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185 E Oregon Ave - (NO PERMIT NUMBER) (FIRE) (A)Whole Building Performance Method for Commercial Buildings Form 400A-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAMES ringHill Suites -PERMITTING OFFICE: ADDRESS: _[ - O" _Sanford 0.0 CLIMATE ZONE: _5 OWNER: _Marriott PERMIT NO: _ AGENT: JURISDICTION NO:_691500 BUILDING TYPE: _Hotel / Motel CONSTRUCTION CONDITION: New construction -;r7-pc Sr - DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _64400 NUMBER OF ZONES: 2 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 82 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ----------------- -------------- ------ A. WHOLE BUILDING 80.92 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 1000.00 4800.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 9.90 8.50 PASSES IPLV 9.30 7.50 PASSES 2. EER 10.20 8.20 PASSES IPLV 9.70 7.50 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A 2. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Conditioned Space 6.00 0.00 N/A 2. No Ducts 0.00 0.00 N/A REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. Et 0.89 0.78 SL 0.01 0.02 PASSES PIPING INSULATION REQUIREMENTS 1. Circulating 1.00 0.99 PASSES ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lation are in compliance with the indicates compliance with the Florida Energy,Ef i Code. Florida Energy Efficiency Code. PREPARED BY: Before construction is completed, (12)-"8 BARS — ADDED a 4" O.G. l6) -i18 BARS I I ADDED a 6" O.C. (3)-I10 BARS X 6'-0" LG. I I ADDED a 6" OZ, BOT, I I I I I I I I I I f JARTIAL lit -.1-111 FOUND 4T I ON FLAN 5-201 SCALE: Iib" = 11-011 ,L F A fR I I A L 17%1-211 FOUNDATION LAN `/ - 2 fC./ I SCALE: i8" = 1'-0" 1 lFOUNEDATION PLAN 5 - 2 0IJ SCALE: ' all - 1'-0" NOTES 1. TOP OF SLAB ELEVATION a 100'-0" (DATUM) UNLESS NOTED OR DETAILED OTHERWISE 2, TOP OF FOOTING ELEVATION - -(1'-4") (REF.) UNLESS NOTED OR DETAILED OTHERWISE I^OOTINC= 5C"EDULE MARK 51 ZE DEFTN REINFORCING RFMaRIcs BOTTOM TOP TRANSVERSE F -I 3'-6" X 3'-6" 1'-0" 4-05 EA WAY SPREAD FOOTING F-2 4'-6" X 4'-6" I'-0" 6-«5 EA WAY SPREAD FOOTING F-3 5'-0" X 5'-0" 1'-0" 6-05 EA WAY SPREAD FOOTING F-4 6'-0" X 6'-0" 1'-2" 1- A WAY SPREAD FOOTING F-5 1'-0" X 1'-0" 1'-5" 6-% EA WAY SPREAD FOOTING F-6 X 1'-6" 1'-6" 1-*& EA SPREAD FOOTING F-1 8'-0" X 8'-0" 1'-1" 6 -PI EA WAY SPREAD FOOTING WF -1 2'-0" CONT. 1'-0" 3-05 CONT. 04 24" OJC, STRIP FOOTING WF -IA 1'-0" CONT. 1'-4" 2-45 CONT. 2-05 CONT, 03 STIRVIPS a 4$" OJC. MONOLITHIC FOOTING WF -2 3'-0" CONT. 1'-4" 4-45 CONT. 04 a 24" OjC. SPREAD FOOTING WF -3 4'-0" CONT, 1'-4" 6-05 CONT. 04 a 16" O.G. SPREAD FOOTING M-1 8'-0" X 18'-0" 2'-0" 08 a 12" O.GE.W. 01 a 12" O.C.E.W. MAT FOUNDATION M-2 10'-0" X 20'-0" 2'-0" 410 a 12" O.CE.I.U_ 01 a 12" OiC.EAL MAT FOUNDATION M-3 12'-0" X 20'-0" 1'-6" 01 a 12" OG.E.W. 01 a 12" OZE.W. Monk yea MAT FOUNDATION 0 3. SLAB ON GRADE SHALL BE MIN. 4" CONCRETE SLAB WITH ONE LAYER OF 6Xro WIAXWIA W.WF AT MID DEPTH OF SLAB, TYP, 4. "TS -1" INDICATES 24" X 6" THICKENED SLAB W/ 3 05 BOTTOM. LOCATE UNDER STAIR, TYP. 5. SEE ARCH. DWGS FOR SLOPES, DROPS, 4 DRAIN LOCATIONS IN FLOOR SLAB. 6. ELEVATIONS SHOWN IN PLAN ARE TO TOPS OF STRUCTURAL ELEMENTS,TYP. (UN.O.) 1, ALL MASONRY WALLS ARE TYPE "W-1" UNLESS NOTED OTHERWISE. SEE %/5-10311 FOR MASONRY WALL SCHEDULE, TYP. S. SEE "2/5-201" FOR FOOTING SCHEDULE, TYP. S. SEE "5/5-103" FOR COLUMN SCHEDULE, TYP. 10. SEE "1/5-301" FOR MASONRY PILASTER SECTIONS, TYP. 11, SEE "3/5-201" t "4/5-201" FOR ADDITIONAL REINFORCING STEEL REQUIREMENTS FOR MAT FOUNDATIONS "M-1" t "M-2", TYP. MAT FOUNDATIONS "M-1" t 11-2", TYP. 01 2 FOOTING; 5C�4EDULE 5.2 0 1 SCALE: N.T.S. DEANS REVIEWWj CITY OF SANF%WD R. L PLOWFIELD Qe A S S O C I A T E S Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fox (407) 657-8480 0 -MOR: plowfieldOlogiud �w Z o o yea 0 Z Q. l_1 u M A : _ O- i�i� ry a W nn Z O — • W 0 U Z 00L0 o� `0 — Z �I M N Z d✓ Q O O Cp Q Y J S n w Q� W Q W o LY U �� .J W wC5 ct Wo ~ C500 00 �a 0 U Q M 4 2 1 o- 1 -30 28-13 NOR / S-2 4 TO. SLAB 3 -30 vp I 28-13 II II �_�rJf -SOS OF 2 VE,5T I E3UL E &L,45 F 6-20 2/ SCALE: iia" - 1'-0" w RAMING PL4N D FLOOR LOW fiROF �FFRX'-IING FJ.._ AI tet& SCALE: 14" - 1'-0" NOTES: 1. TOP OF SLAB ELEVATION- +112'-0", TYP. (UN.O.) 2. "A" BARS SHOWN IN PLAN SHALL BE 4 -*5 X 12' LONG TOP AND BOTTOM. CENTERED OVER MA50NRY BEARING WALL, TYPICALLY. SEE DETAIL "8/5-302" FOR TYPICAL BAR PLACEMENT. 3. "8" BARS SHO N IN PLAN SHALL BE 2-04 X 12'-0" LONG TOP AND BOTTOM. CENTERED OVER MASONRY BEARING WALL, TYPICALLY. SEE DETAIL FOR TYPICAL BAR PLACEMENT. 4. "C" BAR SHOWN IN PLAN SHALL BE 3-04 X 12'-0" LONG TOP AND BOTTOM. CENTERED OVER MASONRY BEARING WALL, TYPICALLY. SEE DETAIL "8/5-302" FOR TYPICAL BAR PLACEMENT. 5. ALL MASONRY WALLS ARE TYPE "W-1" UNLESS NOTED OTHERWISE. SEE "6/5-103" FOR MASONRY WALL SCHEDULE, TYP. 6. "85-1" CONT. BOND BEAM AT INTERMEDIATE STAIR LANDING ELEVATIONS, TYP. i. VERIFY ALL OPENINGS IN SLAB PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL 4 MECHANICAL DRAWINGS. FOR SIZES t LOCATIONS SEE "6/5-302" FOR REINFORCING, TYP. SEE "9/5-302" FOR CONDUITS EMBEDDED IN SLAB, TYP. COORDINATE W/ MECH. DRAWINGS, TYP, 8. SEE "5/5-103" FOR CONCRETE COLUMN SCHEDULE, TYP. SEE 9/5-303" FOR CONCRETE SLAB SCHEDULE, TYP. SEE "2/5-303" FOR CONCRETE BEAM SCHEDULE, TYP. S. "5154" CONT. BOND BEAM T.O.B. +109'-4". 10. "KO -1" CONT. BOND BEAM T.O.B. +lll'-6", TYP. i ALL EXTERIOR LOAD BEARING WALLS. 11. SEE "5/5-302" FOR CONCRETE SLAB CONSTRUCTION JOINT WHERE REQUIRED, TYP. 12. TRUSS SHOP DRAWINGS. PROVIDE SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAMS FOR ROOF TRUSSES SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA 13. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, SPANS AND CONDITIONS SHO N. SPACE TRUSSES AT 2'-0" O.C. MAXIMUM AND AS REQUIRED BY TRUSS MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS WITH GALVANIZED HURRICANE CLIPS AS SPECIFIED AND DETAILED. SEE "8/S-301" FOR ADDITIONAL NOTES. 14. TYPICAL TRUSSES TO HAVE TO HAVE (2) SIMPSON "1410" TYP. EA, SUPPORT Is WF BEAM, OR SIMPSON "HETA20" 0 MASONRY WALL, TYP. (UN.O.) 15. TYPICAL JACK TRUSSES TO HAVE (2) SIMPSON "H25" CLIPS i WF BEAM SUPPORT OR SIMP60N "ETAI2"W/ "TSS" PLATE A MASONRY SUPPORT, TYP. (Uxo.) 16. ROOF SHEATHING. PROVIDE bie:" COX, SPAN RATED, CODE CERTIFIED. PLYWOOD WITH N -CLIPS. li. NAIL A 4" O.G. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT ALL RIDGES, HIPS, AND VALLEYS. -NAIL 0 6" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES. -BLOCKED DIAPHRAGM, USE 10d COMMON NAILS WITH Ibis" MINIMUM PENETRATION, TYP. 18. SEE "3/5-202" FOR PRE -CAST LINTEL SCHEDULE, TYP. SEE "3/5-303" FOR MASONRY BEAM SECTIONS, TYP. ALL PRE -CAST LINTELS TO HAVE 1000 PLF. (MIN.) CAPACITY. I FfREC45T LINTEL 5C�4EDULE PROVIDE PRECAST LINTELS FOR OPENINGS IN C.M.U. WALLS w/ MIN. 8" BEARINGS EACH END, AS FOLLOWS: DESCRIPTION WIDTH HEIGHT CLEAR SPAN REINFORCING TIES 8" WALL all 8" UP TO 1'-0" 2 s 4 TOP 2 0 4 BOT. 0 r 2 8" U 8" ib" '-0" TO 12'-0" 2 s 5 TOP 2 * 5 BOT. 0 r 8�� u NOTE: ALL PRE -CAST LINTELS TO HAVE 1000 PLF (MIN.) CAPACITY, TYP. (UN.O.) PRE -G,4ST 3 LINTEL SCHEDULE 5-202 KANS RIAMIDCITY 4--tl -61� w0CID� a g R. L PLOWFIELD & A S S O Cl A T E S Structural Engineers 1035 S. Semoran Blvd. Sults 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fox (407) 657-8480 e—mall: plowfleld6ag.net ON 01 0 I - \TYFICAL FLOOR �ISAMINCs P -209 5CALE:. = V -m LAN5 NOTES:O 1. TOP OF SLAB ELEVATION = 121'-2" @ 3rd FLOOR (U.N.O.) TOP OF SLAB ELEVATION = 130'-4" m 4th FLOOR (U.N.O.) TOP OF SLAB ELEVATION a 139'-6" m 5th FLOOR (U.N.O.) 2 "A" BARS SHOWN IN PLAN SHALL BE 4-05 X 12' LONGI TOP AND BOTTOM. CENTERED OVER MASONRY BEARING WALL, TYPICALLY.,SEE DETAIL "8/5-302" FOR TYPICAL BAR PLACEMENT. 3. "B" BARS SHOWN IN PLAN SHALL BE 2-04 X 12'-0" LONG TOP AND BOTTOM. CENTERED OVER MASONRY BEARING WALL, TYPICALLY. SEE DETAIL FOR TYPICAL BAR PLACEMENT. 4. "C" BAR SHOWN IN PLAN SHALL BE 3-04 X 12'-0" LONG TOP AND BOTTOM. CENTERED OVER MASONRY BEARING WALL, TYPICALLY, SEE DETAIL "8/5-302" FOR TYPICAL BAR PLACEMENT. 5, ALL MASONRY WALL$ ARE TYPE "UJ -1" UNLESS NOTED OTHERWISE. SEE "6/5-103" FOR MASONRY WALL SCHEDULE, TYPE. ro1155-1" CONT. BOND BEAM AT INTERMEDIATE STAIR LANDING ELEVATIONS, TYPE. i. VERIFY ALL OPENINGS IN SLAB PRIOR'TO CONSTRUCTION. SEE ARCHITECTURAL t MECHANICAL DRAWINGS. FOR SIZES t LOCATIONS SEE "6/5-302" FOR REINFORCING, TYP. SEE "9/S-302" FOR CONDUITS EMBEDDED IN SLAB, TYP. COORDINATE W1 MECH. DRAUIN66, TYP. 8. SEE "5/5-103" FOR CONCRETE COLUMN SCHEDULE, TYPE. SEE "1/5-303" FOR CONCRETE SLAB SCHEDULE, TYPE. SEE "2/5-303" FOR CONCRETE BEAM SCHEDULE, TYPE. 9. "KO -1" CONTINUOUS BOND BEAM TYP. ALL EXTERIOR LOAD BEARING WALL$. T.O.B. +120'-811's 3RD FLR T.O.B. +129'-10" 0 4TH FLR T.O.B. +139'-0" m 5TH FLR. 10. SEE "5/5-30211 FOR CONCRETE SLAB CONSTRUCTION ,JOINT WHERE REQUIRED, TYP. 11. PROVIDE 104 x 8'-0" LG. w leo" O.C. W1 STD. 180' HOOK 6 ALL CANTILEVERED SLAB LOCATIONS, TYP, 12. PROVIDE 04 x 5'-0" LG. tv MID DEPTH OF SLAB 0 ALL RE-ENTRANT SLAB CORNERS, TYP. 13. SEE "3/$-202" FOR PRE -CAST LINTEL SCHEDULE, TYP. SEE "3/5-30311 FOR MASONRY BEAM SECTIONS, TYP. ALL PRE -CAST LINTELS TO HAVE 1000 PLF. (MIN.) CAPACITY. J-` R. L. Pl_OWFIELD & A S S O Cl A T E S Structural Englneera 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e-mail: plowfield®lag.net Fir AAA Lo, Al �CV) 0[� w P) o I I �1-ate crs (� o C) z '0 f" rr j N L O v u_ O LL. � ry `' ^ • o J I LJ Ld w Ld Q wQ v 0G�M CL WLJ Cie F 0 Z q I C pppx�Wo C.9F��Z~mVi u,W aw�a�-, U o O VV W aLN, xi� -a a: Z) V�,o `"ovaof L�Wz), Z Qj B O Z 4� (' v) a uj O 2L~ Fu- tzjOw oWCie za�r�r�a (� c r, IL W Z V H F Wu Q irvat�a CL Q It p u�� J Z �, Q umamma I CL i5 SHEEP N0. 5-203 I 2 3 4 5 6 l 8 9 10 II 12 13 14 15 16 I I I I I I I I I I I I I I I I NE 0 0 0 9- Wil 1. TRUSS SHOP DRAWINGS. PROVIDE SWOP DRAWINGS SHOWING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAMS FOR ROOF TRUSSES SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN TWE STATE OF FLORIDA 2. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, SPANS AND CONDITIONS SWOUK SPACE TRUSSES AT 2'-0" O.C. MAXIMUM AND AS REQUIRED BY TRUSS MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS WITW GALVANIZED HURRICANE CLIPS AS SPECIFIED AND DETAILED. SEE "8/S -30i" FOR ADDITIONAL NOTES. 3. TYPICAL TRUSSES TO HAVE (2) SIMPSON "WIO" TYP. EA. SUPPORT s W1= BEAM, OR SIMPSON "WETA20" a MASONRY WALL, TYP. (UN.O.) 4. TYPICAL JACK TRUSSES TO WAVE (2) SIMPSON "142ra" CLIPS 9 WF BEAM SUPPORT OR SIMPa.>ON "ETA12" W/ "TSS" PLATE 0 MASONRY SUPPORT, TYP. (UN.O.) 5. ROOF SHEATHING. PROVIDE %', CDX, SPAN RATED, CODE CERTIFIED. PLYWOOD WITW H -CL IPS. 6. NAIL 0 4" O.G. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT ALL RIDGES, HIPS, AND VALLEYS- -NAIL 0 6" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES. -BLOCKED DIAPHRAGM, USE 10d COMMON NAILS WITW I%-- MINIMUM PENETRATION, TYP. 1 "BS -1" BOND BEAM CONT. TAS. ELEVATION - +148'-2", TYP. (UN.O.) 6. SEE "3/5-202" FOR PRE -CAST LINTEL SCHEDULE, TYP. SEE "3/5-303" FOR MASONRY BEAM SECTIONS, TYP. ALL PRE -CAST LINTELS TO HAVE 1000 PLF. (MIN) CAPACITY. 9. ELEVATOR VENTILATION SYSTEM. SEE ARCH 4 MEOW. DWGS. FOR SIZE 4 LOCATION. 10. TRUSS TO ALIGN OVER A MASONRY WALL, WHERE DRAFT STOPPING IS REQUIRED. COORDINATE W/ ARCH. DRAWINGS, TYP. (UN.O.) 11- " " DENOTES 3" x 3" x 1/4" CONTINUOUS ANGLE WELDED TO TOP FLANGE OF BEAM, TXP, 4 12- PRE-ENGINEERED LIGWT GAUGE METAL FRAMING. SEE ARCH SECTIONS FOR REQUIRED DIMENSIONS 4 CONFIGURATIONS, TYP. 13. "55-1" BOND BEAM CONT. T.O.B. ELEVATION +152'-6" 14. "55-1" BOND BEAM CONT. T.O.S. ELEVATION +15S'-4" 15. PROVIDE SIMPSON "WD2A" AT GIRDER TRUSS BEARING LOCATIONS. TNRU BOLT THRU TOP FLANGE, TYP_ I&- PROVIDE 05 to 24" D.G. (MAX) VERT. FROM 5th FLOOR UP TO ROOPSLAB, TYP. 11. TOP OF STEEL ELEVATION - +14S'-211, TYP. (UN.O.) I I 1 I I I I W 1� I I I I I I I LAUNDRY GNUTE 2\R00F FR,4M INCA FLAN —204/ SCALE= 1/4u a 1'_0u PLANS OMMED CITY OF SANFORD k -TI tAA R. L. PLOWFIELD do A S S O C I A T E S Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e -mall: plowfleldWag.net 14r - lr" r, 600. A 6mookiO 0 Z i Ute) M OI N N d � CL I. O• z 'cq I t) — N ZI� Z oo Q � � � cl)0 W Z! W :_j 0-, Q w O .J of r, J W w w� w W N O� ^g CLM Q V W F... Q D LL. J � 1 cl V L1.. Z v ozdao � —a—a�vw0 N 40�j vrUpmtewt� Txg8"G Zvw) LLI =C5na�Oatw o: O CL U ��� zcA ° O � Q oc 0 ce u- 5 k 0 SHE:S-204 REV. NO.: Q Ey_ v rA`14011 Eli ELEVATOR ROOF 2 \ FRAMINGT PLAN —20E/ SCALE: Ika" - i' -V k3KAE-IMS VVUAV, TYP. N ICON ROOF FRAM INCA PLAN —205/ SCALE: Ips" a 1'-0 11 r 1 TRUSS SWOP DRAWIW.%S. PROVIDE SHOP DRAWINGS SWMIW-s LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAMS FOR ROOF TRUSSES SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING: IN THE STATE OF FLORIDA 2. ROOF TRUSSES. PROVIDE PRE-EWWNEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, SPANS AND CONDITIONS SHOWN. SPACE TRUSSES AT 2'-0" OZ. MAXIMUM AND AS REQUIRED BY TRUSS MANUFACTURER PROVIDE ALL REQUIRED INFILL FRAMINCs, BLOCKIWS AND BRACING: REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING: ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS WITH GALVANIZED HURRICANE CLIPS AS SPECIFIED AND DETAILED. SEE "8/5-301" FOR ADDITIONAL NOTES. 3. TYPICAL TRUSSES TO HAVE (2) SIMPSON "1425" TYP. EA. SUPPORT a WF BEAM, OR SIMPSON "ETAI6" W/ "TSS" PLATE * MASONRY WALL, TYP. (UN.O.) 4. TYPICAL JACK TRUSSES TO WAVE SIMPSON 111425" CLIPS ! WF BEAM SUPPORT OR (UN.O-) 5. ROOF 5WEATWING. PROVIDE No" CDX, SPAN RATED, CODE CERTIFIED. PLYWOOD WITH N -CL IPS. 6, NAIL * 4" O.G. AT DIAPHRAGM BOUNDARIES, OVER PERMETER WALLS, AND AT ALL RIDGES, HIPS, AND VALLEYS. -NAIL a 6" O.G. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES. -BLOCKED DIAPHRAGM, USE 10d COMMON NAILS WITH INV" MINIMUM PENETRATION, TYP. 1. "BB -1" BOND BEAM CONT. T.O.B. ELEVATION ■ +160'-5", TYP. (UN.O.) 8. SEE 118/5-304" FOR PRE -CAST LINTEL SCHEDULE, TYP. SEE "6/6-304" FOR MASONRY BEAM SECTIONS, TYP. ALL PRE -CAST LINTELS TO HAVE 150 PLF. (MIN.) CAPACITY. S. ELEVATOR VENTILATION SYSTEM. SEE ARCH t MECH. DUGS. FOR SIZE 4 LOCATION. 10. TOP OF STEEL ELEVATION ■ +160'-2", TYP. (UN.O.) 11. " 4 " DENOTES 43" x 3" x 1i4" CONTINUOUS ANGLE WELDED TO BOTTOM FLANGE OF BEAM, TYP, 12. PRE-ENGINEERED LIGHT GAUGE METAL FRAMING. SEE ARCH. SECTIONS FOR REQUIRED DIMENSIONS 4 CONFIGURATIONS, TYP. 13. "BB -i" BOND BEAM CONT. T.O.B. EL. NS Ro WE'D Cit 0� til fob 0 J w_ a R. L PLOWFIELD do ASSOCIATES Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e-maB: plowfleid0laq.net r- -1 116, rou 0 N 0 z 49� CL O C4 (14 u> r7 C14 d h h z O CC o (� z 0, ff) N cli ZZ �z �Q Q O p Q LisW Z � W O J Q W lz _j _.JUpo W LL] !;�� _ O u LU C14 r,C) Q V) W DC F 0 � L m Co V A Z >- m Q Ind o LL Z Q U V) a of -Wo wF-o��i� C. U '- m 0-4jwU)i-6)w aWya�¢oa OS3� �0.tia�Uwo zv)m o wN o oa N� ZQ �U N ate. 0(L0 a�Xw 70LO w o, o OZ 8000d: ZZd- 20f Z MOa O o0 OCL 0(j cv.Z� T S a 0 3: �- SHEET N0. REY. NO.: 0 S-205 TUfR L NOTEEe ENE ::::::. :::::.:;:,:.:.::::: :.:::.:.:::.:.::::: :;:,:. PLASTIC CONTROL _: u1 i2" EXP. SOLA,t(ON JOINT JT. FORMER ....... PLASTIC CONTROL CONSTRUCTION NOTES: 03600 GROUT: SEE DETAIL ' TRIS SWEET .'. z JT. FORMER TONGUE t GROOVE GENERAL DRAWING NOTES: GROUTING IS CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF OPERATING MACHINE BASES, . , , ...... ... . , :: METAL FORM --------------------- EQUIM1ENT SUBJECT TO THERMAL MOVEMENT, AND BASE PLATES, BEARING PLATE$, AND EXPANSION DO NOT SCALE DRAWING$, USE DIMENSIONS PROVIDED, TYPICALLY. IN THE CASE OF DIMENSIONAL BEARINGS EXCEEDING 8" IN LEAST DIMENSION. ALL OTHER GROUTING MAY SE "ORDINARY GROUTING". ............ -! CONFLICT, ARCHITECTURAL DIMENSIONS GOVERN OVER STRUCTURAL DIMENSIONS, TYPICALLY. METALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR APPLICATIONS NOT EXPOSED TO VIEW NO WWF IN FINISHED BUILDING AREAS. USE ORDINARY CEMENT GROUT ONLY WHERE SPECIFICALLY NOTED AS , . U1 — N Q I/4u THRU JOINT -� 4" M U IN. STRUCTURAL DRAWINGS ARE NOT TO BE REPRODUCED WITHOUT WRITTEN CONSENT FROM RL . PLOWFIE; D "CEMENT GROUT" ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATION$. 01 ION GROUT t ASSOCIATES, INC. ANY REPRODUCTION OF THESE CONTRACT DOCUMENTS WITHOUT CONSENT OF RLP41A SHALL CONFORM TO CRD -C&21-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 t0 25 SECOND$ (FLOW WILL BE REJECTED t NOT REVIEWED CONE METHOD, CRD -C611-80). REQUIRED 28 DAY STRENGTHS SHALL BE AS FOLLOWS: ..: .: , ; U .... W cJjJ. • 1 V, CEMENT GROUT ----------- 1800 PSI TWO (2) WEEKS FOR COMPLETION FROM TIME OF DELIVERY TO NON -SHRINK GROUT %W PSI .......'..'. , .......... A 4 4 , . . 'a � 4 ' +- 'o + �-- SHOP DRAWING REVIEW SHALL REQUIRE ------ . : ; •. Q•' , RL. pLOWFIELD t ASSOCIATE$. SHOP DRAWINGS SHALL BE CHECICI=D t "APPROVED" BY GENERAL PRECISION GROUT ------- 6500 P$I ... ' ... . ' ' . . 1 vo 4. CONTRACTOR PRIOR TO SUBMITTAL t0 ARCHITECT. 04220 CONCRETE UNIT MASONRY: CCNTRACTORS SUBMITTING SHOP DRAWINGS TO PROVIDE ONE (1) SEPIA SET AND Two (2) BLUELiNE---____.,_____________________ CONSTRICTION JOINTS SEE DETAIL -THIS SHEET Imo-'--I' I' Irr I i 1=I I 1=1 I I� =111 Err _Irt�rr I —I IT- �rrrl Irr 111= ('-':--M �rr r rrr r i`�= � _Aioff�—, _,I � 1-1 � I—I � 1=1 � I-1 I I-11 i=M =I I —1T=1I (=1Ti-1 I 1=1 � I-1 I I—UTI 2mz COPIES OR MARK-UP. ADDITIONAL COPIES WILL BE RETURNED WITHOUT MARKS OR APPROVAL SCAMP. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY TI �i-�TI=--liTFff=l I I - -I I 1=1 1=1 I 1=1 I—I I 1—i I I—I 1=1 I-=;1 =1T1 6 MIL vAPOR ►==I—CONSTRUCTION", ACI 830.1-88 AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL 11TI (1T( -f=— BARRIER ri-I IT�1=1�-1 00200 BUILDINGS CODES: MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFOWING TO ASTM C 90, AND _ O . Q O O O Q ______________________ REINFORCED WITH 05 GAGE LADDER TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. STANDARD BUILDINGS CODE - 199'1 EDITION ALL MASONRY TO BE LAID IN TYPE S MORTAR (1800 PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRICTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR 00500 STRUCTURAL LOADING. TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACED PROVIDE CONTROL JOINTS AT ALL COLUMNS * 16" O.G. (TOP AND TUUD VERTICAL SIDES). 1riEt OF CAST NGG LANES AND OR 20'-0" c/c. USE PREMOLDED STRIPS CONSTRUCTION JOINT TO LIMIT PLACEMENT AREA _.._..___-..----------------- THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDINGS CODE AND/OR MORE '_0„ MA TO 1000 Sr-- SUCCESSIVE SLAB PLACEMENTS TO RESTRICTIVE REQUIREMENTS FOR LOAD5 AS GiVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING 04230 REINFORCED UNIT MASONRY: CONSTRUCTION JOINT MAY REPLACE CONTROL BE IN LANE PATTERN. ALLOW 2 DAYS MIN. $Mr-FICALLY CALL FOR DIFFERENT LOADING CRITERIA. ______________________________ NOT€S: JOINT. SAW CUT JOINT MAY BE USED IN LIEU Ofi BETWEEN PLACEMENTS OF ALTERNATE SECTIONS. GRAVITY LOADING UNIFORMALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF PI=i�OR�"t�D STRIP. GUEST ROOMS ----------------------------------------40 PSF CONCRETE REINFORCEMENT, CAST -IN-PLACE CONCRETE, AND CONCRETE MASONRi, VERTICAL 1. LANES SHALL BE CAST IN METHOD INDICATED GUEST ROOM CORRIDORS -----------------------------80 PSF REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "B" LAP LENGTH PLUS 2. LANES •-T'0 BE DIVIDED BY CONSTRUCTION JOINTS AT (t OF COLUMNS AND STAIRS t EXIT WAYS -----------------------------------100 PSF 3" OR FULL DEPTH PLUS A STANDARD HOOK LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. CONTROL JOiNT Dr=TAIL CONSTRUCTION JOINT DETAIL MECHANICAL ROOMS ----------------------------------125 PSF DIAMETERS, CONTRACTOR SHALL COORDINATE PLACING OF DOWELS t0 ACCOMMODATE MODULE OF 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR SLAB -ON -GRAVE AREAS ------------------------------150 PSF MASONRY UNITS. ALL VERTICAL CELL$ AND BEAMS WITH REINFORCING% SHALL BE FILLED WITH COARSE CONTROL JOINTS AS SHOWN.ROOF-5-SLOPE 4°:12" 5°:1a°---•-------------------------20 R'$F. (REDUCIBLE) GROUT WIND LOAD A3 PER BUILDING GODS. (WIND VELOCITY 100 MPH) CONSISTING OF 3000 PSI CONCRETE WITH 08 COARSE AC�Gf�GAT'E. USE HIGH -SLUMP 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACE'-MENT. (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 41. WHERE HEIGHT OF OPEN CELL EXCEEDS 4', 01051 DRAWING DIMENSIONS AND COORDINATION: USE HIGH -LIFT GROUTING TEo-NIQUE WHICH REQUIRE=S A CLEAN-OUT OPENING At THE BOTTOM OF ALL 2 JOINTAIL CELL$ AND PLACiNG THE GROUT IN MAX" 4' LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LiFTS. r_1 DIME=NSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRICTION SHALL BE BASED ON THE ALL WALLt0 BE REINFORCED WITH'154046"ENTIRE Slit OF CONTRACT DOCUMENTS. COORDINATE THE REQUIRE' MINTS OF ALL PROFESSIONAL$. USE O.C. VERTICAL UND.�+ 1SCALE: 11/21 INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDINGS. 05055 WELDING: SCALE: 3/4" ". Q�) NECESSARY. REPORT 01100 SCOPE OF SERVICE: ALL WELDING t0 BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY ------------------------ (AWS) "STRUCTURAL WELDING CODE-WEELO 01.1 - t556 AND AS INDICATED ON THE $TRICTURAL THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND 16 RESPONSIBLE FOR ONLY THE SPECIFIC DRAWINGS. WELDING; ELECTRODES SHALL BE E10XX, UNLESS NOTED OTHERWISE. WELDING ELECTRODES, N STRUCTURAL COMPONENTS SHOWN IN THiS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A WELDING PROCESS, MINIMUM PREHEAT AND INTERPA66 TEMPERATURES TO BE IN ACCORDANCE WITH SPECIALTY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, 15 REQUIRED, THE A1UI,S. SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT ACCEPTABLY REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT TO CONSTRUCTION DOCUMENTS. RADIOGRAPHIC, MAGNETIC PARTICLE, ULTRASONIC, AND LiQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY PAID BY THE OWNER 02000 FOUNDATIONS: __--___- 05120 STRUCTURAL STEEL: ' - a 1- " '- 11 2 � 2 0 2 0 FOR WIPES IN THIS AREA THRU LOUDER FOOTING 50 PIPES GEOTECHICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY PROFESSIONAL SERVICE ------------------------ INDUSTRIES, INC. (P$1) 1615 LEE ROAD WINTER PARK, FLORIDA 32789 PHONE: 1407) 645-5560 PROJECT ALL STRUCTURAL °STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPLICE SPLICE SPLICE FOO FOOTING PASS TWRR.0 FTG. WALL WALL No. 151-86451 REPORT DATED DECEMBER 18, 1998. BASED ON THEIR RECOR"MENDATIONS, LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION$ FOR THE THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: DESIGN, FABRICATION AND ERECTION OP STRUCTURAL STEEL FOR BUILDINGS". SHALLOW STRIP AND SPREAD FOOTING$: STRUCTURAL STM. TO CONFORM t0: 4 ALLOWABLE BEARINU ■ 3000 PSF (NET) SHAPE$ t PLATES ----- ASTM A 36 ' GEOTECHNICAL ENGINEER IS RE$PONSIBLE FOR SPECIFYMG AND MONITORING ALL TESTING, PIPE ---------------- ASTM A 53 GRADE B INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE FOUNDATION SYSTEM, INCLUDING ALL TUBES --------------- ASTM A 500 GRADE B WORKMANSHIP PROVISIONS RELATING TO THE $OIL - STRUCTURE INTERFACE. THE STRUCTURAL. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS OR f D ENGINEER IS RE$PON$15LE FOR SPECIFi'ING THE MATERIALS USED TO CONSTRUCT THE FOUNDATION WELDING. BOLTING t0 M IN ACCORDANCE WITH RCRB$J SPECIFICATIONS. ANY CONNECTION NOT UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. SPECIFICALLY DETAILED SHALL BE DESIGNED BY THE SPECIALTY ENGINEER FOR THE FORCES SHOU.NTJ p , DO NOT PLACE ANY FOOTINGS OR MATS UNTIL RECEIPT of WRITTEN AUTHORIZATION BY THE ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. WHERE FORCES ARE NOT PROVIDED DESIGN SHALL CIA FOUNDATION SY$ HASMAXIMUM GEOTECHNICAL Et�UGiNEER THAT THE PF:'EPAi�fiD SUBG�cRADE OR DEEP FOUNv TEM BEEN BE BASED ON THE LOAD CAPACITIES OF THE CONNECTING MEMBER,%. ALL $TR1,ICtURAL,- . PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS SUBMITTALS REQUIRING ENGINEERING INPUT SHALL BE ACCOMPANIED BY DESIGN CALCULATIONS AND ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE NECESSARY BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER ALL STEEL AT AND BELOW FINISHED GRADE "`� �- � �+ - lu t0 INSURE PROPER FOUNDATION PERFOWANCE. t0 BE FIELD PAINTED AND COVERED WITH A MINIMUM OF 2" CONCRETE. ALL BEAMS BEARING ON I - - CONCRETE TO HAVE A 3/8" X 11/2 X 8" BEARING PLATE WITH TWO (2)1/'1" HEADED ANCHOR BOLTS 12" U1 I— - - 0x210 STRUCTURAL FILL: LONG, UNLESS NOTED OTHERWISE. - ° - III III: II ----------------------- FOUNDATIONS PLACED ON COMPACTED STRUCTURAL. FILL HAVE BEEN DESIGNED FOR A BEARING OF 05400 COLD -FORMED METAL FRAMING;: REINFORCINCx- SEE SCHEDULE �: 3000 PSF (NET). FILL t0 BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM ........_ ...........___ --------------- 4 _� D-1551. PLACE FILL IN LAYERS OF a" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OFA THESE ATE SYSTEMS OF PRE-E'NCSINEERED WALLS WHICH SHALL BE DESIGNED BY A SPECIALTY D R. EQUAL .GEOTECHNICAL ENGINEER FILL TO BE TESTED TO VERIFY COMPACTION. ENGINEER SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A A0 REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA SEE SPECIFICATION "05400" FOR1. SLEEVE3 2" LARGER %LVE 02200 EARTHWORK: SUBMITTAL REQUIREMENTS DESIGN FABRICATION AND ERECTION SHALL C *FOR"1 TO AISI r THAN OD. OF PIPES "SPECIFICATION FOR THE DESIGN OF COLD-FOR`UED STEEL STRUCTURAL MEMBERv611 1986 INCLUDING WIDTH FOOTING WIDTH FOOTING ©� ------------------ CONTRACTOR SHALL DEWATER SITE AS NECESSARY, 30 THAT ALL CONCRETE CAN BE PLACED IN THE COMMENTARY AND SUPPLEi'1ENTARY INFORMATION. WELDING SHALL CONFORM t0 AWS "STRUCTURAL DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE WELDING CODE -SHEET STEEL" 013-81 AND nWORMED ONLY BY WELDERS CERTIFIED UNDER DIS. PROVIDE SLEEVE AND CONCRETE AS SHOWNt MUD/OR MATERIAL APPROVED BY THE d4OTECHNICAL ENGINEER. THE BACKFILL SHALL BE SELF -DRILLING SCREWS SHALL BE EQUIVALENT TO 13UILDEX TEKS AND HAVE ALLOWABLE SERVICE "' MORE THAN 3'-0" COMPACT BACKImill OVER PiPE COMPACTED TO %% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0-1551. NO BACKFILL MATERIAL LOAD CAPACITIES WITH 4:1 FACTOR OF SAFETY FROM TEST DATA TO 90% AS APPROVED BY SOILS ENGINEER, OR WALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND USE STEPPED FOOTING BELOW PiPE. BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE 05510 METAL STAIRS; ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL. ENGINEER RECOMMENDATIONS t0 SOOT ii G; MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. STACK STEEL STAIR SYSTEMSHALL BE DESIGNED AND DETAILED BY THE SUPPLIER DESIGN LOAD$ , EXCAVATION SHALL RE 100 PSF UNIFORM OR 300' APPLIED TO ANY 6" X 6" AREA, WHICHEVER CONTROLS. PROVIDE 02260 PROOF -ROLLING: DETAILS SO THAT STAIR CAN BE ASSEMBLED AND INSTALLED IN PROPER SEQUENCE WITH ADJACENT f;P,,& i WOW, TREADS AND LANDING$ SHALL HAV£ NOT LESS THAN 2" NOR MORE THAN 3" OF CONCRETR FILL I N I `✓TION� I I � � E �FD f G �..., A � TO FOOTING; SHALLOW FOOTINGS NOT LESS THAN V-0" SQUARE AND 2'-0" EMBEDMENT OR V-0" WIDE STRIP AND FOR WALKING SURFACES. MEET ALL APPLICABLE LOCAL BUILDING CODES. 2'-0" EMBEDMENT AT 3000 POUNDS PER SQUARE FOOT ALLOWABLE NET BEARINGS ON SOIL IMPROVED 1 I Y l.�( t By PROOF -POLLING NOT LESS THAN THREE COVERAGES. FOR FOOTING WIDTH$ OR EMBEDMENT% LESS 06190 WOOD TRUSSES: THAN THOSE SPECIFIED, THE ALLOWABLE BEARING= PRESSURES ARE REDUCED PROPORTIONALLY. ------------------- PE 1 o 1 SCAL IQ E. -3/4 If 1� 0n MW -ORM ALL PROOF -ROLLING OPERATIONS IN ACCORD WITH THIS RECOMMENDATIONS OF THE THIS 15 A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL GEOTECHNICAL ENGINEER IN THE PRESENCE OF THE OWNER'$ AUTHORIZED AGENCY. APPLICABLE STANDARDS OF TRUSS PLATE INSTITUTE, INCLUDING BUT NOT LIMITED to M-16 "DESIGN v.>zmaUN0. V) /`1 1 SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRU$SE$" AND "INTERIM GUIDELINES", CSP -18 03100 FORMWOW, "RECOMMENDED CODE OF STANDARD PRACTICE'," HET -80 "HANDLING AND ERECTING WOOD TRUSSES", ---------------- BWT-16 "BRACING; WOOD TRUSSES", QCM-11 "QUALITY CONTROL MANUAL" AND THE DEPARTMENT OF looloolool- CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 341. SEE PROFESSIONAL REGULATIONS GUIDELINES, THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING FOR ERECTION, ANCHORAGES, AND EMBEDMENT$ REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO SHALL BE DESIGNED BY A SPECIALTY EW31NEER THE REVIEW OF ALL STRUCTURAL SUBMITTAL$ BY THE W IDENTIFY DESiGN INTENT ONLY, THE SPECIFIC DiMENSIONS AND LOCATIONS WALL BE F URNI$1.4ED OR STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD COWIR lED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED, A COPY OF ALL STRUCTURAL SUBMITTAL WILL BE 00 CONCRETE MEMBERS EXPOSED TO VIEW. FOR"IWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS RETAIN FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT DRAWINGS, � ATTAINED ENOUGH STRENGTH t0 SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PaF OF CONNECTOR CALCULATIONS, AND ERECTION PLAN$ WALL BE SIGNED AND SEALED BY TRUSS FOOTIW4 FINISH GRADE ADDITIONAL CONSTRICTION LOAD, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN TRUSSES FOR LOADS 0-0" MIN. SHOWN ON PLANS. IN THE ABSENCE OF LOAD$, USE APPLIcABLE LocAL CODE FOR LIVE LOAD AND _ GROUND LINE III 111' 03200 CONCRETE REINFORCEMENT: ACTUAL WEIGHT OF BUILDING MATERIAL,$ FOR DEAD LOAD. USE PATTERNED AND PARTIAL $PAN LIVE I3.0r. ELEV. ------------------------------ LOADS WHERE REQUIRED TO PRODUCE MAXIMUM FORCE IN ANY TRU$% MEMBER APPLY NET WIND w WORK SHALL BE IN ACCORD WITH ACI 318-89 CRI V. 92), ACI 318R-89 (REV. 9a), ACI 315-83, ACI 318-83, UPLIFT ON ROOF$ WHEN APPLICABLE. TRUSS TOP CHORDS SHALL BE GROUP 11 SPECIES LUMBER I _, EXISTING SEE CR51 "MANUAL OF STANDARD PRACTICE" 1980, CR�51 "PLACING REINFORCING BARS" 1981, WRI 'TIANUAL EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT STRUCTURAL GRADE. ALL OTHER GRADE AND OF STANDARD PRACTICE", 1919. BARS SHALL CONFORM TO ASTM SPECIFICATION A615($1), GRADE 60, SPECIES SELECTION 18 t THE DISCRETION OF THE SUPPLIER. COORDINATE ALL TRUSS DETAILS WITH °. _ `— i 3ACKFILL a ; A 6► O PER SPECS ° '°' CIVIL DRAWINGS FOR WINGS \ SIZE < LOCATION. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB CONFIGURATIONS WHERE SHOWN CONCRETE COVER REQUIRED AS FOLLOWS; ARE SUGGESTION$ AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. PROVIDE 60 DUROMETER A.) CAST AGAINST AND EXPOSED t0 EARTH 3" 1/4" THICK NEOPRENE PADS BETWEEN TRU66ES AND CONCRETE OR MASONRY BEARING SURFACES. ° 1'-G'� \ 2T�NC;II SHEET NO. HURRICANE ALL 1Rr= B.) FOFMD, EXPOSED TO EARTH OR WEATHER PROVIDE G90 GALVANIZED ANCHORS DESIGNED FOR NET WIND UPLIFT AT BEARINGS. A'o AND LARGER 2" FTG MIN. ::7-]I \ S AND SMALLER 1-1/2" CJ SLABS AND WALLS - NO EARTH OR WEATHER EXPOSURE O11 AND SMALLER 3/4" 2 HOUR FIRE RATING AND LESS 3/4" 3 HOUR FIRE RATING AND MORE I" ° 4 1 4' i OF TRENCH ° ° 2 CONTRACTOR TO LOCATE \ 50TTOM OF FOOTING ELEVATION p.� D.) COLUMNS AND BEAMS - TIES OR WIMP'$ 1-1/2" EXCAV EXCAVATION SHALL NOT TO AVOID SURCHARGING ON / LAP SPLICE LENGTHS SHALL BE A$ FOLLOWS: ALL LAP SPLICES SHALL BE TENSION CLASS "B" LNLE56 OTHER EXTEND BELOW TH15 LINE 4 EXISTING 6U5GRADE UTILITIES. \ RAW avallb I. LAP CONDITIONS ARE SPECIFICALLY SHOWN ON THE DRAWINGS, 2. SPLICE LENGTHS SHALL BE SHOWN ON SHOP DRAU11NCaS. 3. USE GENERA. HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMENT CONDITIONS ARE SATISFIED IN ACCORD WITH ACI COMPACTED FILL W% DENSITY 318. 03300 CAST -IN-PLACE CONCRETE: " NOTE: THE CONTRACTOR SHALL BE ------------------------------ t0 BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301-89 (REV. 92). ALL REINFORCED CONCRETE RESPONSIBLE FOR SNORING, SHEATHING OR OTWERRUI3E MAINTAINING THE SIDES OF TO HAVE 28 DAY COMPRESSIVE STRENGTH$ AS FOLLOWS: ALL STRICTIURAL. ELEMENTS Pic ■ 4000 PSI UNLESS NOTED OTHERWISE. SLAB -ON -GRADE ------- Pic - 3000 PSi THE EXCAVATION FROM CAVE-INS UNTIL ALL BACiCR=ILL (°v COMPLETED PER 3PECIFICr4TION8 i I /� /� FOUNDATIONS ---------- F c 3000 PSI BEAMS t COLUMNS ------ Pc = 4000 Pail ELEVATED SLABS -_-___- Pc , 4000 PSI X� � �� � i O� �EX15TINC,� I �t �t ❑ � f L� f � � iw.. ¢ ALL CONCRETE MIX DESIGN SUBMITTALS SHALL' INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACI=D WITHIN THE STRUCTURE. L E L T 0 F 0 0 '�` j j� LI II �jj "'10 SCALE: 1'-0" aJ ¢ R. L. PLOWFIEW & ASSOCIATES SCALE: 3/4" 1'-0" 5-10 Structural Engineers 1035 S. Semoran Blvd, Suite 1010 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 a—mall: plowfleldwag.nat L r -1 11 O O s r n N W nn^ z (O'• cc rn C� Cc M N zZ O < OO o 00 LL ® 0 Lu W ® o W � w "o Q� U q 0= � W L -Li . T00 w �J da. rl Q � ¢V¢ . ,, < r� s[ inke LiA ( � D R. V O V� z V V) QN2W� 2 vo 65 W Q000W�i U53 W� ��--0. �'YDVWn wLn LUz ��Q v.>zmaUN0. V) /`1 1 VT1CT O C '-• O e] 2 ~ oZwz V) ac looloolool- 0 omamp �O-W a0 o Q U 14 W pWWm 00 o � e Q w �O LU ��---- < SHEET NO. REV. NO.: Q S-101 P 04 CONTINUOUS HORIZ-f---' CURB WIDTH AS REQUIRED STEPPED FOOTING BARS w11'-6" BEND 4" MINIMUM, 8" MAXIMUM R 1'-6" x 1'-6" BEND OOCORNERS VERT. REINF. IN GROUT WALL < FOOTING FOR UTILITIES WHEN REQUIRED. AT TYPICAL TOP OF SLAB FILLED CELL. SEE 8" CMU SCHEDULE 1, 11 4 m 11-011m Q TYPICAL FIN GRADE PER s EXP_ JOINT MATERIAL nd iA SITE/CIVIL DWCsS. CONC. SLAB, SEE PLAN e o 3 0 5 CONT- o 111=III=I ' —"T »4 DOWELS AT 2411 II y1G T.O. SLAB �.. EL_ 0'_®11 ►�' I all CMU VERT- REINF. IN GROUT 1 n FILLED CELL. SEE �i EXP- JOINT MATERIAL NOtE:H•4" MIN- _ +` +' �+` 1.,q ° • a a a • ' a : W 1-04 TYP. t 12" MAX. CURB 1-04 CONT_ AROUND PERIMETER LAP SEE ARCH_ i'-6" At CORNERS=1T(=1II..1Tf: 8" MIN. i" CLR _ III=1I1=III=11I-1 — — — ——III—III=ITI-I I I-11I—I 1l I I DOWELS TO MATCH t ALIGN W/ VERT. RE INF. W/ SCHEDULE FWWF CONC. BLAB, SEE PLAN T.O. SLA{., }' °. } b °� EL. 0'-011 a V v _=- Q ri 2 _ _ STD. HK LAP 48 BAR V51�. � • —III=1 I I—I 11=1 11=1I- 1 - • _ , - ." ��, - v 2 -oilq cn _ _ m - - + + �} •— + . •, I �'•-.�' ITI-1 I i_I I 1=1 I (ff(�TTf 1Tf I I I -' r a o W j -r 4 4 - d a4 Ill I I—III—III— —III—III—III—I' I I 7TI—I'77 I–i–t 11I—III—III TT" DOWELS TO MATCH t - ALIGN W/ REINF. 2'-811 LAP r ° ° : ART. » 6xfo/Wt_4xW1.4WWF 4 DOWELS Q n � � d o b. �W/--- STD, HK_ LAP 48 BAR S .„ n4 3-0 5 CONT. AT 16 -04 TYP. NOTES: w Q � a a. 1_ SEE ARCH FOR SIZE �_AN� NOTE: SEE CURB DET. AND LOCATION OF CURBS FOR 04 WORM BAR 2. PROVIDE INSERTS A5 REQUIREMENTS 3" G R SEE SCHEDULE FOR REINF. SIZE t SPACING, WI TH TYP. Q U a e p _ SEE E SF. SS SIZE TLE FOR Cs, 3 " C R REQ'D BY ARCH t MECH. WIDTH TYP. DRAWINGS NOTE: SLAB 1 .5 E G T I Oil SHOWN FOOTING FOOTINGS t WALL II II 3/411-11-011 '��I1 COI \C �ETE ���. EXTEfRIOR jl��\SII T��. f I lT E R 1 O� -,'� � / jj SCALE `,1 5-0 �./ 2 G� 1��5 AND 15 � AN � � 3 l�lJ,� � � �00� 11�1C� � WALL FOOTING + SCALE: 3�•�" = 1'–�" 5-10 j� II I_ 11 ��L102 SCALE. = 1 m5-0 SCALE: '%�i 11 • ,1-011 - 8" CMU VERT_ REINK IN 11 8 CMU BEYOND — 2411 LID OPLANN COORDINATE WITH ARCH CELL PER » " 4 REBAR s 24 0�., TYP. CONC, SLAB SEE PLAN lie" EXPANSION JOINT �__ -- MASONRY BEYOND WHERE EXTERIOR m- — _ • 911 LAP Z 4 fit•. m'- GONG. SLAB 18" SPLICE 311 24" SQUARE 311 (MIN-) b � e PERIMETER WWF SLABS A£3Uts BLDG. •4 DOWELS r 16" O G. 2 - ' t.o. SLAB SEE " 9/S3b" FOR CONTINUATION OF CONC,SLABIII— SIDEWALr, SLOPE SLAB 1 " pill - ' d n —III=I 11=11 I I ' ;I I ISI I1. -1I1=1 I I . �po�� -- -- --� —1 I1=1 I --ITI 1/411 PER FT. �,�`�.e_ -_III, IIII 1111 11 —'" `\ III=III=ITI�111� Wwr-. � Q - • ° e _ _ »4 I i=fii— —iii—iii=Ti=i TO. SLAB b b SEE SCHED. FOR VERT. Iii—i i I—Iii—i i w • Q o WAT'ERpROOFINCs REINF. GROUT ALL CMU DOWEL m 48" O.C.ill 1=� �_� a a- — CELL g BELOW GRADE _-e IN GROUT FILLED = E CELLS. PROVIDE _ i I-1 11-1 I I-1 11=1 I I, ; , I I , ; ,III—I I � �t � e --�--^ TYP. - I I=III=III=III . AGI STD. HOOK b 2-•5 CONT s e n 8" CMU, TYP. - 4 - ° ll 6 tHK ° `- VAPOR BARRIER w eq b4 e e A. 1 : b . °< � p X 3" R 3 ° •. .4 4 d •( b. o • U- SEE 30" x 3(d 11 SEE BLOCKOUt U a e SEE SCHEDULE 014E p PLA PLAN »4m12"O.C. SUMP PIT, sEE `� 11 FOR SIZE 3 G R SPACING, TYP, p o U SEE SCHED_ FOR DETAIL SUMP PIT DETAIL EA WY. 01 WIDTH m SEE SCHED. FOR REINF. SIZE t SPACING, TYP. REINF. SIZE t SPACING, TYP. a.. ' a. °: `f T" j"f— d e, p = 18" SPLICE 3" 24" SQUARE 4 118"18" SPLICE WIDTH _ a '• '•' �1�. IN�IO - °�.' •. a •' . _ ° d' ., .e° ., -( „ - a 4 ♦. � a a4' ° 'a •'�:° : FILL BLOGKOUT W/HIGH W n • • d ° • . FOOTI''�'` j j� /'�, j j'''`� NG I I �lL..l� � G O �� I [) O � STRENGTH GROUT AFTER I PLACEMENT OF ELEVATOR — — - — <, � � - ' VAPOR BARRIER i 1=1 11=1 11=1 I I q '11=III=1II� 1-11I—III—II. SCALE, 3/4" • 1'-0" 10, D O I (�,4� � � DOOR - a 6" THK. SCALE: 3,4 II I'-0" ` d � 4 � E L E Y f—,t T O � � T DETAIL I • a d, - • a 9 �fj — 1 x./ `SCALE: �i.�" I' -OI' »4 m 12" OCG, EA. WY. SUMP PIT DrETAIL FOOTING # WALL REFER TO COLUMN SCHEDULE FORMED AND POURED FOR SIZE AND REINF. CONCRETE COLUMN V-4" VERT. REINF_ IN GROUTS �IfsFY FILLED CELL_ SEE REVIEWED CITY OF SANFORD all 04 m 16 ", TYP. 8 CMU, TYP_ PRE -MOLDED ISOLATION JOINT DOWELS TO MATCH VERT. REINF_ IN GROUT FILLED CELLS. PROVIDE ACI 04 CONT. m STD. HOOK, TYP. PERIMETER PRE -ENC:. Lt. GA. MTL. FIN. GRADE PER STUD WALL SYSTEM SITE/CIVIL DWGS. (BY OTHERS). PRE -ENCS. Lt. GA. MTL. 11/211 PREMOLDED STUD WALL SYSTEM ISOLATION JOINT BY OTHERS). JI/ DOWEL TO MATCH VERT. REINF. n MATERIAL - W/ 25 BAR 0 LAP SPLICE CONC SLAB PROVIDE ACI STD. HOOK ° CONC. SLAB SEE PLAN FIN. GRADE PER a' � — W.W" CONC. SLAB — — GONG. SLAB A e T.O. SLAB ° }' { °a} '�-}+�d-� +. i-+ a: + EL. O'-011 _ SITE/CIVIL DWCsS, T.OZLAB } d ° i -L– r- �C-- 1 EL. 0'-oll Z FWWF TO- SLAB n V-0 - a� d - - - a 'a EL. V-011 SLOPE SLAB 1/4" PER FT. WWF T.O. SLAB n _ii iii=ill=lil=ii=1�1=III - I I—III—III—I I L—JTI=1 I I— 11 I—I 11-1 11=1 11= I I I=1 I I , e • 111=11T 11f a e 1=T=T-1T=1T i i—III 111=1 I I—I 11= ° —I I i- 1 I—III I I �- _ .'a - b� 4 + +-- 4P—+ + a w w _ - b. 1 II -, a a d e EL. m-r� Q -} d+ +- �` p _ I I 1—�—� I-1—� 1 1—III' a .' I III i ��—� I �� – 1 WWF = = �— I I 1-1 I 1-1 I ° - as 4 �— I I—I 1 1— 1—) I m 3-»4 CONT, _� = a _ _ _ _ _ _ 4 — — —_ — _ 1T-1 I I—li-1 11=1 I w - I hI I ISI I I— I= G II 11=1T�41 11=1 I it 11-1 I I—I ��� ��� ���. — I( -i1 1111 I I I I a a e 11Tf—_ITI 1�T I I—iTf-11�— Tf— al- .. a-»4 DONT. I I—III—I --,� — , ,—, , , I I� W ", 3" R r—rr—rrr—r —Trr- Q 41 b " ROUGHEN TO a d " 4, VAPOR BARRIER w n pt , VAPOR 13ARRIER a ,. �.' _. <. �e a e : /fir (WEA1/ 1 RRAMPLITA) a . a a Q ° n e a ° 11 03 STIRRUPS SEE SCHED. 3 G R FOR SPACING, TYP. e U OR ISETYP NED en 11 03 F SPACING, S C R 4 ° A4 0 • • b 4 p U 311 GLR I 3" CLR SEE SCHEDULE FOR REIN- U SEE SCHED_ FOR REINF. WIDTH SEE SCI -ED- FOR REINF. SIZE AND SPACING, TYP. EQ. EQ. SIZE t SPACING, TYP. WIDTH SIZE t SPACING, TYP_ 3" C R 3" C R 10 17 11 SEE SCHED. FOR REINF- WI TH WIDTH SIZE t SPACING, TYP. T�'f'. INTE-'IOi�' FOOTING FOfi�' EXTEfRlOfR FOOTINGSK'11"' 101?,IOfi�?00�"I1�lC 0 w X� 8 GOLI�MN FOOTING �,�" 9 EXTEfRlOfR -1�2 SCALE: ' ''-0"5-1�2 R. L PLOWFlELO do SCALE: 3,411 _,'_011SCALE: 3/411 1'-011 10 ASSOCIATE S Structural Engineers SCALE: 3/4" . 11-011 Semoran Blvd. Suite S. Winter Paris, FL 32792 Phone (407) 657-6657 Fax (407) 857-8480 e -moll: plowfldd0ag.net P I REFER TO COLUMN SCHEDULE FORMED AND POURED REFER TO COLUMN SCHEDULE COL. 4 FTG. FORMED AND POURED FOR SIZE AND REIN. CONCRETE COLUMN FOR SIZE AND REINF. I CONCRETE COLUMN 31_ Ail 1_411 GROUT SOLD(GROUT SOLfD) 8" CMU PILASTER WALL BEYOND. 3°X12"X 1/2" NEOPRENE EQ EQ. 1_,11 11_911 PROVIDE 111/2" CONTROL JOINT w VERT. REINF. IN GROUT VERT. REIN. IN GROUT EXT, WALL OF BLDG., TYP. SE LAN , PERIMETER FILLED CELL, SEE FILLED CELL, SEE 8" CMU WALL PER PLAN MET L ISTINAERERED ` SCHEDULE. - SCHEDULE_ -- 18" LAP WIDTH STEEL GRATE ° (MIN) �C�� W/ �Vw ABY OTHERS) $" CMU d DOWELS t0 MATCH t 8" CMU, TYP. ". DOWELS TO MATCH t 3" x 3" x4" LCs. ' ALIGNS VERT. REINF. W/ .e d ALIGN W/ VERT. RE INF. W/ MANI EJ STDHK LAP 48 BAR -O'S- STD. HK LAP 48 BAR O'S GONG. SLAB _ ON C. SLAB . FIN, GRADE PER FIN. GRADE PER � ON GRADE WWF, SITE/CIVIL DWGS. SITE/CIVIL DWCxB. d _ _ 3/4"� EXP. °- v + +. I I �=III—III=III=1 I I =1 I I d III=III=111=111=III—� 11- i —` — ° III—I 1=1 I—II ISI—t I I 4' - I I-111111=III=III=11 _ _ _ _ i BOLTS ° d a _ _ i LI -1 I I-1 I WTI I I-1 I I III -1 11=1 11=1 I II 11=T j �j—j�_� I 1 III—III—III—I 11=1 11=1 I- -� —11/ v = I—III=1I I� I I=1 I I I I=11 I=1I I -1I I=1I SEE SCHEDULE = n III—III—III—III �I i SEE SCHEDULE �� �I I I� �I I_I� �I_I_II I 1 J1 i 1II I 11/11 I 11 v Z � _ = — LIF LI I I ISI �'- � � � � - � I ; I l f„TI I ;III -1 i —VAPOR BARRIER L ;III ;III—;;111 Eli ° —,,,— FOR REINF. SIZE — FOR REINF, 51ZE BA I U SPACING, tYP_ ”- _ - SPACING, TYP. ffl—m `_� b ILU 2 " 5 STAIR WIDTH VAPOR BARRIER itt CZ * all _,� �� 3 -0" LONG 6 6 8 OC ...d°.- ` $ . , '. , _ -a° ...4°.- -a ° - - d , -d _-- I 21 011/ 3, * 5 CONT. AGN, WAY _ 3 x 3 x 3/1611 W 111/211 m 1 t ' o.'d' E A e - 'a < ° a '°. a d ° e °, d- 4 ° d ° °. a° - NELv�/N ND. STUD X 5 a d 4 e d _ _ _ LG. ® 3'-0" O.C, TYP. d. LU d _ A d a e nd 6 ° ° ... 3" CLR 3" CLR U � FOOTING U 3" CLR 3" GLR U 3" CLR 31, CLR BEYOND '�` j� j I SEE ARCH. DWGS. EQ. EQ. in EQ. EQ. 5 I �'-,t I R ON �l WIDTH WIDTH 5 L A E3 ON G;; RA D E 01 SCALE: 3/411� 1'-011 �. TI `Ei V C f�'t D�Af I �l �oo�r 11��K"2 5f=fREAD �oo� 11�C� � �� �� I ��� � �Jj C _ 1� SCALE: 3/4"' 11_/1111 :SCALE: 1/411 11_011 0� SCALE. �/4" a 1'-O" .'/) . ISI o C D CONCfRETE Coy.Ut"-I N 5c�41=-DULEE C1 C2 C3 C4 C5 CIS, cl F'm C8 F'm VERT, RE INF. FIM VERT, REINF. SIZE 8x16 8X1/6 8X18 8x18 8X18 Ibx14 12X12 1500 PSI TS 544/16" VERT. 445 408 408 4'6 6 •8 401 401 48" O.G. 1500 PSI TIES 03 * S" O.G. 03 . 8" 0.1C. 43 a all O.C. *3 w 8" OL. 43 • all O.C. 03 012, Off. S 0 12" O.C. 1500 P-51 % a 32" O.G. TYPE 'q' 'A' 181 181 1Gi 101 11=1 III is 16" O.G. A36 57M REMARKS Yo w 16" O.C. 1500 PSI *I * 16" O.C. 1500 PSI *1 0 8" O.G. 1500 PSI *6 eo 16" O.G. let FLOOR a� 116/5_3V11 *6 B 16 " O.G. 1500 PSI *l 0 16 " O.G. 1500 PSI *1 0 8" O.G. 1500 PSI *6 0 IV, O.G. FOOT IMG P, G a V/ p O a At a Trp "All TYPE 11111 TYPE 1i/�11 t 411VERT TYPE 11511 6 VERT I TIE I TIE 1 TIE 16 11 ryp e ° p • g � TYPE 11011 TY1:� 11C 1/1 4 VERT 4 VERT I TIES REINFORCED r I'450N,R"WALL 5C"EDULE WALL TYPE "W -i" WALL TYPE "W-2" WALL TYPE "W-3" WALL TYPE "W-4" LEVEL F'm VERT. REINF. F'm VERT. REINF. F'm VERT, RE INF. FIM VERT, REINF. ROOF 1500 PSI "5 w 48" O.G. 1500 PSI +5 0 48" O.G. 1500 PSI 05 w 48" O.C. 1500 PSI 05 * 48" O.G. 5th FLOOR 1500 PSI 05 w 48" O.G. 1500 PSI S w 48" O.C. 1500 PSI 48" O.G. 1500 PSI 05 41 48" O.C_ 4th FLOOR 1500 PSI 05 w 48" O.G. 1500 PSI 5 # 48" O.G. 1500 PSI 16" O.C. 1500 P-51 % a 32" O.G. 3rd FLOOR 1500 PSI 05 w 32" O.G. 1500 PSI 05 w 48" O.G. 1500 P61 *1 0 8" O.G. 1500 PSI III is 16" O.G. 2nd FLOOR 1500 PSI Yo w 16" O.C. 1500 PSI *I * 16" O.C. 1500 PSI *1 0 8" O.G. 1500 PSI *6 eo 16" O.G. let FLOOR 1500 PS 1 *6 B 16 " O.G. 1500 PSI *l 0 16 " O.G. 1500 PSI *1 0 8" O.G. 1500 PSI *6 0 IV, O.G. FOOT IMG 1 TIE r_e74 COL1.,t IN 5C�4EDULE 1*01AeO FR**' WALL SCHEDULE 103 3 5CALE: '9%,411 5— 1 'OY N.t.B, PLAN'S wtvit" CIYY OF SANFORD 0 (n w J a. R. L. PLOWFIELD do A S S O Cl A T E S Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e—mail: plowfteld0lag.net v ii Z 0 n v , cA c0 �t M n • O � M 1..� N N f� I- CL W o F— z J` w �0 a� C'4 LL I N z �o Q 0 J ..1111lll. LJ �L'i W �J Q Co W � BE t- 00 J 2t- J 0 W W wn n = c� "o O wo hM Q Q w °C I'lloolo— o J �IIM J TJ �� 1 V L CIO Q C 0 LL. z Q w (� a w -O �L ~po4w? OLO F_m aoY��wao o �o �cna use �w::) 1na1—Of, W(,) c� 0 T. 00 0 maCh,7�d o�cJ�aoap w F ah� a� �U- ww4 W OH4 Oj7_w OzO(I)OCL o ZAwo Z�w �a o� Z U _� W p 4014. hU�3f-�p0 W � � O Q W (I) o' zOD 5 Q (A O SHEET N0, REV, NO.: Q S-103 off} vri SITE CODE AND GENERAL BUILDING INFORMATION o h CIEW.IMLFIRE PROTECTION FEATURES 6 `w NOTE: BUILDING IS PROVIDED WITH SUPERVISED AUTOMATIC SPRINKLING SYSTEMILL i-- W IILDINj CRITERIA CODE PROVISIONS (S.BO-) DESIGNED AND INSTALLED AS PER NFIPA 13R IL) ITESu}� 1. USE GROUP GROUP R -I (RESIDENTIAL) HOTELS STRUCTURAL ELEMENT FR RATING DESIGN NUMBELu R 2_ TYPE OF CONSTRUCTION TYPE V 1 FLOOR / CEILING CONSTRUCTION6 1 HOUR REQUIRED " OF CONCRETE O Q- UNPROiEGTED,2 }.LOUR PROVIDED PER TABLE SEC 109 (P01 01 SPRINKLED AS PER MPA 13 (P 40 m 1 HOUR PENETRATIONS OF S.B.C. m ct frifto tt 3. BUILDING HEIGHT 65 FEET - ALLOWED D 7 (INCREASE FROM 55' DUE TO * NOTE : FIRE RATING PROVIDED IS A RATING GREATER THAN NEEDED. SPRINKLED BUILDING) THE PENETRATION PROTECTION NEED ONLY BE EQUIVALANT TO THE d BLDG. HT. - 65 FEET (TO MIDPOINT OF RIDGE) REOUIRED FIRE RATING OF THE WALL NOT THE ACTUAL FIRE RATING= OF z THE WALL ASSEMBLY. 4. NUMBER OF STORIES 5 STORIES ALLOWED r , ^ BLDG. HT - 5 STORIES 2 }GOOF / CEILING (TRUSS) ASSEMBLY 1 HOUR REQUIRED GA RC 2601 C- 5. ALLOWABLE AREA 24OW SF PER FLOOR ALLOWED 1 HOUR PROVIDED O � N N SEMINOLE TOWNE CENTER MALL PER TABLE 500 S.B:C. 1 HOUR PENETRATIONS rL UJ ACTUAL FLOOR AREA IST FLOOR - 13912 SF � o ACTUAL FLOOR AREA TYPICAL FLOOR - 13,140 OF D z W 3 STAIR, ELEVATOR, LINEN CHUTE 2 HOUR REQUIRED U.L. NUMBER U-438 O MEANS OF EGRESS - CODE REQUIREMENT PROVIDED SHAFT CEILING (TRi SS) ASSEMBLY 2 HOUR PROVIDED �✓ � SANFORD FLORIDA 1. NUMBER OF EXITS 2 PER FLOOR MIN. 2 PER FLOOR MIN. 2 HOUR PENETRATIONS (� 2. TRAVEL DISTANCE 250 FEET MAXIMUM Ill' -2" MAX �/ Z 3. DEAD END CORRIDOR 20 FEET MAXIMUM NONE z 4 VERTICAL SHAFTS 2 HOUR U 905 zo 4. CORRIDOR WIDTH 44 INCH MINIMUM 60 INCHES ELEVATOR HOISTWAY �..J / eS z 0 8 5. SIZE OF EGRESS DOORS 36 INCH WIDE MIN. 36 INCHES MIN. 6. STAIR WIDTH 44 INCH WIDE MIN. 46 INCHES 5 VERTICAL CHASES 2 HOUR U 905m w LINEN CHUTE ENCLOSURE t ' i 7 BUILDING AREA (GROSS) C) W o � 6 VERTICAL CHASE 2 HOUR U 438 ❑ � FIRST FLOOR 13, 913 SQ FT. BATHROOM EXHAUST SECOND FLOOR 13,140 SQ FT. —j w CONSTRUCTION SET THIRD FLOOR 13,140 SQ. FT. 1 CORRIDOR ENCLOSURE 1 HOUR U-425 U o FOURTH FLOOR 13,140 SQ FT, EXIT ACCE-'58 OPENINGS 20 MINUTES W w 1ST 1999 FIFTH FLOOR '3,,40 SQ FT. APRIL8 GUESTRooM SEPARATION 1 HOUR REQUIRED U 905 = o TOTAL 68, 933 SQ FT. 03 2 HOUR PROVIDED UL LABEL SOLID WD/ HM DRS. O v PORTA COCHERE 1,343 SQ FT. 1 HOUR PENETRATIONS WITH SELF CLOSING DEVICES �Q M BUILDING INSULATION * NOTE : s !RE RATING PROVIDED IS A RATING GREATER THAN NEEDED. • • �' EXTERIOR WALL A65EMBLY R = 19 (MIN-) THE PENETRATION PROTECTION NEED ONLY BE EQUIVALANT TO THE REQUIRED FIRE RATING OF THE WALL NOT THE ACTUAL FIRE RATING= OF ROOF ASSEMBLY R • 30 (MIN.) THE WALL ASSEMBLY. 7 Q W � 9 EXIT STAIRWAYS ENCLOSURE 2 HOUR U 905 � 0 CIVIL ENGINEER. LANDSCAPE ARCHITECT SUBMITTAL) 10 ELEVATOR MACHINE ROOM 1 HOUR REQUIRED U -s05 UNDER SEPARATE SU ) s 2 HOUR PROVIDED to � ( RAVENSDALE PLANNING AND DESIGN DOOR 1 HOUR U.L. 'B' LABEL lO 703 GREENS AVE. 't . * NOTE : FIRE RATING PROVIDED IS A RATING GREATER THAN NEEDED. "J SK CONSORTIUM, INC. WINTER PARK FL 32789 ,, THE PENETRATION OTECTION NEED ONLY BE EQUIVALANT TO THE VENUE REQUIRED FIRE RATING OF THE WALL NOT THE ACTUAL FIRE RATING OF 115 LOUISIANA A SUITE 204 (407)647-1213 ��' THE WALL ASSEMBLY. "r,' FAX (4(7)647-6359 % LAKE MONROE pip Q WINTER PARK, FL 32789 U � 11 LAUNDRY ROOM 2 HOUR U-905, U 425 (407) 629-4288 �= O X 12 LINEN CHUTE ACCESS ROOMS 1 HOUR U-465 x FAX (407) 629-1656 STATE ROAD 46 z Q OREGON W V? N AVE. y 1994 STANDARD BUILDING CODE Cq TpSTRUCTURAL ENGINEER. M.E.P. ENGINEER�'1/�c 1996 NATIONAL ELECTRIC CODE wrow QI'MY1 MECHANICAL CODE io oZ ~ ui (n mom" NN TOWNE CENTER a PLUMBING AND MECHANICALGODE o Y a= d Z aoomt ;ao 4 BLVD. � (`394 LIFE SAFETY GODS N.F.P.A. 101 � o � o w R.1- PLOWFIELD AND ASSOC. PENINSULA ENGINEERING INC. 3 PUNS WhIl�'�i' k � � cn w � � � 1991 FLORIDA AGGESSIBILITY CODE �,, a~a=U�-'o 1035 S. SEMORAN BLVD. SUITE #1019 1833 EDGEWATER DRIVE ��� n0 ` ANFORD 1996 ELEGTRCAL GODS = _ W x cnc�zmav a i 1991 STATE OF FLORIDA ENERGY CODE z z�z�mz� WINTER PARK, FL 32792 ORLANDO, FLORIDA 32804 r (407) 657-6657 (407) 246.6$$ DESIGN WINDLOAD SPEED = 110 M_P.H Z J zFV') Lnaa in w, o 407 657-8480 - FAX 407) 246-1664 - FAX W. � ~ d �_ �zw �w ZC60:1 0 zOwa>-'ri� wZO _lw X: 3 4 0 a LL 01 1.1.E o� V) M CiC WC) LLJ h > o U 0 o SHEET N0. REV. NO.:cr FD V E QQ , 14 .� ARCHITECTS AND PLANNERS, 3378 LORLANDO, FLORIDA "804 COVER I m �t c� x cr — U w J LdY 0 ' Y L x V) 0 z z Q w J Lo I` W x 0 12 rn O> 1 N CJ O 0 I II I 1)-l/,V DIMENSION PLAN — 1 �f-0 �. FURNITURE PLAN (5—)-114?o = -r4r GUEST ROOM ELEVATION GUEST ROOM ELEVATIOP We =1'-0' AL I P,J7' -8' GE IL INC REFLECTED CEILI vas � 1 =rte° I ELE C,AL 5�P •LAN -"'l/L4 1 o�RI 108'-8" i0I,-8' GWLING 3 GUEST R 1/4' =1'-0" I08' -B" 1011-51 CEILINGS 9 GUEST 1/4� BATHROOM ELEVATI( 1/4' = TO 1/4'=1W 10 VVCaI VVV 1/4-7 TO IDA I n ICS 1/4" =1'-0' ELEVATI® 1 A DA I n KA 1/4' =1' -ow GUEST ROOM ELEVATIC 1/4' = T -W OIL 10-1'-8" CEILING � ii ii i/ ,4d III iryi GENERAL NOTES 1. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB PARS MUST BE ABLE TO RESIST A PULL, FORCE OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION. 3. SYMBOL QINDICATES TOILET ACCE65ORIES SEE THIS SHEET FOR ACCES50RIE5 SCHEDULE. 4. MIRROR ABOVE VANITY AND H.G. 51NK5 SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLA5H. 5, NOT USED. &, CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. 1. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND SHALL HAVE GLOSS FINISH, 8, ALL CORNER GUARDS Q 4 (ED ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC, 9. ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY, 10, ONE PIECE SYNTHETIC MARBLE ( 5'-O' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS, TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED. TUB SURR, MUST HAVE A FLAME SPREAD of 25 OR LESS. 11, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE IS NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS, 13, FINISH OF BEVERLY GOAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. Wro-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE651BLE UNITS WHICH WILL USE MODEL ao&-24, 14 ALL WINDOWS TO HAVE BUG 5GREEN5 AND CULTURED MARBLE SILL5 AT INTERIOR. 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS, I&, SEE SHEET A-101 FOR ROOM FINISHES TYPICAL, 11, SEE SHEET A`102 FOR WINDOW TYPES. 18, SEE SHEET A-104 FOR POOR SCHEDULE. COORDINATE WITH GRAPHICS 5HEET5 GR -1 AND GR -2, COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS , 1/2' DRYWALL ATTACHED TO I/8' HAT CHANNELS w I&' O.C, ON 1 1/2' COLD ROLLED CHANNELS Q 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE 5LA5, 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY, 5EE SHEET A-801 FOR A DETAILED DESCRIPTION, 21. ALL EXPOSED CEILINGS ARE TO RE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APDL IED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHE®ULE • sr. NO, DESCRIPTION I� 18" � POL (SHED 5TAINLF-55 STEELTOWEL BAR SET BY FRANKLIN 5RA55 MFG, CO., MODEL "1418 2Q 24" TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CC), MODEL 014528 Rgdg55 VANITY TISSUE BOX BY FRANKLIN BRASS MFG. CO., MODEL 0919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFC-,:. CO., MODEL 01402 3&' GRAB BAR BY FRANKLIN BRASS MFG. CO,, MODEL 05632 Q 2' GRAB BAR BY FRANKLIN 5FRA5S MFG. CO., MOpEL = *5&42 Q 'PHORIZONTAL SHOW=R BAR I&' X 31' 5Y FRANKLIN 15RA35 MFG CO., Al, !"CODEC 05&00 ® iSTAINLlr85 STEEL SHOWER ROD BY FRANKLIN BRASS MFG, CO„ 1I'10DEL 0162 Q RECESS EXTRA .ROLL DAPI=R HOLDER BY FRANKLIN BRASS MF,-. CO., MODEL 0910 ®' FOLDING SHOWER SEAT BY MCKINNEY, MODEL 02'14PL 11 PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP 4 BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 Q RECESSEjP SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL "SDR ® 24' VERTICAL GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL 05624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F. -C COMMANDER SERIES ® 45" GRAB BAR L3Y FRANKLIN BRASS MFG. CO., MODEL 05&48 ® FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO 51MULATE A WINDOW. SIZF V-0' WIDE x 2'-8" HIGH MOUNTED AT &'-8' A.F.F. ® CEILING 1✓AN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWGS. I DECORATIVE FYPON COLUMN AS SHOWN. 0 i 14 1(o E3 N N CIA FACIAL RECESSED TOILET TIMUE CLOSET SOAP TISSUE DISPENSER RC. TOWEL TOWEL. BAR SHELF SHOUTER EXHAUST MH D13F'EN9ER (RECESSED) GRAS BAR BAR t SHELF e ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. 15 MOUNTING HEIGHT ELEVATION Li " r' Z F- � O 0 Lu u N � o 0 fu o� 0 (L m � m O Z �..! to r7 ' N Iw r n z J i ~8 • z Q C�wr1�j� Z V o LLJ O � Cf) 0- • �_j 00 W/�// p CE U QQ W LLJ 4` ow 0 � Q. �d F W. .—j two cn C) 0 Q W 0 a a a lox cra Y�"S ¢01'''" aoQ� �'v°ia r aa0ww�a w-� LoF— 0 (Tf)gZOca V)a �`Ww< oF�g� V)0-oaow LL LdZ e Z�wDZW NZA. ZWV QOu QgafY z02 V wt:-p�00 ( �u SI o Lu Q m m u Q Q a u C) ,Z LLLJ Y N,3"W sHEEr N0. REV. NO.: Q PUNS REV[h hD A,209 CITY OF SANFORD F -- z J 1 ---------------------------------------------- -------- i------------.. •u.+r--------..------------------ -_-- --..., ........,_.___---J N � o � IG 1 r; ------- ----.. -A--------moos.-------a'111 — l DIMENSION PLAN (: vas _ TV $ GUEST R01 ELEVATI OL 10,11-61 `-F CE I I.- I NG 11- GEILING 1001-01 13 DATUM 11BATHROOM ELEVATION FURNITURE PLAN N [1 f Tl`F 3KLFLG' ve=I GUEST R 9 va• - ro- 12 BATHROOM ELE le=To C 6 UVCJ 1 We = 1'-O" lo VVCJ 1/e =1'-v ve 1� L14,6=1 OL U001-0' DATUM 1EVATION SEE ELECICAL DIUGS. ' FOR MOUNT NG HEIGHTS, G.F.I. CIRCU TS, AND A/C UNIT POUIE LOCATION +�ELEC�TRICAL���PLAN '1/4� Ud81-01 UO -11-a' CEIutI G OL 1001-01. DATum GUEST yr =1'-0" BATHRI 14 va• = row OIL 10-r-51 \-FCEILING i1- GEILING mA Ism GENERAL NOTES I. PROVIDE WOOD BLOCKING OR OTHER $01 -ID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS, 2, GRAB BARS MUST BE ABLE TO RE515T A PULL FORCE OF 350 055. EXERTED AT ANY POINT IN ANY DIRECTION. 3. SYI" IBOL QINDICATES TOILET ACCESSORIES SEE THIB SHEET FOR ACCE55ORIE5 SCHEDULE. 4. MIRROR ABOVE VANITY AND H.G. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH, 5. NOT USED. ro. CLOTHE$ RACK 455EMB1-Y TO BE 5Y TU£3ULAR ENGINEERING AND SALES, F -C COMMANDER SERIES, 1. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND SHALL HAVE GLO55 FINISH, 8. ALL CORNER GUARDS � 4 Q ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC. 9. ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY. 10, ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUE35. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED. TUB SURF. MUST HAVE A FLAME SPREAD OF 25 OR LE55. 11, ALL TOILETS MUST 5E POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE 15 NOT AN APPROVED SUPPLIER. 12, ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC �3ALLA5T5. 13. FIN15H OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO, 806-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL a0ro-24. 14 ALL, WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILL^$ AT INTERIOR. 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A101 FOR ROOM FINISHES TYPICAL. 17. SEE SHEET A102 FOR WINDOW TYPES. 18. SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -I AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE A5 FOLLOWS : 1/2' DRYWALL ATTACHED TO 1/8' HAT CHANNELS Q Iro' O.C. ON 1 1/2' COLD ROLLED CHANNELS Q 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. 5EE SHEET A-801 FOR A DETAILED DESCRIPTION. 21, ALL EXP05ED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APDL IED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT 5PEC5, ACCESSORIES SCHEDULE NO. DESCRIPTION Q 18" POLISHED 5TAINLE56 STEEL TOWEL BAR SET BY FRANKLIN 5RA55 MFG, CO,, MODEL *1415 2Q 24' TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN I✓RA55 MFG. CO., MODEL 014585 3Q RECE55 VANITY TISSUE BOX E3Y FRANKLIN BRASS MFG, CO., MODEL *919 ® DOUBLE ROBE HOOK BY FRANKLIN 5RA55 MFG, CO., MODEL 01402 0 aro' GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL '5x,32 ® 42" GRAB BAR BY FRANKLIN BRASS MFG, GO., MODEL 05642 HORIZONTAL SHOWER BAR 16' X 31" BY FRANKLIN BRA55 MFG, CO., MODEL *5600 (P STAINLESS STEEL SNDWER ROD I3Y FRANKLIN F3RA55 MFG. CO., MODEL 0162 A) RECE$6 EXTRA ROLL PAPER HOLDER BY FRANKLIN 5RA85 MFG. CO,, MODEL n10 FOLDING SHOWER SEAT BY MCKINNEY, MODEL *214PL II PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP 4 BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEW1, MODEL "33.4023 ® RECE55ED SOAP DISH BY INMPERIAL MARBI-E CORPORATION, MODEL *SDR Q 24' VERTICAL GRAB BAR BY FRANKLIN 5RA55 MFG, CO., MODEL #5ro24 Q CLOSET RACK A55EM5LY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES ® 48' GRAB BAR BY FRANKLIN BRAS$ MFG, CO., MODEL 05648 II FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. SIZE V-0" WIDE x 2'-8" HIGH MOUNTED AT 6'-8" A.F.F. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWGS. ® DECORATIVE FYPON COLUMN A5 SHOWN. O O U �n } 0 0) 6' z O 1 w0CD n n s � ow Z_ �40 N40 n Z aCDx o� � 0- o� W o 00 -.-J b CD W W� w n Y O LLJ INO «� n Q "' E-1 U. C� Z r Cie CU. O 1 Q w 0 a F— Wada IIx-oa�=� ON -a"" �oO�Wao p pU N d U� 01 a T, I �+ 1 �° r(L �WUo � F— .�J p z�UNaon.p LO tl f p„Ot-� rw 0 1j �`�v�iro_.a. Lp, w mo U � , F 0 rt � m V) t z0n m Q 4 Q Z w rCie SHEDK NO. REV. NO.: Q A-210 5 Arol 0 1 14 Iro , O < CY CV <1 1 r :3 Q FACIAL a RECE55Ep TOILET T155UE OL05ET 5OAP T155UE P15FEN6ER H.C. TOML TGUEL PAR SHELF 5HOMR EXHAUST FISH p15PEN5ER CRECE55Ew GRAD i3AR PAR 4 SHELF w ROD Rap LCUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. > C15)-4OUNTING HEIGHT ELEVATION O O U �n } 0 0) 6' z O 1 w0CD n n s � ow Z_ �40 N40 n Z aCDx o� � 0- o� W o 00 -.-J b CD W W� w n Y O LLJ INO «� n Q "' E-1 U. C� Z r Cie CU. O 1 Q w 0 a F— Wada IIx-oa�=� ON -a"" �oO�Wao p pU N d U� 01 a T, I �+ 1 �° r(L �WUo � F— .�J p z�UNaon.p LO tl f p„Ot-� rw 0 1j �`�v�iro_.a. Lp, w mo U � , F 0 rt � m V) t z0n m Q 4 Q Z w rCie SHEDK NO. REV. NO.: Q A-210 U c� U W WLd 0 a_ CC1 w 0 W x a� r rn rn r 0 0 Q SII I 1— DIMENSION PLAN /M = T Y^ry [I[-- J111 i� GUEST ROOM ELEVATION 5 1/4" = Y-0" is 108'-S' _110-11-61 CEILING rt 1001-01 D ATUM GUEST ROOM ELEVATION 1 DTI / 1 11%1% if -,/,C= -r-(r 71/J�1—/J1N )IATUM ELEVATIONS FURNITURE PLAN114 (r OL 108' - ' CEILING REFLECTED CEILING -1 GUEST R GUEST ROOM ELEVATIC =1'V 12 on w nni 7/4" ® Te P yi EVATION ELECTRICALk PLAN 4 1/4" 0 �J O I�� Mimi[int � LL, 0 <r---• - cv I I cis � is 108'-S' _110-11-61 CEILING rt 1001-01 D ATUM GUEST ROOM ELEVATION 1 DTI / 1 11%1% if -,/,C= -r-(r 71/J�1—/J1N )IATUM ELEVATIONS FURNITURE PLAN114 (r OL 108' - ' CEILING REFLECTED CEILING -1 GUEST R GUEST ROOM ELEVATIC =1'V 12 on w nni 7/4" ® Te P yi EVATION ELECTRICALk PLAN 4 1/4" r7 -)GUEST va - To ATIONS 13 OOM ELEVATIONS BATH�1le��� va- =r0 OIL i -1'- ' CEILING OL I ' DATUM ELEVATIC W GENERAL NOTES I. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 L55_ EXERTED AT ANY POINT IN ANY DIRECTION. 3: SYMBOL QINDICATE5 TOILET ACCESSORIE5 SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND H.C. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL. ABOVE BACK SPLASH. 5. NOT USED. 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. 1. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND $HALL HAVE GLOSS FINISH, 8. ALL CORNER GUARDS Q 4 � ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC. 9. ALL ELEC. OUTLETS ARE TO BE PREFINI5HED IVORY, 10, ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. 11. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVER5AL RUNDLE 15 NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13. FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. 806-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE5$15LE UNIT'S WHICH WILL USE MODEL 806-24.. 14 ALL WINDOWS TO HAVE BUG 5CREEN$ AND CULTURED MARBLE 51LL5 AT INTERIOR. 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16, SEE SHEET A101 FOR ROOM FINISHES TYPICAL. 11. SEE SHEET A102 FOR WINDOW TYPE5. 18. SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS - 1/2' DRYWALL ATTACHED TO -I/S' HAT CHANNELS a 16' O.C. ON 1 1/2' COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21. ALL EXPO5ED CEILINGS ARE TO SE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION Q 18' POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRA55 MFG. CO., MODEL 01418 ® 24' TOWEL SHELF WITH BAR, SUPPORT BRACE$ AND PLATES BY FRANKLIN 5RA55 MFG. CO., MODEL 01458B 3Q RECE55 VANITY TISSUE BOX BY FRANKLIN BRASS MFG. CO., MODEL +'919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL #1402 5Q 36' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL 08632 © 42" GRAB BAR BY FRANKLIN 15RA55 MFG. CO., MODEL *5642 I Q HORIZONTAL SHOWER BAR 16' X 31' BY FRANKLIN 15RA5S MFG. CO., MODEL *8600 eQ 5TAINLE55 STEEL SHOWER ROD BY FRANKLIN k3R455 MFG. CO., MODEL *162 Q RECESS EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG, CO., MODEL *910 ® FOLDING SHOWER SEAT BY MCKINNEY, MODEL 0214PL 11 PLATE GLA55 MIRROR w/ 5/5 MOUNTING CHANNELS TOP & BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 ® RECESSED SOAP DI5H BY INMPERIAL MARBLE CORPORATION, MODEL *SDR ® 24' VERTICAL GRAB PAR BY FRANKLIN BRASS MFG, GO., MODEL "5624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER 5ERIE5 ® 48" GRAB BAR E3Y FRANKLIN BRASS MFG. CO., MODEL *5648 Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO 51MULATE A WINDOW. SIZE 3'-0" WIDE x 2'-8' HIGH MOUNTED AT 6'-8' A.F.F. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWG$, Q DECORATIVE FYPON COLUMN AS SHOWN. �J O I�� Mimi[int � LL, r7 -)GUEST va - To ATIONS 13 OOM ELEVATIONS BATH�1le��� va- =r0 OIL i -1'- ' CEILING OL I ' DATUM ELEVATIC W GENERAL NOTES I. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 L55_ EXERTED AT ANY POINT IN ANY DIRECTION. 3: SYMBOL QINDICATE5 TOILET ACCESSORIE5 SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND H.C. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL. ABOVE BACK SPLASH. 5. NOT USED. 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. 1. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND $HALL HAVE GLOSS FINISH, 8. ALL CORNER GUARDS Q 4 � ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC. 9. ALL ELEC. OUTLETS ARE TO BE PREFINI5HED IVORY, 10, ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. 11. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVER5AL RUNDLE 15 NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13. FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. 806-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE5$15LE UNIT'S WHICH WILL USE MODEL 806-24.. 14 ALL WINDOWS TO HAVE BUG 5CREEN$ AND CULTURED MARBLE 51LL5 AT INTERIOR. 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16, SEE SHEET A101 FOR ROOM FINISHES TYPICAL. 11. SEE SHEET A102 FOR WINDOW TYPE5. 18. SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS - 1/2' DRYWALL ATTACHED TO -I/S' HAT CHANNELS a 16' O.C. ON 1 1/2' COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21. ALL EXPO5ED CEILINGS ARE TO SE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION Q 18' POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRA55 MFG. CO., MODEL 01418 ® 24' TOWEL SHELF WITH BAR, SUPPORT BRACE$ AND PLATES BY FRANKLIN 5RA55 MFG. CO., MODEL 01458B 3Q RECE55 VANITY TISSUE BOX BY FRANKLIN BRASS MFG. CO., MODEL +'919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL #1402 5Q 36' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL 08632 © 42" GRAB BAR BY FRANKLIN 15RA55 MFG. CO., MODEL *5642 I Q HORIZONTAL SHOWER BAR 16' X 31' BY FRANKLIN 15RA5S MFG. CO., MODEL *8600 eQ 5TAINLE55 STEEL SHOWER ROD BY FRANKLIN k3R455 MFG. CO., MODEL *162 Q RECESS EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG, CO., MODEL *910 ® FOLDING SHOWER SEAT BY MCKINNEY, MODEL 0214PL 11 PLATE GLA55 MIRROR w/ 5/5 MOUNTING CHANNELS TOP & BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 ® RECESSED SOAP DI5H BY INMPERIAL MARBLE CORPORATION, MODEL *SDR ® 24' VERTICAL GRAB PAR BY FRANKLIN BRASS MFG, GO., MODEL "5624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER 5ERIE5 ® 48" GRAB BAR E3Y FRANKLIN BRASS MFG. CO., MODEL *5648 Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO 51MULATE A WINDOW. SIZE 3'-0" WIDE x 2'-8' HIGH MOUNTED AT 6'-8' A.F.F. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWG$, Q DECORATIVE FYPON COLUMN AS SHOWN. 15 MOUNTING HEIGHT ELEVATION 3/8" - TO I Z Q 0 � t=-- r- w u U-► N O th U Q_ m m 01 m � ` LIl tXj `t ctl cfl Z I M In M N N f"1 (u n a M Z s N � z N Z cn s w O p W X W O WrL� F D`fLL_ T. u Z �... 0 V) z LLU LL x011 -Z 'M car'��v>rv�' Ln Qs�o Zia F�nQaa wv QX.Uzm U 0. 0 nxF wo t' CSL z 0f 0 :DZw o�t-�.o0v)oti [Z L3 w w<V�¢FKa Ow s Q X Fo- o 0 A CP CJ`a t m z Z �0 z z U V w � Lu AOWAL Aw o S)HEEr NO. REV. NO.: Q Am211 1 �r �J O ;- � LL, <r---• cv cis � Q � p E3 ® K4 O Q tll til FACIAL all cv RECESSED TOILET TISSUE CLOSET SOAP TISSUE DI8PEN3ER H.C. TOWEL TOWEL FEAR SHELF $HOWER EXHAUST P18H PISF'ENSER (RECE$6ED) GRAD FEAR 15AR t SHELF Q RDD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS, 15 MOUNTING HEIGHT ELEVATION 3/8" - TO I Z Q 0 � t=-- r- w u U-► N O th U Q_ m m 01 m � ` LIl tXj `t ctl cfl Z I M In M N N f"1 (u n a M Z s N � z N Z cn s w O p W X W O WrL� F D`fLL_ T. u Z �... 0 V) z LLU LL x011 -Z 'M car'��v>rv�' Ln Qs�o Zia F�nQaa wv QX.Uzm U 0. 0 nxF wo t' CSL z 0f 0 :DZw o�t-�.o0v)oti [Z L3 w w<V�¢FKa Ow s Q X Fo- o 0 A CP CJ`a t m z Z �0 z z U V w � Lu AOWAL Aw o S)HEEr NO. REV. NO.: Q Am211 1 �r I I' -p" � DIMENSION PLAN 1/4' = re GUEST ROOM ELEVA 1/4" -- fe GU EST ROOM ELEVA 1/4" " 3ATHR( 11 le =1'v m 18 108'-8' 10 -11 -al CIE IL_ ING �®OL loo' -o" DATUM M ELEVATIONS 10"1'- ' CEILING -V ,' Mi r. r� 2 Fy�NTURE PLAN 1/4 � ii ri ri r 174" =1'O 10-11-8' CE IL INCA GUEST ROOM ELEVATI 114"=1'-0" 9 GUEST ROOM ELEVATIOcis -j� VVCJ 1 12) BA TH�OOM ELEVATIONS (13 BAlleTHRIIV r- 4 " ELECTRIQA "` PLAN _'174" =1'-(' 7 �Iv�a t 1/4" 't =0' ELEVATIONS' (j4� � BATHROOM E ,d--,_1_0_-i_'_-_w `CEILING 100'-04 DATUM ,EVATIONS ELEVA TI GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS, 2, GRAB BARS MUST BE ABLE TO RESIST A PULL FORCI OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION, 3. SYMBOL 01NDICATES TOILET ACCESSORIES SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND N.C. SINKS SHALL BE SUPPORTED WITH A CONT, CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5, NOT USED, 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. I. CULTURED MARf3LE VANITY TOP TO HAVE MATTE FINISH, TUB SURROUND SHALL' HAVE GLO55 FINISH. a, ALL CORNER GUARD5 (�D d Q ARE To BE FULL HEIGHT AND SECURED WITH MASTIC. 9. ALL EL EC. OUTLETS ARE TO BE PREFINISHED IVORY. 10, ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB SURR, MUST HAVE A FLAME SPREAD OF 25 OR LESS, 11, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE IS NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO, a06-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL 006-24, 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR, 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A-101 FOR ROOM FINISHES TYPICAL.. 11, SEE SHEET A102 FOR WINDOW TYPES. 18, SEE SHEET A-104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS 6HEET5 GR -1 AND CSR -2. COORDINATE [DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO 1/0' HAT CHANNELS 16' O.C, ON 1 1/2" COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20. PROVIDE A I HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY, SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING. APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION Q 18' POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRASS MFG. CO„ MODEL- 01418 2Q 24- TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CO., MODEL #14585 Q RECESS VANITY T155UE Box BY FRANKLIN BRASS MFG. CO., MODEL "919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL #1402 Q 36' GRAB BAR BY FRANKLIN 5RA55 MFG. CO., MOp;=L. #e632 ® 42' CRAP BAR BY FRANKLIN BRASS MFC, GO,, MODEL *5642 Q HORIZONTAL. SHOWER BAR 16' X 31" BY FRANKLIN BRASS MFG. CO„ MODEL *5600 ® STAINLESS STEEL. SHOWER ROD BY FRANKLIN BRASS MFG, CO„ MODEL 0162 ® RECE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN 5RA55 MFG, CO,, MODEL *9"10 Q FOLDING SHOWER SEAT 15Y MCKINNEY, MODEL. *214PL II PLATE GLASS MIRROR W/ 5/5 MOUNTING CHANNELS TOP d BOT, ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL *33.4023 ® RECEseED SOAP DISH BY INMPERIAL MARE3LE CORPORATION, MODEL *SDR 14 24' VERTICAL GRAB BAR BY FRANKLIN BRASS MFG, CO,, MODEL *5624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND 5ALE5, F -C COMMANDER SERIES Q 48" GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL. *5648 Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. SIZE 3'-0' WIDE x 2'-a" HIGH MOUNTED AT 6'-a" A.FF. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWX2ia ® DECORATIVE FYPON COLUMN AS SHOWN. Aro N -z -- O 11 GU EST ROOM ELEVA 1/4" " 3ATHR( 11 le =1'v m 18 108'-8' 10 -11 -al CIE IL_ ING �®OL loo' -o" DATUM M ELEVATIONS 10"1'- ' CEILING -V ,' Mi r. r� 2 Fy�NTURE PLAN 1/4 � ii ri ri r 174" =1'O 10-11-8' CE IL INCA GUEST ROOM ELEVATI 114"=1'-0" 9 GUEST ROOM ELEVATIOcis -j� VVCJ 1 12) BA TH�OOM ELEVATIONS (13 BAlleTHRIIV r- 4 " ELECTRIQA "` PLAN _'174" =1'-(' 7 �Iv�a t 1/4" 't =0' ELEVATIONS' (j4� � BATHROOM E ,d--,_1_0_-i_'_-_w `CEILING 100'-04 DATUM ,EVATIONS ELEVA TI GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS, 2, GRAB BARS MUST BE ABLE TO RESIST A PULL FORCI OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION, 3. SYMBOL 01NDICATES TOILET ACCESSORIES SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND N.C. SINKS SHALL BE SUPPORTED WITH A CONT, CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5, NOT USED, 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. I. CULTURED MARf3LE VANITY TOP TO HAVE MATTE FINISH, TUB SURROUND SHALL' HAVE GLO55 FINISH. a, ALL CORNER GUARD5 (�D d Q ARE To BE FULL HEIGHT AND SECURED WITH MASTIC. 9. ALL EL EC. OUTLETS ARE TO BE PREFINISHED IVORY. 10, ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB SURR, MUST HAVE A FLAME SPREAD OF 25 OR LESS, 11, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE IS NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO, a06-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL 006-24, 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR, 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A-101 FOR ROOM FINISHES TYPICAL.. 11, SEE SHEET A102 FOR WINDOW TYPES. 18, SEE SHEET A-104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS 6HEET5 GR -1 AND CSR -2. COORDINATE [DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO 1/0' HAT CHANNELS 16' O.C, ON 1 1/2" COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20. PROVIDE A I HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY, SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING. APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION Q 18' POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRASS MFG. CO„ MODEL- 01418 2Q 24- TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CO., MODEL #14585 Q RECESS VANITY T155UE Box BY FRANKLIN BRASS MFG. CO., MODEL "919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL #1402 Q 36' GRAB BAR BY FRANKLIN 5RA55 MFG. CO., MOp;=L. #e632 ® 42' CRAP BAR BY FRANKLIN BRASS MFC, GO,, MODEL *5642 Q HORIZONTAL. SHOWER BAR 16' X 31" BY FRANKLIN BRASS MFG. CO„ MODEL *5600 ® STAINLESS STEEL. SHOWER ROD BY FRANKLIN BRASS MFG, CO„ MODEL 0162 ® RECE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN 5RA55 MFG, CO,, MODEL *9"10 Q FOLDING SHOWER SEAT 15Y MCKINNEY, MODEL. *214PL II PLATE GLASS MIRROR W/ 5/5 MOUNTING CHANNELS TOP d BOT, ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL *33.4023 ® RECEseED SOAP DISH BY INMPERIAL MARE3LE CORPORATION, MODEL *SDR 14 24' VERTICAL GRAB BAR BY FRANKLIN BRASS MFG, CO,, MODEL *5624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND 5ALE5, F -C COMMANDER SERIES Q 48" GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL. *5648 Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. SIZE 3'-0' WIDE x 2'-a" HIGH MOUNTED AT 6'-a" A.FF. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWX2ia ® DECORATIVE FYPON COLUMN AS SHOWN. 11 15)MOUNTING HEIGHT We --1'-Ir 0 w U w W > r uI 0 w 0 U [L m 0 6► Im m m 77 ` �t cr• c� 0 z �� zz z 09 z W n: Qo _j .j vm 00 CD a 000 0f U O i w °C Z 1124 cle W. z Q ClU W_ r� W U�op�WF- 20�p-' [D c�F- Wa�Q�vi V) Q000wao �cna ` wj i' () V r,, VWjT�V . (VIII F-,d�a�VW- z 0 V�V QaI�V a- � QF-. F- 0 "2 -po" Q OH�aVF- Z�U�ZQa ZU WLL7-ZV �iT40V F— V) h r � U� ru.+� ) Z 0 al Q Qt Lir Z 1® LLJ Q LLJ % O U Pte" 0z 0W 0 Ll SHEET NO. REV. NO.: A®211 Aro N -z -- O lip -1 14ca ZA O t`t CV N Q FACIAL cv RECESSED TOILET T155UE GLoSEt WAF DIN T155UE 1)16FEN$ER D15FEN$ER N.G. (RECESSED) GRAS BAR TOVA=-L BAR TOWEL 6AR t SHELF SHELF * ROD SHOu1ER ExHAUST ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD 5LOCKING FOR ALL WALL MOUNTED ITEMS. 11 15)MOUNTING HEIGHT We --1'-Ir 0 w U w W > r uI 0 w 0 U [L m 0 6► Im m m 77 ` �t cr• c� 0 z �� zz z 09 z W n: Qo _j .j vm 00 CD a 000 0f U O i w °C Z 1124 cle W. z Q ClU W_ r� W U�op�WF- 20�p-' [D c�F- Wa�Q�vi V) Q000wao �cna ` wj i' () V r,, VWjT�V . (VIII F-,d�a�VW- z 0 V�V QaI�V a- � QF-. F- 0 "2 -po" Q OH�aVF- Z�U�ZQa ZU WLL7-ZV �iT40V F— V) h r � U� ru.+� ) Z 0 al Q Qt Lir Z 1® LLJ Q LLJ % O U Pte" 0z 0W 0 Ll SHEET NO. REV. NO.: A®211 v U 0 0 W w C) S 0 0 o� 0 0 (10w 0 z z w 0 w J H M v; LL w Of x N cCi N O O H 2 0)_ DIMENSION PLAN lle O IF] F//i (5) VVEJ1 M%JV/VI CLCV/'111V1` J 1/4' = Te GUEST ROOM ELEVATION 1/4"=TO' EILINCs BATHROOM ELEVATIONS 1/4" = TV FURNITUREP LAN L 1/4' = Y-0' c� 1/4" =1'-v (LING PLA ( ) i1ELECTRICAL PLAN 6Z GUEST ROOM ELEV 1/' = Y -0'I' 12 JH ROOM ELEVATI( I/e = TO GUEST �ROOM ELEVA 10 1/4' = TO ATION 13 BATHI ATIONS F14 BATHR( 1/4"=Te 7 GUEST ROOM ELEVATI 1/4" =1'-w 10-v - a, CEILING ATIONS I GENERAL NOTES I 1. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS, 2, GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION, 3, SYMBOL OINDICATES TOILET ACCESSORIES SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND H.G. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH, 5. NOT USED. 6, CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. 1. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH, TUB SURROUND SHALL HAVE GLOSS FINISH, 8. ALL CORNER GUARDS Q�D t Q ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC, 9, ALL ELEC. OUTLETS ARE TO BE PREFIN15HED IVORY. 10. ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED. TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. 11, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE IS NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13. FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO, SO6-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL 806-24, 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A-101 FOR ROOM FINISHES TYPICAL. 11. SEE SHEET A102 FOR WINDOW TYPES, 18, SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -I AND GR -2, COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19_ DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO l/8' HAT CHANNELS Q 16" O.G. ON 1 1/2' COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. ?0. PROVIDE A I HOUR FIRE RATED CEILING ASSEMBLY RG -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21- ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING ADPL IED, 22_ PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, I DESCRIPTION 1O IS" POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRASS MFG. GO., MODEL "1418 1O 24' TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CO., MODEL 0145F35 Q RECESS VANITY TISSUE BOX BY FRANKLIN BRASS MFG. CO., MODEL "919 DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. GO., MODEL 01402 G 36' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL "'5632 CEILING © 42' GRAB BAR BY FRANKLIN BRASS t -FG. CO., MODEL 05642 Q HORIZONTAL SHOWER BAR 16' X 31' BY FRANKLIN BRASS MFG. CO., MODEL "5600 ® STAINLESS STEEL SHOWER ROD BY FRANKLIN BRASS MFG. CO., MODEL "162 9O RECESS EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG_ CO., MODEL "9-10 OL ® FOLDING SHOWER SEAT BY MGKINNEY, MODEL *214PL DATUM II PLATE GLASS MIRROR w/ 5/6 MOUNTING CHANNELS TOP t BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL "33.4023 Q RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL *SDR ® 24' VERTICAL GRAB BAR BY FRANKLIN 5RA55 MFG, CO., MODEL 05624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES ® 48' GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL 05648 0 FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. 51ZE Y-0' WIDE x 2'-8' HIGH MOUNTED AT 6'-8" AFF. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DUGS. ® DECORATIVE FYPON COLUMN AS SHOWN_ 15 r✓' � Ol 7 14 lro ;- ul O _ t N N ca q -� E3 F- ^NV O lii L{i N N � Q FACIAL RECESSED TOILET TISSUE CLOSET $OAP TISSUE DISPENSER H,G. TOWEL TOWEL BAR SHELF SHOWER EXHAUST D13w DISFENSER (RECESSED) GRAB BAR BAR t $HELP + ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. 15 3/r = 1'dY NG HEIGHT ELEVATI lir -I Lro� j 0 MA F- oc 7 cul O 0 0 m m m D m 0 z Q nrl') O cr �It n w n iz�l Z v� a a -• I m: c5 I- 0 z " 04 u., N Z Z !� Z 0 W CL 55 Z • a `' Q O W tr 00Jw a� �00 _J U W W 0 00 a wo nv a_ Q Q 0_ W � O J V Zco CSL CL o Q CLw 0 L1J ui� ->z-_ Z 0 aopce wg 111 os�.o '-yra �� tnwtn a �rrw � a�4-y�vwo Z w�Opp �UZm�U�2 O _ a _j LLJ Cri Z a zui ui U O Lo- oW�-Z�W wow�o~�n� U0 m p p h- ULUel W wpzUL Z�OU W i W O' CLL Vim! 6 R SHF.FT NO. RFV. NO.: Q A-212 F_ _ (j)- DIMENSION PLAN v4' _re re t i1 FURNITURE PLAN t-0' 5 GUEST ROOM ELEVATION 1/4' = Te r. / 8 GUEST R v4' = re ELEVA 1/4' = TO 164 M ELEVA GE ILIWa REFLECT 1/4'=Te CEILING PLAN VVCJ 1 1/4' = fe 1/4' =TO 12 BATHROOM ELEVATIONS v4'=Te 13 ' GUEST R 10 ua• = ELEVA BATHROOM ELEVATIONS 1/4' =1"-0' 14 7 4 ELCLICAL PLAN4' : 1/4' = re BATH R( 1/4' = 'ro ILI 11 // U // � r • ELEVATIONS ELEVATION I GENERAL NOTES I I. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 L55. EXERTED AT ANY POINT IN ANY DIRECTION. 3- SYMBOL OINDICATE6 TOILET ACCESSORIES SEE THIS SHEET FOR ACCE55ORIE5 SCHEDULE. 4. MIRROR ABOVE VANITY AND H.G. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5. NOT USED. 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. -f. CULTURED MARBLE VANITY TOP t0 HAVE MATTE FINISH, TUB SURROUND SHALL. HAVE GLOSS FINISH. S. ALL CORNER GUARDS Q d 5-2 ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC, 9. ALL ELEC, OUTLETS ARE TO BE PREFINISHED IVORY. 10. ONE PIECE SYNTHETIC MARBLE ( 5'-0" LENGTH ) TUB SURROUND IN ALL. GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB 5URR MUST HAVE A FLAME SPREAD OF 25 OR LESS. II. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS, UNIVERSAL RUNDLE 15 NOT AN APPROVED SUPPLIER, 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK t0 MATCH CASE GOODS- BEVERLY COAT RACK MODEL NO. 506-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE5515LE UNITS WHICH WILL USE MODEL 806-24. 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE 51LL5 AT INTERIOR 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A101 FOR ROOM FINISHES TYPICAL. IT SEE SHEET A102 FOR WINDOW TYPES. 18, SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -I AND GR -2, COORDINATE DOOR HARDWARE WITH SPECIFICATIONS, 19. DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO l/8" HAT CHANNELS a 16' O.C. ON 1 1/2" COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. ?0. PROVIDE A I HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION. 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FIN15H BEING APPLIED, 22, PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS, I ACCESSORIES SCHEDULE I NO. I DESCRIPTION t0 18" POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRASS MFG. CO., MODEL 01416 20 24" TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRA55 MFG, CO_, MODEL 014585 30 RECESS VANITY TISSUE BOX BY FRANKLIN BRA85 MFG. CO., MODEL "919 ® DOUBLE ROSE HOOK BY FRANKLIN BRA55 MFG. GO., MODEL "1402 36" GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL "5632 CEILING ® 42' GRAB BAR BY FRANKLIN BRA55 MFG. CO., MODEL 05642 Q HORIZONTAL SHOWER BAR 16" X 31' BY FRANKLIN BRASS MFG, CO-, MODEL 05600 ® 5TAINLE55 STEEL SHOWER ROD BY FRANKLIN BRA55 MFG, CO., MODEL "162 ® REGE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN BRA55 MFG. CO., MODEL "970 100' 10 FOLDING SHOWER SEAT BY MCKINNEY, MODEL *214PL DATUM 11 PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP t BOT. 12 BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 13 RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL "SDR Id 24" VERTICAL GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL 05624 I5 CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES I6 48' GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL 05648 11 FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. 51ZE 3'-0" WIDE x 2'-8" HIGH MOUNTED AT 6'-8' A.F.F. I8 CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWCsS, 19 DECORATIVE FYPON COLUMN AS SHOWN, O 15 5 F O ® —1 14 IT F- E3 6 p 0 0 N mO N N W Q FACIAL RECESSED TOILET TISSUE CLOSET SOAP TISSUE DISPENSER H.G. TOWEL TOWEL BAR SHELF SHOWER EXHAUST DISH DISPENSER (RECESSED) GRAB BAR BAR t SHELF a ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. 15 3/8' --re GHT ELEVATION 1/"''i Z Q w z m 0 3 W W m m 0 Z L 0i i N N N N �d CL W Z w x O�u- • V Z N � N Z Z �N oC Z -- Li w IOL W z� WJ Qo0 0 _1 �n J vCkf C) \ 3 w n O w� coo a. Q Q QC W D LL_ V) rye I� V Z m Ole CL O Q t/) w�ox, ~ W �0 2 Z xo o- m Z atia�c>wo �cnoozo�o Wx=zwa' inw J )� m«Q Ci.I =Z�Q�ow f --a CLLJpWzpd�OW Y O =a_Emz0ww wa=a�C� V<01 ow: p¢Cl0 r� �UIY$F-ipU Q� > om U W �, J � W Z o w Z W D�0J C)e� SHfCT N0, RLV:,-NO-: A-213 1 1/4' =TO 12 BATHROOM ELEVATIONS v4'=Te 13 ' GUEST R 10 ua• = ELEVA BATHROOM ELEVATIONS 1/4' =1"-0' 14 7 4 ELCLICAL PLAN4' : 1/4' = re BATH R( 1/4' = 'ro ILI 11 // U // � r • ELEVATIONS ELEVATION I GENERAL NOTES I I. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 L55. EXERTED AT ANY POINT IN ANY DIRECTION. 3- SYMBOL OINDICATE6 TOILET ACCESSORIES SEE THIS SHEET FOR ACCE55ORIE5 SCHEDULE. 4. MIRROR ABOVE VANITY AND H.G. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5. NOT USED. 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. -f. CULTURED MARBLE VANITY TOP t0 HAVE MATTE FINISH, TUB SURROUND SHALL. HAVE GLOSS FINISH. S. ALL CORNER GUARDS Q d 5-2 ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC, 9. ALL ELEC, OUTLETS ARE TO BE PREFINISHED IVORY. 10. ONE PIECE SYNTHETIC MARBLE ( 5'-0" LENGTH ) TUB SURROUND IN ALL. GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB 5URR MUST HAVE A FLAME SPREAD OF 25 OR LESS. II. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS, UNIVERSAL RUNDLE 15 NOT AN APPROVED SUPPLIER, 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK t0 MATCH CASE GOODS- BEVERLY COAT RACK MODEL NO. 506-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE5515LE UNITS WHICH WILL USE MODEL 806-24. 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE 51LL5 AT INTERIOR 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A101 FOR ROOM FINISHES TYPICAL. IT SEE SHEET A102 FOR WINDOW TYPES. 18, SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -I AND GR -2, COORDINATE DOOR HARDWARE WITH SPECIFICATIONS, 19. DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO l/8" HAT CHANNELS a 16' O.C. ON 1 1/2" COLD ROLLED CHANNELS a 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. ?0. PROVIDE A I HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION. 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FIN15H BEING APPLIED, 22, PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS, I ACCESSORIES SCHEDULE I NO. I DESCRIPTION t0 18" POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRASS MFG. CO., MODEL 01416 20 24" TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRA55 MFG, CO_, MODEL 014585 30 RECESS VANITY TISSUE BOX BY FRANKLIN BRA85 MFG. CO., MODEL "919 ® DOUBLE ROSE HOOK BY FRANKLIN BRA55 MFG. GO., MODEL "1402 36" GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL "5632 CEILING ® 42' GRAB BAR BY FRANKLIN BRA55 MFG. CO., MODEL 05642 Q HORIZONTAL SHOWER BAR 16" X 31' BY FRANKLIN BRASS MFG, CO-, MODEL 05600 ® 5TAINLE55 STEEL SHOWER ROD BY FRANKLIN BRA55 MFG, CO., MODEL "162 ® REGE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN BRA55 MFG. CO., MODEL "970 100' 10 FOLDING SHOWER SEAT BY MCKINNEY, MODEL *214PL DATUM 11 PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP t BOT. 12 BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 13 RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL "SDR Id 24" VERTICAL GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL 05624 I5 CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES I6 48' GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL 05648 11 FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. 51ZE 3'-0" WIDE x 2'-8" HIGH MOUNTED AT 6'-8' A.F.F. I8 CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL DWCsS, 19 DECORATIVE FYPON COLUMN AS SHOWN, O 15 5 F O ® —1 14 IT F- E3 6 p 0 0 N mO N N W Q FACIAL RECESSED TOILET TISSUE CLOSET SOAP TISSUE DISPENSER H.G. TOWEL TOWEL BAR SHELF SHOWER EXHAUST DISH DISPENSER (RECESSED) GRAB BAR BAR t SHELF a ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. 15 3/8' --re GHT ELEVATION 1/"''i Z Q w z m 0 3 W W m m 0 Z L 0i i N N N N �d CL W Z w x O�u- • V Z N � N Z Z �N oC Z -- Li w IOL W z� WJ Qo0 0 _1 �n J vCkf C) \ 3 w n O w� coo a. Q Q QC W D LL_ V) rye I� V Z m Ole CL O Q t/) w�ox, ~ W �0 2 Z xo o- m Z atia�c>wo �cnoozo�o Wx=zwa' inw J )� m«Q Ci.I =Z�Q�ow f --a CLLJpWzpd�OW Y O =a_Emz0ww wa=a�C� V<01 ow: p¢Cl0 r� �UIY$F-ipU Q� > om U W �, J � W Z o w Z W D�0J C)e� SHfCT N0, RLV:,-NO-: A-213 V) oy U a U w w Q Q a a w J F- u- LU --u- w x N 00 rn 0 0 0 O I SEE FLOOR PLAN FOR THIS CONDITION c T Lli �1 I 'tel• I - I I I 1 ` � 1 < SEE FLOOR PLAN FOR THIS CONDITION c Lli �1 'tel• I �.,@' IIL------------------------ OIII 1 I �O O 1 ICS `r I 41 3- -- I �I I Q ZIA - ---- -------.. -------- I - I I iCa I is I I � I I I r' I O ttl dl (�, I 2A I ® 135• 2A ----'- I _ v / -j �A `l1 ' 31-41 31_41 DIMENSION PLAN (:l)-1/4" =1'-010 Aw- GUEST ROOM ELEVATION We = TO $ GUEST ROOM E 1/4" =1'-W 1� D^ I F-) it0 1/4* - T-il? 1 Imm mm, w • I 1 CEILING PATUM ELEVATIONS NOIR i �/ 'r 1*10 rA 2 FURNITURUP LAN v4� _ J! 31REFLECTED CEIL 1/4' = i-0' of M � j �ELEGTRICAL PLAN II' Lli �1 'tel• I �.,@' 9 GUEST 1/4' =1'V GUEST 1/4" =1'•(r E ELEVATION Clo)_QUT ESROOM ELEV, 1/4'=Y-0' Z BATH ROOM 1A .M 1'-U" 7 VvGa Ill 1/4"=Te S ROOM ELEVATIONS 4 BA7HR1 (1-3).BAIF � 1/4' = Y-0' 1- M OILVI GEILIN,G 1001-01 DATUM AT'IONS M _ ELEVATI i I GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL. FORCE OF 35(4 X1=55. EXERTED Al ANY POINT IN ANY pIR1=GTION. 3. SYMBOL QINDICATES TOILET AGCE550RIE5 SEE TH15 SHEET FOR ACCESSORIES SCHEDULE, 4, MIRROR ABOVE VANITY AND H.C. SINKS SHALL BE 5UPPORTEp WITH A CONI'. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5. NOT USED. ro. CLOTHES RACK A55EM51-Y TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. 1. CULTURED MARP!_3= VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND SHALL HAVE GLO55 FINISH, 8, ALL CORNER GUARDS (ED d � ARE TO BE FULL" HEIGHT AND SECURED WITH MASTIC. 9. ALL ELEC. OUTLETS ARE TO BE F'REFINISHED IVORY. 10, ONE PIECE SYNTHETIC MARBLE ( 5'-0' LENGTH ) TUB SURROUND IN ALI- GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED. TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS, 11. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE 15 NOT .AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE. ELECTRONIC NOT MAGNETIC BALLAST5, 13, FIN15H OF BEVERLY COAT RACK TO MATCH CASE GOODS, BEVERLY COAT RACK MODEL No. afo6-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL. USE MODEL 006-24. 14 ALL WINDOWS TO HAVE BUCK SCREENS AND CULTURED MARBLE SILLS AT INTERIOR 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. 5EE SHEET A-101 FOR ROOM FIN15HE5 TYPICAL, 11. SEE SHEET A102 FOR WINDOW TYPES. 10, SEE SHEET A-104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2, COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS. 1/2' DRYWALL ATTACHED TO 1/0' HAT CHANNELS Q I6" O.G. ON 1 1/2' COLD ROLLED CHANNELS m 24" O.C, SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 2o. PROVIDE A I HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-001 FOR A DETAILED DESCRIPTION. 21. ALL EXPOSED CEILINGS ARE To BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION Q la" POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BRASS MFG, CO., MODEL 01415 Q 24" TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN 5R485 MFG. CO., MODEL 0145813 3Q RECE55 VANITY TISSUE BOX BY FRANKLIN f5RAS6 MFG. CO., MODEL "919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL "1402 ® 3ro" GRAB BAR BY FRANKLIN 5RA55 MFC-. CO., MODEL *5632 © 42" GRAB BAR BY FRANKLIN 15RA55 MFG. CO,, MODEL 05642 ® HORIZONTAL SHOWER BAR fro" X 31" 15Y FRANKLIN BRASS MFG, CO,, MODEL 05ro0ro Q 5TAINLE55 STEEL SHOWER ROD BY FRANKLIN 15RA55 MFG, CO., MODEL "1sg,2 Q RECESS EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG, CO,, MODEL 0910 FOLDING SHOWER SEAT 15Y MCKINNEY, MODEL +1214PL II PLATE GLA55 MIRROR w/ 5/5 MOUNTING CHANNELS TOP 4 BOT. Q BATH TUR SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL "33.4023 ® RECE56ED 50AP DISH BY INMPERIAL MARBLE CORPORATION, MODEL *SDR ® 24" VERTICAL GRAS BAR BY FRANKLIN 15RA55 MFG, CO., MODEL 05ro24 Q CLOSET RACK A55EMB1-Y BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES ® 4a' GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL f5ro4a Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. SIZE V -m' WIDE x 2'-a" HIGH MOUNTED AT ro'-8" A.FP. ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL PUra5, ® DECORATIVE FYPON COLUMN A5 SHOWN. j c1 MOUNTING HEIGHT ELEVATION Z � lu � r _ � Z � 0 U W M O to 0 () (L m 0) 0 � 6 m �G Fti W _ W CA II Lx Wco co 0 J s^ +— • J U D� (w/ zV QA N n — � I Z N � Q� Z tr, 6— z w CK `? Cr - p ``' v xo w wo 0 X opo CJ w IL�a F- 1 �.j u Cie, CL 0 UP W IL WAoz��o wr oo� xoWaZ~mvi 1 ce n r to �aYp-zaz� 0 awlr�F-u cQcQi UO G1W(X� �0.�awUwU Q COF 1r Nj Ln-w W ti oWo� w acr��� w ��ac��aoap Q �3QE(�L o Z zujz F._/z �ow �vaoo F— r) tv.-) w m Low Ul W V) w ZL F - Z W o'er SHEEF NO. I REV,N A-214 Q �-✓ �O O ZIA �; — ®mw icv O ttl dl All 61, All Q FACIAL RECE55ED TOILET TIME CLOSET SOAP' T15%E 015PEN5ER H.C. TOWEL TMEL t3AR 5HELF SHOWER EXHAUST FISH P15FENSER (RECE55EP) GRAS BAR OAR t SHELF 10 ROP ROP LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL_ MOUNTED ITEMS. j c1 MOUNTING HEIGHT ELEVATION Z � lu � r _ � Z � 0 U W M O to 0 () (L m 0) 0 � 6 m �G Fti W _ W CA II Lx Wco co 0 J s^ +— • J U D� (w/ zV QA N n — � I Z N � Q� Z tr, 6— z w CK `? Cr - p ``' v xo w wo 0 X opo CJ w IL�a F- 1 �.j u Cie, CL 0 UP W IL WAoz��o wr oo� xoWaZ~mvi 1 ce n r to �aYp-zaz� 0 awlr�F-u cQcQi UO G1W(X� �0.�awUwU Q COF 1r Nj Ln-w W ti oWo� w acr��� w ��ac��aoap Q �3QE(�L o Z zujz F._/z �ow �vaoo F— r) tv.-) w m Low Ul W V) w ZL F - Z W o'er SHEEF NO. I REV,N A-214 v4' = 1'-0"' �J I � i 1!I� IAw.-, 2 FURNITURE PLAN $ GUEST ROOM EVATI ELO 1/4"=1'*0", CEILING � r* 1/4' =1'-V CEILING cc, - '� a rtt DATUM 9 Gu EST R 1-0 I Q 15 I O ' El --- n I I I � I I I I I I (® I I I I � I� I 1 12" 0 2'-11" ® —ICV O e - I I I LI1 I �r 0 I ------------ 3'-5"E111 I - 711) I I L--------------0 -- ------- i i ° n m Q FACIAL cv RECESSED TOILET TISSUE CLOSET KDr T155UE DISPENSER H.G. TOWEL TOWEL 15AR SHELF SHOWER EXHAUST DISH D15PEN$ER (RECESSEp) GRAB BAR DAR 4 SHELF o ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. I ICs CIA3' _ 4. 40 ) CA I :2 2 T-� D 6' i ------------- v4' = 1'-0"' �J I � i 1!I� IAw.-, 2 FURNITURE PLAN $ GUEST ROOM EVATI ELO 1/4"=1'*0", CEILING � r* 1/4' =1'-V CEILING cc, - '� a rtt DATUM 9 Gu EST R 1-0 12 3ATHRi( 1/4"=1'�0�' C31 REFLECTED CEILING PLAN �L 1a uvr_J l . 1/4" =1'dY ✓ATIONS13 BATHRI 1/4' = Y-0' tL/ ; 1 " 1011 -al GE IL ING loot-onOL DATUM GUEST R ELEVATIONS 14 BATHRIjrow lle OOM ELEVATION OL 1 -r'- " CEILING � , ro, r,0 r ffoAW- GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB 5AR5 MU5T BE ABLE TO RESIST A PULL FORCE OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION. 3. 5YM50L QINCPICATES TOILET ACCESSORIES SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND N.C. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5. NOT USED. 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER 6ERIE5. -I. CULTURED MARBLE VANITY TOP TO HAVE MATTE FIN15H. TUB SURROUND SHALL HAVE GLOSS FINISH. a. ALL CORNER GUARDS Q 4 Q ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC, 9. ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY, 10. ONE PIECE SYNTHETIC MAR5LE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. II, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS, UNIVERSAL RUNDLE 15 NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. &Oro -30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL 506-24. 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS, 16, SEE SHEET A -f01 fiOR ROOM FIN15NE5 TYPICAL. 11. SEE SHEET A102 FOR WINDOW TYPES. 10. SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO 1/S' HAT CHANNELS a Irv' O.C. ON 1 1/2' COLD ROLLED CHANNELS a 24' D.G. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2rool AT THE 5TH FLOOR ONLY. 6EE SHEET A -a01 FOR A DETAILED DESCRIPTION. 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED, 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION 0 la' POLISHED STAINLESS STEEL TOWEL BAR SET 5Y FRANKLIN BRASS MFG, CO., MODEL *1418 Q 24' TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATT=5 BY FRANKLIN BRASS MFG. CO., MODEL *1450B Q RECESS VANITY TISSUE BOX BY FRANKLIN BRASS MFG. CO., MODEL "919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL 01402 5Q 3ro' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL 05632 ® 42' GRAB RAR BY FRANKLIN 53RA5S MFG. CO., MODEL #"x642 HORIZONTAL SHOWER BAR 16- X 31' BY FRANKLIN BRASS MFG, CO., MODEL "5600 Q 5TAINLE5$ STEEL SHOWER ROD BY FRANKLIN 5RA55 MFG, CO., MODEL #lro2 Q RECE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN BRA$5 MFG, CO., MODEL #910 ® FOLDING SHOWER SEAT BY MCKINNEY, MODEL #214PL 11 PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP 4 BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033. 1023 13 RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL ' $DR ® 24' VERTICAL GRAB BAR BY FRANKLIN 5RA55 MFC. CO., MODEL #5ro24 Q CLOSET RACK AS5EMBLY BY TUBULAR ENGINEERING ANP SALES, F -C COMMANDER SERIES I6 48' GRAB BAR BY FRANKLIN 5RA55 MFG. CO., MODEL "S64a 11 FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. SIZE V-0' WIDE x 2'-a" HIGH MOUNTED AT 6'-8' A.F.F. 18 CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL. DWG5. 19 DECORATIVE FYPON COLUMN AS SHOWN. 1 14 1(o Q 15 E ' 12 3ATHRi( 1/4"=1'�0�' C31 REFLECTED CEILING PLAN �L 1a uvr_J l . 1/4" =1'dY ✓ATIONS13 BATHRI 1/4' = Y-0' tL/ ; 1 " 1011 -al GE IL ING loot-onOL DATUM GUEST R ELEVATIONS 14 BATHRIjrow lle OOM ELEVATION OL 1 -r'- " CEILING � , ro, r,0 r ffoAW- GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB 5AR5 MU5T BE ABLE TO RESIST A PULL FORCE OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION. 3. 5YM50L QINCPICATES TOILET ACCESSORIES SEE THIS SHEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND N.C. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. 5. NOT USED. 6. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER 6ERIE5. -I. CULTURED MARBLE VANITY TOP TO HAVE MATTE FIN15H. TUB SURROUND SHALL HAVE GLOSS FINISH. a. ALL CORNER GUARDS Q 4 Q ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC, 9. ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY, 10. ONE PIECE SYNTHETIC MAR5LE ( 5'-0' LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED, TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. II, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS, UNIVERSAL RUNDLE 15 NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. &Oro -30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL 506-24. 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR 15, COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS, 16, SEE SHEET A -f01 fiOR ROOM FIN15NE5 TYPICAL. 11. SEE SHEET A102 FOR WINDOW TYPES. 10. SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19. DROP CEILINGS ARE AS FOLLOWS : 1/2' DRYWALL ATTACHED TO 1/S' HAT CHANNELS a Irv' O.C. ON 1 1/2' COLD ROLLED CHANNELS a 24' D.G. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2rool AT THE 5TH FLOOR ONLY. 6EE SHEET A -a01 FOR A DETAILED DESCRIPTION. 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED, 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION 0 la' POLISHED STAINLESS STEEL TOWEL BAR SET 5Y FRANKLIN BRASS MFG, CO., MODEL *1418 Q 24' TOWEL SHELF WITH BAR, SUPPORT BRACES AND PLATT=5 BY FRANKLIN BRASS MFG. CO., MODEL *1450B Q RECESS VANITY TISSUE BOX BY FRANKLIN BRASS MFG. CO., MODEL "919 ® DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL 01402 5Q 3ro' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL 05632 ® 42' GRAB RAR BY FRANKLIN 53RA5S MFG. CO., MODEL #"x642 HORIZONTAL SHOWER BAR 16- X 31' BY FRANKLIN BRASS MFG, CO., MODEL "5600 Q 5TAINLE5$ STEEL SHOWER ROD BY FRANKLIN 5RA55 MFG, CO., MODEL #lro2 Q RECE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN BRA$5 MFG, CO., MODEL #910 ® FOLDING SHOWER SEAT BY MCKINNEY, MODEL #214PL 11 PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP 4 BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033. 1023 13 RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL ' $DR ® 24' VERTICAL GRAB BAR BY FRANKLIN 5RA55 MFC. CO., MODEL #5ro24 Q CLOSET RACK AS5EMBLY BY TUBULAR ENGINEERING ANP SALES, F -C COMMANDER SERIES I6 48' GRAB BAR BY FRANKLIN 5RA55 MFG. CO., MODEL "S64a 11 FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. SIZE V-0' WIDE x 2'-a" HIGH MOUNTED AT 6'-8' A.F.F. 18 CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL. DWG5. 19 DECORATIVE FYPON COLUMN AS SHOWN. 15MOUING HEIGHT ala A '�NT TION f w Q f- 0 111 :3 } j U Q-. m m ® (o cn uln o 11 N N W 4- -r �. W L O Z W� Z z z �0000 �. u co 0z wOP w >F E00 o rr'''' W �o �, ■ Q w r. dam► z � ui CA D� L3 a rrQxa:rRz� ps�o v) (L N�tnwai�`�U 1.W-..a.1=QOVw W�u— F— 8 �U0fi1D� Uf za zLu In�aa. V) pa0V) CL C�ap 0 l -i CL�a OUB wow, p4�w FQC[ F-100 F— F— Q Z D m r W-jLQILI Q � Q itl n O V `'ter/ Z Q z:� z SHEET N0. IV --NO.: A-215 1 14 1(o 15 ' � ® —ICV O e j� Ui LI1 �r Q FACIAL cv RECESSED TOILET TISSUE CLOSET SOAP T155UE DISPENSER H.G. TOWEL TOWEL 15AR SHELF SHOWER EXHAUST DISH D15PEN$ER (RECESSEp) GRAB BAR DAR 4 SHELF o ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS. 15MOUING HEIGHT ala A '�NT TION f w Q f- 0 111 :3 } j U Q-. m m ® (o cn uln o 11 N N W 4- -r �. W L O Z W� Z z z �0000 �. u co 0z wOP w >F E00 o rr'''' W �o �, ■ Q w r. dam► z � ui CA D� L3 a rrQxa:rRz� ps�o v) (L N�tnwai�`�U 1.W-..a.1=QOVw W�u— F— 8 �U0fi1D� Uf za zLu In�aa. V) pa0V) CL C�ap 0 l -i CL�a OUB wow, p4�w FQC[ F-100 F— F— Q Z D m r W-jLQILI Q � Q itl n O V `'ter/ Z Q z:� z SHEET N0. IV --NO.: A-215 V 1 1 N.•j ....... _ x♦ ( I 1--. — _ — __.- ---' — -9 DRAIN (TYP.) I/8" / FT. 5LOPE (TYP.) 0- i :,•. I�tA CK lu I o 0 ALL )I Ill HA CA 04 71 Mil ILA TrE V) 0 LL_ • 1 " r T mm z i x (T F) A 16 A216 A21� C� a> f7 O Z d N FLOOR PLAN Z REFLECTED CEILING PLAN ROOF PLAN Z� SCALE : 3110-- '-0" SCALE : 3/16'-1'-0' SCALE : 3/10--T 0" CD (n o- L a V) • J : - Y O o Y fes. �r U- / \ C -co, U- 4.,J LEEq CJ _ O o U1 G t E IF5 `./ w / wU ro � B / 11 10, I1(a'-10" J TOP OF PARAPET _ TOP OF PARAPET ro A-216 TYREE: OL 112'-0' 112'-0" f 2nd FLOOR 2nd FLOOR � � � Lo L 110'wl0" - /\ 110'-l0e p7. fqi�. _ BOT, 6OFFIT BOT. SOFFIT . -' ,� NOTEI _j m PROVIDE 4 PLY EUILT-UP ROOF, GRANULAR WWACED ON TAPERED i � '� o / / INSULATION ON LIGTH WEIGHT CONCI_Tj v I � -3 To SLOPE 1/8' To ROOF DR4IN8. PROVIDE 0 TW oVER-FLOW WJFPEr� a FRONT COLS. LOBBY / VESTIBULE' x 1o0'-(d" 100'-(D" LA - Fliv FLOOR FIN. FLOOROIL 55, ` 1-6,4 $V-/_ OL KJJ DRI VElUA1' F F. DRI VEIUAY F F. , Cie 17 3/�# " STUCCO �1 A W. FRONT ELEVATION RIGHT SIDE ELEVATION SECTION AT PORTE COCHERE `� z SCAM 311V I'-0" � SCALE: 3/16"=190 W ago � �Q W�-.F--CQ (n ROOF DRAIN - 6EE PLANe -- GRAVEL SWOP AND ck n 1 w FOR SIZE5 AND LOCATIONS. FLA5HIWs RING a_ORO Uo U U $ W w 1(0'-10" SPECIFICATIONS TYPICAL �' a t a= o W o o INSATLL DRAIN PER MFRCz'S, a - - o a ' oma xx Lw 1 Q vvQm6 TOP OF PAPET 4 PLY BALLA$TED BUILT UP ROOF TAPERED 'ZONOL ITE' ,p� x F o'0 E IFS SEE 5PECIFIGATIONS SLOPED TO DRAIN z p� _ w N � s ItrOw ��1L'NUO y ROOF DRAIN og"v'`[1'a[Lo a TYP. `► ~i1 PTAC UNIT ~ ����7 a Q wn.a o GONG. ROOF SLAP - Lt � " SLOPE 1/0PER FT. ' + ' (5EE 5TRUCT.) x o w a• h-•UCK3F-zoO ,.' " ' ° • ,.. GONG. ROOF SLAB=L000R SLAB . SLOPE 1/0' PER FT. :^ (SEE STRUGT.) (SEE 5TRUCT.) 4 1�10 � m `-F BOT. OF 60FFIT A � U z 4• 3/4" STUCCO �"� Q 0 ) 3/4" 5TUCCO ONO" CMU Q SEE PLUMBING PLAN FOR o ROUTING AND PIPE 51ZE5uj ULL J 20 o 5HEE1' N0. SECTION AT FACIA SECTION ®.MAIN BUILDING CONNECTION ROOF DRAIN � DETAIL f/ 9 : �•�; SCALE: 3/�' 1'-0" SCALE : 3/8 —1'-0" SCALE 31"-4'' A-216 SPA THE POOL DRAWING AND RELATED spEcinCATIONS ARE TO BE CONSIDERED AS MEETING MINIMUM REQUIREMENT WHICH MAY CHANGE AS A RESULT OF STATE, LOCAL CODE AND HEALTH DEPARTMENT REQUIREMENTS. HYDRAULIC THERAPY LIFTER OR OWNER APPROVED EQUAL -- USE MATCHING SLEEV AND SEAT AND INSTALL PER MANUFACTURER'S INSTRUCTION O A' RETAINING WALL I I I f"llill OR SPA CITll H.C. LIFT V SEE SHEET C-5 FOR STEP DETAIL RETENTION POND LADDER SEE CIVIL POOL 0 Nlc0 POOL NA -39,r 2 H.C. LI FT N.I.C.( DECK FIE,01 DETAIL v 2 A -W 4 10 12 13 14 15 116 A -M 222'\-\4' 40,11, --1 91-4A L -a. L L POOL ------- CORRIDOR 151 701, + I I I I I I I 4+l AREA K2 f 1-4-] POOL EQ. ROOM E- - ELEV. MA IG TOR L -4 1 ROOM CN F------------,-----------------1-------_-� O FIF51 FIRE PUMP ..A/C: EEN 'D' DBL-ICAJEE All. 11 5TOR 11431 mEr=TING CORR. Fi�] A/c 0-3-0 Ir ROOM K/W PREP —IRS] Z: --4--- 1 6 ROOM —1 1 It — — : 4 npmr�x"tG AL AREA 144 110 "77 1 --- -4-- 1 1 2G EXERCISE (D I In n I MECHANICAL — I 1 i T— ROOM W E..C. 11 ROOM VENDING REV. i LEV. AREA Fil I I F1 3 7F, 10/ o STAIR I A/C LO, L ------------- I L___-- i L ------------- L ------------ j 1�n I \STAIR I Ill I I # myl;11111111111 — -fl- (D �I1F,olEIEl PLANTER --- 1 -- 2 Di- 4��'Ff46 L PHONE W PHONE" CORRIDOR ip IG m. nnx 2A CORRIDOR CORRIDOR TER) <14>J 2A 02-&-] F142 -T' K 7 R J1 A/C - - - [LD to A N, IG 118 u A -------------------- STOR- LINEN - ��'\v Q I ) 2A D BOARDFRONT F1227 STOF;z (0) ROOM ----------------- DESK -2 CIG:> MEN E-14-1] ul F -0-31 1 -- F'� 112SI ail 5 JA4 A -301f 11-3� MECWJELEr_. F ------------ I r-___-_____-- - WORK HOUSE- NA -302, 7ET I LOBBY ROOM KEEPING 123 Ur= -j E X Cl �13 V) C) c --C E) < WATER HEATER ROOM < z 0 w Lu O Lu w :3 v' 13 opo uj (L (op, O Z 04 LL -q- ui CL: 00 II Z It a> (--j — Z 00 04 1 1 Nz (N La U0, (oso Wui C) W 0 c.) C14 C.) co CL [11 Z71 ?I EMPLOYEE 11491 5REAK ROOM JI E�JA F 5 Cie OFFICE I OFFICE LLJ 0 ! Fc— r 124 C. F121 EW / O�' r I milift I F1341 1E -------- 7rrrL— ----jT7rITTrrMMmlIjuUj=Ij lFivEW- ILLJ A L 0 *NO 5INESS 03 �, m O El jj) CENTER— m V. 0-2-0-1 .j two IA\ If- <3> q> q> q> &A FIF E3 ENTRY VEST. Hl U-) ERE] -4 u- F VIA YL ED 6i - ------ 4— 4— If MONSAWAIN u- — A203 X ��j I e% WALL / PARTITION SCHEDULE oogow 0 - NON RATE[) WALL:' 3Na'MTL. STUDS Q O >- w a -W 0 of' Ill O.G. MAX. SPACING W1 rp/5' GYP 0 IS 0-2 0 51). EACH FACE. 0 Iff C La OD 0 QD ONE HOUR U.L. DESIGN U425 vA=Q'm oo� 8111 It a, TWO HOUR U.L. DE51GN U425 u- 0 GENERAL NOTES N U436 N Z 0 2 , - - - - - - - - - ONE HOUR U.L. DE U211 i - 1, SEE STRUCTURAL DRAWINGS FOR ALL FILLED CELL LOCATIONS, BLOCK OPENINGS, SIGN U465 U.J a: 0 z t .i6l-ozw EXPANSION JOINTS, RE5AR,AND FOOTINGS. oz 000CL TWO HOUR U.L. DESIGN U4<31 L'ujwo a >-ZfWWII gwag"- "Murli 99049101� 0.0aumom .-W- AWN690m *111911 ..10 zook-w uj �)X<�ux UNIT TYPE SCHEDULE 2. ALL INTERIOR DIMEN61ON6 ARE TO THE FACE OF METAL STUD UNLE56 NOTED ZE TWO HOUR U.L. DESIGN U4e2 0 Ck� 0 0 OTHERWISE. ALL EXTERIOR DIMENSIONS ARE TO FACE OF BLOCK. l Ice. r) QUANTITT' PER FLOOR 3. REFER TO CIVIL DRAWINGS FOR ALL SITE. THREE H�UR U.L. DESIGN U(2)04 "ilifil 4, ALL SLEEPING ROOMS ON THE FIRST AND SECOND STORIES OF GROUP R OCCUPANCIES NON RATED NOM. 8" C.M.U. WALL 0 A21(o 'NA -303 ROOM TTFf-z GROSS AREA ISt- 2nd- 3rd. 4th. E;,th. TOTAL SHALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 1005.4, 56C, '134 EDITION. 0 Uj O = m -c! KiNG 11A If FIX ALL OPERABLE GUEST ROOMS WINDOWS TO OPEN NO MORE THAN ONE HOUR NOM, &' r -J -1.U. WALL 3 355 SQ. FT. SEE SHEET A-20'1 4FLOORS AT FLOORS 3 AND UP. tu 0 TWO HOU R..jjWQ&pIaN Ueor-) I-- () -T -4 11) <ING 422 6a. FT, 2 2 2 SEE SHEET A-200 5. PROVIDE CORNER GUARDS (SEE SHEET A-101) AT ALL PUBLIC SPACE 90 DEGREE U. FIRST FLOOR PLAN D.W. CORNERS, FOUR HOUR U.L. DESIGN U -No <ING I,C11(JAGUZZI) 419 SQ, FT, SEE SHEET A-209 ro, LAUNDRY CHUTE SHALL MEET ALL OF THE PROVISIONS OF u') SECTION 105.2.4,65C '1-34 EDITION. "SREVIEW THREE HOUR U.L. DE51G-N-LL214 K/ /G I'D" (5�40WEfR) 422 SQ_ FT, 2 2 SEE SHEET A-210 1. CONSTRUCTION, INSTALLATION, OPERATION AND PROTECTION OF kd'tV OF SMF DEE FR SHEETS FOR UL DESIGNS <ING 11E 11 41 - ELEVATORS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER (o 60, FT- 2 SEE SHEET A -21r-) -4-1, UNIFORM SAFETY STANDARD FOR ELEVATORS. - 4A NECESSARILY THIS PROJECT DOES NOT NEC -� � 0 F-)CU5LE QUEEN "A" 422 60. FT- 11 i i 11 44 SEE SHEET A-211 0. 6TAIR5 IN FOUR OR MORE STORIES SHALL SEN WITH 4 SIGN WITHIN USE EVERY WALL DESIGN LISTED. 422 6a, FT, 1 4 SEE SHEET A-212 TPE ENCLOSURE AT EACH FLOOR LANDING. THE SIGN SHALL INDICATE THE FLOOR FIRST CHARACTER INDICATES HOURLY FIRE 120 LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE, AND THE RESISTANCE REQUIRED FOR STRUCTURE < a/H/G; "C" (TU5/JCZ) 41`3 SQ, FT, - - I SEE SHEET A-213 INDENIFICATION OF THE STAIR THE SIGN SHALL ALSO STATE THE FLOOR LEVEL OF, SHEET NO. REV. NO.: AND THE DIRECTION TO, EXIT DI, SECOND CHARACTER INDICATES UL DESIGN USED, DISCHARGE. THE SIGN SHALL BE INSIDE THE ENCLOSURE DOUBLE QUEEN 11D 11402 SQ. FT. 2 - 2 SEE SHEET A-214 LOCATED APPROXIMATELY 5 FT, ABOVE THE FLOOR LANDING IN A POSITION THAT (SEE FIR SHEETS. is READILY VISIBLE WHEN THE DOOR 16 IN THE OPEN OR CLOSED POSITION, THIRD CHARACTER INDICATE--�140URLY FIRE A,101 TOTAL UNITS 5 25 25 25 25 105 (5-2.2.6.6, NFI 101 '134 EDITION-) RESISTANCE REQUIRED E>VfARATION. 0 W x U U) J Q 3 U 2 O U x C7 O d M M Y M Y V) N Y N Y Y Y Q C� J O U w 0 z 0 Q LJ J F- t') n N J L� M n J L� M n (i i Ll w x x Lp I m a NO rN IN WE US 11 10 IN 15 v v I Q eOP GUEST LAUNDRY (3RD. 8c 4TH. FL ONLY) � vs- = r -(- KING CUESTROOM 3RD, 4TH, dt 5TH 3 FLOORS ONLY vs' = r -o• jTYPICA�LF LOOR PLAN UNIT TYPE SCHEDULE QUANTITY FER FLOOf2 ROON TYPE GRoSS AREA 15t. 2nd. 3rd, 4th. 5th, TOTAL vI 1 KING II,411 385 SQ, FT. 1 a 8 8 8 � � n 422 SQ_ FT. - 2 2 2 2 5 v v I Q eOP GUEST LAUNDRY (3RD. 8c 4TH. FL ONLY) � vs- = r -(- KING CUESTROOM 3RD, 4TH, dt 5TH 3 FLOORS ONLY vs' = r -o• jTYPICA�LF LOOR PLAN UNIT TYPE SCHEDULE QUANTITY FER FLOOf2 ROON TYPE GRoSS AREA 15t. 2nd. 3rd, 4th. 5th, TOTAL vI 1 KING II,411 385 SQ, FT. 1 a 8 8 8 33 SEE SHEET A-201 KING 113" 422 SQ_ FT. - 2 2 2 2 5 SEE SHEET A-205 KING "C"(JACUZZI) 419 SQ. FT. - - 1 1 1 3 SEE SHEET A-209 K/1-I/C "[D" (5HcwE jZ) 422 SQ. FT. 2 - - - - 2 SEE SHEET A-210 KING ° E II41(o SQ. FT. - 2 2 2 2 8 SEE SHEET A-215 DOUBLE11 QUEEN AI' 422 5Q. FT_ - 11 11 11 11 44 SEE SHEET A-211 DBL.Q/1-�/C "B" 422 5Q. FT. - 1 1 1 1 4 SEE SHEET A-212 Q/14/C 1101 (TUB/JCZ) 41S SQ_ FT. - 1 - - - 1 SEE SHEET A-213 DOUBLE QUEEN IID 402 SQ, FT. 2 - - - - 2 SEE SHEET A-214 TOTAL UNITS 25 1 25 25 1 25 1 10E> GENERAL NOTES L SEE STRUCTURAL DRAWINGS FOR ALL FILLED CELL LOCATIONS, BLOCK OPENINGS, EXPANSION JOINTS, REBAR, AND FOOTINGS. 2. ALL INTERIOR DIMENSIONS ARE TO THE FACE OF METAL STUD UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE TO FACE OF BLOCK. 3. REFER TO CIVIL DRAWINGS FOR ALL SITE. 4, ALL SLEEPING ROOMS ON THE FIRST AND SECOND STORIES OF GROUP R OCCUPANCIES SHALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 1005.4, SBC, '94 EDITION. FIX ALL OPERABLE GUEST ROOMS WINDOWS TO OPEN NO MORE THAN 4" FLOORS AT FLOORS 3 AND UP, 5, PROVIDE CORNER GUARDS (SEE SHEET A-101) AT ALL PUBLIC SPACE 90 DEGREE D.W. CORNERS. 6, LAUNDRY CHUTE SHALL MEET ALL OF THE PROVISIONS OF PUNS REVIEWED SECTION 705,2A,515r- ".)4 ON - 1. CONSTRUCTION, INSTALLATION, AND PROTECTION OF c'lyy Of SANFORI ELEVATORS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 4A-41, UNIFORM SAFETY STANDARD FOR ELEVATORS. 8. STAIRS SERVING FOUR OR MORE STORIES SHALL BE PROVIDED WITH A SIGN WITHIN THE ENCLOSURE AT EACH FLOOR LANDING. THE SIGN SHALL INDICATE THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE, AND THE INDENIFICATION OF THE STAIR. THE SIGN SHALL ALSO STATE THE FLOOR LEVEL OF, AND THE DIRECTION TO, EXIT DISCHARGE. THE SIGN SHALL BE INSIDE THE ENCLOSURE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION. (5-2.2.ro.ro, NFPA 101 '94 EDITION.) Z tA E d Z (A W F— V 0 ..j i1 �..� O L m V7 zale m CL r w cJ r Z tu U Lu W c� } cr u�- � U o� u CL 6) m m O ..J Ll - 0 L WALL / PARTITION SCHEDULE o �WoW �o-,2 Q � Lo M oA 0 n vI 1 6 Iro' O.G. MAX. SPACING W/ 5/5' GYP. N N BD. EACH FACE. Z L L a D O w v a W a v=iv�m�UNa 0 v_>3�o�m` ZW�� Ld ONE HOUR U.L- DESIGN U425 aA •7 O (7 u � r_ J x O~�Q o W aoM 1G • ww;8a�oa aD TLi H U ESIGN U431 -d- c:b QD T SIGN U492 z(Z) ut 00 � N THREE HOUP, U.L.SIGN 904 1 M N 7 z Z Llao r_vn V, a_ CD LLJ Q NON RATED NOM. 8" C.M.U. WALL O O ONE HOUR NOM. V C.M.U. WALL L.L.. J Q; � n as 2G I LLJ Q t �n ® FOUR HOUR U.L. DESIGN USIO U z C? a0 O � wa Q M (A W F— V 0 ..j i1 �..� O L m V7 zale m CL r w cJ r Z tu U Lu W c� } cr u�- � U o� u CL 6) m m O ..J Ll - 0 L WALL / PARTITION SCHEDULE o �WoW �o-,2 �o�oz�m > Wa FWZa � oA 0 NON RATED WALL-." 3%" MTL. STUDS 6 Iro' O.G. MAX. SPACING W/ 5/5' GYP. ° s 3 o z � 0- BD. EACH FACE. Z L L a D O w v a W a v=iv�m�UNa 0 v_>3�o�m` ZW�� 14 ONE HOUR U.L- DESIGN U425 aA u slJ 2i3 T DESIGN U430 .-H-OPRU.L.. o W aoM 1G ONE HOUR U.L. DE,51GN U465 ww;8a�oa aD TLi H U ESIGN U431 2E T SIGN U492 0 O zoawr Wow~o4T)u- v�ro`o �$ THREE HOUP, U.L.SIGN 904 6 L.1... p ® NON RATED NOM. 8" C.M.U. WALL 0 ONE HOUR NOM. V C.M.U. WALL Q; � r 2G I Q t �n ® FOUR HOUR U.L. DESIGN USIO U z U `� Q 3J THREE HOUR U.L. DESIGN U9 4 SEE FR SHEETS FOR UL DESIGNS W THIS PROJECT DOES NOT NECESSARILY O USE EVERY WALL DESIGN LISTED. z v � � FIRST CHARACTER INDICATES HOURLY FIRE SHEET No. REV, No.: 0 RESISTANCE REQUIRED FOR STRUCTURE. SECOND CHARACTER INDICATES UL DESIGN USED. (SEE FR SHEETS). A-102 THIRD CHARACTER INI>I T HOURLY FIRE RESISTANCE REQUIRE RATION, 1 0 '� L0 N Lq 0) M 1-1N 0 0 cp v M a 0 M r Ln i J m d I GENERAL NOTES: 1. GUTTERS SHALL BE PREFINISHED ALUMINUM WITH MINIMUM THICKNESS OF .032, BEVELED PROFILE, SIZED AS REQ'D (6' MIN) w/ I' HIGHER BACK $ NON -CORROSIVE LEAF SCREEN. DOWN SPOUTS SHALL BE PREFINISHED ALUMINUM w/MINIMUM THICKNESS OF .021, SIZED AS REO'D- (3"x4' MIN.), COLOR, BONE -WHITE. 2. ALIGN ROOF GABLE SPRING LINES WHOSE HEIGHTS ARE DETERMINED BY THE 4:12 MAIN ROOF PITCH $ EAVE LOCATIONS AT BUILDING ENDS. SEE RIGHT $ LEFT BUILDING ELEVATIONS, 3. PROVIDE R-30 MIN. BATT INSULATION THROUGHOUT 4. EXTEND 2 HR. RATED CHASE FOR BATHROOM EXHAUST 36' ABOVE TOP OF TRUSS BOTTOM CHORD_ CAP TOP OF 2 HR RATED CHASE WITH 2 HR RATED ASSEMBLY U438 INSTALLED IN THE HORIZONTAL DIRECTION SEE MECHANICAL PLANS FOR HORIZONTAL DUCT EXTENSION TO GOOSE NECK VENTS, IN-LINE FAN AND FIRE DAMPER DETAILS. 5. PROVIDE A 36 ' WIDE 'CATWALK' TO ALL MECHANICAL EQUIPMENT AND PLUMBING VALVES REQUIRING ADJUSTMENT OR SERVICING. 'CATWALK" TO CONSIST OF 3/4" PLYWOOD ON TOP OF BOTTOM CHORD OF TRUSSES OR INFILL BLOCKING. 'CATWALK' SHALL EXTEND FROM EACH STAIR ACCESS POINT TO CENTER OF SMOKE BARRIER PROVIDE WOOD SAFETY RAIL AS REQUIRED BY CODE. 6. ALL MECHANICAL EQUIPMENT THAT SHALL PENETRATE THE ROOF SHALL BE OFFSET SUCH THAT IT FALLS ON THE BACK SIDE OF THE BUILDING AND 15 NOT v151BLE FROM THE ENTRANCE. SEE FIRE PROTECTION DRAWING FOR THE ATTIC'S SPRINKLER PROTECTION. S. PROVIDE SMOKE BARRIER AS SHOWN, 9. ASPHALT SHINGLES ( SEE SPECS.) OVER 30 LB. BUILDING PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES AT 24' ON CENTER INSTALL PER MANUFACTURERS SPECIFICATIONS. i0. STANDING SEAM METAL ROOF (SEE SPECS) INSTALL PER MANUFACTURERS SPECS. IO II 12 13 14 15 16 Y Y Y Y � ROOF PLAN RE — 2 �� ICAACCESS SEE FIRE PROTECTION DRAWINGS FOR MONITORED FULLY AUTOMATIC FIRE SPRINKLER SYSTEM LOCATED IN ATTIC 1 1/2 HOUR FIRE RATED CLA55 'B' ATTIC ACCESS HATCH - SIZE 24' x aro' R-30 BATT INSULATION PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. h._148'-8" TOP OF C.M.U. �F 50T. OF TRUSS 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2&01 SEE DETAILED DESCRIPTION LOCATED ON SHEET A-801. OSHA APPROVED ACCESS LADDER WITH 1 1/4" DIAMETER STEEL RUNGS. ATTACH TO WALL AT THIRD POINTS. PROVIDE FILLED CELLS IN WALL AT ATTACHMENT POINTS. 139'-6" PUNS REVIEWED 5TH FLOOR CITU` OF SANFORD SEE STRUCTURAL DRAWINGS FOR ALL SLAB INFORMATION r- -1 O_ w O w °� LIP0 (L- IP a► (P Q► d► T di 1-6 � m 0 Z Q Of d M 0�M i _ N N d �t L W f` h Z W o ~ `� C Z OD� C,4 Z z� 65a s w oW Sa W0 C) Nw O r 4L J w 00 _J v n 00 W wLLJ 00 o�000 aar- _ Q 0 W � u. Z Z m �c CL O W ow A K i o Li Vo �w> rna�a��Wc> 0 cnv�ap�v a (n=�rdW�-1- 1=-�ZIn 0OyW z m JW nQp pp N W 2o00a-oap Lo 4 0 - W a O ZC�Ow (L zra¢rokyw �a � r$W�ns0� r0u3r00 m Z< op O A m CL �p=fir O O Ld �e SHEET NO. IREV. NO.: Q A-103 | | | --- -T- -�� ---| --- ---- ---' --1 --- --- --- --T -- -�-- --- -���| | 11 11 — — — — — — wm Q | | | �� | LI ' 1/2" DRYWALL 4JT4CAEC) TO 116' HAT ~`-~ || " | = --- _4- -ROLLED-24--O24--OL,---- --- --f n / ONWIRE TIES 4T 3RD AND 4TAFL�ORS ' o ONLY, cr- LL) Lo 00 IF � � �c w --� m | | _ � _ _ | | �0 | | | | l» . ' - n | | / -- -7-� ---- | | | | | | m_�-- } --- -- --- --� ---- --- --- --�' � | -�-- ---- ---- --- f-- --- --- --- �--- | | | | |---- --- --- --- | | | KING .N��8��� PLAN | | | | | | | | | | | | T- -- -- -- T— ��-- F� -- -- -- |-- -- -- _�|-- -- -- --| " | | | �� -- -- -- |-- -- -- -- |-- -- -- -- |-- -- -- -- |--- | SKm. ' | � | | | | � | --- --- --- --� ---' --- l---� | 1--- ---- --- | ---- | | | | | | --- --| --- ---- |---- OEM � EMSEEM LN m mmimmimm r 00 AO,ME'-m MONROE SEEMEM | | | | | | m_�-- } --- -- --- --� ---- --- --- --�' � | -�-- ---- ---- --- f-- --- --- --- �--- | | | | |---- --- --- --- | | | KING .N��8��� PLAN | | | | | | | | | | | | T- -- -- -- T— ��-- F� -- -- -- |-- -- -- _�|-- -- -- --| " | | | �� -- -- -- |-- -- -- -- |-- -- -- -- |-- -- -- -- |--- | SKm. ' | � | | | | � | --- --- --- --� ---' --- l---� | 1--- ---- --- | ---- | | | | | | --- --| --- ---- |---- Q I 11 0 I pAr / r � r / / r PLANTER r� , ' / r / r r \1 r I r / / L055Y r / ! r / rr / a r ' _� a PLANTER 0) k ! / MTG. / ROOM r �V ! ^ \ POOL ! a O r APPROXIMATE WATERS EDGE 12-9-98 WATER ELEVATION 28.4' 12-9-98 z CL r� r-• o • �cy) M � Z N a�¢ a Z p o W ' OR O _j = W wxa W N 0 M W a wMW Q�sp..Qz�— OO C �y Y0.z¢Nw 6!g 8030 ?'WCL FN.•a �'d� VYWO -Zow W (nU ZO m�F-.� VlTo 088"� 704 0 ¢ p� ���O� Z 0.w[l.p 6 U W �IL E�ZW pw Up In04 . W W O WZ 23Q�0 0 L+ir �j u m LLJ t Z z SHEET NO. REV. NO.: Q r Aoa1 I r) 12 �i TYP. F 101 I' P.Y.C. CONDUIT LOCATION WITH A PULL STRING THE MAIN 13UILD1 FOR A FUTURE TRASH COMPACT COORDINATE WITHT ELECTRICAL DUW. HOBS BIBS SEE PLUMBING DWI$. TYP. BOLLARDS SEE DTL. 4/AM REV. �I z I PIROYIDE I i2' MIN. E.I.F,S TO TNI! IwXTEPRIO R OF TNP BL-OCK WALLS PAINT TO MATCH MAIN BUILDING. PAINT INTI✓Rc BLOCK WALL$ TO MATO BUILDING, BOLLARDS SEI DTL, 41AM TYP. P.V.C. LATTICE GATE ON ALUM. FRAME SET~ EL.EY, 31AOM FOR DETAILS 6EE ATTACHED DPRAWING6 (o' CONC. SLAB FOR ALL FILLEC> CITLL WITH 1Ox10 W.W.F. LOCATIONS AND REBAPR VeEE CILIV DUJG5. PLACEMENT TYPICAL. FOR EXTENT$ r_l'VRA5H ENCL05URE -PLAN A002/ 5CAL.E: 1/4' 0 1'-0' i -1 F.5. CAP A5 SHOWN ON CONT, P.T. 2' x S' NAILER M- IO8'-O' FF. 14. 2 - S CONT. IN CONT. GROUTED BOND BEAM 05 * 24' o c. VERT.- TERMINATE EVERY OTHER BAR AT TOP OF SEVENTH COURSE FROM BOTTOM OF WALL E I.F.S. ON BLOCK PAINT TO MATCH MAIN BUILDINGS COLOR. $' G1"I.U. SEE 611RIJGTURAI DlUG6 FOR �►� "' FILLED CELL LOCATIONS REBAR ETC. SLOPE V$° PER f=1. w5 a 24' oc. DOWELS, W Y-4' LAP TO VERTICAL 13AR9 ABOVE, TYP. I' CHAMFER 6' CONCRETE51_0413 WITH IO x 10 tU.tUp. 4 -GRADE •. a ° x--- n as () a' 04 I6' or. DOWELS, W/ 2 - 04 TOP CONT. 43 q 4 d 5 - 05 CONT. W104 16' O.G. TRANSVERSE X0)SCALE: 3/4 = 1'-0' MAIN BUILDINGS CALOR �~ 1 ��..... TRA,5N ENCL05URE ELEVATION. SCALE: 1/4' = I'-0' A' ./1" Of n" VERIFY P 6TRUCT. E P.Y.C. LATTICE SLATS ATTACHED TO METAL GATE FRAME GATE FRAME FABRICATED FROM 2' ALUM. TUM, MITER, WELD, AND GRIND SMOOTH. PIVOTING GATE LATCHES PA15RICATED FROM tlz' m 6%. RODS PROVIDE 3/4' m O DEEP SLEEVES IN CCNC, PAVEMENT I'OR LATCHES TRASH ENCL05URE GATE ELEVATION SCALE: 1/4' = V-0' 1x2 TUBULAR STEEL TOP RAIL 2x2 STEEL POSTS AT 8'-0" OC 1x1 TUBULAR STEEL PICKETS AT 4" OC ? TUBULAR STEEL TTOM RAIL IISH GRADE SMOOTH -- PAINT I ° 12"0 x 30" DEEP I ALL STEEL MEMBERS `�' f CONCRETE FOOTING I WITH 2 COATS OF tPRIMER AND 1 COATI i i CONCRETE FOOTING ( I �• d U OF FINISH PAINT U , U °4 .,LL,EYI-TIQN ALL ACCESS GATES ARE LOCATED ON THE ENLARGED POOL PLAN A-101. SECTION A ALL GATES SHALL HAVE HEAVY DUTY SELF-CLOSING HINGES. ALL GATES SHALL HAVE A SELF -LATCHING MECHANISM MOUNTED AT LEAST 54" ABOVE FINISH GRADE AND A 60" CLEAR SPACE ON THE LATCH SIDE OF THE GATE TO POSITION A WHEELCHAIR. ,�FOOL / 5FA PENCE DETAIL Ak�ia-k? Pa 4 = 1 1 SCALE 1/2 I -0 A 0 CONC. WASH (SMOOTH DOME TYPE) 5' SCHEDULE 40 $TEEL PIPE FILLED W/ CONC. COLOR: PER OWNERS 1/2' Pfd EXP. JT. WITH SELF LEVELING SEALER CONC. SLAB (TYP) IS DIA. X 3'-O' DEEP CONC. PIER VERIFY REINFORCING WITH 6TRUCT. ENGINEER +4 X 12' LONG I;E-BAR WELDED TO PIPE a I rp-M - 0 tai EXTEND GRAVEL 4" BEYOND ENCLOSURE CAPS GALV, METAL RAP 4 VC A00�/ 5CALF 3/4' 2 1'-0' 20 BEYOND GRAVEL WITHIN ENCLOSURE AND TO BUILDING WALL REMOVABLE 1X6 DECAY RESISTANT PAINT GRADE FENCE WITH 1" CHAMFERED CORNERS (AS SHOWN). LOCATE AROUND ALL EXPOSED SIDES OF CONDENSER UNITS, ALLOW 1-1/2- SPACE -1/2"SPACE BETWEEN SLATS AND 2" SPACE AT BOTTOM. BOTTOM. NOTE: CONDENSER FENCE TO TERMINATE 1'-0" FROM THE FACE OF BUILDING WALL (U.N.O.) CE DETAIL AW 9EVIEWED ftY OF SANFORD .AJ,. .� GALV. IRON —f 1. PIPE IN GALV. IRON SLEEVE IN 1 6"0 X 18" DEEP in CONC FOOTING w AT 4'-0" OC AND 9" FROM ENDS B SECTION AND CORNERS B ri I I 1 1 1 I z � 1 l t 1 1 1 1 1 1 1 � R ca 1 I 1 I 1 1 � O II °12, lu 1 r 1 1 1 1 1 1 U IL m 1 1 t 1 1 I 1 I m01m 1 1 1 � 1 1 *-I— GALV, IRON PIPE IN GALV. I I I IRON SLEEVE IN ' 1 6"0 X 18" DEEP CONCFOOTING - AT 4'0' OC AND 9" FROM ENDS AND CORNERS SAT Cl_'� GONDEN5 E R I A00�/ 5CALF 3/4' 2 1'-0' 20 BEYOND GRAVEL WITHIN ENCLOSURE AND TO BUILDING WALL REMOVABLE 1X6 DECAY RESISTANT PAINT GRADE FENCE WITH 1" CHAMFERED CORNERS (AS SHOWN). LOCATE AROUND ALL EXPOSED SIDES OF CONDENSER UNITS, ALLOW 1-1/2- SPACE -1/2"SPACE BETWEEN SLATS AND 2" SPACE AT BOTTOM. BOTTOM. NOTE: CONDENSER FENCE TO TERMINATE 1'-0" FROM THE FACE OF BUILDING WALL (U.N.O.) CE DETAIL AW 9EVIEWED ftY OF SANFORD .AJ,. .� 0 in w 0 H z � O °12, lu U IL m m01m D O z M CL O T rn T � v � a w L O O z • crV (� z Z z a� / t[ o Ll� V♦ w� Qo0 w J D .�l p a W Ly wo = O Q °° W� CL Q � OL LLJ F— CL V I Ue W IL ILa whoa } w--OQZW- F..HKL0�''`D GS��P O v_>a aopo V) oHOH- `� o<oNa@°'o ahQ: �U- m ¢o ao O LUV F�t� 1U Z0 W0. ZW= -tea Orr Xbw- OgNI� r oa3r c'So C%a m F— W O L w SEE MASONRY_ WALL SCHED. FOR SPACINGSPLICE TYPICAL 4S GA. WIRE TRUSS OR OR L -BAR -0 D a ;`, `..p ,` a D a D LADDER RE1W, FOR ALL CM.U. WALLS, SPACED AT 1'-4" c/c VERTICALLY. ST. HK ■ El. El1:11:1❑ El 1:1 1:1 ■ $, y,< ADDITIONAL LAYERS ABOVE AND BELOW OR L -BAR WINDOW AND/OR DOOR OPENINGS, TYP. - 1'-4 ❑ VA/4"A'-0" STEEL STRAP, GREASED ON ONE SIDE OF JOINT MINIMUM 6: LAP SPLICES w U ST. ❑ _ ' BA OR L- ❑ ❑ ALTERNATE COURSES OF 8" C11.1.1.14K T t 8 BARS, AS SHOWN IN BEAM CONC. FILLED CELL w/ VERTICAL REINF. �- - • V CONT. BACKER ROD t SEALANT - TYP. BOTH FACES OF CM.U. wxz ■ CONC. FILLED CELL T t B BARS, AS SHOWN F) IN BEAM NOTES- � DOODO ' '•NG DOODO ALL LADDER REIN, t0 CONTINUE w/ VERTICAL REIN. t0 ENDS OF WALLS t INTERSECTIONS EXTENDITHRU BEAM. 1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT aCORNERS, WALL ENDS, AND EACH SIDE OF OPENINGS. (.` .�I TYPICAL THIS PROJECT. 2, DISTRIBUTE ODD SPACE$ EVENLY BETWEEN CORNERS AND OPENINGS. 3_ EMBED VERTICAL REINFORCING GLA$$ 'C' LAP + 3" INTO GONG. CONTROL JOINT 0 30'-0" c/c (MAX) WALLS, FULL DEPTH + STD. HOOK INTO FOOTINGS. La 4_ PROVIDE 48 BAR DIAMETER LAPS IN MASONRY WALLS .1 5. FIRST COARSE W/ FULL MORTAR BED. EA1� INTEfR5ECTf ON WALL f NTE i;P--,5E CT I ON FRE INP0fRGE D CONTfROL JOINT COfRNE S DETAIL 1 1�IA501�1fi�� WALLe 2 IN C1�iU WALL r .3 4 CO ='N,E fig' [DETAIL /f j SCALE- 3/4" a 1'-0" \t3 SCALE: 3/4" 1'-0" - 3�/ SCALE: 3/4" ■ 1'-0" G'., - 3fL/ SCALE g/�" ■ 1'_0" /�j �1 5-30 NOTE: DO NOT GROUT UNTIL MORTAR HAS SET STOP GROUT POUR 11/2" (MIN.) SUFFICIENTLY TO WITHSTAND THE PRESSURE OF BELOW TOP OF MASONRY UNIT THE GROUT. WAIL MINIMUM OF 24 HOURS, TYP. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT MINIMUM OF 24 HOURS, TYP. PIER PIER 16" U DSO ID FULL 4„ GROUTED SOLID BONDED PIER (COURSES BONDED PIER (COURSES P-3 IF POUR IS STOPPED FOR SHALL ALTERNATE) SHALL ALTERNATE) MORE THAN ONE HOUR, TYP.a I__ °z VV z SEE PLANS AND DETAILS FOR :. SEE PLANS AND DETAILS FOR LOCATION AND REINFORCINGk” = ` MAX HEIGHT OF LIFT 4'-0" OF GROUTED CELLS, TYP. MAX HEIGHT OF POUR ■ 12'-0" LOCATION AND REINFORCING b I b OF GROUTED CELLS, TYP. - STOP GROUT POUR Ili2" (MINA 2-"6 VERT. FULL HEIGHT W/ 3-05 VERT. FULL WAIT 30 MINUTES (MIN.), BUT NOT BELOW TOP OF CONCRETE DOWELS t0 FOOTING 0 "P-1" HEIGHT W/ DOWELS MORE THAN 60 MINUTES BETWEEN ;.' ;, MASONRY UNIT. CONSTRUCT PIER "P -I" 4 "P-2" PIER "P-3dt (2-'"8 VERT, FULL HEIGHT W/ TO FOOTING LIFTS OF A GIVEN POUR ROD OR ,``< NEXT 4'-0" OF WALL AFTER DOWELS TO FOOTING "P-29 PROVIDE 48 BAR m LAPS, TYP. vIBRATE EACH GROUT LIFT PROVIDE 46 BAR a LAPS, TYP. LOWER SECTION IS GROUTED, O D DURING POURING OPERATION, Typ. TYP. (GAMSO ID EQ EQ ol MAX. HE IGHT OF LIFT ■ 4' -0" EQ. EQ. GROUT t0 CONFORM TO ASTM 0416-83. GROUT t0 GONFOR!"t t0 ASTM C416-83. SUBMIT MIX DESIGN FOR REVIEW. SUBMIT MIX DESIGN FOR REVIEW. ! <e . 5-% VERTICAL FULL MAXIMUM AGGREGATE SIZE = No" (08). � PROVIDE 4"X6" CLEANOUT HOLE MAXIMUM AGGREGATE SIZE ■ 3/a" (08). HEIGHT W/ DOWEL t0 SLUMP = 8" TO 10". DO NQ t USE SAME AND REMOVE ALL DEBRIS INSIDE SLUMP ■ 8" TO 10". 0-0-N USE SAME (� o FTG. t STD. HOOK INTO MIX AS USED FOR TIE BEAMS. CELLS. SEAL PRIOR t0 GROUTING, MIX AS USED FOR TIE BEAMS. B �; .. 5-06 VERTICAL FULL A W ae SOLID GROUTED TOP AFTER INSPECTION ' HEIGHT W/ DOWEL TO � COARSE BAND BEAM W/ - • 2-05 J (] v ' FTG. t STD. HOOK INTO d •. • CONT. SOLID GROUTED TOP •, COARSE BAND BEAM W/ "� a" •a 8" CMU ° d 4 -' ►- 2-05 CONT. � ,a4 • 14 v 4 v W V - a" CMU 4 v _ 4 - .4 -p- .4 - d - • 2=\1\_CONC- O d COLUMN ITT[ I V T� F I C A L� f C� � LIFT T `r1> I C A L LOW LIFT PER I �� _411 PER PLAN I �� -5�� COLUMN PER PLAN i G;F'1OUT IN 5ECT ION/00*( C;1�OUT INS SECTION 1�1450N1 1=' I 1R D TI L5 —JSCALE: 3/4" r-0" 5-30 $GALE: 3/4" 1'-0°3���_�� /T1 SCALE: /4 � 1 0 I�L_l 8" CMU WALL (OMIT WALL ABOVE SLAB m "11A/5-301") IF COLUMN IS CAST BEFORE MASONRY WALL IS RUN UP, DOVETAIL ANCHOR SLOT USE DOVETAIL ANCHORS. NO. 100 BY HEGKMAN (OR ENGINEER _ ROUGHEN SLAB TO l/ 4" RA UGPEN SLAB to 1/4" APPROVED SUBSTITUTION). 8" OR 12" CMU p WALL BEYOND AMPLITUDE BELOW 8" CMU WALL MASONRY WALL, SEE ARCH FOR AMPLITUDE BELOW " GROUT FILLED CELL _Z � (OMIT e "SIM") CONT. (TYP-)GAN . DIM. s COASONR,YPWWALL, IF MASONRY IS CAST BEFORE COLUMN, EXTEND JOINT SEE ARCH. FOR TOP OF CMU TEMPERATURE STEEL 1-0 4 CONTINUOUS TEMPERATURE STEEL REINFORCING 8" INTO COLUMN 1" W. X 16 GA. GALVANIZED pOVETAIL ANCHOR AT 16" O.C_ (OR ENGINEER APPROVED SUBSTITUTION) ° W v ,`- r- - W u I - - - - - - - - atu U1 -4 e' ° 8 .4 a'4. -.- _ _ _ _ _ I -___—e— —.. _o—� • M' CONTINUOUS LATH—ZFILL TOP COURSE e17 TO RETAIN GROUT 2 05 CONT. IN CONT.FILL TOP COURSE MONOLITHIC WITH --- µ �EEFF IN UPPER BOND BEAM MONOLITHIC WITH SLAB POUR (CONT.) SCHEDULE REINF. COURSE, TYP. SLAB POUR (CONT.) SCHEDULE SLAB REINF. KOl TYPICAL AROUND CONTINUOUS METAL LATH 1 _ /2'ITO - CONTINUOUS METAL LATH RETAIN RETE IN PERIMETER t0 RETAIN CONCRETE IN TOP COURSE, TYP. TOP GOURSEOTY a° CMu SEE SCHEDULE FOR WALL I1/2" GLR COVER - 9 GA. GALVANIZED JOINT REINFORCING AT 16" O.C_ F NO (HOOK INTO SLAB IF NO WALL ABOVE) 1 1 5 ,� ,� , I DETAIL WINDOW 5ILL SCALE: 34"=1' -QJ" J �.,/� 5 ""J30 Q 3i4" a1'-0" 5)_A5 5E4FRING; DETAf 1_SCALE: OciT�r o bF °- � ANC�O�,�C�E [DETAIL 5-30 �`A�Fa� R. L. PLOWFIELO & SCALE: 3/4" $ 1'-0" 2 SCALE; /d" = 1'-0" _ 30 Structural ngineara 1035 S. Semoran Blvd. Suits 1019 J Winter Pork, FL 32792 Phone (407) 657-6657 Fox (407) 657-8480 •-mole plowfleld6ogmet �w w O O �aA U) CL: O C1`lCq NN L_1._ t d' /1 W r� n I.i� I— © 7 ZD z o_w • 00L0 o� z �N Z z �a Q o 0 .� CL o W C W Q o0 W � U oQ W W W� F-- oLJ M LLQ"' Q lad W o J CoT � m o o z v (nw a n=�wo �205-. o�. Xmvi irnYo ¢i� O�pO��p4. 53 V)��n o�IOw� -fl. �^a�Ui`'05 �nooYZo O _= wa viw Y=-��zO mnN w z�� W V) o oaaDo� Arm awaOO F D �Q 7L- 0 t2 0t2 pi�ov=iOa Z C3 z �.i W Wz (-) Lj F� Q ���3��00 LIC Z) U O �Q Q Z F— W S 0 V)V) SHEET NO. REV. NO.: Q S-301 9 w ROUGHEN SLAB TO 1i4" AMPLITUDE PROVIDE DOWEL t VERTICAL AS BELOW MASONRY WALL, CONT. (TYP) REQ'D FOR MASONRY ABOVE 2 - +'5 CONT. SCHEDULE TOP CMU WALL ABOVE REINF. PROVIDE DOWEL ; VERTICAL EL. +22'-0" AS REQ'D FOR MASONRY ABOVE 8" CMU WALL BEYOND (OMIT ROUGHEN SLAB to '/4 ° a" 8" CMU WALL BEYOND (OMIT ROUGHEN SLAB TO 1/4" WALL ABOVE SLAB AMPLITUDE BELOW ON a <a .b .' ° A-e, a 0 • Q AMPLITUDE BELOW WALL ABOVE SLAB MASONRY WALL, a SIl'1.) MASONRY WALL, " *4 CONT. WEB BARS e SIM.) CONT. (TYP.) DONT. (TYP.) 4 ®12" O.GEF. � Q TEMPERATURE STEEL TEMPERATURE STEEL SCHEDULED BEAM W O W W w ° g < ° 1U w REINFORCEMENT "4 VERT. SEE BEAM �, 4 DOWELS INTO SLAB ABOVE, 04 DOWELS INTO BOT. OF SLAB BELOW, ALIGN W/ 0 ° VERTICALS ROUGHEN SLAB t0 '/4" AMPLITUDE BELOW MASONRY WALL CONT. (TYP.) W Q ° 4 _ SCHEDULE FOR STIRRUP SPACING ALIGN W/ VERTICALS. ® m SECOND LAYER AS w p FILL TOP COURSE Lj CONCRETE BEAM ° SCHEDULE BOT. REQ'D MONOLITHIC WITH SCHEDULE SLAB REINF. PER SCHEDULE SCHEDULE SLAB REINF. 4 CONT. WEB 2ND. LAYER AS REQ'D REINF. TEMPERATURE REINF. SLAB POUR (CONT.) BARS At 12" O,G. 4 °L w • SCHEDULED PRECAST • LINTEL. M 4 DOWELS INTO BOT. OF SCHEDULE BEAM REINFORCEMENT ° e a ° e a ° W Q w SLAB BELOW, ALIGN W/ VERTICALS 0 WALL BEYOND iq 2 "5 CONT. cn WALL BEYOND EL. +12'-0" 2 05 CONT. SCHEDULE REINF. 4 SPACE ONE BAR b 5LA5 8EAFING DrzTAIL GONG. COLUMN BEYOND - I I I HOOK REBARFOR TRANSITION INTO SLAB ABOVE,TYP. 1 � U F T VI' �1 �4 E D 5 E A� DETAIL 1_ SCALE. 4= 1 0 SCALE: 3/4u = 1'-0u — 0 Sia" �ioj r,3`� lit I l.�F' `�E ED 5EA�l g'o't I �., ,. 3 SALE: - 1'-011 30 SCALE: 3/411 1'-011 ADDED REINFORCING d� J U 5/2 + CLASS "511 FIRST POUR SEC -ONO POUR m COL. 2'-0" LONC% KEYWAY A 211 SCHEDULED SLAB CMU WALL BEYOND m 4'-0" O.C_ SPACE 6" TYP. ° ( WALL BEYND SCHEDULED a A V11 — ((OMIT WALLA15OVE STEEL. STEEL. 1 " A A Q. p NOT SLAB REINF. NOTE: 1.) JOINTS SHALL BE LOCATED WITHIN CONTINUOUS MIDDLE I/3 OF SPAN 1.) OPENING 51ZE (A OR b) SHALL NOT EXCEED '/4" STRIP WIDTH ACROSS II 111113" MIDDLE STRIPS OR l/a" ACROSS COLUMN STRIPS. w A . V OR IICII 2-) OPENINGS LARGER THAN 8" PIPE SLEEVES WILL NOT BE PERMITTED IN :3 Ckw BARS SEE PLAN AREAS COMMON TO TWO INTERSECTING COLUMNS STRIPS. SEE PLAN FOR —^� BY OPENING, EXTEND AS SHOWN. ADDED TOP A 3.) ADD TOTAL REINFORCING ('/s t0 EACH SIDE) EQUAL TO AMOUNT INTERRUPTED BOT. REINF. --� TYPICAL EACH DIRECTION. 4.) INTERRUPTED TOP BARS SHALL NOOK AT OPENING. 8" CMU WALL BEYOND `/ J� I /� 5.) PROVIDE 2 04 MID -DEPTH 4'-0" LONG DIAGONAL AT ALL CORNERS I f-� J,_, {� I HOOK WHERE 2'-0" EXTENSION 15 NOT POSSIBLE. GON5TfRUCTION JOINT E:/�'-011 FLAT =' L ATE EDGE OF 5LA5 DETAIL 5CA: 3/4" , 1'-®I15'302 'JS 3 OfENI G /ET—IL SIC E. 3/4"=V-10" �L5-302 5L102 SCALE: 3141. 1-0" SLAB EXTENSION SEE ARCH. -- 3 CONDUIT DIAMETERS LAP 48 BAR -015 WHERE REQ'D., TYP. q E AS PER ELEVATOR MANUF. REQUIREMENTS 04 ! 12" O.G. 4 p ui (2) 04 CONT. SEPARATION BEAM -- -- 8" CMU 3/16" (I TOP t BOT_ 2-05 TOP AND BOT. = SEE PLAN. w FIN. F 00 SEE PLAN 4� DOWELL BARS INTO EXISTING IT BEAM, �4 J* SEE DETAIL a/5-2. 1. CONDUITS SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN 1/3 THE OVERALL r— — o oda -- ° ° PRE - ENG. MTL. STUD FRAMfNCs ° e (L THICKNESSOF THE SLAB IN WHICH THEY ARE EMBEDDED_ :.40�— (BY OTHERS) I I p 2. CONDUITS SHALL NOT BE SPACED CLOSER THEN THREE DIAMETERS OR WIDTHS 3/4 "� 8 1" 6" 1" 04 A, Z 3. ON CENTER AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL BOLTS IN SLOTTED HOLES CONTINUOUS 44" x 3" x 5116" 1-04 CONT. 4 FILL TOP COURSE d "3 CLOSE LIES CONDUITS fp 511 5" x 8" x i " W/ 4 z VERIFY SIZE * 48" O.C. TYP. ' CONCRETE. 4" x 3" x 5/16" CLIP V-0 x 5" HEADED ANGLE EA. SIDE 5TUD5 WITH ELEVATOR SELECTED. 431/2" x 3'/2 x 5/16" X 6" LONG AT troll O.G. MONOLITHIC W/ SLAB POUR (CONT.) CONTINUOUS METAL LATH 4- CONCUIT5 SHALL BE PLACED BETWEEN TOP AND BOTTOM SLAB W/ 2-%11,0 X 5" TO RETAIN CONCRETE IN REINFORCEMENT AND SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE MID -DEPTH OF THE SLAB. HEADED STUDS, OP COURSE, TYP. Kilit 5. MINIMUM CONCRETE COVER FOR CONDUIT SHALL BE TWE SAME AS THAT OF THE VERT. REINF. PER � V� SAS I SLAB MAIN REINFORCEMENT. SCHEDULE, TYP. C01�1D U I ��Et'*015EDDEED�'�F. ELEV4TOf;R 5E f=Af AT I ON TN"CF. ELEVATOf;R o W g Ill 5Tfi�'I..IC;TUF�AL SLAMK1,05L 5E>�>� CO1�NECTION >> DOOfR SILL A5 E XTEN& I ON 0 a- &I SCALE: 3/4" � I' -0'I 5' 3�2 SCALE: 3/411 i'-0" SCALE: 3/4" = 1'-0" 2 TIE 5E>�� DETAIL l=.L PI_OIAT ASSOCIATES 5 V '3�2INt,2 Structural Engineers 1035 S. Semoran Blvd. SCALE: 3/4" z 11-011 suite 1019 Winter Park, FL 32792 fJ Phone (407) 657-6657 Fax (407) 657-6480 e—mol: plowfiddoag.net TOP- D/4 ■ CLEAR TO RE WCSRC- x 2Q SPLICES %40W to BE CLASS `e• (SMALLER BAR). ® " S/3 " BASED oN GREATEST ADJAGENt SPAN. -T1PERATURE STEEL: 4 EL © ALL MEMBERS TO BE READ R4011 LEFT To RIGW. 0 HOOKS TO BE STANDARD W. © FWO"DE HOOK a4 EXt. ® BAR ONLY U>FERE NOTED. CONCRETE 51. A5 504E D U E MARK DEPTH REBAR REMARKS BOTTOM TOP LEFT END TOP FULL LENGTH TOP PJCxl4T END 5-1 6" 04,01211 04,012" SIZE 05*1211 SPACINCs 5-2 6" 04* 12" 04 w 101, 1 (3 LAYERS) 0401011 2 - 05,6 5-3 6" •4 w 12" 04 w 12" •4 A 1211 — S-4 6" •4 w 9" 05 w 10" 1 (2 --LAYERS) 45 w 10" 2 - +'5'a 5-5 6" MIN. 04 w 12" 04 w 1011 0401011 FORTE-COCHERE SLAB 28-3 8" 104" +120'-S"(2 1 LAYERS) 2 - 05's NOTE$: 1. PROVIDE 04 w 18" O.G. TEMPERATURE STEEL IN BOTTOM OF ALL SLABS, ON TOP OF AND PERPENDICULAR TO SCHEDULED BOTTOM SLAB RE ft FORGEMENT, TYP. 2.PROVIDE -s/4" CONCRETE COVER ON TOP BARS 4111/211 CONCRETE COVER ON BOTTOM BARS, TYP. 1 l CONCRETE 6L,45 6CI4EDULE 5-303l TOP BARB STIRRUPS OER SCHEDULE 04 •' 1211 O_C- d LAYER AS REQ. id LAYER AS REQ'D BOTTOM BARS "flti/a 11 25-5 �1S/a 11 213- 2-S CONT_ ~ Q e 2-"5 CONT_ o TOP < BOT. BB -1 r�1 KOI off TOP BARS • � STIRRUPS o BOT. BARS 28-11 2B-12 TOP BARS � �� TOP BARS STIRRUPS ,04,012" O.C. N 2ND LAYER AS REQ'D, BOT_ BARS 2B -i TOP BARS • STIRRUPS • BOT. BARS 2B-13 2B-16 STIRRUPS "I "I 04*511 O G. ° 0 tt- rt n o ° —2ND LAYER AS REQ'D. —BOT. BARS 2-45 TOP BARS Zaia" i 5/8" � 5/811 �`---� TOP BARS STIRfQ4JPS 15/511 TOP BARS • STIRRUPS - 2 B 0 b • . BOT. BARS 28-14 ' 3 l BEAM SECTfONs 5-303 2 -tea TOP BARS BARS -r5 TOP ARS v3 STIRRUPS PER SC -WED. ^ 6 -•i BOT. 2411 - - BARS / 03 STIRRUPS / PER SCHED. b MARK ° 0 BOTTOM BARS TOP BAR ° REMARKS W D 0 FULL LENGTH RtW4T END SIZE SHAPE SPACINCs 28-1 8" 104" +120'-8" 1 (3 LAYERS) 2 - 05,6 03 18" O.C. — 25-2 A 104" +120'-8° 1 (2 --LAYERS) 2 - +'5'a 03 18" OCG. 6" SEE 1 SCHED. 03 STIRRUPS / PER SCHED. °D o ° D s D � SEE Se -WED. 0 SPLICES SNCJM TO BE CLASS "C" (SMALLER 15AR� ALL MEMBERS TO BE READ FROM LEFT TO MG44T. ® • 8/3 - BASM ON GREATEST ADJACENT SPAN. (�> HOOKS TO Be STANDARD W. ® PROVIDE © STIRRUPS (e3 Saw U.N.O. ® PROVIDE HOOK ON Ext. ® BAR ONLY W$14E NOTED. fRE INFOfi,CE D CONCfRE TE 5E )X'"l 5G�EDULE MARK SIZE TOP OF BEAM ELEVATION BOTTOM BARS TOP BAR STIRRUPS REMARKS W D LEFT END FULL LENGTH RtW4T END SIZE SHAPE SPACINCs 28-1 8" 104" +120'-8" 1 (3 LAYERS) 2 - 05,6 03 18" O.C. SEE DETAIL "5/5-303" 25-2 8" 104" +120'-8° 1 (2 --LAYERS) 2 - +'5'a 03 18" OCG. SEE DETAIL "5/5-303" 28-3 8" 104" +120'-S"(2 1 LAYERS) 2 - 05's 03 18" O.G. SEE DETAIL 15/5-30311 213-4 8" 104" +120'-8" 4(2 -LA - �9'a 4 - 08's 03 18" O.G. SEE DETAIL "5/6-30311 25-5 8" 52" +116'-4" 2 - •8's 2 - O5'6 03 18" O.C. SEE DETAIL 15/5-303" 25-6 2411 10" FINISHED FLOOR 6 - 01,6 2 - +5'a 03 4 w 4" O.C_ BOTH ENDS SEE DETAIL 115/5-303" 215_18" 52" +116'-4'1 1 (2 LA 2 - 05'6 03 9" O.G. SEE DETAIL "5/5-30311 28-8 II 8 .1 52 1 1. +116 -4 2 - '8 la 2 _ w�.,'a a3 9" O.G. SEE DETAIL "5/5-30311 28-9 16" 16" FINISHED FLOOR10 - •i'a (2 -LAYERS) SEE DETAIL 115/5-303" 215-10 2211 t6" FINISHED FLOOR 6 - wl's SEE DETAIL 115/5-303" 215-11 10" 12" FINISHED FLOOR 3 - WS 3 - %,6 03 6" O.C_ SEE DETAIL 115/S-303" 2B-12 10" 12" FINISHED FLOOR 3 - ' 3 - 01's 03 5" O.C. SEE DETAIL 115/S-303" 28-13 8" 16" FINISHED FLOOR 3 - 08'6 3 - WS 03 3 w 411, R w 8" SEE DETAIL 115/5-30311 28-14 8" 20" +109'-0" 2 - +'6'a 2 - %'e 03 3 • 611, R 10" SEE DETAIL 115/5-30311 28-15 all 24" FINISHED FLOOR 2 - We 2 - Wa 03 � 12" O.G. SEE DETAIL 115/S-303" 28-16 8" 16" FINISI-IED FLOOR 2 - +'6'a 2 - Yo'e 03 8" O.C. SEE DETAIL "5/5-303" Be-] 8" 16" FINISHED FLOOR 2- 05's 2 - *5'6 SEE DETAIL 115/5-303" KO -1 8" 8" FINISHED FLOOR 2- 05's SEE DETAIL "5/5-303" NOTE: ALL all DIMENSIONS ARE NOMINAL. ACTUAL SIZE 15"1%11. T.O.B. ELEVATION : FINISHED FLOOR (UXO.) 2 5-30 REINFORCED CONCRETE BEAM SCHEDULE CONCRETE 5E X** C 00004 INTER5ECTIOil --LAN VIEW SCALE: 1Y'211 . 1'-011 FI FLOOR SEE PLAN G! LL C FILL TOP COURSE MONOLITHIC UJ/ SLAB POUR (CONT.) 2-05 TOP AND BOT. DOUIELL BARS INTO EXISTING SOFFIT BEAM, SEE DETAIL 8/5-2. •3 CLOSE TIES • 48" O.G. ,TYR. CONTINUOUS METAL LATH r0 RETAIN CONCRETE IN roP COURSE, TYP. `' �NFORD NOTE: MAY USE "55-1" BOND BEAM w "SIM." TIE 5E,4M DETAIL -14 R. L PLOWFIELO & A S S O C I A T E S Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e—mok plowfleldQog.net /► Z p� O LA ilu D � a 0 �1) d' M n . O � M _ N N W o0 z w U 0) a� Z — �N Z z AV Z �o Q oc* CL W w � J Q o0 W IY n co _I U W 'L' � I. a 0 LLJ OOD 0. Q M Q (n7 o w Illl- o D V -j z � V Z �- � m o ct o U. Z W p�1F 05U0w� xo�-gym Ell 0ya <Z,- 0000 �c28 C)g�o,MOWLLijw-� (n0 �mof 0 -ti x3a�C7pmov' � w z�irz�N�W J0a. d0 =EL tr F � DZLU )z�ig p� 1 Az z`' w � � E>' '"Ow� FN Q �U�3��oQ IF < 48Cie o a to a �zQ uo� D I-- w 0 SHEET NO. REV. NO.: Q 5-303 11/2" SEPARATION BETWEEN PORTE-COCHERE SLAB AND 2nd FLOOR SLAB, TYI1. 8" CMU, TYP. ILAP VERT. REINF S 46 BAR VO WHERE - PORTE-COCHERE SLAB 2nd FLOOR GONG. SLAM 4 T.O. PARAPE=T COL. 4 SEAM EL. SEE ARCH.11x11 SEPARATION BETWEENBETWEENR�C,�UIRED, TYP. iIN�. PER PLAN PERIMETER BARS PER PLAN PORTIEE-COCWIERE SLABCONC. SLAB 4 REIN. TEMPER4TURE AND 2nd FLOOR SLAB, TYP, PER PLAN, TYP. T.O. SLAB SREEL TEMPERATURE I I •4 W/ STD. HOOK CONC. SLAB EL. +1121 i7111 d d . d ° • . STEEL m 2" O.C. RE INS. PER PLAN • w T.O. SLAB I a . .: ; . - EL. +112'-011 i d °.• e • q A. °'•• v .• 4•' dr, q 4•' 4.q •. 4• • ."da .d' °v' }•'+� �� 2nd FLOOR SLAB + O.4 d d' V q A q 1 • • nl A.1 KOI TYPICAL CONC. BEAM I I g.. •' e " .:. PERIMETER RO PRE-Ew.a. MTL. ( I I PER PLAN, TYP. Ak T.O. SLAB STUD FRAMING I I EL. +110'-011 VERT. REIN. PER ° a SCHEDULE w/ PTD. HK S" CMU _7�� (BY ©HRERS) q ... ° VERT. R€INS. PER I��~- COLUMN 4 , a ..:ice .. _�:..' a ' d d INTO SLAB ABOVE, tY�'. — -- — — — — vCHEDU!=E BEYOND CONIC. SLAB 4 REIN=. • "A • PER PLAN, TYP. . '• • G.I.I. GONG. BEAM PER f PLAN BEYOND CONC. BEAM CONC. BEAM I/2" EXPANSION JOINT '�//�� I ? PER PLAN, TYP. PER PLAN, TYP. MATERIAL CONT., TYP. FO� I` E COCf4E I RE 1 OF eLAE3r�4 5ECTIONF'OFRTECOCHE E 2 EeT1LE 3, S CTfCN v 5T1 �� 504 SCALE: 4u =-Ou �Jy �j 5 � 3�� 3/411 1- u 5 - 3� SCALE: 3/4" „ 1'-0" 5'" 3�� ?iGALE: 3/4" s I'-0" SCALE:= I 0 r pII I I 1/211 6'I I/211 6+ lI/a � n WALL W A III A T.O. SLAB'—T 7V =A 5/16" fE 12"x8" SEE PLAN ut A Q PRE -ENCS. MTL. STUD N �.4 : ,� • _ O i� SHA TAB AND STI TS BRACING FRAMINCa (BY OHTERS) I I WELD PER STIFFENER fIR 11 /8" A36 SRL. fE w/ 2 Iiz 11,x3112 11 I I 21/2 ' 5" SCH1=1 j., TYP. (3/16 MIN) PERIMETER I I LAB RIMIN=. I I --<ry / r BARS PER PLAN STUDS, TYP: EACH FLOOR I I /4 I I Al PER PLAN �� T.O.STL. SECTION "A -A" WALL O �`'J EL. +149'-2" I/{11 311 p TS COLUMN PER PLAN -..� � �' ' ' ' p • p b °�' b ° ° b b II 11 3 II A `n i b • pa 12" W x IS" LCs. x 4" DP. BLOGKOUR I I ff'_ i x 12 x /4 W/ l2) 411 PROJ. S" CMU, TYP. 1 "m A301 A.B. ° FILL W/ NON -SHRINK GROUT I I 1211 AFTER COLUMN PLACEMENT. I I WP BE=AM PER PLAN, - 3(SHEAR M CONNECTION TYP. BTG. fE 4 ANCHOR BOLTS TEMPERATURE I I SLAB BEYOND VERTICAL PER SCHEDULE, TYP. . � PER "3A/S-304". 2 -*5 BOT.TRED W/ STD. HK. I I c`,.tEEL SCHEDULE SLAB REIN1;. I I ( REINFORCEMENT OEVERTULLED I 2nd i=LR BLAB PER PLAN T.O. STL. $" CMU -- I1Cd>vf-III L+VIDfil 1 _ EL. +1121_011 EL. +149' -SII 1� A.t— _ 1 O T 1 uBB-1" CONT. BOND BEAM, TYP. FILL TOP 2 COURSES - MONOLITHIC WITH SLAB POUR (CONT.) I t " CONTINUOUS METAL LATH (4) Iia 11� X g" ,x,30-( UP BEAM O'ER PLAN Ll 2-*$ CONT. TOP 4 BOT. t0 RETAIN CONCRETE IN ANCHOR BOLTS NOTE= FULLY GROUT ALL VOID$ BETWEEN TOP 2 COURSES, TYP. F_ 5/16"XS"x12" TOP 4 BOTTOM FLANGES, TYP. EACH SIDE OF 4" PROJ. BEAM, TO PROVIDE CONTINUITY OF CMU PILASTER PERT. REINF. PER SCHEDULE„ BEARING CAPACITY ABOVE 4 BELOW, TYP. w/ 5 TD. HK INTO SLAB ABOVE, TYP. 5ECTION T5 COLUMN 5 E CT ION Ur- SEAM 5F�AC f NC; SECTION 5-304 SCALE.. 3/4" = 11-011Z5- 3O4 SCALE: "/4" 1'-0" 5-304 6GALE: 3/.4" 11-0" PIANS M I ED Y f SAWORD w .3 & R. L PLOWFIELD & ASSOCIATES Structural Engineers 1035 S. Semoran Blvd. Suit• 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e-mail: plowBeld0ag.net i w Q � I ® I V) W CL �u LLI �_ -I 0 F8 i C) 1q4 rI Q [L o U.1 c w/ » J 1� � o Q NW/ j U oQ W o wo (bOD w U oC 0 M Q LLI Cie I_ -N MENEM ^.J U. V) J L U 1 U. z V V)_ w =W wxx�7_ C7 Io- w 5'wK�'�w0¢ • Uo00 (5 p Q: 08�5� -0. wO O xLQ�O�� Y I u -'- F WI oov�io til Zgaap�� Ifeed z 0oo I OC V) N F— z UOFEEN, C5 a U FEMME - 0 � o SHEET N0. REV. NO.: A 5-304 • °.-. • o. d q • q ; ° -0.. -a 6 q'• n a- -� UF. U q -, . O - a-.,''"" 4SLAB • II/2 I1 I I CONTINUOUS METAL LATH CONC, UL E E VE RE __...I BEAM PER SCHEDULE I I.G I I`!r. T-�Tr. 1'1-.P�I`1 ---CONTINUOUS MTL. LATI4 RETAIN CONC. IN a a • q• TEMPERATURE PRE-. LT. CSA. CONC. REAM MRL. EW4. FRAMING i I I I TO RETAIN CONCRETE IN ROP COURSE,TYP. (P. ZITO jL T.O. SLAB a . # ,, ,,1 X11 COLUMN BEYOND TOP COURSE KOI TYPICAL CONC. BEAM I I g.. •' e " .:. PERIMETER RO PRE-Ew.a. MTL. ( I I PER PLAN, TYP. Ak T.O. SLAB STUD FRAMING I I EL. +110'-011 VERT. REIN. PER ° a SCHEDULE w/ PTD. HK S" CMU _7�� (BY ©HRERS) q ... ° VERT. R€INS. PER I��~- COLUMN 4 , a ..:ice .. _�:..' a ' d d INTO SLAB ABOVE, tY�'. — -- — — — — vCHEDU!=E BEYOND CONIC. SLAB 4 REIN=. • "A • PER PLAN, TYP. . '• • G.I.I. GONG. BEAM PER f PLAN BEYOND CONC. BEAM CONC. BEAM I/2" EXPANSION JOINT '�//�� I ? PER PLAN, TYP. PER PLAN, TYP. MATERIAL CONT., TYP. FO� I` E COCf4E I RE 1 OF eLAE3r�4 5ECTIONF'OFRTECOCHE E 2 EeT1LE 3, S CTfCN v 5T1 �� 504 SCALE: 4u =-Ou �Jy �j 5 � 3�� 3/411 1- u 5 - 3� SCALE: 3/4" „ 1'-0" 5'" 3�� ?iGALE: 3/4" s I'-0" SCALE:= I 0 r pII I I 1/211 6'I I/211 6+ lI/a � n WALL W A III A T.O. SLAB'—T 7V =A 5/16" fE 12"x8" SEE PLAN ut A Q PRE -ENCS. MTL. STUD N �.4 : ,� • _ O i� SHA TAB AND STI TS BRACING FRAMINCa (BY OHTERS) I I WELD PER STIFFENER fIR 11 /8" A36 SRL. fE w/ 2 Iiz 11,x3112 11 I I 21/2 ' 5" SCH1=1 j., TYP. (3/16 MIN) PERIMETER I I LAB RIMIN=. I I --<ry / r BARS PER PLAN STUDS, TYP: EACH FLOOR I I /4 I I Al PER PLAN �� T.O.STL. SECTION "A -A" WALL O �`'J EL. +149'-2" I/{11 311 p TS COLUMN PER PLAN -..� � �' ' ' ' p • p b °�' b ° ° b b II 11 3 II A `n i b • pa 12" W x IS" LCs. x 4" DP. BLOGKOUR I I ff'_ i x 12 x /4 W/ l2) 411 PROJ. S" CMU, TYP. 1 "m A301 A.B. ° FILL W/ NON -SHRINK GROUT I I 1211 AFTER COLUMN PLACEMENT. I I WP BE=AM PER PLAN, - 3(SHEAR M CONNECTION TYP. BTG. fE 4 ANCHOR BOLTS TEMPERATURE I I SLAB BEYOND VERTICAL PER SCHEDULE, TYP. . � PER "3A/S-304". 2 -*5 BOT.TRED W/ STD. HK. I I c`,.tEEL SCHEDULE SLAB REIN1;. I I ( REINFORCEMENT OEVERTULLED I 2nd i=LR BLAB PER PLAN T.O. STL. $" CMU -- I1Cd>vf-III L+VIDfil 1 _ EL. +1121_011 EL. +149' -SII 1� A.t— _ 1 O T 1 uBB-1" CONT. BOND BEAM, TYP. FILL TOP 2 COURSES - MONOLITHIC WITH SLAB POUR (CONT.) I t " CONTINUOUS METAL LATH (4) Iia 11� X g" ,x,30-( UP BEAM O'ER PLAN Ll 2-*$ CONT. TOP 4 BOT. t0 RETAIN CONCRETE IN ANCHOR BOLTS NOTE= FULLY GROUT ALL VOID$ BETWEEN TOP 2 COURSES, TYP. F_ 5/16"XS"x12" TOP 4 BOTTOM FLANGES, TYP. EACH SIDE OF 4" PROJ. BEAM, TO PROVIDE CONTINUITY OF CMU PILASTER PERT. REINF. PER SCHEDULE„ BEARING CAPACITY ABOVE 4 BELOW, TYP. w/ 5 TD. HK INTO SLAB ABOVE, TYP. 5ECTION T5 COLUMN 5 E CT ION Ur- SEAM 5F�AC f NC; SECTION 5-304 SCALE.. 3/4" = 11-011Z5- 3O4 SCALE: "/4" 1'-0" 5-304 6GALE: 3/.4" 11-0" PIANS M I ED Y f SAWORD w .3 & R. L PLOWFIELD & ASSOCIATES Structural Engineers 1035 S. Semoran Blvd. Suit• 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e-mail: plowBeld0ag.net i w Q � I ® I V) W CL �u LLI �_ -I 0 F8 i C) 1q4 rI Q [L o U.1 c w/ » J 1� � o Q NW/ j U oQ W o wo (bOD w U oC 0 M Q LLI Cie I_ -N MENEM ^.J U. V) J L U 1 U. z V V)_ w =W wxx�7_ C7 Io- w 5'wK�'�w0¢ • Uo00 (5 p Q: 08�5� -0. wO O xLQ�O�� Y I u -'- F WI oov�io til Zgaap�� Ifeed z 0oo I OC V) N F— z UOFEEN, C5 a U FEMME - 0 � o SHEET N0. REV. NO.: A 5-304 v k-;�l �G� r ® oG e # ® r . a ! ) V 1 r O d M a Li I� a C) z ®_ 1--L,Lu I a: 0 o , z00II 1,)" Z z a� Z 00 00 0 �- Z w• C) Lu cc J !�� ao J U �Q W �o W 0 C9 OD QOD 0 u p Q ao � Q WA Cie MEMO = o U z 0 z Qw V) o��oZ�m aQ.ya—¢z< aomaLL, 0o aF�..Q�WV W�aOLI -IQ - = F o u- ow r z W u) (7 y,"� 2 U N 0. 00-0 C) w�� P z F pZ 1z- �Oa. zQaa Z zzm(-), L.j�W/ 0 tr ® Ht0JIK3Q�OQ ' Q q)0 U0�p �� � g 2 V) V) Q v SHEET N0, S-3®4 r 11/2" SEPARATION BETWEEN PORTE-COCHERE SLAB AND 2nd FLOOR SLAB, TYP. all CMU, TYP. 1 / n � LAP VERT. REINF 46 BAR. 4'8 WHERE 2nd FLOOR LONG. SI-AE3 t Ae- PORTE-COCHERE SLAB T.O. PARAPET EL, SEE ARCH. COL, 4 BEAM 11/2" SEPARATION BETWEEN REQUIRED, TYP. REIN. PER PLAN PERIMETER BARS PER PLAN 04 W/ STD. NOOK CONC. SLAB 4 PORTE-COCHERE SLAB CONC. SLAB 41 REINF. AND 2nd FLOOR SLAB, TYP. PER PLAN, TYP. I ILTEMPERATURE a J T.O. SLAB a, 4 U L, +1121 ®11 E STEEL 4 ° a a vq TEMPERATURE • . a' v STEELir I I 2" O.C. REINF. PER PLAN Adk T.O. BLAB r�__q 4 0 4, _- ! ' 'A a! •• ..:. • ,. a I EL. +112'-0" °1 . a °�2nd t . FLOOR SLAB + v.q , 4�4.' dn Y4'4 ° ., v a .. A•I�FINT'. a I I CONIC. SLAB 4 REINK ABOVE VESTIBULE PER PLAN BEAM PER I I SCHEDULE PI✓R 1 --LAN ---CONTINUOUS MTL. LATH I ` � CONTINUOUS METAL LATH t0 RETAIN CONIC. IN i 4, : a °°• TEMPERATURE • • • � .� i PRE-. Lt. GA. I I CONIC. t3EAM MTL. FRAMING I I TO RETAIN CONCRETE IN � TOP COU"E, TYP. FF; T O, SLAB - � ° . �1 �1 COLUMN BEYOND TOP COURSE - a STEEL LONG. BEAM PER PLAN, TYP. I I A'. $• • : .° , �----- • S EL. +110'-/7111 4 KOl TYPICAL AROUND PERIMETER PRE -ENG. MTL. SCUD FRAMINCx I I I I I PER PLAN, TYP. T.O.SLAB n ° . 1=L•, +110' -Ow 4 • VERT. REINF. PER _ (BY OHTERS) I COLUMN n a : 4 4 d • . Q INTO SSCHEDLAB ABOVE, TYP.: — — — — — — 811 CMU �-- - VERT. REINF. PER I I BEYOND a �.• Q.. ° J/ VC.I.P, SCHEDULE CONC. SLAB t REINF. '° GONG. BEAM PER • PER PLAN, TYP. PLAN BEYOND CONC. BEAM CONC. SEAM '/2" EXPANSION JOINT PER PLAN, TYP. PER PLAN, TYP. MATERIAL CONT,, TYP. FOf;RTE COGS F,, 5ECTION VE&T 15ULE 1. 3 SECT ION VE5T f UL r45ECTION � O�i COCA �° 5-304 SCALE. -"/4n = V—On 15-304 SCALE: x/411 W 1'-®" SCiALE: �/41' � i'_O" 15-304 15-304 SCALE.!'14" 1' -On I 811 i/2" 611 If = l,2 n 11,E WALL III w A I I A _ T.D. SLAB C 5/16" IE 12"x8" SEE PLANtu -+ 0 a a a PRE -ENG. MTL. STUD d d • a II - `n ° SHEAR TAB AND STIFFENER il° ts BRAC INC* FRAMING (BY OHTERS) 01 WELD PER r' (3/16" MIN.) PERIMETERI I LAB REINF, b/�" A39, 8%. M W/ 2 li�llpx�l/z 11 I I 1"YP. 21/2 BII n BTU©S, TYP. EACH FLOOR III I/4" SCHED., TYP. BARS PER PLAN I I PER PLAN Ak T.O.STL. •q SECTION "A -A" 11.4 W WALL L ; © 1L JI EL. +149'-2" 1,411 �II 4. TS COLUMN PER PLAN . �� V t) Q 4 .•4; 4 �,, V d• d V 4 q. a 'V4 •A V.Q d ,. 4 ,4 d 0 • 0"', .♦ v' • M - 11 11 � If +� it II 11 I I 4 �/ (2) 12 W x 18 LG. x 4 DP. BLOCIKOUT I I 1£ x 12 x / }-4" PROD. FILL W/ NON -SHRINK GROUT I V -1,A307 AB. �,2„ S" CMU, TYP. IL �/16"XS"X12" TEMPERATURE 2-"5 BOT. W/ STD. HK. I I STEEL AFTER COLUMN PLACEMENT. I I LL I I SLAB BEYOND 311 SCHEDULE SLAB REINF. III RERF ORCEMENT (SHEAR P- CONNECTION PER SCHEDULE, TYP. WF BEAM PER PLAN, TYP. BRC4, M 4 ANCHOR BOLTS . • �� PER "3A/$-304". EA. END TURNED FILLED I I INTO VERT. LLE w -- I 2nd 1=�.R SI..AB PER PLAN T.O. STL. 8nU n BB BOND CELL, TYP. MTL. STUD] •.. V ........._. .. - p .4 EL. +112'-+a" U1 �� El.. +149'-$n -1' BEAM PRE -ENCS. FRAMING (BY OHTERS) "155-1" CONT. BOND FILL TOP 2 COURSES BEAM, TYP. ' O - MONOLITHIC WITH SLAB POUR (CONI.) - CONTINUOUB METAL LATH 2 -*5 CONT. TOP 4 BOT. TO RETAIN CONCRETE INWF (4)1/211,0 x 9" A301 ANCHOR BOLTS BEAM PER PLAN NOTE: ULL VOIDS BETWEEN - TOP 2 COURSES, TYP. ME 5/16"x8"x1211 OMANGLL TOP 4 TYP. EACH $10E OF 4" PROJ. BEAM, TO PROVIDE CONTINUITY OF CMU PILASTER El:)r-;;EOF 5 L /� r� t'"'t VERT.. HK PER SCHEDULE BtDHK INTO SLAB ABOVE, " �3 BEARING: CAPACITY ABOVE 4 BELOW, TYP. w/ v TYP. . 11„ 304 SCALE: 11/2II0" , 5 � f ®1�f i� 01 1 1�CN� Cif 01 1 UJB 1�f �.." i > C f 1�1 E C f ON . 1 15-304 SCALE: 3/4" 1'-0" 5-304 SCALE: x,411 1'-011 �tN .SCALE: 3,4" 1'-0" o 01 R. L. PLOWFIELD & A S S O C I A T E S Structural Engineer* 1035 S. Semoran Blvd. Sulte 1019 Winter Park, FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e—mail: plowfield0ag.net v k-;�l �G� r ® oG e # ® r . a ! ) V 1 r O d M a Li I� a C) z ®_ 1--L,Lu I a: 0 o , z00II 1,)" Z z a� Z 00 00 0 �- Z w• C) Lu cc J !�� ao J U �Q W �o W 0 C9 OD QOD 0 u p Q ao � Q WA Cie MEMO = o U z 0 z Qw V) o��oZ�m aQ.ya—¢z< aomaLL, 0o aF�..Q�WV W�aOLI -IQ - = F o u- ow r z W u) (7 y,"� 2 U N 0. 00-0 C) w�� P z F pZ 1z- �Oa. zQaa Z zzm(-), L.j�W/ 0 tr ® Ht0JIK3Q�OQ ' Q q)0 U0�p �� � g 2 V) V) Q v SHEET N0, S-3®4 r I SIMPLE 13EAM CONNECTION Or-IEDULE SHEAR IP CONNECTION MEMBER (DEPT14) " OF BOLTS A325 CONN. IE TNICKNE$5 WELD SIZE "A" $" 4 10" 2 (3/4110) 5/16" 12" 4 14" 3\(3/44) 1(o" 4 0/'44) 3/16" IS" 5 (3/4"0 /gn t44" 201142111 5 (1110) ,z 11 t/4" 24" 6 (1110) '/2 11 5/16" -- WALL 6" CMU WALL ABOVE w "SIM." 5TIIl--ENER P_ LL - IE 4 A325 THRU BOLTS PER (3/16" MIN.) I I-OSCHED. 111/5-304". CONT. DBL. 2x WOOD IE (T Tl i �I I II NOTES; wr Mf=AM rr-rK t -"/An, { - TYP. ' T 1.) FILLET wELDs 5HALL BE A$ SHOWN UNL.E66 A GREATER sIzED IS FieQUIRED BY A.1.3.G. TA13LE J2.4 all CMU 2.) ALL BOLTS TO BE A325 BOLTS (U.N.O.) VERT. REINF. W1 5TD. HK 3J OR DOUBLE ANGLES THE RE REQUIREMENTS SUIBS ITu THE CONNECTOR PLATES, PROVIDED THEY MEET 6 TOP TURN ALONG EXCEED WADI AXIS. I 4.) ALL CONNECTIONS TO COLUMNS AND ALL CONNECTIONS AT V115RAT16N LOAD AREA5 TO BE NON SLIP (A325 5.C.). ALL OTHER CONNECTIONS MAY BE BEARING TYPE (A325 N). E3E AM CONNE CTOfR 5I1 J Afl CONN : I N5 a ALE-- -S,4" 5305 NOTE: BASE PL WIDTH COL. WIDTH PLUS ra" BASE PL THICKNESS BEAM PLANC*E THICKNESS Tr_ tw 1 3/4" MIN. TYP. UN.O. cOL SIZE WIo Maw TEE COL. SCWED. PLANS - ITEMS NOT CALLED TUBE OR 1 ( I I OUT-06EE ® I I PIf0E COL# 2- 344 BOLTS (4 TOTAL MIN. UNA. I I I/4�� I I i 1 SEE PLaN 1 PL EA SIDE AT (BEAM I I TYP. I THK=t f (COI.) +'/a" EA FLAG t/4 3/16" I , / (COLUMN) I/ MIN. II o II p II o `- Bax. R 4 ANCHOR BOLTS PER 113A/5-304". 115B-1" BOND BEAM o® C ®O RD IONS SEARING PLATE $TEEL BEAM t COL, 3/10" TOP H TOP OF STEEL 5EE PLAN ELEVATIONS -SEE PLAN NOTE: FULLY GROUT ALL VOIDS BETWEEN A36 STL: e PER SCHED. TOP 4 BOTTOM FLANGES, TYP. EACH SIDE OF BEAM, TO PROVIDE CONTINUITY OF CMU PILASTER I. 5EARING CAPACITY ABOVE 4 BELOW, TYP. 3116 1 PLANS, TYP. I I ' Lu Q I I III ® A36 STL. 1E PER ECHE I I STEEL BEAM t7SEE PLAN T$ COL. STEEL BEAM c4 COL. 1 SEE PLAN I� " .1~U.1 A36 STL. �� �� �� fid'_ PER SC1�-{ED. BRA. PLATE 3/4 x `i FOR S C w/ 2 5/8 O x 5 LONG ANCHOR E30LT-5 III tu fQ I lu 3/16 AT EXTERIOR WALL LOCATIONS H®LD END OF SEAM TO INSIDE or- I I BLOCIG 51-IELL. A36 STL„ ie PER SCHED. I I STEEL BEAM SEE PLAN TS COL. I ` e 3E3E,4t'-'IN TAI L4r4A T5/WF— 5EAt"l CONNECTION 5-305 5=305 SCALE, 3/a" = 5-305A6�351✓5 - 000) B ERP �rI g,$ CAP IE (�4. COL T$ (SEE PLAN) 5/16"F_X12"Xa" BEAM _T / ``—TS BRACE 44 I \ a>= =1 AAI + ='COLUMN PER PLAN SLOT TS BRACE \'_R 2" AND WELD A6 EG2UIRED. M A�w AL .4 i P 0 7 M o �M z_ 0Lu 8 C0) 't(o 0 ._..o z c'ql z C14 a Q 0 J u ® CD a- O J �WV a oo �! C~) W wo w cw o Q �7 1� CL ® P c� U. z a wXW WF p�?W� FF-- 7 200-m car -m- 0-00 0.0Wao o0 0'R a �S� UWo Loo -(,.z Ti z' i�w°ow r F5 Lu V) � z � lomm r o Ona a o Q'=w a0j W � Z� pz'UOV-Ua Z�a0.'OZ aW,W wZUx FUS Cie 0 - Cie Q ,a �Q . O v) SHEET NO. REV. NO.: S-305 r I i r Lei 0 z �0�� Li CLz C)Q D _ F 0rre o¢ a 4 �f O O J n CL ow W o0 ®W _j a W w� T oQD M CL Y �W OG 1 ` , LLM r� V I } Co V Z somm" i�eirr QC V I 0 Z U V) W a � V] WIYW� a un LL— c?r rx�wNV aoxa`azk' �-wrx �woa oso owe a tnaS�VWo v=icT.>�mgc'-iia o - V J z aZw�ao a 1 LO, QO 1®1 1 11 wZ�Fmm vi Cie SHEET N0. REV. NO.: Q S-306 1 a hol Q a LA 9 201 1:!! 0 • U) • 0top') d' M C14 C,4 1 I 't 't W 00 �00 z -, V — W �U) o� z U) C9 I M) N z o� 0 O Q 00 � �ro gLU W 0J Q W JDgg >� J 0 C) W W wq. � ao O CJ W Q OD 0 Q w Illl- o D Ll. Cie V � m Q CL 011. Z V v W a Z o�n-gym o'ao �cai,a N -a' -a _qpp(-����O Vw� ~ 0 2 w a d J o��� 2 Uwc1 OCLO Ow H ao �F �Dzw oz 20,nc>a w W Q � �3��0'� J � Q 43 0 OC V O° I-- w 9 o 31 ILA t 9,53 SHEET N0. REV. NO.: Q S-307 TRUSS MANUF. OF PROVIDE VERT CONTRACTOR TO VERIFY ALIGNMENT OF CONTRACTOR t0 VERIFY ALIGNMENT OF MEMBER OVER SUPPORT, TYP. BOLT 4 HOLD/DOWN W/ TRUSS LAYOUT BOLT t HOLD/DOWN W/ TRUSS LAYOUT WHERE REQUIRED, TYP. 's/a" PLYWOOD 12 WHERE REQUIRED, TYP. � SHEATHING 4 F ROOF DECK PER PLAN I 12 PRE -ENG WOOD TRUSS TRUSS MANUF. OFPROVIDE 4 VERT 12 SIMPSON STRAP MEMBER OVER x aD COMMON NAILS. PER PLAN ROOF DECK 4 SUPPORT, TYP. SIMPSON STRAP x �x x TRUSS MANUF. PROVIDE PER PLAN STRAP SHEATHING PER PLAN x x VERTICAL CENTERED PER PLAN PER PL Rr1 PER ARCH. / x x ABOVE SUPPORT, TYP. DWG.,TYP. 2x WOOD BLOCKINCs W/ H, MkT.O. BEAM PER PLAN 8D COMMON NAILS. TRUSS BRCS. DBL 2 x WD EL. +149'-5" i xx TRUSS 5R3. --�� / EL. +149'-5" TRUSS BEYOND COMI`10N NAILS. 8D 0 , � . 2x WOOD BLOCKING TOP 1E, CONT. i T.O. STEEL DBL 2 WD W/ SD COMMON NAILS. T.O. STEEL EL. +149'-2° i x EL. +149'-2° i TOP M, CONT. "1551" BOND BEAM 5.0. TRUSS B.O. TRUSS i ------8" CMU L. 148'-2" E ARCHt EL. 148'-2" WGS - DUJCsB. I W12 PER PLAN. PROVIDE 1j2 "4' x 41/z" LCs_ NELSON THREADED WI& PER PLAAL PROVIDE g' -o" STUDS AT EACH END BEAM 4 A 1/241 1 „ x 4/z LG. NELSON NOTE G.G. TO COORDINATE VERT, RE INF. EXTERIOR XTE INR OF I ELOCATION , W/P- I COORDINATEC- BETWEEN 3_4 3,_O„ THREADED STUDS AT LOCATIONS OF SIMPSON W/ STD. HIC. +� MPTRISB TRUSSES, TYP. Dig' BEAM24° HOLD DOWNS W/ TOP (SEE PLAN) LAYOUT, TYP. EXTERIOR OF BUILDING I TYP. COORDINATE I LOCATION w/ TRUSSES, TYP. 1 5ECT I ON 2 TRU 5 5 E3EAF,INr-.:; D E TA L 3 Tfi�1�55 8E AR INCA DETAIL � C�>�5 L E 5-30 1 SCALE= '5/4" a l'-0" . �,,, . ,- „ 5.30, SCALE. 4 I 0 3/411 ,,-0° SCALE-- • IRDER TRUSS BEAM NOTE: GAG. TO COORDINATE It BEAM NOTE: GSC_ TO COORDINATE LOCATIONS OF SIMPSON LOCATIONS OF SIMPSON 6" PRE-ENGINEERED HOLD DOWNS W/ TRUSS HOLD DOWNS W/ TRUSS LAYOUT, TYP. LT. GA. STUDS CONT. 2x BLOCKING LAYOUT, TYP. I ( 6" PRE-ENGINEERED I LT. GA. STUDS I I I CONT. 2x BLOCKING I I i I CONC. SLAB 4 REINF. I I PLYWOOD ROOF PER PLAN I I DECK PER PLAN GONG. SLA5 ! REINF. I I PLYWOOD ROOF PER PLAN I I DECK PER PLAN I I T.O. SLAB gk EL. +112'-0" 12 BEAM T.O. SLAB 4 4 EL. +112'-0" 12 BEAM tl. 4E ARCH. 4 4EE DWG CONT. 2x 4 ARCH. TRUSS CONNECTIONS a BLOCKING � D CONT. 2x BY TRUSS MANUF. a 4 BLOCKING -MUST WITHSTAND o HIP TRUSS BOTH GRAVITY 4 I UPLIFT LOAD CONDITIONS x G.I.P. CONC, BEAM PER PLAN, TYP. C.I.P. CONC. BEAM x x PER PLAN, TYP. T.O. BEAM PER PLAN TA, BEAM x F . DBL. 2 x F.T.WD. I PER PLAN LED. viz"a RAWL PRE -EW -3. WOOD SIMPSON STRAP POWER BOLT m 24" O.G. TRUSS w 2 0 PER PLAN DBL. 2 x P.T. WD. LEDGER 1L' W/ 1/2 "1 RAWL PRE-_ OD SIMPSON STRAP (ro" EMBED MIN) TYP. Off_, TYP. POWER BOLT w 24" O.G. „ �21-01, -� PER PLAN O.G., TYP. - a (ro" EMBED MIN) TYP. 8" CMU, TYP. "58-1" BOND BEAM GONG. BEAM PER PLAN 4 SECT I ON FAT IO LOW fROOF 5ECTION FATIO LOW fROOF (o GWRDEFR TRU55 5-301 SCALE: 3/4" = 1'-0�� 2�/JJjj -,. 01 SCALE: 3/4" 1'-011 �Jj'j �' �1G/ I ECALE: N.T.S. PRE -ENG_ 20 PSF ROOF LIVE LOAD (REDUCIBLE) PRE -ENG. WOOD TRUSS ROOF TRUSS NOTE°a: 2" x a" WD. ie a 4'-0° WOOD TRUSS 4l.) O.G. W/ SIMPSON "A35" PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND EITHER SIDE. ATTACH SIMPSON "A35110 24" O.C. WIND LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE 1991 TO BOND BEAM W/ USE TAPCONS TO CONNECT 10 PSF TOP CPORD DEAD LOAD SOUTHERN STANDARD BUILDING CODE. TRUSS FABRICATOR SHALL SUBMIT DRAWINGS TAPGONS, TYP. TO BOND BEAM,TYP. AND DESIGN CALCULATIONS SEALED BY A FLORIDA REGISTERED ENGINEER FOR REVIEW 10 PSF 50TTOM CWORD DEAD LOAD PRIOR TO TRUSS FABRICATION. 2-) ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING, AS WELL AS HANGINCs MECHANICAL AND CEILING DEAD LOADS. (2) 1/44 LONG•_ .� - - -� BOND BEAM "BBT" WIND 3.) WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS LAG BOLTS EA. END 2x, TYP. DIRECTION ELEVATIONS SHOUK FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES ak SYMMETRICALLY (REVERSE WINDWARD AND LEEWARD WIND LOADINGS) THEREBY ACCOUNTING, FOR WIND LOAD IN THE A MINIMUM BOND BEAM551 Ll Q OPPOSITE DIRECTION. OF 10 PSF DL MAY BE USED TO RESIST UPLIFT, TYP. ��� �b �V �Q 4.) SEE ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, AND ROOF FRAMING PLANS �lIANI S� bFOR OR '� BOTTOM CHORDS OF TRUSSES DUE TO a crlu a cm ��q� b .. AB MECHANIICITAL EQUIPMENT, WHERE APPLICABLE. r -j �� �J My tW VERT. REINF. W/ VERT. RE INF. W/ STD. NK STD. HK. w TOP+� TOP TURN ALONG SEE NOTE 5.) MAW-Ul TRUSS SPACING IS V-0", TYPICALLY. "PSP" LOADINGS SHALL BE MULTIPLIED "PLF" TURN ALONG WALL AXIS. ACCORDINGLY IN ORDER TO OBTAIN TRUSS LOADINGS. WALL AXIS. *4 BELOW 6J POINT LOADINGS WHIC 4 ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING � TRIBUTARY WIDTHS GREATER THAN V-0" (HIP TRUSSES, TRANSFER TRUSSES, ETCJ SHALL WALL NQT WALL BE ACCOUNTED FOR IN TRUSS DESIGN, AND MAGNITUDE OF SUCH OF CH POINT LOADS SUSHALL BE CLEARLY NOTED ON SHOP DRAWINGS. TRUSSES SHALL ACCEPT POINT LOADS TRUSS MANUF. TO ACCOUNT FOR & KIP FROM ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. SHEAR LOAD IN TRUSS A BE SENOTE *8 BELOW 1.) COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND ❑ VALLEYS WITH ARCHITECTURAL DRAWINGS, TYPICALLY. w a SUPPORT POINTS, TYPICALLY 8.) TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE. A 5�4EAFR WALL CONNECTION � TRU 5 5 FINAL LOCATION AND CONFIGURATION OF TRUSS WEB MEMBERS SHALL BE COORDINATED a WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS. 3/4" 8 Pi�� '- E NC; I N SE E �E D T fRU,5,5 E R. L PLOWFlELD & A S S 0 C I A T E S 9.) TRUSS BRACING AND SCALE. -1'-m" PERMANENT BRIDGING SHALL BE PROVIDED IN ACCORDANCE ITH „ Structural TRUSS PLATE INSTITUTE"IN ORDER TO PROVIDE ADEQUATE LATERAL WIN STABILI 1035 S. semoron Blvd. orae Blvd, FOR TRUSS SYSTEM, TYPICALLY. 1 Suite t Winter Park. FL 32792 Phone (407) 657-6657 Fax (407) 657-8480 e -mall: plowfWdOlog.net a hol Q a LA 9 201 1:!! 0 • U) • 0top') d' M C14 C,4 1 I 't 't W 00 �00 z -, V — W �U) o� z U) C9 I M) N z o� 0 O Q 00 � �ro gLU W 0J Q W JDgg >� J 0 C) W W wq. � ao O CJ W Q OD 0 Q w Illl- o D Ll. Cie V � m Q CL 011. Z V v W a Z o�n-gym o'ao �cai,a N -a' -a _qpp(-����O Vw� ~ 0 2 w a d J o��� 2 Uwc1 OCLO Ow H ao �F �Dzw oz 20,nc>a w W Q � �3��0'� J � Q 43 0 OC V O° I-- w 9 o 31 ILA t 9,53 SHEET N0. REV. NO.: Q S-307 PROVIDE BLOCKING PROVIDE BLOCKING PROVIDE BLOCKING UPPER CABINET _ 0 UPPER CABINET _I � UPPER CABINET I I 8�PJUgTABLE i pDJU9tAk3�E i /�'� pJUSTaBLE�� ��� � i I I WIRE PULL (TYPICAL) i WIRE PULL (TYPICAL) i WIRE PULL (TYPICAL) I i I L- — CESSEP RECESSED SHELF _ RECESSED SHELF I I' TANPARPS I I' STANDARDS Ii' STANDARDS 24" m 24" 24° 24, WIRE PULL (TYPICAL) � 241 WIRE PULL (TYPICAL) :r 244tr I i -r -- APRON PANEL z l j APRON PANEL 3/4' ADJUSTABLE APRON t ----- - WIRE PULL (TYPICAL) SHELF /_ U w _w VWIRE PULL (TYPICAL) �n � - WIRE PULL ItYPICAL) � m m q WIRE PULL (TYPICAL..) 6+ Q U [). m 'r @ (p 124 N I -ITctj io 3" 3" 3' NOTE: ADJUSTABLE SHELF STANDARDS TO BEV)NOTE: ADJUSTABLE SHELF STANDARD$ TO BE r7 RECESSED UNLESS NOTED OTHERWISE. RECESSED UNLESS NOTED OTHrzRUJI$i^. N CL W CABINET SECTION 0 PREP. AREA CABINET SECTION PREP. AREA CABINET SECTION -TVP, .TVP. B CABINET SECTION CABINET SECTION TYP. CABINET SECTION d TYP. J v T 'P-0"' 'P' 'P-0" 'P' 'PAD' m *ro F .�' .P, -- F 0 . m �_ OW0 N I fp z Z <� PORTABLE �'" z NOTE: ADJUSTABLE SHELF STANDARDS TO BE 5NEEZE - - --- 24' RECESSED UNLESS NOTED OTHERWISE. GUARD 0- NOTE- - z NOTE: C413INET WIDTH MAY VARY SEE FLOOR o0 . PLANS FOR k3OWEp CABINET LOCATIONS. 24' -�, ry 24' :' D WIFE PULL (TYPICAL.) PLASTIC (AM. WIRE PULL (TYPICAL) r 3/4' PLYWOOD DIAGONAL BRACING (� w Q COUNTERTOP # _WIRE O.C. MAX. Y BACK $FLASH G� n _ 3/4' ADJUSTAFaLE _ , .., - w ..- • ; r� I _ - 3/4' ADJUSTABL-E APRON PANEL SHELF Q M SHELF 3/4' AE)JU5TAf5LE � 6HELF WIRE PULL CTYPIGAL) m _0 LAU A, 1 tt L.L. 3' 3" NOTE: ADJUSTABLE SHELF STANDARP5 TO BE NOTE: ADJU5TABLE SHELF $TANDARD5 TO BE NOTE: APJU5TA5LE SHELF STANDARDS TO BE NOTE: ADJUSTABLE SHELF STANDARDS TO BE RECE551;D UNLESS NOTED OTHERWISE. RECESSED UNLESS NOTED OTHERWISE. RECESSED UNLESS NOTED OTHERWISE, RECESSED UNLESS NOTED OTHERWISE. e.•� CABINET SECTION . TYP. CABINET SECTION DINING ROOM CABINET SECTION - T1(P. , SECTION 0 LAUNDRY ROOM K COUNTER SECTIONTOCie✓ X` 0 W r z 4 �n W 1 1/4' EASE' EDGE a w (In 1 1/4' EASE EDGE w o o w " 11 3/4 u C7 C9F �v_T1H �W ZQ OU5; pwa o G� ` y- ~ DRAWER FOR CASH w o iv N KEYBOARD ♦ KEY ROaR17 i `♦ � � � � � o � o SHELF TRAY W/LOCK w p t`r 0 1 I 7 o vi r r- FII - r-- --- - 3' PIA. HOLE - •� REMOVABLE - ` `•,, REMOVABLE v=i U o m rr v - a _ _ 9FIEL.1= N I tCONSOLE I i i TERMINAL SHELF V _____- I C i� -- TERMINAL SHELF �� /` / �Kvzo a CON$OLEc� o = p o 'zw S erg r----------------� - r--------- I Q I I @ - t -----__ I 21/g" DIA. HOLD - r--------------� --- 2iz DIA. HOLE 7" owW wdr�oU . @ cv _ a Z lu ' PRINTE(a r 1 t r I CPU i th r I PRINTER L --------------- L------------..... -- __� u cp.WQno L--------------:JWA r� OPEN FOR �'{ OPEN FOR Ln rr_____----_....____, n OPEN SHELF PAPER SLOT _ r -�-M _-�� PAPER SLOT r 3 PIA. HOLE - _ PRINTER PAPER I 1 3' PIA. HOLE PRINTER PAPER 3' DIA. HOLE ,c l I I _ L----___ I c I ____ __________J cA OPEN SHELF I --^-_-- J @. j�e m 444k�kl� -1 N 00 � O 3' PIA. HOLE Z cn ce I to j 3' i. in SFIEET N0. RkV.�fC7.: Q a FRONT ®FSK � SEC PION p TYP. FRONT DESK SECTION - TVP, FRONT DESK SECTION -TVP. FRONT DESK SECTION TYP. ro r to A 601 r , 00 0 O 1 1/4' EASE EDGE 76 TAMBOUR OVER 1/2L PLYWOOD PL.3 3' DIA. HOLE L o P. LAM G WAL MOM PROVIDE BLKC_i. UPPER CAB INET 3/4' ADJUSTABLE SHELF WIRE PULL (TYPICAL) RECE55ED SHELF STANDARDS WIRE PULL 3/4' ADJUSTABLE 5HELF No�S.� –,�--• A. ADJUSTABLE SHELF STANDARDS TO BE RECESSED UNLE55 NOTED OTHERWISE. PROVIDE DRAWER FOR CASH TRAY W/ LOCK FOR MONEY MODEL NO. I -T BY WHITNEY DUPLICATING CHECK Co. SECTION AT ACCESSIBLE RECEPTION (4J 3/4"- P-0* CABINET o 8 3/4'x'.0' JALL MOUNTED I.-IGHT FIXTURE SEE ELECTRICAL DRAWINGS /2' X 1 1/2' WOOD 3ANDING WITH ZADIU5 EDGES APRON PANEL_ 'ULL 'ROVIDE IN$ULATION *ROUND PIPING AS PEQUIRED DOOR 'IVOT' SLD DR HRDLUR RESILIENT 1345E 11/4' EA6E EDGE 3' PIA. HOLE 3/8' TAM50UR OYER 1/2' PLYWOOD L4 r, 3' DIA. HOLE 3'-4' 1'-10' :n �,• �� KEYBOARD SHELF c; REMOVABLE c� TERMINAL. 5HELF 2 1/2' DIA. HOLE---------- 1*0 CPU --- -------- J V N 3' DIA. OPENING AREAE OPEN, FOR I , 5A1;E1 DEP031T ® _ 130X5 I = 3 DIA. HOLE $E NLOTE __ I �r 3' 2.11 3" SECTION AT RECEPTION DESK 3/4'"�'i'-Q� ROYIDE DRAWER FOR CASH TRAY W1 LOCK FOR MONEY MODEL NO. I -TY IUHITNEY DUPLICATING CHECK CO. PIGEON ry ° HOLES Lf5IZEFr �cD N —OPEN $HELI= 1<t 3. T-ia' 3' 11 4 SECTIC 3/4"&10 I/S' METAL FURRING AT 24' O.C. VERTICALLY � C,ABINET SECTIQN � I LINE OF CEILING 5/8" GYP. 50, BOTH SIDE5 P. LAM CAP L� 1/2' X 1 1/2' UJOOD BANDING WITH RADIUS EDGES APRON PANEL PULL POOR PIVOT 5L.D DR HRDWR TYP. GWF . PARTITIor PORTABLE SNEEZE GUARD — 1 1/4" EAaE EDGE ip 2 1/2' DIA. HOLE l- 3' DIA. HOLE W 8 i2 1/4" EASE EDGE u� 2 1/2' PIA. HOLE OPEN FOR PAPER SLOT p ul ca a� QILI w p �- 3" DIA. HOLE 3' SECTIC 3/4" � I'O 3'-4' 1'-6' r 1° �a AREA OPEN FOR CSAFE 30XE�EPOSIT SEE NOTE I I 6 SECTION AT ` RECEPTION DESK RECE66ED POWNL IGHT BREAKFAST n COUNTER 'SECTION 1 V 3/4' =1'0" TYR PAR SEE BLO( GAN( REQ N WIRE PULL 3/4' ADJUSTABLE 5HELF L3 NOT 5: 5-1 A. ADJUSTABLE SHELF 5TANDARD6 TO BE REGE55ED UNLE66 NOTED OTHERW16E. C OUNTER SECTION :E56ED DOWNLIGHT ELECT. PUUG5. )WN MOLDING 4/A-105 2NER MOLDING EAUHITE INGUISHIN(x FABRIC I FIRE RE516TANT ATMENT, X55 RAIL 6TIC LAM. INTERTOP 4PL4 X5F'LASH ADJUSTABLE L1=PL3 -AM PL3 AOR iE AS SCHEDULED NOTE: BUFFET CABINET HARDWARE FINISH TO BE BRONZE. BREAKFAST 1� CC)UNTER SECTION �I Z a z w _O `n N� W o\ 0 z CL o IN rI a a z 0 I= as Z Z G � .� Q w fk� s ::j r _j �a F- r v 1 W ..�. W .. j two Z o.� 0 I,." Z U � w a n w O IIµ It g. � cn r cn U aw 1, r:cr n ,y oQ 0 zw v A v,irv�Wvd- a'~a-�Uwo 0ON-MR T}IO ~Qozw��da z �-�- acoi�aLa EL CK s�oz F w CK ov)oa- ��a° zowzj5�w ~4—U� ZI40wU i'p o0 Cie m 0 W 'n z u < o SHEET NO. REVYNO.: A,602 I SEE ELECT. DWG5. —CROWN MOLDING 1 ' ' CORNER MOLDING �\. BLUE/WHITE EXTINGU16HING FABRIC WITH FIRE RESISTANT ~\, TREATmENT PYYOND. BRASS RAIL (BEYOND) ---PLASTIC LAM. PL4 COUNTERTOP 4 BACKSPLASH 3/4' ADJUSTABLY SHELFPL4 P. LAM PL3 DOOR BASE AS SCHEDULED BREAKFAST n COUNTER 'SECTION 1 V 3/4' =1'0" TYR PAR SEE BLO( GAN( REQ N WIRE PULL 3/4' ADJUSTABLE 5HELF L3 NOT 5: 5-1 A. ADJUSTABLE SHELF 5TANDARD6 TO BE REGE55ED UNLE66 NOTED OTHERW16E. C OUNTER SECTION :E56ED DOWNLIGHT ELECT. PUUG5. )WN MOLDING 4/A-105 2NER MOLDING EAUHITE INGUISHIN(x FABRIC I FIRE RE516TANT ATMENT, X55 RAIL 6TIC LAM. INTERTOP 4PL4 X5F'LASH ADJUSTABLE L1=PL3 -AM PL3 AOR iE AS SCHEDULED NOTE: BUFFET CABINET HARDWARE FINISH TO BE BRONZE. BREAKFAST 1� CC)UNTER SECTION �I Z a z w _O `n N� W o\ 0 z CL o IN rI a a z 0 I= as Z Z G � .� Q w fk� s ::j r _j �a F- r v 1 W ..�. W .. j two Z o.� 0 I,." Z U � w a n w O IIµ It g. � cn r cn U aw 1, r:cr n ,y oQ 0 zw v A v,irv�Wvd- a'~a-�Uwo 0ON-MR T}IO ~Qozw��da z �-�- acoi�aLa EL CK s�oz F w CK ov)oa- ��a° zowzj5�w ~4—U� ZI40wU i'p o0 Cie m 0 W 'n z u < o SHEET NO. REVYNO.: A,602 I h°tARR14iT 5PE�8. )�LOBBY ELEVATION lie? 1=�" BU11, 10 1/4" = 1'•0" Lk -,;®0 1/4w = fe K ELEVA 1/4" = TO LP 1'o N ELEV C W4DINI-0NG ROOM ELEVATION P E-1 �I I� I ------ �� II II �I p II I ----------------- II II II II II II II II II I� II I� II � II II Lk -,;®0 1/4w = fe K ELEVA 1/4" = TO LP 1'o N ELEV C W4DINI-0NG ROOM ELEVATION ELEVATION E:)—LOBBY 1/r =1-0, j 1 4 G WORK ROOM ELEVATION 1/4" _ �'-070' WORK ROOM ELEVATI 1/4" =1'-0" WORK ROO I 1 ii tr"ll Y SIN Fl„ . PREP AREA ILI'VATION E1W 1'-ti1PL0YEE BREAK ROOM ELEVATON LOCS / KERCOUNTER r u to w 9� u 0 m a, 01 cra m z lC M ® I I - CNI N n n c> o O . 08� o } Q: ® 7� o� w w LLJ W� L¢ T M LLJ M .-i V I 0� I cel , V) U c De Cl. 0 U V) w O a dwixwo a ��LZJ ' 2pwp-I-'m aZ1- oso Awa o nl.id'" V f vzic_s.�pCwOgW�4w. Z4p1'-7CgW oap. o 1p° taZ6 C� ob��o�ga wpzovti a LLJ �Cirr3Q�'no 67 nl 9 r , J) O - W w T � � SHEET N0. REL NO.: A-501 M E-1 ELEVATION E:)—LOBBY 1/r =1-0, j 1 4 G WORK ROOM ELEVATION 1/4" _ �'-070' WORK ROOM ELEVATI 1/4" =1'-0" WORK ROO I 1 ii tr"ll Y SIN Fl„ . PREP AREA ILI'VATION E1W 1'-ti1PL0YEE BREAK ROOM ELEVATON LOCS / KERCOUNTER r u to w 9� u 0 m a, 01 cra m z lC M ® I I - CNI N n n c> o O . 08� o } Q: ® 7� o� w w LLJ W� L¢ T M LLJ M .-i V I 0� I cel , V) U c De Cl. 0 U V) w O a dwixwo a ��LZJ ' 2pwp-I-'m aZ1- oso Awa o nl.id'" V f vzic_s.�pCwOgW�4w. Z4p1'-7CgW oap. o 1p° taZ6 C� ob��o�ga wpzovti a LLJ �Cirr3Q�'no 67 nl 9 r , J) O - W w T � � SHEET N0. REL NO.: A-501 M W DEDICATED OUTLET TELEPHONE JACK FOR COMPUTER CONSOLE OUTLET (TELEPHONE) SAFE DEPOSIT BOXES Q C a a l0 all -� L F. J L IIG II I IIl L__J II II II n F, I �n IILJ 11 / II 411 L JLj \YY PUBLIC R �`O H ELEVATION PUBLIC RESTROOM 11'r = 1'-0"' EMPLOYEE LEVATION L 1/4 ON�TD ESK ELEVATION B PUBLIC RESTR-re F a-� Lw:k�j 9 L —.J • I� r — r II y� II L__J II II II n Iwnl��- / II 411 L JLj Lam.. .i�.JJ / U U / 1 / 20 1� U Fri M4CIo \ PUBLIC RESTROOM 11'r = 1'-0"' EMPLOYEE LEVATION L 1/4 ON�TD ESK ELEVATION B PUBLIC RESTR-re F a-� Lw:k�j PUBLIC R 1/4' =1'-0" ELEVATION Rim K EMPLOYEE RESTR1/4 CASH TRAY W/ KEY LOCK DEDICATED OUTLET TELEPHONE JACK FOR COMPUTER CONSOLE OUTLET (TELEPHONE) CONSOLE ATION EON 9 L —.J • I� r — r II y� II L__J II II II n Iwnl��- u n 11 � II II 411 L JLj Lam.. .i�.JJ rn U U 3 Jl 1 x PUBLIC R 1/4' =1'-0" ELEVATION Rim K EMPLOYEE RESTR1/4 CASH TRAY W/ KEY LOCK DEDICATED OUTLET TELEPHONE JACK FOR COMPUTER CONSOLE OUTLET (TELEPHONE) CONSOLE ATION EON _FRON�TD ESK ELEVATION / / / / / i \ \ Crvau%.. vIC ATION PUBLIC RESTR v4' =1'-0" MONITON I L- C -i OPEN SHELF ENSHELF ELEVATION oF-91o r PRINTER I I PRINTER PAPER L —.J • I� L__J II II rl�wt Iwnl��- mIIrIR II 411 L JLj Lam.. .i�.JJ rn r� 1171 1 x 20 1� U M4CIo _FRON�TD ESK ELEVATION / / / / / i \ \ Crvau%.. vIC ATION PUBLIC RESTR v4' =1'-0" MONITON I L- C -i OPEN SHELF ENSHELF ELEVATION oF-91o r PRINTER I I PRINTER PAPER D PUBLIC R v�� =1=0- EVATION PUBLIC RESTROOM EL v4' = ' e CASH TRAY W/ KEY LOCK DEDICATED OUTLET TELEPHONE JACK FOR COMPUTER CONSOLE OUTLET (TELEPHONE) CAONWLE SAFE DEPOSIT BOXES N FRONT DESK ELEVATION 5 = ATION GENERAL NOTES 1. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION. 3, SYMBOL OINDICATES TOILET ACCESSORIES SEE THIS SWEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND N.G. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. S. ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY, 6. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RdNDLE IS NOT AN APPROVED SUPPLIER. 1. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. S. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. I ACCESSORIES SCHEDULE I NO. I DESCRIPTION O RECESSED PAPER TOWEL DISPENSER t DISPOSAL - H.C. ACCESSIBLE BY MCKINNEY/PARKER, MODEL "8®294-18 0 PARTITION MOUNTED TOILET SEAT COVER DISPENSER BY MCKINNEY/PARKER, MODEL "802 LIQUID SOAP DISPENSER BY MCKINNEY/PARKER, MODEL 0304 ® CHANNEL FRAMED MIRROR BY MCKINNEY/PARKER, MODEL O19@ 0 36' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL i*5632 © 42- GRAB BAR BY FRANKLIN BRASS MFG. co, MODEL *5642 Q PARTITION MOUNTED X -TRA ROLL. TOILET TISSUE DISPENSER BY MCKINNEY/PARKER, MODEL OS24 ® RECESSED NAPKIN 4 TAMPON VENDOR BY MCKINNEY/PARKER; MODEL *812 ® FIXED TILT ANGLE FRAMED MIRROR, H.C. ACCESSIBLE BY MCKINNEY/PARKER, MODEL 'MIOT ® RECESSED SEAT COVER, ROLL TISSUE DISPENSER t NAPKIN DISPOSAL BY MCKINNEY/PARKER, MODEL 08021 II RECESSED SEAL COVER AND ROLL TISSUE DISPENSER BY MCKINNEY/PARKER, MODEL 08021 ® PARTITION MOUNTED NAPKIN DISPOSAL BY MCKINNEY/PARKER, MODEL 0825 O RECESSED SMALL CAPACITY PAPER TOWEL DISPENSER BY MCKINNEY/PARKER, MODEL W121 L —.J F L__J II II L_�J 11 SII — II 411 L JLj Lam.. .i�.JJ rn r� 1171 1 x 20 1� U D PUBLIC R v�� =1=0- EVATION PUBLIC RESTROOM EL v4' = ' e CASH TRAY W/ KEY LOCK DEDICATED OUTLET TELEPHONE JACK FOR COMPUTER CONSOLE OUTLET (TELEPHONE) CAONWLE SAFE DEPOSIT BOXES N FRONT DESK ELEVATION 5 = ATION GENERAL NOTES 1. PROVIDE WOOD BLOCKING OR OTHER SOLID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 350 LBS. EXERTED AT ANY POINT IN ANY DIRECTION. 3, SYMBOL OINDICATES TOILET ACCESSORIES SEE THIS SWEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND N.G. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH. S. ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY, 6. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RdNDLE IS NOT AN APPROVED SUPPLIER. 1. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. S. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. I ACCESSORIES SCHEDULE I NO. I DESCRIPTION O RECESSED PAPER TOWEL DISPENSER t DISPOSAL - H.C. ACCESSIBLE BY MCKINNEY/PARKER, MODEL "8®294-18 0 PARTITION MOUNTED TOILET SEAT COVER DISPENSER BY MCKINNEY/PARKER, MODEL "802 LIQUID SOAP DISPENSER BY MCKINNEY/PARKER, MODEL 0304 ® CHANNEL FRAMED MIRROR BY MCKINNEY/PARKER, MODEL O19@ 0 36' GRAB BAR BY FRANKLIN BRASS MFG. CO., MODEL i*5632 © 42- GRAB BAR BY FRANKLIN BRASS MFG. co, MODEL *5642 Q PARTITION MOUNTED X -TRA ROLL. TOILET TISSUE DISPENSER BY MCKINNEY/PARKER, MODEL OS24 ® RECESSED NAPKIN 4 TAMPON VENDOR BY MCKINNEY/PARKER; MODEL *812 ® FIXED TILT ANGLE FRAMED MIRROR, H.C. ACCESSIBLE BY MCKINNEY/PARKER, MODEL 'MIOT ® RECESSED SEAT COVER, ROLL TISSUE DISPENSER t NAPKIN DISPOSAL BY MCKINNEY/PARKER, MODEL 08021 II RECESSED SEAL COVER AND ROLL TISSUE DISPENSER BY MCKINNEY/PARKER, MODEL 08021 ® PARTITION MOUNTED NAPKIN DISPOSAL BY MCKINNEY/PARKER, MODEL 0825 O RECESSED SMALL CAPACITY PAPER TOWEL DISPENSER BY MCKINNEY/PARKER, MODEL W121 DATUM CORNER GUARD TYPICAL INDOOR PLANTINGS N.I.G. WOOD &ILL TO MATCH CHAIR RAIL CHAIR RAIL SEE 5/A103 5/6' DRYWALL %' CEMENTITIOUS BOARD AT INSIDE OF PLANTER WATERPROOF LEAD LINER AT INSIDE OF PLANTER 3%' METAL STUDS AT 24' O.C. VINYL BASE SEE SCHEDULE PLANTER SECTION re 4 tn of � U 3 w N } N U Q ol 1; 01 � � m O Z W ^C Z J x. O~� • `_ CV �I ZN Z Q� 0 r� � aQ W to iJ ® N 4 L.L. af0000 W Ldo �� 3 lel I• U 000 000 000 Of 'Q. WInd �,- O _ J L.L.. .—.J L 'V Z CL O w_ C) 2 wrz--ooZz� 0005 Vox 0, Q Q �a�PWQ Vq wvilgoro�� 1 vxicQOMX W� W v,a x r=, o o ® 0 -00� 0 Z m y - 'T BZW p ZUtnpd Z�aTzoww z¢_ -a iOwGo�`en� r -U tr3r-��O LLj m CSG n Z o � m 0 Q -T ( M0 .�. w I T li _ F... () 0 w . BZW o Lim �or SHEET NO. REV. .. Q 20 1� M4CIo r -� OC3 O N N ca 0 - - @ E3 - -� O N N (\1 FACIAL cv RECESSED TOILET TISSUE CL05ET SOAP TISSUE DISPENSER H.C. TOWEL TOWEL BAR SHELF SHOWER EXHAUST D15H DISPENSER (RECESSED) GRAB BAR BAR a SHELF IS ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED ITEMS, DATUM CORNER GUARD TYPICAL INDOOR PLANTINGS N.I.G. WOOD &ILL TO MATCH CHAIR RAIL CHAIR RAIL SEE 5/A103 5/6' DRYWALL %' CEMENTITIOUS BOARD AT INSIDE OF PLANTER WATERPROOF LEAD LINER AT INSIDE OF PLANTER 3%' METAL STUDS AT 24' O.C. VINYL BASE SEE SCHEDULE PLANTER SECTION re 4 tn of � U 3 w N } N U Q ol 1; 01 � � m O Z W ^C Z J x. O~� • `_ CV �I ZN Z Q� 0 r� � aQ W to iJ ® N 4 L.L. af0000 W Ldo �� 3 lel I• U 000 000 000 Of 'Q. WInd �,- O _ J L.L.. .—.J L 'V Z CL O w_ C) 2 wrz--ooZz� 0005 Vox 0, Q Q �a�PWQ Vq wvilgoro�� 1 vxicQOMX W� W v,a x r=, o o ® 0 -00� 0 Z m y - 'T BZW p ZUtnpd Z�aTzoww z¢_ -a iOwGo�`en� r -U tr3r-��O LLj m CSG n Z o � m 0 Q -T ( M0 .�. w I T li _ F... () 0 w . BZW o Lim �or SHEET NO. REV. .. Q N Cd W 3 x 3 W V) x 0 0 w C) z C'1 0 C7 0 Y M Y N N Y in Y 0 C) J 0 U W J F- r- Lo - r`Lo N J vi W W 0-1x 9 0 Q t0 Mi ASPHALT SHINGLES OVER 30 LB. BUILDING - PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRU55E5 AT 24" O.C. R-30 MIN- BATT INSULATION THROUGHOUT PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601. SEE SHEET A-801 FOR A DETAILED DESCRIPTION. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM IN ATTIC SEE FIRE DWGS. r 4 I d I I 4 PTAC UNIT SEE HVAC DRAWINGS 139' - Eo' I 5th FIN. FL. Y FIXED 1/4' TINTED GLASS IN WHITE PAINTED ALUMINUM FRAME PTAC UNIT SEE HVAC ----f DRAWINGS I 130'-4' OL 4th FIN. FL. FIXED 1/4' TINTED GLASS IN" WHITE PAINTED ALUMINUM FRAME PTAC UNIT SEE HVAC -- --- --j DRAWINGS I 121'-2' OIL_ 3rd FIN. FL, E.IF.S. ON %' DENSGLASS ON 3% METAL STUDS AT 16' O.C- INSTALL PER MANUFACTURERS SPECIFICATIONS TYPICAL. 2 PTAC UNIT SEE HVAC -1 DRAWINGS I 112'-0' OIL_ 2nd FIN. FL. 3 3/4' STUCCO ON SEALED — CONCRETE BLOCK. INSTALL PER MANUFACTURERS SPECS. TYPICAL. 11111111 1w. SEE STRUCTURAL - FOR FOUNDATION 3 �- BEAM SEE STRUCTURAL DRAWINGS FOR SIZE AND T CONNECTIION DETAILS SYNTHETIC MARBLE WINDOW SILL AS PER I FIN. SCHEDULE. +--�-1— FIRE TREATED IWOOD 13LI CKING `- GYPSUM SPRAY KNOCK -DOWN FIN. - SYNTHETIC MARBLE WINDOW SILL AS PER FIN. SCHEDULE. FIRE TREATED 1 I WOOD BLOCKING GYPSUM SPRAY KNOCK -DOWN FIN. SYNTHETIC MARBLE WINDOW SILL AS PER FIN. SCHEDULE. FIRE TREATED 1 I WOOD BLOCKING `- GYPSUM SPRAY KNOCK -DOWN FIN. I SYNTHETIC MARBLE ;Z-7 WINDOW SILL AS PER FIN. SCHEDULE. FIRE TREATED WOOD BLOCKING . .v' U y_ 1 i J 1 DROP Cl -G. 5/8: TYPE "X" FIRE RATED GYPSUM WALL BOARD ATTACHED TO '1/8' HAT CHANNELS a IES' O -C. ON 1 1/2" GOLD ROLLED CHANNEL Q 24' D.G. SUSPENDED ON WIRE TIES. FLOOR FINISH SEE FINISH SCHEDULE & MIL. POLYETHYLENE VAPOR BARRIER ON CLEAN, TERMITE TREATED FILL WALL SECTION v�ro• ASPHALT SHINGLES OVER 30 LB. BUILDING - PAPER ON 5/8" EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRU55E5 AT 24' O.C. R-30 MIN. BATT INSULATION THROUGHOUT PROVIDE A I HOUR FIRE RATED CEILING --- ASSEMBLY RC -2(x01. SEE SHEET A-801 FOR A DETAILED DESCRIPTION. FULLY AUTOMATIC FIRE SPRINKLER SYSTEM IN ATTIC SEE FIRE DUGS. 12 8 5� A801 d I I I I L- BEAM SEE STRUCTURAL 4 DRAWINGS FOR SIZE AND CONNECTION DETAILS SYNTHETIC MARBLE WINDOW SILL AS PER PTAC UNIT SEE HVAC FIN. SCHEDULE. DRAWINGS FIRE TREATED IWOOD BLOCKING OIL--- ------ 5th FIN_ FL. FIXED 1/4' TINTED GLASS IN GYPSUM SPRAY WHITE PAINTED ALUMINUM FRAME KNOCK -DOWN FIN. i 3 SYNTHETIC MARBLE WINDOW SILL AS PER PTAC UNIT 5EE HVAC FIN. SCHEDULE. DRAWINGS FIRE TREATED WOOD BLOCKING 130'-4' 4th FIN, FL. FIXED 1/4' TINTED GLASS IN GYPSUM SPRAY WHITE PAINTED ALUMINUM FRAME KNOCK -DOWN FIN, I SYNTHETIC MARBLE WINDOW SILL AS PER PTAC UNIT SEE HVAC FIN. SCHEDULE. DRAWINGS gOARD ATTACHED TO 1/8" TYPICAL. FIRE TREATED WOOD BLOCKING 1211-21 O 3rd FIN. FL. 1 1/2' COLD ROLLED CHANNEL E.I.F.5. ON 5 ° DENSGLA55 0 ON 3%' METAL STUDS AT 16' O.G. INSTALL PER GYPSUM SPRAY MANUFACTURERS SPECIFICATIONS KNOCK -DOWN FIN. TYPICAL. I 2 SYNTHETIC MARBLE WINDOW SILL AS PER 100'-0' OIL FIN_ SCHEDULE- PTAC UNIT SEE HvAC DRAWINGS FIRE TREATED I WOOD BLOCKING 1121-01 OL 2nd FIN. FL. / I \ SEE STRUCTURAL -� FOR FOUNDATION Eo MIL. POLYETHYLENE VAPOR BARRIER ON CLEAN, TERMITE TREATED FILL 2 WALL SEC11 N i -1 0 cc � Lu lu3 N } m 0) ol m m m m < n Z O u M 1 Fir - CL �� W h n Z LJ 0 Z o� N 1 �Q Z Q 1 Z 0g L opo OW C1) n W ZL' W Q W aQ ly J Z) _I U W W L'i 0 J � h 04 000 Q LLJ O J z► V Z m o Oe CL 0 � Z 7 t11 W =0�o�m �QYaV)aNZ i-- L�'j ''8 0�w Wn o � Na�a�c.�Wo rv�W �U aln�U-n' Z O N 0Qg Joao La � LL a O w V I 'uJ z v=ioa Z Ko W4 ZGJW za awe LLJ /1 r��3Qo0 V 6) 6) F-- m cn W Q Q r {) r Q � w J L- W° V) �c SHEET N0. R".: Q A-401 3/4 STUCCO ON SEALED CONCRETE BLOCK. INSTALLJ PROP CLG. 5/8: TYPE "X" FIRE RATED GYPSUM WALL PER MANUFACTURERS SPECS. _../ gOARD ATTACHED TO 1/8" TYPICAL. HAT CHANNELS le leo' O -C. ON 3 1 1/2' COLD ROLLED CHANNEL 0 24' O.C. SUSPENDED ON WIRE TIES. FLOOR FINISH SEE FINISH SCHEDULE 100'-0' OIL DATUM F.F. I f SEE STRUCTURAL -� FOR FOUNDATION Eo MIL. POLYETHYLENE VAPOR BARRIER ON CLEAN, TERMITE TREATED FILL 2 WALL SEC11 N i -1 0 cc � Lu lu3 N } m 0) ol m m m m < n Z O u M 1 Fir - CL �� W h n Z LJ 0 Z o� N 1 �Q Z Q 1 Z 0g L opo OW C1) n W ZL' W Q W aQ ly J Z) _I U W W L'i 0 J � h 04 000 Q LLJ O J z► V Z m o Oe CL 0 � Z 7 t11 W =0�o�m �QYaV)aNZ i-- L�'j ''8 0�w Wn o � Na�a�c.�Wo rv�W �U aln�U-n' Z O N 0Qg Joao La � LL a O w V I 'uJ z v=ioa Z Ko W4 ZGJW za awe LLJ /1 r��3Qo0 V 6) 6) F-- m cn W Q Q r {) r Q � w J L- W° V) �c SHEET N0. R".: Q A-401 U w to a 0 U T CY U T cy M C'J M c� 0 Fy cn V) U Y 0 Y U) Y M Y g N Y N Y Y a ca J U LU J H F- l( ) M J M N J (i M J 6i U_ w w x 0 - Mr 0 cp 0, 0) 0 0 a 6 r FLOOR 5 4 SECTION o STAIR TREAD r=rte PROVIDE FOAM INSULATION AT ALL CELLS NOT FILLED W/ CONC. AT STAIR d ELEVATOR ONLY I1i2' 0 STEEL PIPE HANDRAIL PREFAB HANDRAIL BRACKET �w 4'-0' O.C. MAX. ANCHOR BOLT - 2 EA. BRACKET SECURED TO CONCRETE BLOCK WALL FIRE RETARDANT TREATED WOOD BLOCKING KNOCKDOWN FINISH ON' DRYWALL lis' METAL FURRING AT 24" O.C. 3 SECTION o HANDRAIL (: r-0- 3/4' x 3/4" PICKETS 1 1/4" DIAMETER STEEL RAILING STEEL CHANNEL AS REQUIRED CONCRETE FILLED STAIR TREAD ON METAL PANS ANGLE BRACING AS REQUIRED FLOORS 3 & 4 FLOOR 2 FLOOR 1 2 STAIR 1 PLAN STAIR 2 SIM. v4' Q W 4 'L iy-\D Q PROVIDE A SIGN WITHIN THE ENCLOSURE AT EACH FLOOR LANDING. THE SIGN SHALL INDICATE THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE, AND THE IDENTIFICATION OF THE STAIR THE SIGN SHALL ALSO STATE THE FLOOR LEVEL OF, AND THE DIRECTION TO, EXIT DISCHARGE_ THE SIGN SHALL BE INSIDE THE ENCLOSURE LOCATED APPROXIMATELY 5 FT, ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE WHEN THE DOOR iS IN THE OPEN OR CLOSED POSITION. (5-22roro, NFPA 101 '94 EDITION.) 1148'-2 1/2. F.F. BEARING WINDOW SEE SCHEDULE - A/C UNIT SEE MECH. DW55. - 199' 5th FLOOR A/C UNIT SEE MECH_ DWGS. 121'-2' FF. 3rd FLOOR WINDOW SEE SCHEDULE - 1161-1' FF. LAND I A/C UNIT SEE MECH. DWGS. - 112'-0' _F.F 2nd FLOORY 106'-3 b, LAND INCs 100'-0' FF. 1st FLOOR SEE STAIR PLANS FOR TREAD INFORMATION STAIR SECTION SHOWS DESIGN INTENT ONLY. STAIR MANUFACTURER SHALL PROVIDE COMPLETE SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW SEC�1,0�NO�IT�AIRU ASPHALT 6I-IING'xLE5 OVER 30 LB. BUILDING PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES AT 24' O.G. R-30 MIN. BATT INSULATION THROUGHOUT PROVIDE A 2 HOUR FIRE RATED SHAFT U-438 INSTALLED IN A HORIZONTAL P051TION. INSTALL FULLY INDEPENDENT OF THE WOOD TRU55E5, USE 22 GA, 6" HIGH C -H OR C -T STUDS. SEE FIRE STOPPING SHEETS FOR A DETAILED DESCRIPTION. SIM. REV. 8' x 8'x 16' CONCRETE MASONRY UNIT WITH VERTICAL REINFORCING AT 16' O.C. VERTICALLY, SEE STRUCTURAL E.I.F.5 DIRECTLY APPLIED TO SEALED 6' G.M.U. APPLIED PER MANUFACTURERS SPEC IFI CAT IONS. PROVIDE 'CORE -FILL 500' INSULATION IN ALL EXTERIOR BLOCK WALLS. PROVIDE A R-14 MIN, 3/4" x 3/4" PICKETS SUCH THAT A 4' SPHERE CANNOT PASS through SAID VERTICAL PICKETS SIM. ALUMINUM DOWN SPOUT AND SPLASH BLOCK SEE SPECIFICATIONS r- Grp W Y �OO =x� O . a 0 Woo O [ �"1 N N A iii II.-_ p J � 12 ILA x� W 4 O• +_ 0 V f__ Ow p)mw z m 2~ G 4 0 O It 0 Z o Z ©.. Z O !� t._! <C U W J) t 3 W } S W z WLLJ � Q 0� U 1L W w W ��"► .7 = c� cn 6, 6' (p m WQ M Q M 0 z W Y �OO =x� O . a 0 Woo [ �"1 N N A iii II.-_ p J � J� IIIIIIIIIIIIINk x� W 4 O• �a V Ow p)mw z m 2~ G 4 0 O It 0 Z o Z ©.. Z O !� t._! <C 08 Uis a S W z WLLJ � Q 0� o W w W ��"► .7 = w r 83.0 O � WQ M Q M W Y �OO =x� O Woo [ �"1 310 U�d 331 w a J• J � J� IIIIIIIIIIIIINk acz -,w`t r-Nw �a V Ow p)mw z m 2~ G 4 0 O It o ©.. O N <C Z 01m V) SHEET NO. A-402 Y �OO =x� t!0Eg—~, CE Woo [ �"1 310 U�d 331 w a J• acz -,w`t r-Nw �a Ow p)mw Z QZ&M 2~ G 4 0 O It 0 IR: IZ =0w� t�. ��0 N <C 01 m 01m SHEET NO. A-402 TOP OF CMV ASPI-IALT SHINGLES OVER 30 LB, BUILDING PAPER ON 5/8" EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. PROVIDE A BLOCK LINTLE AT S'-0" A.F.F, TOP OF SLAB G BUILD UP THE 8" CONCRETE BLOCK WALL I ON ALL 4 SIDES FROM THE LINTLE TO THE / 1. 12TOP OF THE CHIMNEY 4 SIM. REV. F7 R-30 MIN, BATT CONSTRUCTION, INSTALLATION, INSULATION THROUGHOUT c' OPERATION AND PROTECTION OF ELEVATORS SHALL COMPLY ° B, OTTRUv3 WITH THE REQUIREMENTS OF -" 2G2 SEE ROOM FINISH CHAPTER 4A-47, UNIFORM SAFETY 5T` . FLOOR SCHEDULE FOR LINEN STANDARD FOR ELEVATORS. WALL 4 FLOOR CHUTE 0 — —FINISHES A801 Cs2 2Cs2 "' SEE ROOM FINISH SCHEDULE FOR WALL AND FLOOR FINISHES Z ICE INC 139'-(0' Q 8 x 8 x f(oCONCRETE MASONRY 5TH FLR. to 1Cs125 UNIT WITH VERTICAL REINFORCING `) AT l(o' O.G. VERTICALLY, SEE STRUCT.j 3 SEE ROOM FINISH �w } SCHEDULE FOR WALL AND FLOOR FINISHES - — (Y t 5th FLOOR N 4tH. FLOOR o� LOBS U 0- 1Cx, Cs2 2Cz2 0 2Cs2 m m m 6) E.I F.S DIRECTLY APPLIED TO SEALED m KE lWa S' C,M.U. APPLIED PER MFGR'S, SPECS. 130'-4' ROOM.> ....,.. , . ' - 4TH FLR. lip FLOOR SUPPORTS PER MFRG'S, 4 2G2 SHOP DRAWINGS TYP. SEE STRUCTURAL � 130'-4' DRAWIN65 FOR ALL � � I "Mi' 4th FLOOR CONNECTING TYP, 3RD. FL UJ 1Crt1 �a aG2 LOBB LL � a llt CD z W 2 HOUR FIRE RATED O uj 8 SHAFT WALL ASSEMBLY. SEE WALL LEGEND 2G2 INC` 121'-2- Z � Z o 3RD FLR. INV 25 SIM. Z o ER PER /� A803 V Q RC�C'1ow F12, _a ui PROVIDE FOAM INSUL. VJ t1. 3 E 3rd FLS IN ALL ELEVATOR t W STAIR WALLS AS A • o W 2ND. FLOOR SOUND INSULATOR LOBB G2 2G2 0 aGa U o 0 W Lj 4PUSEKER ING 112'-0' = 000 ICI RO 2ND FLR. O U g aA803 Sim, a�a aG2 8 LL Q ' � 30" DIA, 1Co GAUGE ALUMINIZED STEEL LAUNDRY CHUTE. CHUTE TO HAVE (4) DROP GLG. DRYWALL ATTACHED HAND OPERATED STAINLESS STEEL 'B' XIS DOORS HINGED PER PLANS, N2nd FLOOR NV TO 1/8' HAT CHANNELS 6 1(o' O.G. ON Q+ LA5ELED, 11/2 HOUR 250 DEGREE 0/2' COLD ROLLED CHANNEL s24' O.C. INTAKE DOORS, HORIZONTAL FIRE SLIDING DISCHARGE DOOR. SUSPENDED ON WIRE TIES D DISCHARGE DOOR W/ UL APPROVED DOOR HELD OPENED W/ U.L. .... APPROVED 165 DEGREE CC FUSIBLE LINK. FULL DIAMETER VENT W/ HOUSEK.EEPWS FUSIBLE LINK "B" LABEL W/ $�s" DRYWALL ON "t/8" METAL FURRING LOBBY g�8' DRYWALL ON 1/8" w FLASHING. AUTOMATIC FIRE SPRINKLERS ROOM ST'L ANGLE FRAME ASSEMBLY AT 24'0-C. VERTICAL CORRIDC R METAL FURRING AT �+ ON ALTERNATE FLOORS. ALARM TO BE 14i 24' O.C. VERTICAL LL. ANNUNCIATED AT THE MGRS. OFFICE. 2Cs2 COORDINATE EXACT DOOR OPENING COORDINATE LAUNDRY CHUTE W/SPECS. REQUIREMENTS W/ ELEVATOR SHOP DWG, PIT LADDER BY G.C. COORDINATE J W/ ELEVATOR SHOP DRAWINGS. _ 100'-0' .J L 2G2 LAUNDRY ALUMINUM DOWN SPOUT AND SPLASH SEE STRUCTURAL DRAWINGS FOR II—III-1 •III—° IST FLR. CARL BLOCK SEE SPECIFICATIONS FOUNDATIONS, REINFORCING, FILLED -rte — I DATUM ,°Jr,► CELL LOCATIONS, AND CONTROL JOINTS, ECT. II •' �•/ WATERPROOFING PER SPECIFICATIONS. I- 9Co'-0' F.F. m D let FLOOR 5LABV COORDINATE W/ O . II= ELEVATOR MFR CL FOR R LAUNDRY CHUTE SHALL MEET ALL OF THE PROVISIONS OF SUMP PUMP SIZE AND SEE MECHANICAL DRAWINGS GS OR z SECTION '105.2.4, SBC '94 EDITION. ELEVATOR SECTION Q 2 Ln 7/4" _ �,-�' 0 a LAUNDRY CHUTE SECTION 1/4 = T4* _ wr-OO�w� �o�o-gym c�F-w�N_-vow osteo ��a cn� NwN � ELEVATOR II 2Crt2 p ° a W I 11 Z o o o V Z aA 2Cs o' 01 ZQ��o Z LOBBY �°�W CORRIDOR o � o, o w i' 4 zEgoz 4 wzU_ F� w w 2152 YA2 I m ® ELEVATOR "2 _ 3' -2 1' A403 I UO w p z a n JC14 Z Q �" HOUSEKEEPINCs 2132w ATTIC ACCESS --ROOM IG AT 5tH FLOOR D Z_ J w 2 z `� SHEET N0. TYP. LAUNDRY CHUTE PLAN 4 ELEVATOR PLAN O Z w J Z Li W F- 0 O Z O M Q W J F-- r u) w W m r� L0 vi L� W x 0 Lr) v� 148'-8' FF. OL TOP OF PL. 139'-6' FF. OL 5th FLOOR i30'-4' FF, OL 4th FLOOR 121'-2' F.F. 3rd. FLOOR 112'-0' FF. 2nd. FLOOR Imm'_0• 15t FIN. FL. A S C D E F G H 4Y31-3- EV,11DI ELEVATION LY -0" GENERAL NOTES: 1, GUTTERS SHALL BE PREFINISHED ALUMINUM WITH MINIMUM THICKNESS OF ,032, BEVELED PROFILE, SIZED AS REQ'D (6' MIN) w/ V HIGHER BACK 4 NON -CORROSIVE LEAF SCREEN, DOWNSPOUTS SHALL BE PREFINISHED ALUMINUM w/MINIMUM THICKNE56 OF ,021, SIZED A5 REQ'D. (3'x4' MIN.), COLOR. BONE -WHITE.. 2. DOOR SEE SCHEDULE (SHT. A-103) FOR ADDITIONAL INFORMATION_ 3, WINDOW SEE (SHT, A-702) FOR ADDITIONAL INFORMATION. 4. ALL SLEEPING ROOMS ON THE FIRST AND SECOND STORIES OF GROUP R OCCUPANICIES $HALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 1005.4, SBC, 1994 EDITION. WINDOWS WILL NOT OPEN ON FLOORS 3, 4, AND 5, 5. WINDOW SILLS WILL BE MADE OF SYNTHETIC MARBLE, SEE FINISH LEGEND. OPERABLE WINDOWS TO HAVE $GREENS. ro, ALIGN ROOF GABLE SPRING LINES WHOSE HEIGHTS ARE DETERMINED BY THE 4:12 MAIN ROOF PITCH 4 EAVE LOCATIONS AT BUILDING ENDS. SEE RIGHT 4 LEFT BUILDING ELEVATIONS. -f. PROVIDE 2 - 20 AMP CIRCUITS FOR MONUMENT SIGN SEE CIVIL DRAWINGS FOR SIGNS LOCATION. 8. COORDINATE ALL LOUVERS AND VENTS WITH HVAC DRAWINGS, 9, 3/4' STUCCO ON CONC. BLOCK (1ST FLOOR ONLY ) 10. EIFS WALL SYSTEM ON 5/8' 'DENS GLASS GOLD' EXTERIOR SHEATHING ON 3 5/8' METAL 5TUD5 AT 24' O.C. SEE SPECS. ( FLOORS 2 THRU 5 ). 11. ASPHALT SHINGLES OVER 30 LB. BUILDING: PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES AT 24' O.G. R-30 MIN. BATT INSULATION THROUGHOUT, INSTALL PER SPECS. 12, STANDING SEAM METAL ROOF OVER 30 LB. BUILDING PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES AT 24' O.G. R-30 MIN, BATT INSULATION THROUGHOUT. INSTALL PER SPECS. 13, ARCHITECTURAL LOUVER ON THRU WALL HVAC UNIT. COLOR TO MATCH ADJACENT WALL SURFACE. 14. 12' DIA, DRYER VENTS, TURNED DOWN 45 DEGREES, 15. HORIZONTAL E.I.F.S. BAND WITH I' PROJECTION SEE DETAIL 9/A803. 1(o, CARD READER WITH INTERCOM UNIT AND N.G. SIGNAGE AT ACCE5515LE ENTRY. li_ STUCCO BUILDOUT OVER WINDOW SEE DETAIL -1/A803. 18_ GAS METER LOCATION COORDINATE WITH MECHANICAL PLANS. 19. E.IF55. BUILDOUT AT FLOOR LINE SEE DETAIL 2/A803. 20. E.I.F.S. CONTROL JOINT AT FLOOR LINE SEE DETAIL 5/A803. IV CLEAR 0i FROELEVATION 3/3T' �NT 40" COLOR LEGEND E IFS 'SOGY EXTREME 041TE Z .............. EIFS •41YY VANILLA CREAM :J s• . , _ .. E IFS "20YY TRADITIONAL TAN METAL ROOFING: SAGE GREEN SIR Z ce Z O N U1 o L" o\o Lu m O O Z I I N N o-� W ov Z O Ld 8 • Z a 00 �N Z Q N O co W W • W' � O 0 bi H M 1..r_ _I U 00 W W wo ?� O U wo � Q V) pc W F— D W. V) Z m L...1 ce ale ICL 0 Q N 0 0 a ox --o ,W~ 05;z SO p— m Xn.)c az� w ¢ O j 0~ a Q N W N K _& �aoIi- wo r ) V) vziTzm0-u Z p m =�oQ~owow L=l O r QQzV z -m -'- OW oQIr-,Ow ag8v,aWao Z o4itiC) a zEd�-ZpW w wZ Uxa FU(t n��Ioo J 61 LLJ �u 6► O � m 0 Ll D tLI ale z F`' w J W L.jss V) O SHM N0. R 0.: Q L 4, A-301 0 wz J z Ld 0 0 M Q LA J r H w m r ui cri w w of X rn r 114 C11 1101-10* FF. 06 CLEAR 4 4q 4 4 � 4 4Q4 4 RIGHT SIDE ELEVATION 3/3Y = Y-0" Q d12 12oil AVI CD Of ..,a _"m_004 I 12 .pili■e■��•■■■■■■■■■■■■■■■■■■■■■■�*■■■e■■■!!■■■■■e■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■IN■■■■■■� - ■�ii� ■■ ■■■■.. i■■■■■■/r��/■■■■■■!i■I/-.\e■■■■■■■■■■eII■■■■■■IINJ■■■■/l�■■��■■■■■■■■■■■■!I■■■■■■■■■■■■■■■u■■■■■■■■■■■■■■■■■■■■■■�IV.I�■■■■I �■ 1■rL�■ ■■■■■■■� ■■u■ ■ ■■■■■�i�■■■■■■■!i■■■■■■■14�w�llw■■■■■■■■■■■■■■i��i��0��/■■■!■■■i!■■■■■■■■■/I■■■■■■■■■■■■■■■■■■■■■■■■■■■■N■■■■■A■ACi'iiiw."■■iirs,�� ' �/ ■■■■Dr\■■■■■■■■�!\ ��. ■■■■■■■r■■■■■■■■!:■■■■■■I!■■■■■".\e■■w■■■w■#■■IE,■/��■■■■■■■■■■■■\■■■■■■■�1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i■■■■■11:7BMW _ice■■■■■■1 1■■■■■■■r�■■■■ ■■■■1r...■ .■■■■■■:■■11■■■■■!w/■■■■■■■I■■■■■■■■Ir��■■■■■■■■■■1��1■■■■■■■■■■■■■■■■■:■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■/���■■■■■■ oil ■■ �/ ■Eli ■■■■ �0■■■11■■�:.■ ��. ,,I■d ■■e:\■ f./�_ ■■■■■■■■■■■III■■■■■■A•■e■../ ■■i�■■► ■■■■■■■■■■u■■e■e■■■■■IU:\,1■INwA■■■■■■■■�■■■ `.1M■■■■■■■■■■■■1 ■ Sol owme !��E:iiommmom■Ei■omBEEN■�Aii�'■�a.\■■■■moss■■■■INN■■■■■ ■■■Err ■NINE rm �... ■mmmum�11 1INw■ ■--l1������ _rl�rr�rl�� �.. :w% i lu■ ■■�s�■■ ■■ ■■"ii■r■■ ■■ ■■i■■■■ ■■ ■■■■�sAM ■■ ■■ ■i■■■■ �uiis ■ f_ .......:....:. „„ mow.. �.,�,..... /!/■■■■■■■■■■■��■���i� ill■"1■■■■II..�I■■■I!7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■A■■■\ � �� �� w�rrrrrwr�rrrr r,� � r� �� irnrrrrrrr-��rr ........ ir.._... !SII. �. /r rrr���rrr r.. .r �rr�� rrrrrrrrrr�rrrur�rrrrrrrrrrrrrrrru� ® ® ONIFL111I �®00®a 1 00®®im L • ■_ L J i1 REAR ELEVATION GENERAL NOTES: 1, GUTTERS SHALL BE PREFINISHED ALUMINUM WITH MINIMUM THICKNESS OF .032, BEVELED PROFILE, SIZED AS REQ'D (&' MIN) w/ I' HIGHER BACK A NON -CORROSIVE LEAF SCREEN. DOWNSPOUTS SHALL BE PREFINISHED ALUMINUM w/MINIMUM THICKNESS OF .02T SIZED AS REQ'D: (3"x4' MIN.), COLOR: BONE -WHITE.. 2. DOOR SEE SCHEDULE (SHT. A-103) FOR ADDITIONAL INFORMATION, 3. WINDOW SEE (SHT. A-102) FOR ADDITIONAL INFORMATION. 4, ALL SLEEPING ROOMS ON THE FIRST AND SECOND STORIES OF GROUP R OCCUPANICIES SHALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 1005.4, 5BC, 1994 EDITION, WINDOWS WILL NOT OPEN ON FLOORS 3, 4, AND 5. 5. WINDOW SILLS WILL BE MADE OF SYNTHETIC MARBLE, SEE FINISH LEGEND. OPERABLE WINDOWS TO HAVE SCREENS. ro, ALIGN ROOF GABLE SPRING LINES WH05E HEIGHTS ARE DETERMINED BY THE 4:12 MAIN ROOF PITCH d SAVE LOCATIONS AT BUILDING ENDS. SEE RIGHT 4 LEFT BUILDING ELEVATIONS. -1. PROVIDE 2 - 20 AMP CIRCUITS FOR MONUMENT SIGN SEE CIVIL DRAWINGS FOR 51GN5 LOCATION. 8. COORDINATE ALL LOUVERS AND VENTS WITH HVAC DRAWINGS. 9. 3/4' STUCCO ON CONC. BLOCK (15T FLOOR ONLY ) IGS. EIFS WALL 5Y5TEM ON 5/8' 'DENS GLASS GOLD' EXTERIOR SHEATHING ON 3 5/6' METAL STUDS AT 24' O.G. 5EE SPECS- ( FLOORS 2 THRU 5 ). 11. ASPHALT SHINGLES OVER 30 LB. BUILDING PAPER ON 5/8" EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. R-30 MIN, BATT INSULATION THROUGHOUT. INSTALL PER SPECS - 12. STANDING SEAM METAL ROOF OVER 30 LB- BUILDING PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRU66E5 AT 24' O.G. R-30 MIN. BATT INSULATION THROUGHOUT, INSTALL PER SPECS, 13, ARCHITECTURAL LOUVER ON THRU WALL HVAC UNIT. COLOR TO MATCH ADJACENT WALL SURFACE. 14, 12' DIA. DRYER VENTS, TURNED DOWN 45 DEGREES. 15, HORIZONTAL E.IF.5. BAND WITH I' PROJECTION SEE DETAIL 9/A803, Iro. CARD READER WITH INTERCOM UNIT AND H.G. 51GNAGE AT ACCESSIBLE ENTRY. li_ STUCCO BUILDOUT OVER WINDOW SEE DETAIL 7/A803. 18. GAS METER LOCATION COORDINATE WITH MECHANICAL PLANS. 19_ E.IF.S. BUILDOUT AT FLOOR LINE SEE DETAIL 2/4803. 20. E]F,6- CONTROL JOINT AT FLOOR LINE SEE DETAIL 5/ASm3. 148'-8' FF. TOP OF PL. 139'-6' FF. 130'-44 4th. FLC 112'-0' FF 2nd- FLOOR 100'-0' let FIN. FL. COLOR LEGEND E IF5 030GY EXTREME WHITE EIFS "41YY VANILLA CREAM EIFS TRADITIONAL TAN �;='•; . y:?�•,-.°•.';'�;*f:.020YY METAL ROOFING SAGE GREEN r- -1"11 r 691ahl"I O Z O � U W w 0 � 0 U (L 61 01 6► m m LO01 °' 01 m Z O _ N N C14 04 It 't Y LJ O ~` • V z N 1 � Z o� Z og O w ♦q w VJ zoic Lu W o� _J uj00 �n U �' o Ir CD W CD 3 _ o -0 o-0 O w,::, 00 Q CL Q �' M V • `W 1 Z) U. 0 J 060 � m �rr�111 Cie CL � Z U to 0 a W h 6 K wWOgpi''- 5:Zx 20 p— DD c9oYa�Qz z �Wo oS30 �(no- �a�vwo W�o���Q cXnUzm�c~>�a �W-�� r 2 ZUO jZQW O f 0Z W, := Oa O�FNc7W �r z Qv)Q_oQap F— Q a ow�oz woz tz6C>::)QW W � — w r U ca _ Sri W iAwCU~lni.. rU�3t-�o0 Zoocw W � Cie ON ON O ~ r r� ce z U W F �W g p N SHEET N0. R,!>AO.: Q A-302 i 0 E IFa 030GY EXTREME WHITE z EIF$ "41YY VANILLA CREAM w 020YY TRADITIONAL. TAN J Z L� w J n L0 J w CD r) n w a X Q In 0 rn rn N O d�- O 0 i �Y'nAlt`117.1/ a=Am M=-rA[ I s= =1111 t'1rAl/� 1)—TKANS) I 5EALED X. INSTALL ER$ $F'EC5. COLOR LEGEND E IFa 030GY EXTREME WHITE ..... ... EIF$ "41YY VANILLA CREAM 020YY TRADITIONAL. TAN METAL RO I SAGE _ �w 6s O 0- alO m01 m 6 m m to z i I cLLd n n o v Z w x o Icr – w • a _Z 00'-t N � M Z C1; q -,S- C) I - O o a WLLJs o� ry 000 WLLJ L05 'Q n ® w O 000< _0 U. � I Z ru,." ce oldCL n V L LU ~qSi=_ U �ULU–�W –' N ILUO�W5 Na�0.w�WU. 1rn�gatio �Uzma�N� 0 �• a$ QOQ �c�i,i �o=s z�v�a�ap ��o- aorz (.� pLd z - c'o V'Da F C— n 0 Ld `t�a LLL p� rl Z w pz -4Lb zu '9 Fm di o SHEET N0. RW0.: A-303 V) 0 U V) Q ti 0 rr J 0 V W F- 0 z 0 a J n U_ 1l) n W w X a rn rn 0 0 xll Q I "r w 4'-0" il'-SI 4' -OI 3'-41 4'-2" ma(11�. J1 _ 2 © r ROOMPUMR 109 X11- Ap �1-/J1N 1 �,. �• N 41- RD 1- n _4 MECHANICAL. 100 UFS FD 1Cs =�r STAIR i 2C� Doi] YE aw N 31-`iW 3'-4W N 51-A4 `t7 `Y 2CIA ;t 1 cil L�.J t 2 A a-301 _)MIMIi MECRNMSC. l��o cv T 104 1A 51-4N 1Cx pl- i(N �1-8N WATER HE-'iATERROO _ 1 b- .2 i N lk V-4" an 111 -SA I' -O' 12' -Il' 15'_11 F'-QI 41-Ol 1-04 � 1(01 31 -YJ' 15A AI-/ tl O O 131-7G/' - LAI, 111, .►. .- -. -.... ....0 /� ctl REC SSI;D WALK Ott �, aQ MAT m l DINING N I r RON tt05 M IA1�A m 0 W N i11x1 I pi I I I 1Ca I I . I I 2' 5' I I I I it OKI �V. t i i''IEETIN ROOM PRIEP AREA 11O lk 2 I I 1= P I I I ,d A/C 111 J � 1A 1-44 CORRIDOR 113 N �ROOM I I 1®3 I I \Er GAS FIREPLACE SEE 5FECe. _44 15'-0" 1'-111 3'-1" 1 u I I \\ EDI I STOR. fi I I ® 122 1 i Q I I / CA 121 / T - I . ELLUI It BUSINESS <v � CIENTER ro'-O" 1 A _ 1 1 ° ENTRY VEST. R!~GESS�D � 2 - I o [loll WALK Ott MAT F-777114 14' 44 ct1 14 fi J. SAS REVIEWED CITY OF SANFORD 16'-4' 1 1 I 12'-4' 31-4n 51-4, I 9 1 �� 8'-4' __ 3'-4" 3'-4" 3'-4" 4' -O' r, ;Y ENLARGED PARTIAL LOBBY 1 Dl�ENI10N PLANlie t`a I L-------- - __ L_ _—__._---_..._-. _J - --- -- _ —J CLO. _ 112 � _ - _..--�._.__._---•.--�-_ _ N.C. HOUSE aJ PLANTER - _ - - _ _ - - _ _ - - _ - PHONE PWONE .. <m>J l �J cn 41-14 m -ANTER - 4° 2 -8W LTJ A O 3' 1 1 5 15 --.—__—_._-------- j k 11� NI! - - — — — — N FRONT DK DESK Iv 119 IA - \ - ROOM; ( I I )-Ot3BY �ROOM I I 1®3 I I \Er GAS FIREPLACE SEE 5FECe. _44 15'-0" 1'-111 3'-1" 1 u I I \\ EDI I STOR. fi I I ® 122 1 i Q I I / CA 121 / T - I . ELLUI It BUSINESS <v � CIENTER ro'-O" 1 A _ 1 1 ° ENTRY VEST. R!~GESS�D � 2 - I o [loll WALK Ott MAT F-777114 14' 44 ct1 14 fi J. SAS REVIEWED CITY OF SANFORD 16'-4' 1 1 I 12'-4' 31-4n 51-4, I 9 1 �� 8'-4' __ 3'-4" 3'-4" 3'-4" 4' -O' r, ;Y ENLARGED PARTIAL LOBBY 1 Dl�ENI10N PLANlie t`a CJ O I II 0 I n ENLARGED PARTIAL LOBBY �VY4 �M�TUR�EP�LAN�.. PE 0 v L V r7 Q C� �w Y f . U uU>� V 0 O Lu o V C O V m m 0 z M O d Q w . Z » V) • � ¢�¢ M LD r-, N CNV bi h •+ UJI r, ryx �a dci N to _ t� I O I II 0 I n ENLARGED PARTIAL LOBBY �VY4 �M�TUR�EP�LAN�.. PE 0 v RE -100 CLOCK WINDOW w a H.YAC.o o 5 z� Z 300 VINYL WALL COYER 0 & �' w LOBBY INTERIOR FURNISHINGS W -j air@wI--EL. BAST ROOM OFFICE � � 0 lnxF=ro�=f- X-003 FLOOR PADDING BR -502 ART WO X-003 FLOOR PADDING p2 we ww X-600 COLOR T.V. BR -503 ART WORK CC -106 FLOOR CARPET z « q CC -101 FLOOR CARPET BR -504 ART U10 OA- I00 BLINDS z a 8 l a d a 5R-101 SHEERS BR -505 ART WO 6 w R BR -105 VALANCE BR -801 FL_ PLANT OA -200 FILE CABINET �r �`` o -f —loo OA -201 DESK CHAIR `` 101- z 5R-200 TABLE o Z� 6 o 6 o a BR -201 TABLE COORDINATE ALL OA -202 DESK z `E a-. a - o a w ARTWORK WITH OA -203 GUEST CHAIR � w z C� F a U °= k k3R-203 CHAIR OA -500 LOGO SIGN �o. R no BR -500 ART WORK. MARRIOTT OA -100 cLoCK�, (PBR-50.1 ART UJC7RK � � L055Y POOL 1j o m X-003 FLOOR PADDING • CC -101 FLOOR CARPET RO-200 DECK CHAIR w LM -101 SHEERS RO-201 DECK TABLE '- LM -200 LOBBY CHAIR Q Cl �` k LM -201 LOBBY SOFA RO-202 DECK LOUNGE CHAIR RO-203 DECK END TABLE0 LM -202 LOB5Y END TABLE z U LM -203 COFFEE TABLE RO-•802 FLOOR PLANT 1-11-205 CHE5T U1/ FINISHED BACK LM -201 OPTIONAL CORNER TV ARMOIRE Lit WRY / $f;?.E,AIK PmM LM -300 TABLE LAMP Z ED -200 CHAIR Q LM -301 TABLE LAMP f ^ - LM -700 CLOCK ED -202 TABLEA- LM-5010 ,ART WORK ED -500 ART UJORK LM -501 ART WOW p>�V'E� LM -502 SPRINGHILL SUITE$ BRAS LOGO LM -503 FLORAL COWIDOR SHEET Na. Rte. No.: Q ll SANF®I LM -WO EXTERIOR ASH/ TRAY X-003 fl PADDINGLM-501 FLOOR PLANT (i2'N) PG-I05nLM-502 FLOOR PLANT (36"H1GC-I>�R CARPI=T +rL LM -503 FLORAL A02 �s Q �w U w � uU>� O Lu o V C m m d I, Z » V) • � ¢�¢ M LD I I N CNV h •+ UJI I r N to _ t� I Z b O w Z d✓ A Z � O O fy C) n W p O 0— Cie Lu 0 EXERCISE ROOM u" EQUIPMENT � ITEM 0 DE&C"RIPTION j RE -610 LIFE 6TEP ^• RE -608 LIFE CYCLE RE -611 TREAD MILL MIRROR RE -600 20' T.Y. (WALL MOUNTED) RE -602 WALL MOUNT PHONE WATER COOLER L� TOWEL RACK 7— BASKET BASKET DOOR/ WITH LA55 RE -100 CLOCK WINDOW w a H.YAC.o o 5 z� Z 300 VINYL WALL COYER 0 & �' w LOBBY INTERIOR FURNISHINGS W -j air@wI--EL. BAST ROOM OFFICE � � 0 lnxF=ro�=f- X-003 FLOOR PADDING BR -502 ART WO X-003 FLOOR PADDING p2 we ww X-600 COLOR T.V. BR -503 ART WORK CC -106 FLOOR CARPET z « q CC -101 FLOOR CARPET BR -504 ART U10 OA- I00 BLINDS z a 8 l a d a 5R-101 SHEERS BR -505 ART WO 6 w R BR -105 VALANCE BR -801 FL_ PLANT OA -200 FILE CABINET �r �`` o -f —loo OA -201 DESK CHAIR `` 101- z 5R-200 TABLE o Z� 6 o 6 o a BR -201 TABLE COORDINATE ALL OA -202 DESK z `E a-. a - o a w ARTWORK WITH OA -203 GUEST CHAIR � w z C� F a U °= k k3R-203 CHAIR OA -500 LOGO SIGN �o. R no BR -500 ART WORK. MARRIOTT OA -100 cLoCK�, (PBR-50.1 ART UJC7RK � � L055Y POOL 1j o m X-003 FLOOR PADDING • CC -101 FLOOR CARPET RO-200 DECK CHAIR w LM -101 SHEERS RO-201 DECK TABLE '- LM -200 LOBBY CHAIR Q Cl �` k LM -201 LOBBY SOFA RO-202 DECK LOUNGE CHAIR RO-203 DECK END TABLE0 LM -202 LOB5Y END TABLE z U LM -203 COFFEE TABLE RO-•802 FLOOR PLANT 1-11-205 CHE5T U1/ FINISHED BACK LM -201 OPTIONAL CORNER TV ARMOIRE Lit WRY / $f;?.E,AIK PmM LM -300 TABLE LAMP Z ED -200 CHAIR Q LM -301 TABLE LAMP f ^ - LM -700 CLOCK ED -202 TABLEA- LM-5010 ,ART WORK ED -500 ART UJORK LM -501 ART WOW p>�V'E� LM -502 SPRINGHILL SUITE$ BRAS LOGO LM -503 FLORAL COWIDOR SHEET Na. Rte. No.: Q ll SANF®I LM -WO EXTERIOR ASH/ TRAY X-003 fl PADDINGLM-501 FLOOR PLANT (i2'N) PG-I05nLM-502 FLOOR PLANT (36"H1GC-I>�R CARPI=T +rL LM -503 FLORAL A02 �s ENLARGED PARTIAL LOBBY ,DIhMjENlI,0 , N PLAN - Ur =,r-(r- $Erz WEET A-101 FOR GENERAL NOTES, UNIT TYPF-!5r-Wr=DULr= AND r WALL / PARTITION 5CPEDULE TYPICAL. ALL I " 6EE 5WEET A-101, A-102, AND A -w3 FOR Room, wiNDow 4 DOOR = 5 I= =r r e SCWEDULES TYPICAL. 7 Lc-� e CH)U I r PU NS REVIEW dTV, Of SAINPORD Z ul 0 tu O tu � (p ol (P A Z V) Lo to 2 00 CL: 0 f. C,4 z z z 0 F4n L wcr- C) fy t,w F— 0 a: F, 00 0 X W 0 LLJ 0 r (D00 010 Ix CL < 0 it U. D 0 z O cL WT In WY—OdZ WC cr Oy(L-- -W-. o LLJ 8 g In cY a u0. EDOW6 8 � p 7 6 P E) cr- (ly -ij I , o 1 0 z < Q w(L (L u t=Tfi z W 1q R >- z oz z �E 0 �6i W Z cn 0 i -IS CL (P Z Lzi 0 ompow 0, LLJ �� z 0 SHEET No. REV. NO.: A A,203 V) Q V) X Z 0 04 ri L0 U- 00 rn cV O O FII O Lf) , ENLARGED PARTIAL LOBBY ,DIhMjENlI,0 , N PLAN - Ur =,r-(r- $Erz WEET A-101 FOR GENERAL NOTES, UNIT TYPF-!5r-Wr=DULr= AND r WALL / PARTITION 5CPEDULE TYPICAL. ALL I " 6EE 5WEET A-101, A-102, AND A -w3 FOR Room, wiNDow 4 DOOR = 5 I= =r r e SCWEDULES TYPICAL. 7 Lc-� e CH)U I r PU NS REVIEW dTV, Of SAINPORD Z ul 0 tu O tu � (p ol (P A Z V) Lo to 2 00 CL: 0 f. C,4 z z z 0 F4n L wcr- C) fy t,w F— 0 a: F, 00 0 X W 0 LLJ 0 r (D00 010 Ix CL < 0 it U. D 0 z O cL WT In WY—OdZ WC cr Oy(L-- -W-. o LLJ 8 g In cY a u0. EDOW6 8 � p 7 6 P E) cr- (ly -ij I , o 1 0 z < Q w(L (L u t=Tfi z W 1q R >- z oz z �E 0 �6i W Z cn 0 i -IS CL (P Z Lzi 0 ompow 0, LLJ �� z 0 SHEET No. REV. NO.: A A,203 ENLARGED PARTIAL GROUND i1 1!FLO�OR�IURNITURE PLAN � � 4' =1-0 O � z � O � ul o m 0 01 m z V) CL: LLI .-.... NCV - fi d- O 0 �y z J U Y z �� M N z 4 NV g O W I V) UJ• O o I w cr 0000 b �a o � Wo IL Lij Cie 0 CL. o U�r 0. w Com\ �OY4"N�LZ�w- a��0 �v4ia o USSp I= (n 4 F cl'�CC - i/r�lYas a: Z W LLJ oW QQU�❑0.O. i W 4 U Z o~t-raov=ionW-- � � w�`o("�� � �va�F-xoo LLJ W. uCie 14) 0 o Wo SHEET NO REV N4.: A,204 EXERCISE ROOM EQUIPMENT ITEM * DESCRIPTION ESCRIPTIONRE-610 RE - (o 10 - LIFE STEP RE -608 LIFE CYCLE RE4o11 TREAD MIL MIRROR RE -600 20' T.Y. (WALL MONTED) RE -602 WALL MOUNT PHONE WATER COOLER TOUEL RACK BASKET OUNimb CITY OF SANF®RD DOOR/ WITH GLA55 106 CCARPET RE -100 CLOCK WINDOW H.YA,C. 300 VINYL WALL COYER LOBBY LNTERIUR .FURNISHINGS , 5SEAlqAST FWOM Gq+lcE X-003 X-600 CC -101 BR-101 BR -105 BR -200 BR -201 BR -203 5R-500 5R=501 FLOOR PADDING COLOR T.Y. FLOOR CARPET SNEERS VALANCE TABLE TABLE CHAIR ART WORKMARRIOTT ART WORK 5R-502 BR -503 BR -504 BR -505 BR -801 ART WORl< ARTWORK ART WO ART FL. PLANT X-003 CC -10(o OA -100 OA -200 OA -201 OA -202 OA -203 OA -500 OA -700 FLOOR PADDING FLOOR CARPET BLINDS �-.- FILA CABINET PE6FILE C CHAIR [)EvK GUE5T CHAIR LOGO 51GN CLOCK COORDINATE ALL ARTWORK WITH L0155Y POOL X-003 FLOOR PADDING CC -101 LM -101 LM -200 LM -201 LM -202 LM -203 FLOOR CARPET 5HEER5 1-0155Y CHAIR L055Y 5OFA LOBBY END TABLE COFFEE TAE3LE RO-200 RO-201. R0-202 RO-203 RO-802 DECK CHAIR DECK TABLE DECK LOUNGE CHAIR DECK END TABLE FLOOR PLANT LM -205 CHEST W1 FINISHED BACK LALMRY / 55.E t K ROOM LM -201 OPTIONAL CORNER TV ARMOIRE LM -30x0 TABLE LAMP ED -200 ED -202 ED -500 CHAIR TABLE ART WORKLM-501 LM -301 LM -100 LM -500 TABLE LAMP CLOCK ART WORK ART WORK LM -502 LM -503 SPRINGHILL SUITES BRASS LOGO FLORAL CORIUQR LM -800 ASH/ TRAY LM -WOE LM -801 LM -802 LM -803 EXTERIOR ASN/ TRAY FLOOR PLANT (12'H) FLOOR PLANT (3(o'H) FLORAL X_003 PG -105 CC -105 FLOOR FK4DDING CC ARPET BDND�t� O � z � O � ul o m 0 01 m z V) CL: LLI .-.... 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FLOOR 2CORRIDOR REFLECTED CEILING I j We = T -V <I 1. T - --------------- IIII------ ...... T' Ll — - — - — - Liz . . . . ... . . . CEILING FINISH LEGEND FXP05EP STRUCTURE KNOCKPOUJN FIN15H ............. ON STRUCTURAL 5LA5 (UNLE$5 NOTED OTHERWISE) KNOCKDOWN FIN15H PENPED GYP5UM 50ARF-) CEILINGt E -IF -5. CEILING z o z O tu (P (P Z O N CV et W LA- [- z Z co a_ w 10 w 1� _j LLJpp Po C) ca _j W w 0 T C� 0 041 NG 00 of CL LLJ 0 I -- LL. V) z 0 LL. fy cl- 01Y, 0 aC CL z uj or:' UJ 0 L Q 0 cLin U -i uz ly- < T:E Z LLJ W y 39: z '-Z 'Q'- P iu z 1Z. cm KG:LLizzo�tv Zo <�Q" Lo 0 2 L.Li 00 CL U 01 t - Loo U LLJ Zw� SHEET NO. REV. NO.; QTY OF SANFORO Am206 1 DIMENSION PLAN 'U4" ®1'-0� 5 GUEST 1/4"m1'V $ GUEST R 10i'-8' eEILiNG 11�BATHRI I I S )I I I � I I I I I I I I I I I I I I I I I II 1 II Q I i i I I I. i L_ �L IL - - - - - - - - - SEE FLOOR PLAN FOR THI5 CONDITION 105,-88" `r CEILING 108'-8' 107'-S' CEILING 1'f 6 r• 2 FURNITUREP LAN 1/4" = 1'-0' 6 GUESTROOM ELEVATIO 1/4 - le 9 GUEST RO 112 BATHR( ` /4" =1'-4r 1J' • Il ® i . . . . . . . . . . . u - I I $ GUEST R 10i'-8' eEILiNG 11�BATHRI I I S )I I I � I I I I I I I I I I I I I I I I I II 1 II Q I i i I I I. i L_ �L IL - - - - - - - - - SEE FLOOR PLAN FOR THI5 CONDITION 105,-88" `r CEILING 108'-8' 107'-S' CEILING 1'f 6 r• 2 FURNITUREP LAN 1/4" = 1'-0' 6 GUESTROOM ELEVATIO 1/4 - le 9 GUEST RO 112 BATHR( ` /4" =1'-4r -3 REFLECTED CEILI 4" a ire CEILING I o'erm r. GUEST ROOM ELEVATION �0 GUEST ROOM E 1/4"=1'v ,TIONS 13 BATHRI 1/4' = Y-0' A N 14 3ATHRt 1/4" = TO' OL 1011-8' CEILING CiTh- - - r ELE F RICAL `PLAN GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER 50LID ATTACHMENT MATERIAL BEHIND GYP6UM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 3DO L55. EXERTED AT ANY POINT IN ANY DIRECTION. 3. SYMBOL QINDICATES TOILET ACCESSORIES SEE THI5 5HEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND H.C. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH, 5. NOT USED. (o. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. i. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND SHALL HAVE GLOSS FINISH. $. ALL CORNER GUARDS 4 Q ARE TO BE FULL HEIGHT AND 51=CURED 01TH MASTIC. 9, ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY. 10. ONE PIECE SYNTHETIC MARBLE ( 5'-0" LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT Pl=RMITTED, TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. 11. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE IS NOT AN APPROVED SUPPLIER, 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. aoo-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE551BLE UNITS WHICH WILL USE MODEL 806-24, 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR, 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A101I FOR ROOM FINISHES TYPICAL. 11. SEE SHEET A-102 FOR WINDOW TYPES. 18. SEE SHEET A-104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 15. DROP CEILINGS ARE AS FOLLOW5 : I/2' DRYWALL ATTACHED TO 1/8' HAT CHANNELS a fro' O.G. ON 1 1/2" COLD ROLLED CHANNELS Q 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB, 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21, ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION I� 15' POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BR455 MFG. CO., MODEL *1418 2� 24' TowEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CO., MODEL 014588 30 RECE55 VANITY TISSUE BOX BY FRANKLIN 5RA55 MFG. CO., MODEL *919 ® DOUBLE ROBE HOOK BY FRANKLIN B1RA55 MFG. CO., MODEL *1402 Q 3ro' GRAB BAR BY FRANKLIN BRASS MFG, CO,, MODEL *5632 © 42" GRAB BAR BY FRANKLIN BRA65 MFG. CO., MODEL *5642 Q HORIZONTAL SHOWER BAR 16" X 31" BY FRANKLIN 5RA55 MFG, CO., MODEL 05600 ® STAINLESS STEEL SHOWER ROD BY FRANKLIN 5RA55 MFG, CO,, MODEL "162 Q RECESS EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG. CO,, MODEL *9l0 FOLDING SHOWER SEAT BY MCKINNEY, MODEL 0214PL 11 PLATE GLASS MIRROR w/ S/S MOUNTING CHANNELS TOP 4 BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 Q RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL *SDR ® 24' VERTICAL GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL *5624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES ® 45" GRAB BAR BY FRANKLIN BRASS MFG. Co., MODEL *5645 Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW, SIZE 3'-0' WIDE x 2'-8" HIGH MOUNTED AT 6'-8' A.FF, ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL Dws. ® DECORATIVE FYPON COLUMN A5 SHOWN. 1J' • Il ® i . . . . . . . . . . . . . . . . . . . _ . .. .�..,...... . -7 't'YP.Y i . . . . . `, i . I . . . 7-77-7_ . . . . . ® ICy O In In 4. ' . . . . 3 • ------ ...... ---------------- Jcv Q ------------- ......... �a Z3 TVP. .:,�r� .._�._.... ' .____..-- - , L_'... • . � . � . • . �'i FACIAL <v REGE$$ED TOILET T155UE GLO$ET SOAP TISSUE D15PEN$ER H.G. TOIUEL MUEL BAR 5HELF $HOWER EXHAUST {. 015H D15PEN5ER (REGE58ED) GRAB BAR BAR 4 5HELF * ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD 5LOCKING FOR ALL WALL MOUNTED ITEMS. i It o... . . . . :,�` • �\. f : ti's Fm: . ; % �}/; . . � 'l� -3 REFLECTED CEILI 4" a ire CEILING I o'erm r. GUEST ROOM ELEVATION �0 GUEST ROOM E 1/4"=1'v ,TIONS 13 BATHRI 1/4' = Y-0' A N 14 3ATHRt 1/4" = TO' OL 1011-8' CEILING CiTh- - - r ELE F RICAL `PLAN GENERAL NOTES 1, PROVIDE WOOD BLOCKING OR OTHER 50LID ATTACHMENT MATERIAL BEHIND GYP6UM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2. GRAB BARS MUST BE ABLE TO RESIST A PULL FORCE OF 3DO L55. EXERTED AT ANY POINT IN ANY DIRECTION. 3. SYMBOL QINDICATES TOILET ACCESSORIES SEE THI5 5HEET FOR ACCESSORIES SCHEDULE. 4. MIRROR ABOVE VANITY AND H.C. SINKS SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE BACK SPLASH, 5. NOT USED. (o. CLOTHES RACK ASSEMBLY TO BE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. i. CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND SHALL HAVE GLOSS FINISH. $. ALL CORNER GUARDS 4 Q ARE TO BE FULL HEIGHT AND 51=CURED 01TH MASTIC. 9, ALL ELEC. OUTLETS ARE TO BE PREFINISHED IVORY. 10. ONE PIECE SYNTHETIC MARBLE ( 5'-0" LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TUBS. TWO PIECES WITH JOINT ON THE WALL ARE NOT Pl=RMITTED, TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. 11. ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE IS NOT AN APPROVED SUPPLIER, 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLASTS. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS. BEVERLY COAT RACK MODEL NO. aoo-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCE551BLE UNITS WHICH WILL USE MODEL 806-24, 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE SILLS AT INTERIOR, 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. 16. SEE SHEET A101I FOR ROOM FINISHES TYPICAL. 11. SEE SHEET A-102 FOR WINDOW TYPES. 18. SEE SHEET A-104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHICS SHEETS GR -1 AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 15. DROP CEILINGS ARE AS FOLLOW5 : I/2' DRYWALL ATTACHED TO 1/8' HAT CHANNELS a fro' O.G. ON 1 1/2" COLD ROLLED CHANNELS Q 24' O.C. SUSPENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB, 20, PROVIDE A 1 HOUR FIRE RATED CEILING ASSEMBLY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION, 21, ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED. 22. PROVIDE DRAPERY VALENCE PER MARRIOTT SPECS. ACCESSORIES SCHEDULE NO, DESCRIPTION I� 15' POLISHED STAINLESS STEEL TOWEL BAR SET BY FRANKLIN BR455 MFG. CO., MODEL *1418 2� 24' TowEL SHELF WITH BAR, SUPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CO., MODEL 014588 30 RECE55 VANITY TISSUE BOX BY FRANKLIN 5RA55 MFG. CO., MODEL *919 ® DOUBLE ROBE HOOK BY FRANKLIN B1RA55 MFG. CO., MODEL *1402 Q 3ro' GRAB BAR BY FRANKLIN BRASS MFG, CO,, MODEL *5632 © 42" GRAB BAR BY FRANKLIN BRA65 MFG. CO., MODEL *5642 Q HORIZONTAL SHOWER BAR 16" X 31" BY FRANKLIN 5RA55 MFG, CO., MODEL 05600 ® STAINLESS STEEL SHOWER ROD BY FRANKLIN 5RA55 MFG, CO,, MODEL "162 Q RECESS EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG. CO,, MODEL *9l0 FOLDING SHOWER SEAT BY MCKINNEY, MODEL 0214PL 11 PLATE GLASS MIRROR w/ S/S MOUNTING CHANNELS TOP 4 BOT. ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 Q RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL *SDR ® 24' VERTICAL GRAB BAR BY FRANKLIN BRASS MFG, CO., MODEL *5624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES ® 45" GRAB BAR BY FRANKLIN BRASS MFG. Co., MODEL *5645 Q FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW, SIZE 3'-0' WIDE x 2'-8" HIGH MOUNTED AT 6'-8' A.FF, ® CEILING FAN PER MARRIOTT SPECIFICATIONS. SEE ELECTRICAL Dws. ® DECORATIVE FYPON COLUMN A5 SHOWN. 15lMOUNTING HEIGHT ELEVATIO 3/8' = Y-0' PIANS REVIEWED CITY OF SAtdFORD til 55 i I, 0 N F_ r � Z o� O � � O q o In I I o 0 o ~8 w ou z N z ¢" o� o03 r+rr� o W cr)o W �J o0 Ls1 w� o� J b w = ca a ra o 0C)o (LV) Cie Q �� W i V) LL. z U �✓ J w a' a pwo�~cw0.q _ - r�-�o>zw� ao�n—�m ,5CL E _o zWa °'~o �cawo WV)ooQF a A� :,:-6w Q_ . -�N4 �! I �/ tnzFgr v�r=r o w = V, mel �~�J``~ i9ko—wagz o z o V) o_.. a L0w0.�"z41V _ wzc�_ r- qw_ q¢�� V Fz tX 3 t- ::EEO Cl q F— Zz 0 ® I Q z u w 0 wZ SHEET N0. REV. NO.: Q A72-071 ® 15 ® ICy O In In Jcv Q ca �a Z3 4 FACIAL <v REGE$$ED TOILET T155UE GLO$ET SOAP TISSUE D15PEN$ER H.G. TOIUEL MUEL BAR 5HELF $HOWER EXHAUST 015H D15PEN5ER (REGE58ED) GRAB BAR BAR 4 5HELF * ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED WOOD 5LOCKING FOR ALL WALL MOUNTED ITEMS. 15lMOUNTING HEIGHT ELEVATIO 3/8' = Y-0' PIANS REVIEWED CITY OF SAtdFORD til 55 i I, 0 N F_ r � Z o� O � � O q o In I I o 0 o ~8 w ou z N z ¢" o� o03 r+rr� o W cr)o W �J o0 Ls1 w� o� J b w = ca a ra o 0C)o (LV) Cie Q �� W i V) LL. z U �✓ J w a' a pwo�~cw0.q _ - r�-�o>zw� ao�n—�m ,5CL E _o zWa °'~o �cawo WV)ooQF a A� :,:-6w Q_ . -�N4 �! I �/ tnzFgr v�r=r o w = V, mel �~�J``~ i9ko—wagz o z o V) o_.. a L0w0.�"z41V _ wzc�_ r- qw_ q¢�� V Fz tX 3 t- ::EEO Cl q F— Zz 0 ® I Q z u w 0 wZ SHEET N0. REV. NO.: Q A72-071 I -- X 0 11 I I I I li i i N 1 I ui i I °j I ii i i 5EE FLOOR PLAN _- -_ FOR THIS CONDITION �DIME�NSION PLAN 5j GUEST va- = r-01" m FURNITURE PLAN 1/4" = T-0" II t t .:,` . . . . . . . . . . . . . ------------ u t . . . . . . . . . .f.:. ------ ----- --- ------ - - ------------ ............ .............. t . . . TYP.. . ` ........ .... Tl'P -. µ ............ .. 1�..` REFLECTED 3�/4-o FYI i'e �EE�FiR�1�AL�FPLAN (6) %Jura' " �) ve = -ro 8 Te OL 1 i' -al GE IL INC 11 Dn I, F-1 1%1 1/4"= 1'-0" 0'-®" 4TUM ELEVATIONSMMI 12I1/4� 1.0 9 GUEST V 4? IC = T-00 1r0r0'-®° DATUM 07 -� 0 CU EST R 1/e_1'0 ,TIONS�3 BATHRI va• = ro P4 1/4" -_ T-0' �41 BATHROOM f ELEVATIC 1i'_y Y G1;11-ING r� I GENERAL NOTES 1, PROVIDE WOOD BI-.00KING OR OTHER 501 -ID ATTACHMENT MATERIAL BEHIND GYPSUM BOARD FOR ATTACHMENT OF ALL FIXTURES, FITTINGS, AND ACCESS. 2, GRAB BARS MUST BE ABLE TO RE515T A PULL FORCE OF 350 1-85. EXERTED AT ANY POINT IN ANY DIRECTION. 3. SYMBOL OINDICATFS TOILET ACCESSORIES SEE TH16 SHEET FOR ACCESSORIES SCHEDULE. 4, MIRROR ABOVE VANITY AND N.G. 51NK5 SHALL BE SUPPORTED WITH A CONT. CHROME FULL WIDTH J -CHANNEL FASTENED TO WALL ABOVE 13ACK SPLASH. 5. NOT USED. ro. CLOTHES RACK A55EMBLY TO RE BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES. -1, CULTURED MARBLE VANITY TOP TO HAVE MATTE FINISH. TUB SURROUND SHALL HAVE GLOSS FINISH. a. ALI- cORWR GUARDS Q 4 (ED ARE TO BE FULL HEIGHT AND SECURED WITH MASTIC. ' 9, ALL ELEC. OUTLETS ARE TO 15E PREFINISHED IVORY, 10. ONE PIECE SYNTHETIC MARBLE ( 5'-0" LENGTH ) TUB SURROUND IN ALL GUEST ROOMS WITH TU55. TWO PIECES WITH JOINT ON THE WALL ARE NOT PERMITTED. TUB SURR. MUST HAVE A FLAME SPREAD OF 25 OR LESS. 11, ALL TOILETS MUST BE POWER FLUSH WATER CLOSETS. UNIVERSAL RUNDLE 15 NOT AN APPROVED SUPPLIER. 12. ALL FLUORESCENT LIGHT FIXTURES TO HAVE ELECTRONIC NOT MAGNETIC BALLA$T$. 13, FINISH OF BEVERLY COAT RACK TO MATCH CASE GOODS, BEVERLY COAT RACK MODEL NO, a06-30 TYPICAL ALL UNITS EXCEPT HANDICAP ACCESSIBLE UNITS WHICH WILL USE MODEL 80ro-24. 14 ALL WINDOWS TO HAVE BUG SCREENS AND CULTURED MARBLE 511_1-5 AT INTERIOR. 15. COORDINATE LOCATIONS OF ELECTRICAL RECEPTACLES WITH ELECTRICAL DRAWINGS. Iro. SEE SHEET A7101 FOR ROOM FIN15HE5 TYPICAL. 1-1. SEE SHEET A102 FOR WINDOW TYPES. 18, SEE SHEET A104 FOR DOOR SCHEDULE. COORDINATE WITH GRAPHIC5 5HEET$ GR -I AND GR -2. COORDINATE DOOR HARDWARE WITH SPECIFICATIONS. 19-DROP CEILINGS ARE AS FOLLOWS - 1/2" DRYWALL ATTACHED TO -I/a" HAT CHANNELS Q Iro" O.C. ON 1 1/2' COLD ROLLED CHANNELS a 24" O.C. 5U5PENDED ON WIRE TIES ATTACHED TO THE UNDERSIDE OF THE SLAB. 20 PROVIDE A 1 HOUR FIRE RATED CEILING AS6EM5LY RC -2601 AT THE 5TH FLOOR ONLY. SEE SHEET A-801 FOR A DETAILED DESCRIPTION. 21. ALL EXPOSED CEILINGS ARE TO BE GROUND DOWN SMOOTH PRIOR TO THE KNOCK DOWN FINISH BEING APPLIED, 22. PROVIDE DRAPERY VALENCE PER MARRIOTT 5PEC5. ACCESSORIES SCHEDULE NO. DESCRIPTION Q IS' POL16HED 6TAINLES5 STEEL TOWEL BAR SET BY FRANKLIN BRA55 MFG. CO„ MODEL "1418 24" TOWEL SHELF WITH BAR, 5UPPORT BRACES AND PLATES BY FRANKLIN BRASS MFG. CO., MODEL 014588 30 RECE65 VANITY T16SUE BOX BY FRANKLIN BRASS MFG. CO., MODEL "919 4D DOUBLE ROBE HOOK BY FRANKLIN BRASS MFG. CO., MODEL 01402 ® 36' GRAB BAR BY FRANKL IN 5RA55 MFG, CO,, MODEL "5632 ® 42" GRAB BAR BY FRANKLIN F3RA55 MFG, CO,, MODEL "✓642 Q HORIZONTAL SHOWER BAR 16' X 31" BY FRANKLIN BRASS MFG, CO„ MODEL 05600 ® 5TAINLE55 STEEL SHOWER ROD BY FRANKLIN 5RA55 MFG. CO,, MODEL "162 ® RECE55 EXTRA ROLL PAPER HOLDER BY FRANKLIN BRASS MFG, CO,, MODEL "910. Q FOLDING SHOWER SEAT 5Y MCKINNEY, MODEL 0214PL II PLATE GLASS MIRROR w/ 5/5 MOUNTING CHANNELS TOP 4 BOT, ® BATH TUB SEAT WITH FOLD -UP FEATURE BY HEWI, MODEL 033.4023 13 RECESSED SOAP DISH BY INMPERIAL MARBLE CORPORATION, MODEL +'SDR ® 24" VERTICAL GRAB BAR BY FRANKLIN 5RA65 ,MFG, CO., MODEL 05624 ® CLOSET RACK ASSEMBLY BY TUBULAR ENGINEERING AND SALES, F -C COMMANDER SERIES I6 48' GRAB BAR BY FRANKLIN 5RA55 MFG, co, MODEL 15648 17 FRAMED MIRROR WITH WOOD APPLIED MULLIONS TO SIMULATE A WINDOW. 61ZE 3'-O" WIDE x 2'-•0' HIGH MOUNTED AT 6'-a' A.F.F. Ia CEILING FAN PER MARRIOTT SPEcIF1cATION5. SEE ELECTRICAL DWGS. 19 DECORATIVE FYPON COLUMN A5 SHOWN. p 5 1VIt,JV IN 31W = TO � I— � � lu 0 Ul N 0 � 0 01 �n m ry — I t 1� � fi t 04W W 0CrF W • t 7 N L N a p� z 0. U W t/ r� n L Z WQo w' _j v Lu Q M w F __j w 16A v w Q CL CL ' wrwOpZT� �QYa=4N� r � Z C7 u, 0 M 6 6 W U 0. zovoid FM Ce. .Q(.l.p o��r�wr CLM r O zw I--0 � 1 C] 0 Q rU�Y3F <9 200 `..� ``< � w Z w 111 w o x �C SHEET N0, REV. NO.: A-208 C3 tI0 14 � O � gym, E3® O _•^^ N! .^ � U! wU r+ CIA FACIAL iv RECE°&5ED TOILET, TI66UE CLOSET °$OAP T155UE DISPENSER H.C. TOWEL TOWEL BAR SHELF 6HOWER EXHAUST DISH DISPENSER (RECE55ED) CaRAB BAR BAR d 6HELF ROD ROD LOUVER PROVIDE FIRE RETARDANT TREATED wooD BLOCKING FOR ALL WALL MOUNTIm ITEMS. 5 1VIt,JV IN 31W = TO � I— � � lu 0 Ul N 0 � 0 01 �n m ry — I t 1� � fi t 04W W 0CrF W • t 7 N L N a p� z 0. U W t/ r� n L Z WQo w' _j v Lu Q M w F __j w 16A v w Q CL CL ' wrwOpZT� �QYa=4N� r � Z C7 u, 0 M 6 6 W U 0. zovoid FM Ce. .Q(.l.p o��r�wr CLM r O zw I--0 � 1 C] 0 Q rU�Y3F <9 200 `..� ``< � w Z w 111 w o x �C SHEET N0, REV. NO.: A-208 system No. CAJ 1020 (Formerly System No, 145) F Rating » ' on Siwe Item 3) T Rsttnp r (See Item 3) L Rating at Ambient -Lows than 1 CFM/sq ft L Rating at 400 F -Less than 1 CFM/sq ft Syst CAJ 1 2 T satins r ee Item 2) SIECT0 &A_ 1. floor or Wall Assembly -MM 4.1/2 in. thick reinforced normal weight 1150 poll concrete. Well may also be constructed of any UL Ch"flod Corvaivi Me Blacke". Max diameter of open - Ing Is 6 in, See Concrete Black* MAZT) category in the Fire Resistance Directory for names of menu - f acturors. 2- Through-Ponotrent-Ono metallic pipe, conduit or tubing Installed either concentrically or so - centrically within the firestop system. The annular space shall be. min 0 In. to max 1.1/2 In. Pips, conduit or tubing to be rigidly supported an both sides of floor or wall assembly. The ?i fallowing types of pipe, conduit or tubing may be used: A. 6%W Pips --Nom 4 In. diem (or smaller) Schedule 5 for hoovier) steel pipe. B, Coppor Tubing -Nam 3 In. diem (or smelled Type L (or heavWd copper tubing. C. Copper Pipe --Nom 3 in. diem (or srnallod Regular (or heavier) copper pipe. D. Condu om 4 In. diem (or smaller) steel electrical metallic tubing (IMT) or stool con- duit. T Rating Is 1/4 hr Items A and D, Q hr fqw Items B and C. 3. FIIL Void or Cavity M41erleV-8441401it*-Min 1.1/4 In. thickness of fill material applied within the annulus, flush.with both surf&**s of floor or wall, Instant Firestop Mfg.. In6--34446. •13se►ing the UL Classification Marking • system No.. CAJ2001 (Formerly System N0, 64-A) F Rating --•2 Hr T Ratings --0,1.1 (See Item 3) L Rating at Amb'' sq ft (See Item 34) L Rating at 4.00 F-1 CFM/sq ft (See Item 38) A I L System No. CAJ2044 (Formerly System NO. 395) +%On�j - r L Rating At Ambient -7 CFM per sq ft L Rating At 400 F -less than 1 CFM per sq ft SECTION A -A I. Floor or Wall Assembly. -Lightweight or normal weight 1100-160 pcf) concrete. Except as /, floor or Well Asoombly-Reinforced lightweight or normal weight (100.150 pas concrete having's min thiclkness +til specified M the table 4olow ptsm 4 Well may also bre constructod footnoted for floor assembly in table under Item 3, min thickness of solid concrete floor or of any UL Classiflod Concrete 61040. Max diem of opening Is S In. wall assembly is 4-1/2 In. Floor assembly may also be constructed of any min 6 in. thick UL Seo Cam etee Block (CA;M category M the Fire Resistance Directory for names of mann Classified hollow -core Precast Concrete Units'. Wali may also be constructed of any UL Clas- faacturere. sified Conorote Wooks". Diem of opening through floor or wall to be 0 to 1/4 in. larger than 2. MetM# o 44wwo-40ptional}-- Nom 8 in. diem (or smaller, Schedule 40 (or heavier) stool sleeve the outside diem of nom 2 in. diem and smaller pipes or conduits, Diem of opening to be 0 to cost or grouted Into wall or floor assembly, flush With floor or well surfaces. 1/2 in. larger than the outside diem of nam 2.1/2 In, diem and larger pipes or conduits. Max 3. Thmgh Pori !tratnW moat metallic pipe, conduit or tubing to be Installed either concentrically diem of opening Is 7 in, or eccentrically within the firestop system. Pips, conduit or tubing to be rigidly supported ors $eo Concrete •looks (CAAM and Precast Concrete Units (CFTV) categories In Fire Resist- both sides of floor at wall assembly. The annular space shall be as spocified in the table be- *no* Directory for, named of manufacturers, low. The followw#nq types end Glares of metallic pipes, conduits or tubing may be used: A. stool Pip lom 6 M, diem for smaller) Schedule 10 for heavier) steel pipe. 2. Through Penstrents-- One nonmetallic pipe or conduit to be centered in the through opening. B, Cgrduts -+Horn 4 M. dem (or small" stool electrical metallic tubing. Pipe or conduit to be rigidly supported on both sides of the. floor -ceiling assembly. The follow. C. Qondalt.-Isom a In. dirm tar SM110 l rigid gahr steel oondult- ing typos and sizes of nonmetallic pipes or conduits may be used: The F and T rating of the system Is dependent upon the diem of the pipe a( conduit and art- A. Polyvinyl Chloride (PVC) PI paw -Nom a in. diem (or smelter) Schedule 40 solid -core PVC nular space betwean the PIPS W Conduit and the periphery of the opening as shown In the pipe for use in closed (process or supply) or vented (drain, waste or vont) piping system. table bolaw: S. Cellular -Core Polyvinyl Chloride (**PVC) Pips ---Nom 4 in, diem (or smaller) Schedule min 40 cellular gore PVC pipe for use in closed (process or supply) or vented (drain, waste or Flow MiFIS Forming tg . vent) piping system, row or WON Pips or Anular Annular Mt! Mtl F T !' or Thkm Cotdtllt Spa" Thkns Thkns tssadng seting D. Acrylonitrile Butodlene styrene (AW PipeNam 4 in. dism (or smaller) Schedule 40 with Its top surface recessed min 1 In. from top surface of the floor. In wall assemblies, form - ing material to be firmly packed into opening on both sides of wall and recessed 1 In. WON K ilk In. M. In. In. Hr Hr min from wall surface. piping systems' E. Cellular Core Acrylanitrile Butsdi*ne Styrene (ocASS) Pips,• --•Nom 4 in. diem (or smaller) F 3-3/4 1.1/2 3/s. 2.1/8 1 2-3/4 2 0 Schedule 40 cellular core AB$ pipe for use in closed (process or supply) or vented (drain, of In wall as - a,emblies, fill material to be installed flush with wall surface on both sides of wall. F 3.3/4 d 3/6 3/4 1 2-3/4 2 0 .Minnesota Mining !& Mfg. Co, -CP 25WB+, *Bearing the UL Classification Marking In closed (process or supply) or vented (drain, waste or vent) piping systems. F 3.3/4 6 3/8 1 2 1.3/4 2 0 G. Rigid Nonmetallic Conduit++--- Nom 4 In. diem (or smaller) (Schedule 40 or 60) PVC F 4.1/2 1.1/2 3/8 2-i/8 1 3.1/2 3 3/4 F 4.1/2 a 3/8 3/4 1 3.1/2 3 0 F 4.1/2 a 3/8 1 2 2-i/2 3 0 W 5-i/2 1.1/2 3/8 2.1/8 1 3.1/2 3' 3/4 W 5-1/2 6 3/8 3/4 1 3-1/2 3 0 W 6-1/2 1.1/2 3/8 2.1/8 2 2-1/2 3 1 W 6-1/2 6 3/8 1 2 2-i/2 3 0 4. Forming Materiel'--Mln 4.0 pal mineral wool batt insulation firmly packed into opening as a permanent form at the min thickness specified in the above table (ttom 3). Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommo• System No. CAJZ 1 Q3 date the roqui(od thickness of fill material. U160 Intorlors Inc. -Type SAF 6. FIIL Vold or Cavity MateriM11-4oulk--Min thickness of fill material as specified in the above T Ratin a Item 3 ) table (N*m 3) appilied within the annulus, flush with tap surface of floor or with both surfaces of well, ( `� a UIQ Interiors Ina. --Type SS 'Searing Oho VL Closaffiesti #on Marking I Syst CAJ 1 2 T satins r ee Item 2) SIECT0 &A_ 1. floor or Wall Assembly -MM 4.1/2 in. thick reinforced normal weight 1150 poll concrete. Well may also be constructed of any UL Ch"flod Corvaivi Me Blacke". Max diameter of open - Ing Is 6 in, See Concrete Black* MAZT) category in the Fire Resistance Directory for names of menu - f acturors. 2- Through-Ponotrent-Ono metallic pipe, conduit or tubing Installed either concentrically or so - centrically within the firestop system. The annular space shall be. min 0 In. to max 1.1/2 In. Pips, conduit or tubing to be rigidly supported an both sides of floor or wall assembly. The ?i fallowing types of pipe, conduit or tubing may be used: A. 6%W Pips --Nom 4 In. diem (or smaller) Schedule 5 for hoovier) steel pipe. B, Coppor Tubing -Nam 3 In. diem (or smelled Type L (or heavWd copper tubing. C. Copper Pipe --Nom 3 in. diem (or srnallod Regular (or heavier) copper pipe. D. Condu om 4 In. diem (or smaller) steel electrical metallic tubing (IMT) or stool con- duit. T Rating Is 1/4 hr Items A and D, Q hr fqw Items B and C. 3. FIIL Void or Cavity M41erleV-8441401it*-Min 1.1/4 In. thickness of fill material applied within the annulus, flush.with both surf&**s of floor or wall, Instant Firestop Mfg.. In6--34446. •13se►ing the UL Classification Marking • system No.. CAJ2001 (Formerly System N0, 64-A) F Rating --•2 Hr T Ratings --0,1.1 (See Item 3) L Rating at Amb'' sq ft (See Item 34) L Rating at 4.00 F-1 CFM/sq ft (See Item 38) A I L System No. CAJ2044 (Formerly System NO. 395) +%On�j - r L Rating At Ambient -7 CFM per sq ft L Rating At 400 F -less than 1 CFM per sq ft F system No. CAJ2021 =0 6A CONFIGURATION L& rrl' 6s �Ir 1►, 4 � I i ® A DO U 1. Floor ar Wail AS"mbiy-Min 4-1/2 in. thick reinforced lightweight or normal weight (l0A- 150 Pon concrete. Wall may also be constructed of any UL Classified Concrete slacks-, pisco of circular through opening to be 3/4 In. to 1.3/4 Irl larger than dism of nomnetoolcipe , ptem 2), dependent upon nom pipe site. pip* Sane „Concrete Blacks, (CAS category in the Dire Resistance Directory far names of Manu- facturers, 2. Nonmetallic PIpe-Nom 4 in. diem (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe for U" in closed (process Or'supply) or vented (drain, waste or vent) piping syatems, One pipe to be installed either concentrically or eccentrically within the firestop system, When nom 4 in, diem (vr smaller) pipe is used, Pipe installed with a min annular space of 3/11 in. and a max annular space of 5/8 in, (concentric or eccentric instaltst#onj. When nom 6 in. diem pipe is used, pipe installed with a min annular space of 1/2 in. and a Max annular space of 7/6 in. (concentric or eccentrio instsllstion). pipe to be rigidly supported an bath sides of fleecy or wsq assembly, 3. Firestop System -The hourly F and T Ratings for the firestop system are dependent upon the firestap'arlontaotion (floor or wail), firastup configuration (A or S) and than sitar of the no pipe, ss tabulated below: Orientotken Nom Pipe Flrsatop F Rating, T Rating, (al)Olom, in. F 1/2 to 4 �� Ib) Hr•1/2 � 1 F,W 1/2 to 4 B 2 1 F.W 3 0 F s Floor (b) -A and B indicate firestop configuration, as described in the followiftg: Firestap Configuration A A Stool Collar --Nom 2 in. deep with 1 im wide by 1-1/4, Im long anchor tabs. Retainer tabs, 5/8 in. long, located opposite ' thb anchor tabs are folded 90 dogreas toward pipe surface to maintain a 3/4 in. annular specs around than pips and to retain. the caulk fill material Mom, 3B). Coils of precut 0.018 In. thick (No. 30 gauge) gsly_steel available from, manufac- . tures of caulk fill material. ;Collar secured .to underside of concrete floor: *lab with nam 3/ 1!i' in. diem by min 1-1/4 In. long stool anchor screws, or equivalpnt,'In'eonjtaingt#on with nom 1-1/4 In. diem stool fonder`wsshors. A min of four one bolts, symmetrlcally`loacat ai are required for narn 4 In -diem pipes. A min of three anchor bolts ere required for H , om•2 in.' to 3.1/3 in- diem pipes. A min of two aroctw* bolts are, mqu#red far pipes arlwl- 0 t't n nom 2 in, diem: S, FI("oid Of Cavity Mntertel•--Caulk---Appl#ed to completely fill the nom. 2 In,* n, deep $tool collar and the annular space around the pipe through the entire tWokness of the float. The Rectorseal Corp.-Motacouik 880 Firestop Confl9w*04n 8 A St*el Collar --Nom 2 in, deep with 1 in. wide by i.1 4.. 1n: long anchor tabs,'Rsteiner tabs, 5/8 in. long, located opposite the anchor tabs are folded 90_ dogrees toward pipe surface to maintain a 3/4 in. annular space around the pipe sad to'reteira the Caulk fill material (Itom 38). Coils of precut 0.018 in. thick (No. 30 gauge) galy steel aysSabl* from Menufoc- f turer of caulk fill material. Collars secured to both aides of floor of wall assembly with nom 3/10 in. diem by min 1-1/4 in, long steel anchor screws, or *qulvc alent, In onjuroa; tion with nom 1.1/4 in, diem stool fonder washers. A min of six anchor bolts, symmetrwal- ly ,located, are required for nom 8 in, diem pipes. A min of four anchor bolts, symmetrical- ly located, are required for'ncm 4 in, diem pipes. A rt!oin of three anchor bolt$ aro required fait, nom 2 in, to 3.1/2 in. diem pipes. A min of two anchor bolts aro required for pipes smaller then nom 2 in. diem. S. Fill, Void or Cavity Wlsterisl•-Ceulk-Applied to completoy fill both of the nom 2 k deep steel collars and the annular space around the pipe through this entire thicknoss of the floor. 4The Rectorsoal Corp. --Mot toauik 880 'Bearing the UL Classification Marking i I I ' I r SECTION A -A I. Floor or Wall Assembly. -Lightweight or normal weight 1100-160 pcf) concrete. Except as footnoted for floor assembly in table under Item 3, min thickness of solid concrete floor or 1. Floor or Wall Assombly-•-Min 4-1/2 in. thick lightweight or normal weight (100-150 pct! con - wall assembly is 4-1/2 In. Floor assembly may also be constructed of any min 6 in. thick UL creta. Wall may also be constructed of any UL Classified Concreto Blocks'. Max *rea of Classified hollow -core Precast Concrete Units'. Wali may also be constructed of any UL Clas- square, rectangular or circulsr opening is 45 sq in. with max dimension of 8 in. sified Conorote Wooks". Diem of opening through floor or wall to be 0 to 1/4 in. larger than Sire Concrete Blocks (CAJM category in the Fire Resistance Directory for names of menu - the outside diem of nom 2 in. diem and smaller pipes or conduits, Diem of opening to be 0 to facturers. 1/2 in. larger than the outside diem of nam 2.1/2 In, diem and larger pipes or conduits. Max 2, Nonmetallic Pipe -Nom 1 in. diem (or smaller) Schedule 40 polyvinyl chloride (PVC) plpo in diem of opening Is 7 in, closed (process or supply) or vented (drain, waste or vent) piping systems, One or more Pipes $eo Concrete •looks (CAAM and Precast Concrete Units (CFTV) categories In Fire Resist- may be installed with a min 1/2 In. to max 1 in. clearance maintained between pipes and *no* Directory for, named of manufacturers, with a min 1/4 in, to .max 1 In, clearance maintained between pipe and sides of through 2. Through Penstrents-- One nonmetallic pipe or conduit to be centered in the through opening. opening. Pipes to be rigidly supponod on both sides of floor or well assembly, Pipe or conduit to be rigidly supported on both sides of the. floor -ceiling assembly. The follow. Fill V 3. cid or Cavity Materiels . Wrap Strip -Nom 1/4 In. thick intumescent elastomoric ma- ing typos and sizes of nonmetallic pipes or conduits may be used: terial faced on one side with aluminum foil, supplied in 2 in. wide strips, One nom 2 in. wide A. Polyvinyl Chloride (PVC) PI paw -Nom a in. diem (or smelter) Schedule 40 solid -core PVC strip tightly -wrapped around PVC pipe with the foil side exposed and slid into through o en - p g p pipe for use in closed (process or supply) or vented (drain, waste or vont) piping system. Ing such that the top edge Is flush with top surface of floor, The wrap strip layer shall be se. S. Cellular -Core Polyvinyl Chloride (**PVC) Pips ---Nom 4 in, diem (or smaller) Schedule cured In place with min No. 18 gauge usIv stool tie wire. In wall assemblies, the wrap strip 40 cellular gore PVC pipe for use in closed (process or supply) or vented (drain, waste or layer Is to be instolled' on the PVC pipe in the same manner used for floor assemblies but vent) piping system, shall .be installed symmetrically on both sides of the wall. C. Chlarinsted Polyvinyl Chloride (CPVC) Pipe ---loco Q in, diem (or smaller) SOR17 CPVC pipe for use In closed (process at supply) or. vented (drain, waste or vent) piping systems. Minnevate Mining & Mfg. Co,--FS-196+ , 4Packing Materlal�Min 1 In, thick mine(al-wool batt Insulation firmly packed into opening D. Acrylonitrile Butodlene styrene (AW PipeNam 4 in. dism (or smaller) Schedule 40 with Its top surface recessed min 1 In. from top surface of the floor. In wall assemblies, form - ing material to be firmly packed into opening on both sides of wall and recessed 1 In. solid -cors ASS pips for use In closed (process or supply) or vented (drain, waste or vent) min from wall surface. piping systems' E. Cellular Core Acrylanitrile Butsdi*ne Styrene (ocASS) Pips,• --•Nom 4 in. diem (or smaller) 15. Fill, Void or Cavity Materials •-CCaulk.-App lied to fill through opening to a min depth of 1 in. In floor assemblies, fill material to be Installed flush with top surface floor. Schedule 40 cellular core AB$ pipe for use in closed (process or supply) or vented (drain, of In wall as - a,emblies, fill material to be installed flush with wall surface on both sides of wall. waste or vent] piping systems. F. Polybutyleno (P6) Pipe-- Nam 3 in. diem (or smaller) SDR11 (or heavier) PS pipe for use .Minnesota Mining !& Mfg. Co, -CP 25WB+, *Bearing the UL Classification Marking In closed (process or supply) or vented (drain, waste or vent) piping systems. G. Rigid Nonmetallic Conduit++--- Nom 4 In. diem (or smaller) (Schedule 40 or 60) PVC conduit Installed in accordance with Article 347 of the National Electric Code (NFPA No. 70), H. Flame Retardant Polypropylene (FRPP) Pipe--- Nam 4 In, dirm (or smaller) Sohaduls 40 (or heavier) FRPP pipe, See Rigid Nonmetallic Conduit (DZKT) category In UL Electrical Construction Materials Di- rectory for names of manufacturers. 3. Firostop SYstem--The details of the firestop system shall be as follows: A. Fill, Void or Cavity Materials' --Wrap Strip --Nom 1/4 in. thick intumescent elastomoric material faced on one side with aluminum foil, supplied in 1 and 2 In. wide strips. Strips tightly wrapped around nonmetallic pipe (foil side exposed) with the edges butted against System No. CAJZ 1 Q3 the underside of the concrete floor or both sides of wall surface, Sufficient layers of wrap strip shall be installed to lap's min of 3/16 in. on the concrete around the entire perime. ter of the through opening. The min wrap strip width and the min number of layers of T Ratin a Item 3 ) wrap required is dependent upon the pip* type, the nom pipe diem, the wall of floor thick - nese and the hourly T Rating required, as shown In the following table. ( `� a Nam Pipe Min Wall Or Wrap Strip Min Wrap Diem Floor Thkns Width Strip T Rating �� i a Pipe Type In. In. In, Layers Hr PVC, ccPVC or CPVC 1/2 to 1-i/2 2-1/2 1 1 0 r- , ABS, ccABS or FRPP(s) 1/2 to 1.1/2 2-1/2 1 1 1 PVC, ccPVC or CPVC 1/2 to 2 2-1/2 2 2 0 PVC, ccPVC or CPVC 2 2.1/2 1 2 0 ABS, ccASS or FRPP(s) 2 2.1/2 1 2 1 PVC, ccPVC or CPVC 2-i/2 to 3 2-1/2 2 2 0 PVC, caPVC or CPVC 3-1/2 to 4 2-1/2 2 3 0 ( as PVC, caPVC or CPVC, 1/2 to, 1.1/2 4.1/2 1 1 2 ' ABS, ooPVC or FRPP(a) PVC, ocPVC, CPVC, ASS, 2 4-1/2 1 2 2 ABS, ccABS or FRPP(s) ' PVC, ccPVC, CPVC, 2.1/2 to 3 4.1/2 1 3 2 -- ABS, ccASS or FRPP(a) PVC, ccPVC, CPVC, ABS, 2.1/2 to 3 4-1/2 Z Z 2 1. Floor or Wall Assembly --Min 4-1/2 in. thick reinforced lightweight or normal weight 100- ccASS, PB or FRPP(*) 150 pcf) concrete, Wall may also be constructed of any UL lassiied Concrete Blacks', Max PVC, ccPVC or CPVC 3-1/2 to 4 4.1/2 2 2 1.1/2 PVC, ccPVC, CPVC, 3-1/2 to 4 4-1/2 2 3 2 diem of oPening is 8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for name* of manu- ABS,c4ABS or FRPP(b) facturers. PVC 3 3 0 2. Through. Penetrants --One nonmetallic pipe, conduit or tubing to be Installed either concentri- dot tem (a�---Requires use of aluminum tape detsll*d In Item 3E. (b►- Rsqulres use of pipe covering detailed in Item 3D, cally or occontrlcslly within the firestop system, Pipe, conduit or tubing to be rigidly supported ; on both sides of float or wail assembly, The following y g types and daces of nonmetallic pipes, (0 -For nom 6 In. diem pipe, 1 in, and 2 in., wide wrap strips are "Stacked" to attain nom 3 In.A. strip width. conduits or tubing may be used: Polyvinyl Chlorido'(PVC) Pipe -Nom 4 in, diem (or smaller) Schedule 40 solid -core PVC Eachwrap Each layer of wrap strip to be installed with butted seam with butted seams in successive lay layers. pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. The annular space between pipe and periphery of opening shad be 3/4 in. ors staggered. Wrap strip temporarily hold in position using aluminum foil tape, steel min to max t- 3/4 in. wire tie, or equivalent, In wail assemblies, the wrap strip Is to be installed in the some manner used for floor assemblies, but it shall be installed symmetrically on both sides of the wall as- , B. Poi ChlorHated Polyvinyl ( y y Chloride (CPVC) Pi po-Nom 4 in. diem (or smaller) SDR17 CPVC sembly, pipe for use in closed (process or supply) or vented (drain, wast* or vent) piping systems. Minnesota Mining Ik Mfg. Co. -FS -196+ The annular space between pipe and periphery of opening shall be min 3/4 In. to max 1- B, Fill, Vold or Cavity Materials' -Caulk or Putty -{Not Shown► -Generous bead of caulk or putty to, be applied to outer perimeter of wrap strip at its interface with floor or wall 3/4 in. C. Acrylonitrile Butadiene Styrene (ABS) Pipe ---•Nom 4 in, diem (or smaller y ) Schedule 40 surface(s), solid -cora ABS pipe for use In closed (process or supply) or vented (drain, waste or vent) Minnesota Mining i Mfg. Co. ---CP 25WB+ Caulk; Type MPS -2+ Putty. (Note: L piping systems, The annular space between pipe and periphery of opening shall be min 3/4 In. to max 1-3/4 in. Ratings apply only when Type CP 26W8+ caulk Is used.) C. stool Collar -Nam 1, 2 or 3 in. deep collar, dependent upon wrap strip width, with 1.1/4 D, Electrical Nonmetallic Tubing (ENT)+ ---•Nom 2 in. diem (or smaller) corrugated -wall elec- in. wide_, by 2 in, long anchor tabs and min 1/2.in. long tabs to retain wrap. strip layers. trical nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC). A nom annular space of 3/4 in. is required within the firestop system. Coils of precut 0.018 in. thick (30 gauge) galy sheat ate*I available from wrap strip menu - See Eloctrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Maton- facturer. As an alternow, collar may be field -fabricated from min 0.016 In. thick (30 als Directory for names of manufacturers. gauge) only shoot stool in accordance with instruction sheet supplied by wrap strip manu- E, Flexible Nonmetallic Conduit, Liquid -Tight (FNMC)+--Nom 2 in. diem (or` smaller) corru- facturer. Stool collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap gated -wall flexible nonmetallic, liquid -tight conduit (FNMC) constructed of polyvinyl chlo- strip, layers with min 1 in. overlap at seam. Anchor tabs to be pressed tightly against floor ride (PVC). A nom annular space of 3/4 in. is required within the firestop system, or wall surface(s), and collar to be compressed around wrap strip layers using a min 1/2 in. wide by 0.028 in. thick stainless steel bond clamp at the collar midheight. Two band See Flexible Nonmetallic Conduit, Liquid -Tight (0X0(3) category in the Electrical Coat- struction Materials Directory for names of manufacturers, clamp* are required for 3 In, high collar on nom a in, diem pips. Collar to be secured to 3. Firestop SYstem--Th* firestop system shall consist of the following: floor or wall surface(s) with 1/4 in, diem by min 1.1/2 In. long stool expansion bolts, or equivalent, in con unction with steel nuts and min 1.1/4 In. diem stool fonder washers. i A. Fill, Vold or Cavity Mstsriala'-m-Wrap'$trip--Nam 1/4 In. thick 3 in, wide s - Two anchor bolts, symmetrically located, required for nam 1/2 in.. to nom -2 in. diem gent wrap strip, encapsulated and hermetically sealed in metallized d polyester failil. T e o, The wrap strip is tightly wrapped around pipe or tubing and slid into the through opening and pipes. Three anchor bolts, symmetrically located, required for nom 3 in. diem pipes. Four anchor bolts, symmetrically located, required for nam 3.1/2 and 4 in. diem pipes, For 8 recessed a max of 1 In. from the bottom of the floor, In wall assemblies, the wrap strip is to be Installed In the sem* manner used for the floor assemblies but shall be installed In. ,dism pipes, anchor bolts to be used with each anchor tab, Retainer tabs to bo bent 80 symmetrically on both sides of the wall with the exposed -edge(*) of the wrap strip layers) dog toward pipe to lock wrap strip layers In position. D. Pips Covering' -(Not Shown) -Nom 1 in.. thick hollow cylindrical heavy density (min 3.5 recessed a max of 1 in. from each surface of the wall The number of era p strip layers pcf) glass fiber units jacketed on ,the outside with air all service jacket. 'When required required. and the T Rating are dependent upon the pipe size and type, as shown in the fol. lowing table: (a** table), min 6 in. length of pipe covering installed around pipe at its *gross from the stool collar (Item C) on the underside of floor or on both sides of wall. Pipe covering ae• < Min No, of T Nom PIP* cured to pipe with steel wire flea spaced max 4 in, OC. Ed • of pipe covering abutting Wap strip Rating, , gym, in. Pips Type Layers steel collar to be sealed with a min 1/4 In, dism bead of caulk or putty (item B), Hr 1/2 to 2-1/2 See Pipe and Equipment Covering--Miaterfals (BRGU) category in Building Materials PVC 1 2 1/2 to 2 Directory for names of manufacturers. Any pipe covering motorial meeting the above ABS 1 2 1/2 to 2 specifications and bearing the UL Classification Marking with a Flame Spread Index of ENT 1 2 1/2 to 2 FNMC 25 or less and a Smoke Developed Index of 50 or less may be used. 1 2 3 E. Firestop Devic*' ---(Nat Show,nj-As an alternate to Items A and C when nam 1-1/2, 2, 3, ABS,PVC 2 0 4 4 or 6 in. diem nonmetallic pip** are used, a firestop device consisting of a, sheet -steel ABS,PVC 3 0 split collar lined with intumescent material and provided with steel .clips for attachment may be used. Firestop device -to be installed on underside of floor or on both sides of wall Self -Seal System* Inc. -Self -Seal SSC B. Forms --(Not Shown) -Used as a form to prevent leakage of mortar during installation. in accordance with the accompanying installation instructions. The firestop device type to Forms to be'a rigid sheet material, cut to fit the contour of the penetrating item and fas- be used is dependent upon the wall of floor thickness, the pipe typo and nom pips diem, toned to the underside of floor or both sides of wall. Forms to be removed after mortar as tabulatedbolow: cured. Forms may be polyethylene backer rod used as a permanent form In lieu of the rig. Mln Wall Or i Id *host. Backer rod to be frlctlondltted into annular space at bottom of floor with its top Nom Pips Floor Thkns Firestop surface recessed a• max of 1 in. from the bottom of floor. For walls, the backer rod is frit - tion-fituDd Into annular space on both sides of wall with the inner surface of the backer Pipe Type Diem in. In. Device PVC, ccPVC or CPVC, 1.1/2 2.1/2 PPD 1.6 or PPD 160 � rod recossod no more than 1 in. from the wall surface. -' C, i Mortar --Min 4.1/2 in, thickness of mortar or hydraulic cement applied within the ABS, ccABS or FRPP(s) PVC, ccPVC or CPVC 2 2-1/2 PPD 2 or PPD 200 annulus, flush with both surfaces of floor or wall. 'Bearing the UL Classification Marking ABS, ccABS or FRPP(s) PVC, ccPVC or CPVC 3 2-1/2 PPD 300 +Bearing the UL Listing Mark PVC, ocPVG or CPVC 4 2-1/2 PPD 400 PB 1-i/2 4.1/2 PPD 150 PB 2 4.1/2 PPD 200 PVC, cQFVC or CPVC, 3 4.1/2 PPD 3 or PPD 300 ASS, coAS$ or FRPP(&) pB 3 4.1/2 PPD 300 PVC; ccPVC or CPVC, 4 4-1/2 PPD 4 or PPD 400 ., ABS, ocABS or FRPP(s) 4 4.1/2 PPD 400 PVC 6 4.1/2 PPD 8 (a)--Roquiros use of aluminum tape detailed in item 3E. (b► ---Requires use of pips covering detailed in Item 30. Minnesota Mining lk Mfg. Co. ++Bearing the UL Listing Mark 'Bearing the UL Classification Mark F system No. CAJ2021 =0 6A CONFIGURATION L& rrl' 6s �Ir 1►, 4 � I i ® A DO U 1. Floor ar Wail AS"mbiy-Min 4-1/2 in. thick reinforced lightweight or normal weight (l0A- 150 Pon concrete. Wall may also be constructed of any UL Classified Concrete slacks-, pisco of circular through opening to be 3/4 In. to 1.3/4 Irl larger than dism of nomnetoolcipe , ptem 2), dependent upon nom pipe site. pip* Sane „Concrete Blacks, (CAS category in the Dire Resistance Directory far names of Manu- facturers, 2. Nonmetallic PIpe-Nom 4 in. diem (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe for U" in closed (process Or'supply) or vented (drain, waste or vent) piping syatems, One pipe to be installed either concentrically or eccentrically within the firestop system, When nom 4 in, diem (vr smaller) pipe is used, Pipe installed with a min annular space of 3/11 in. and a max annular space of 5/8 in, (concentric or eccentric instaltst#onj. When nom 6 in. diem pipe is used, pipe installed with a min annular space of 1/2 in. and a Max annular space of 7/6 in. (concentric or eccentrio instsllstion). pipe to be rigidly supported an bath sides of fleecy or wsq assembly, 3. Firestop System -The hourly F and T Ratings for the firestop system are dependent upon the firestap'arlontaotion (floor or wail), firastup configuration (A or S) and than sitar of the no pipe, ss tabulated below: Orientotken Nom Pipe Flrsatop F Rating, T Rating, (al)Olom, in. F 1/2 to 4 �� Ib) Hr•1/2 � 1 F,W 1/2 to 4 B 2 1 F.W 3 0 F s Floor (b) -A and B indicate firestop configuration, as described in the followiftg: Firestap Configuration A A Stool Collar --Nom 2 in. deep with 1 im wide by 1-1/4, Im long anchor tabs. Retainer tabs, 5/8 in. long, located opposite ' thb anchor tabs are folded 90 dogreas toward pipe surface to maintain a 3/4 in. annular specs around than pips and to retain. the caulk fill material Mom, 3B). Coils of precut 0.018 In. thick (No. 30 gauge) gsly_steel available from, manufac- . tures of caulk fill material. ;Collar secured .to underside of concrete floor: *lab with nam 3/ 1!i' in. diem by min 1-1/4 In. long stool anchor screws, or equivalpnt,'In'eonjtaingt#on with nom 1-1/4 In. diem stool fonder`wsshors. A min of four one bolts, symmetrlcally`loacat ai are required for narn 4 In -diem pipes. A min of three anchor bolts ere required for H , om•2 in.' to 3.1/3 in- diem pipes. A min of two aroctw* bolts are, mqu#red far pipes arlwl- 0 t't n nom 2 in, diem: S, FI("oid Of Cavity Mntertel•--Caulk---Appl#ed to completely fill the nom. 2 In,* n, deep $tool collar and the annular space around the pipe through the entire tWokness of the float. The Rectorseal Corp.-Motacouik 880 Firestop Confl9w*04n 8 A St*el Collar --Nom 2 in, deep with 1 in. wide by i.1 4.. 1n: long anchor tabs,'Rsteiner tabs, 5/8 in. long, located opposite the anchor tabs are folded 90_ dogrees toward pipe surface to maintain a 3/4 in. annular space around the pipe sad to'reteira the Caulk fill material (Itom 38). Coils of precut 0.018 in. thick (No. 30 gauge) galy steel aysSabl* from Menufoc- f turer of caulk fill material. Collars secured to both aides of floor of wall assembly with nom 3/10 in. diem by min 1-1/4 in, long steel anchor screws, or *qulvc alent, In onjuroa; tion with nom 1.1/4 in, diem stool fonder washers. A min of six anchor bolts, symmetrwal- ly ,located, are required for nom 8 in, diem pipes. A min of four anchor bolts, symmetrical- ly located, are required for'ncm 4 in, diem pipes. A rt!oin of three anchor bolt$ aro required fait, nom 2 in, to 3.1/2 in. diem pipes. A min of two anchor bolts aro required for pipes smaller then nom 2 in. diem. S. Fill, Void or Cavity Wlsterisl•-Ceulk-Applied to completoy fill both of the nom 2 k deep steel collars and the annular space around the pipe through this entire thicknoss of the floor. 4The Rectorsoal Corp. --Mot toauik 880 'Bearing the UL Classification Marking i I I ' I r 9 I System No. W L 1008 (Formerly System No. 242) F Ratin T Ratin :vp L Rating At Ambient --Less Than 1 CFM/sq ft (See Item 38) L Rating At 400 F -Less Than 1 CFM/sq ft (See Item 313) 1. Wall Asaembly-Tho fire rated gypsum wallboard/stud wall assembly shell be constructed of the materials and in the manner specified In the individual U300 or U400 Series Wall and Partition Designsin theUlF In Resistance Dire cW ryand shall inclu • the following construc- tion features: A. atwds-Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In. lumber spaced 18 In. OC. Stoll studs to be min 2-1/2 in. wide and spaced max 24 In. OC. S. Weliboard, 0 -Two layers of nom 5/8 In. thick gypsum wallboard, as specified In the Individual all and Partition Design. Max diem of opening Is 14-1/4 in. 2. Through Perwtrants- One metallic pipe, conduit or tubing to be centered within the firostop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following typos and sixes of metallic pipes, conduits or tubing may be used: A. Steal Pipe --Nom 12 In. diem for smaller) Schedule 10 (or heavier) steel pips. A nom an- nular space of 3/4 in. is required within the firestop system. B. St" Pips -Nom 4 In. diem (or smaller) Schedule 5 (or heavier) stool pipe. A nom annular space of 3/4 In. Is required within the firostop system. C. Conduit -Nom 4 In. diem (or smaller) steel electrical metallic tubing or stool conduit. A nom annular space of 3/4 In. Is required with the firestop system. E. Copper Tatung -Nom 2 In. diem (or smaller) Type L (or heavier) copper tubing. A nom an- nular space of 3/4 In. Is required within the firestop system. 3, firestop System --The firostop system shall consist of the following: A. Packing Matsrli"in 3 In. thickness of min 4 pcf mineral wool batt Insulation firmly p"kod into opening as a permanent form. Packing material to be recessed from both Sur- faces of wall as required to accommodate the required thickness of fill material. B. Fill. Vold or Cavity Material•-Sealent-Min 1 in. thickness of fill material applied within the annulus on both suff"os of wall. Additional fill material to be installed such that a min 1/4 In. crown is formed around the penetrating item. Minnesota Mining 8t Mfg. Co. -Typos FB -2000, FB -2000+• (Note: L Ratings apply only when FB -2000+ is used►. 'Bearing the UL Classification Marking System No. WL2063 F Rating --2 Hr T Rating --1 Hr 1. Well Aaaombly-The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified In the individual U300 or U400 Series Wall and Partition Designs In the UL Fire Resistance Directory and shell Include the following constftlo. tion features: A. Studs -Wall framing may consist of either wood studs or stool channel studs. Wood studs to consist of nom 2 by 4 in. lumber. spaced 16 in. OC. Steel studs to be min 2-1/2 In. wide and spaced max 24 in. OC. S. Wallboard. Gypwm'--Two layers of nom 1/2 or 5/8 In. thick gypsum wallboard, " epee. Ifl*d In the Individual Wall and Partition Design, Max diem of opening Is 4-e./4 In, 2. Nonmetallic Pipe -Nom 4 In. diem (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe for use In closed (process or supply) or vented (drain, waste or vents piping systems. One pipe to be centered within the firestop system. A Max annular space of 1/8 In. is required within the firestop system. Pipe to be rigidly supported on both aid" of wail assembly. 3. Fkaistop System, -The firestop system shall consist of the following: A. FIN, Void or Cavity Material• -Wrap Stripa-Nom 0.10 In. thick by 2-3/8 in. wide Mw- meecent wrap strip faced on one side with aluminum foil. The wrap strip Is oontinuously wrapped around the outer circumference of the pipe six times, fon side out, and hold In place with places of aluminum tape. When multiple wrap strips. ars used to achieve the w quired total length, the ends aro to be butted end-to4ond and hold in place with aluminum tape. Wrap snips are Installed on each side of wan. Tream llow--TREMatop-We S. Steel Collar* -Collar fabricated from *ails of precut min 0.010 In. thick (No. 28 gauge) gahr steel available from the fill material manufacturer. Collar shall be nom 2-1/2 In. deep with 1 in. wide by 2 In. long anchor tabs on 2-1/4 In. Centers for s*cursnhwnt to the WON In addition, the collar Contains retainer tabs, 3/8 to 3/4 In, wide, located on both sides of the collar for retaining the wrap strips. The Collor shall be wrapped Lover the wrap sWp, overlapped min 1 In. and secured togother using a min of 3 No. 6 by 3/8 In. self4raling, sell4apPing steel screws or using one min 1/2 In, wlda by 0.028 M. thick stainless steel hoes clamp. The retaining tabs adjacent to the anchor tabs are bent toward the pipe at ono or more locations to retain the wrop.strip. The retaining tabs opposite the anchor tabs are folded 90 doorees towards the pipe to maintain the annular apace around the pipe and to retain the wrap strip layers. Wrap strip/ooller assembly is slid along the pipe until it abuts the surface of the wall. Collar secured to wall surface at each anchor tab with 1/4 In. diem by 2.3/4 In. long hollow wall anchors M Conjunction with min 1/4 In. diem wash. ors. Collars are Installed on •sah side of well. C. FIII, Vold or Cavity Meterlal•--CauNc--Min 1/4 In. bead of caulk to be applied at the W terface of the wall and steal collar and at the interface of the steel collar and pipe. The Caulk shall be installed symmetrically on both 61des of the wall assembly. Transco In*,-Fyre-Sll •Be*ring the UL Classification Marking System No. 4 F Rating -WI., T Rating --1- 2 Hr SECTION A -A I. Wall Assombly-The fire-rsted gypsum w&Ilboard/stud wall assembly shall be constructed of the materials and In the manner specified In the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall Include the following construc- tion onstrue.tion features: A. Studs -Wall framing may consist of either wood studs or stool channel studs. Wood studs to consist of nom 2by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Wallboard. Gypsum =Two layers of nom 1/2 or 5/8 in. thick gypsum wallboard, as spec- Iff*d In the individual Wall and Partition Design. Max diem of opening is 1-1/2 in.. 2. Nonmetallic Plpe►-Nam 3/4 In, diem for smaller) SDR 13.5 chlorinated polyvinyl chloride (CPVC) pipe for use In cloawd (process or supply) piping systems. One pipe to be cantered within the firestop sysUm. A nom annular apace of 7/32 in. is required within the firestop sye. tem. Pipe to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Mstaelal'-Caulk-Min 1 In. thickness of fill material applied within the annulus, flush with both surfaces of wall. Tram• In*,•-TREMswp-WBM •��-,.1.-. �►.� 111 NI..-I11..�1...- \I�-I.t�.-. System No., WL1 0 F Rating - T Ratings ---0 and 3/ ere Item 2) 1. Well Assembly -The 2 hr fire -rated gypsum wallboard/stud well assembly shall be construct- ed of the materials and In the manner described In the Individual 0300 or U400 Series Wall or Partition Designs In the UL Fire Resistance Directory and shall include the following con- struction features: A. Studs -Well framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in, lumber spaced 18 in. OC with nom 2 by 4 in. lumber and plates and cross braces. Steal studs to be min 3-5/8 in. wide channels spaced max 24 In. OC. B. Wallboard. Gypsum* -Two layers of nom 5/8 In. thick gypsum wallboard as specified in the Individual 0300 and U400 Series Design in the UL Firs Resistance Directory. Max diem of opening Is 5-1/4. In. Diem of circular opening out through both layers of gypsum wallboard on each side of wall assembly to bs min 3/4 in. to max 1-1/2 In. larger then outside diem of pipe, conduit or tube. Side edge of through opening to be min 3 In. from nearest stud In wall cavity. 2. Pipe of Conduit --Nom 4 In. diem (or smaller) Schedule 10 for heavier) steel pipe, nom 4 in. diem or smaller) service weight for heavier) oast Iron Boll pipe, nom 4 In. diem (or smaller) Class 50 (or heavlor) ductile Iron pressure pipe, nom 4 In. diem (or smaller) steel conduit, nom 4 in. dism (or smaller) steel electrical metallic tubing or nom 2 in.. diem Type L (or heavier) .copper tubing. When steel, or iron pipe, -conduit or tube Is used, T Rating of firestop system (Item 3) is 3/4 h. When copper tubing Is used, T Rating of firestop system (Item 3) Is 0 h. A max of one pipe, conduit or tubs is permitted in the firestop system. Max annular space be- tween pipe, conduit or tube and edge of opening Is 3/4 in. Min annular space between pipe, conduit or tube and edge of opening Is zero in. (point contact). Pipe, conduit or tube to bs rig- idly supported on both aides of wall assembly. 3. Fill. Vold or Cavity Metarlsl•--Putty-Putty fill material installed to fill annular space throughout thickness of gypsum wallboard layers on each side of wall assembly. A min 1/4 In. diem bead of putty Is to be applied to the wall surface where the pipe,' condult or tube Is installed In point contact with the edge of the through opening. Putty Installed symmetrically on both sides of well assembly. Minnesota Mining i Mfg. Co. --Type MPS-2+putty 'Bearing the UL Classification Marking System No. WL2078 F Ratings --1 & 2 Hr (See Item 1) T Ratings -1 & 2 Hr (See Item 1) SE TION A -A I. Well Assembly -The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified In the Individual U300 or U400 Series Wali and Partition Designs in the UL firs Resistance Directory and shall include the construction fea. tures noted below. The hourly F Rating and T Rating of the firostop system Is equal to the hourly fire rating of the wall assembly in which It Is installed: A. Studs --Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist 00 nom 4 by 4 In. lumber spaced 18 In. OC. Stool studs to be min 2.1/2 In. wide and spaced max 24 In. OC. S. Wallboard, Gypsum' -Nom 5/8 In. thick gypsum wallboard, as specified in the Individual Wall and Partition Design. Max diem of opening Is 7 In. 2. Through-Ponetrants- Ons nonmetallic pipe, conduit or tubing to be installed within the firss- top system. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. Pipe or conduit .to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pips --Nom 8 in. diem (or smaller) Schedule 40 solid -core or cel. lular-cors PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. S. Chlorinated Polyvinyl Chlorlde (CPVC) Pipe -Nom 0 in. diem (or smaller) SOR 17 CPVC pipe for use In closed (process or supply) or vented (drain, waste or vent) piping systems, C. Acrylonitrile Butedlone etyron* (ASS) Plpe-Nam 0 in. diem (or smaller) Schedule 40 solid -core or cellular -core ABS pipe for use In closed (process or supply) or vented (drain, waste or vent) piping systems D. Flame Retardant Polypropylene (FRPP) PIPs -Nom 6 in. diem (or smaller) Schedule 40 FRPP pipe for use in closed (process orsupply) or vented (drain, waste or vers tett. d Piping sys- 3. Fir"top Device'-Firestop Collar-firestop collar shall be installed in accordance with the accompanying installation Instructions. Collar to be Installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. The mini- mum number of anchor hook used shall correspond with the nominal pipe diem (I.e. 0 anchor hooks for 8 in. diem pipe). The anchor hooks are to be •*cured to the surface of wall with 3/ 10 2.1/1 In. lore toggle bolts along with waAhers, HIM Construction Ch*mlCal&,Inc.-CP 642 60/1.6", CP 842 03/2", CP 642 g0/ 3, CP 842 1 10/4" or CP 842 100/6" Firestop Collar 'Bearing the UL Classification Marking System No007 F Ratings -1 and ere Item 1) T Rating- Hr L --►A WUI A -A I. Wall Assembly -The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be con. structed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design In the UL Fire Resistance Directory and shall include the following construction features: A. Stud* -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. In 2 h► fire rated assemblies, steel studs to be min 2-1/2 in. wide and spaced max 24 In. OC. In 1 hr fire -rated assemblies, stool studs to be min 3.5/8 In, wide and spaced max 24 In. OC. Max area of opening Is 180 sq In. with max dimension of 14 In. S. Wallboard Gypsum• --6/S In, thick, 4 h wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified In the Individual U300 or U400 Series Design In the UL Fire Resistance Di- rectory. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assem- bly In which it is installed. 2. $tee) Duct --Nom 12 by 12 in. (or smaller) No. 24 gauge (or heavier) stool duct to be contersd within the firestop system. A nom 1 In. annular space is required within the firostop system. Steel duct to be rigidly supported on both sides of wall assembly. 3. Flrwstop Systom-The firestop system shall consist of the following: A. Peaking M*twri*1--In 2 hr fire rated assemblies, min 3.1/2 In, thickness of min 4 pof min- •ral wool batt Insulation firmly packed Into opening as a permanent form. In 1 hr fir* ret. ed assemlles, 3-7/0 In. thickness of min 4 pef mineral wool batt insulation firmly packed into opening as permanent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill. Vold or Cavity M*terisl'- 4Walsnt-in 2 hr fire rated assemblies, min 3/4 In. thick- neas of fill material applied within the annulus, on both surfaces of wall. Additional fill ma- terial to be installed such that a min 1/4 in. thick crown Is formed around the penetrating Item and lapping a min 1/4 in. beyond the periphery of the opening. In 1 hr fire rated as' sombli*s, min 1/2 In. thickness of fill material applied within the annulus on both surfaces Of wall. Additional fill material to be Installed such that a min 1/2 In. thick crown is formed around the penetrating item and lapping a min 1/4 In. beyond the periphery of the opening. . Itnlatak --- l___ T.,..- 1 c System No. 1091 F Ratings -1 and ,(See Item 1) T Ratin r 1. Well Assembly -Th• 1 or 2 hr fir• -rated gypsum wallboard/stud wall assembly shall be Con- structed of the materials and In the manner described In the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall Include the following construction features: A. Studs -Wall framing may consist of either wood studs or stool channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2.1/2 in. wide and spaced max 24 in. OC. When stool studs are used and the diem of opening ex- ce•ds the width of stud cavity, the opening shall be framed on all sides using lengths of stool stud installed between the vertical studs and screw-ettachod to the stool studs at each and. The framed opening in the wall shall be 4 to 6 In. wider and 4 to 6 in. higher thanh t •dJam of the penetrating item such that, when the penetrating Item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating Item and the fram- ing in all four sides. B. Wallboard Gypsum' -6/8 In. thick. 4 h wide with square or tapered edges. The gypsum wallboard typo, thickness, number of layers, fastener type and sheet orientation shall be as specified In the Individual U300 or U400 Series Design In the UL Fire Assistance Di- rectory. Max diem of opening Is 24.5/8 In. for stool stud walls. Max disco of opening Is 14-1/2 in. for wood stud walls. The hourly F Rating of the firostop system is equal to the hourly fire rating of the wall assem- bly in which it is installed. 2. Through Penetrant -Ono metallic pipe, conduit or tubing to be Installed either concentrically or eccentrically within the firostop system. The annular space between pipe, conduit or tubing and the periphery of opening shall be min 1/8 in. to max 1/2 In. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following typos and sizes of metallic pipes, conduiUt or tubing may be used: A. Steel Pipe -Nom 24 in diem (or smaller) Schedule 10 for heavier) stool pipe. B. Iron Pipe -Nom 24 In. diem (or smaller) oast or ductile Iron pipe. C. Conduit -Nom 4 In, diem (or smaller) steel electrical metallic tubing or 0 in. diem stool conduit. D. Copper Tubing -Nom 6 in. diem (or smaller) Typo L (or heavier) copper tubing. E. Copper Plpe--Nom 6 In. diem for smaller) Regular (or heavier) copper pipe. 3. Flrestop System -The firestop system shall consist of the following: A. Packing Material--Mln 2 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from both our - faces of wall as required to accommodate the required thickness of fill material. 8. Fill, Vold or Cavity Material* -goalent-Min 1/4 in. thickness of fill material applied within the annulus on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. thick crown Is formed around the penetrating item and lapping a min 1/4 In. beyond the periphery of the opening, loolatok International -Type I "Soaring the UL Classification Marking System No. WL2085 F Rating -2 Hr T Rating --0 Hr SECTION A -A 1. Wall Assembly -The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and In the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construc- tion features: A, Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In. lumber spaced 16 In. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. S. Wallboard, Gypsum* -Two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diem of opening is 6-7/8 in. 2. Through-Ponetrants-On• nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 3/4 in. to max 1-5/8 in. Pipe to be rigidly supported on both sides of wall assembly. The following types and sixes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe -Nom 4 in. diem (or smaller) Schedule 40 solid -core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. 8. Chlorinated Polyvinyl Chloride (CPVC) Pipe --Nom 4 in. diem (or smaller) SDR 17 CPVC pipe for use In closed (process or supply) or vented (drain, waste or vent) piping systems. C. Aorylonitrllo Butodl•ne Styrene (ASS) Pipe Nom 4 In. diem (or smaller) Schedule 40 solid -core ASS pips for use in closed (process or supply) or vented (drain, waste or vont) piping systems. D. Electrical Nonmetallic Tubing(ENT)+-Nom 2 in. diem (or smaller) corrugated -wall electri- cal nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC). See Electrical Nonmetallic Tubing (FKHU) category In the Electrical Construction Materials Directory for names of manufacturers. E. Flexible Nonmetallic Conduit. Uquid-Tight(FNMC)+-Nom 2 in. diem for smaller) corru- gated -wall flexible nonmetallic conduit, liquid -tight (FNMC) constructed of polyvinyl chlo- ride (PVC). See Flexible Nonmetallic Conduit, Liquid -Tight (DXOQ) category In the Electrical Construction Materials Directory for names of manufacturers. 3. Flrestop System -The firestop system shall consist of the following: A. FIII, Vold or Cavity Material' -Wrap Strip -Nom 1/4 In. thick by 3 or 4 in. wide intu- meacent wrap strip, encapsulated and hermetically sealed In a metallized polyester foil. The width of the wrap strip and the number of wrap strip layers used is dependent on the diem of pipe, as shown in the following table. The layers of the wrap strip are tightly wrapped around the pipe. Wrap strip is to be recessed within the steel sleeve (Item 38) a max of 1-1/2 in. from both ends of steel sleeve for the 3 in. wide wrap strip and a max of 1 in. from both ends of stool sleeve for the 4 in. wide wrap strip. Nom Pipe Pipe Min No. of Wrap Wrap Strip Diem In. Type Strip Layers Width In. 1/2 to 2-1/2 PVC, CPVC 1 3 1/2 to 2 ABS, ENT, FNMC 1 3 2.1/2 to 3 ABS 2 4 3 PVC, CPVC 2 4 3-1/2 to 4 ABS, PVC, CPVC 3 4 Instant Firostop Mfg., Inc.-HIS240 B. Metallic Sleeve -Cylindrical sleeve fabricated from 0.018 in. thick (No. 28 gauge) galy shoot stool and having a min 1 in. lap along the longitudinal seam. Length of stool sleeve to be equal to thickness of wall. Sleeve is secured to outer circumference of wrap strip(s) with two min No. 18 AWG. Stool tie wires located 1 to 2 in. from each end of sleeve. The wrap strip/stool sleeve is slid Into the through opening, flush with both sides of the wall. The annular epee* between the stool sleeve and the periphery of the opening shall be a min 0 In. (point contact) to a max 7/8 In. C. Packing Material --Polyethylene backer rod friction -fitted Into annular space between the penetrating Item and the sleeve on one or both sides of the wall and recessed a 1/4 to 3/8 in. from each end of sleeve. D. Fill, Void or Cavity Motorial` -Sealant -Min 1-1/4 in. thickness of fill material applied within the annular space between the stool sleeve and the periphery of the opening, flush with both surfaces of wall. A 1/4 to 3/8 in. thickness of fill material applied within the Sri- nular space between the at*•t sleeve and the pip•, flush with both surfaces of wall. Instant Firestop Mfg. Inc. -344 -GG 'Bearing the UL Classification Marking System No. WL2011 (Formerly Syste 187) F Ratin T Rating-- r SECTION B -B 1. W&N Assombly-The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the marmw specified In this Individual U300 or U400 Swiss Wall and Partition Designs in the UL Fko Resistance Directory and shall include the following construc- tion features: A. studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 im lumbar spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced Max 24 in. OC. S. Wallboard, Dypeunv.--Two layers of nom 5/8 in. thick gypsum waUboard. as specified in the individual Wall and Partition Design. Max diem of opening is 2 in. 2. Eloctrk al Nonmetallic Tubing--hom 1/2 in. diem electrical nonmetallic tubing centered in opening. Tubing to be installod in accordance with Article 331 of the National Electrical Code (NFPA No. 74 A nom annular space of 5/8 in. is squired within the firestop system. Tubing to be rigidly supported on both sides of wall assembly. 3. Firwstop system --The f tostop system shall consist of the following: A. Fill. Void or Cavity MetwMl•-Putty-Min 1-1/2 in. thickness of fill material applied within the annulus. on both surfaces of wall. Additionall fill material to be installed such that a min 1/8 in. crown is formed around the penetrating item. Nelson Fksstop Producto-Type FSP Putty +Bening the UL Listing Mark "Bearing the UL Classification Marking System NW4Hr 087 F Ratings -1 and00 Item 1) T Rating" andSee Item 1) F I 1. Well Assembly -The fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Well and Partition Designs in the UL Fin Resistance Dkectory and shall inciuds the following construct tion features: A. Studs -Wall framing may consist of Sithe wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In, lumber spaced 18 in. OC. Steal studs to be min 3-1/2 f& wide and spaced max 24 In. OC. a. Wallboard Oypaum'-Thicknow type, number of layers and fasteners as required in the individual Wall and Partition Design. Diem of opening is max 1/2 in, larger than the out. side diem of steel &leave ptem 3AI. The hourly F Rating of the firestop system is equal to the hourly fin rating of the WON assembly In WNM It is InStallet The T Ratings aro 0 and 1/2 hr when iratellod in 1 hr and 2 hr rated walla, respectively. 2. Through Penetrant* -Ono nonmetallic pipe or conduit to be centered within the firestop sys. tem. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The pipe or conduit may be installed at an angle not greater than 46 degrees from perpendicular. The following typos and she& of nonmetallic pipes or conduits may be used: A. Nom 4 In. diem (or smaller) Schedule 40 solid cora or cellular core polyvinyl chlorldo(PVC) Pte• S. Nom 4 in. diem (or smaller) SDR 17 chlorinatod polyvinyl chloride (CPVC) pipe. C. Nom 4 in. diem (or smaller) Schedule 40 (or hoavior) solid cors or cellular core acryloni. trite butadiene styrene (ASS) pipe. 3. Fbostop system --The firestop system shall consist of the following: A. Metallic Sioew--Cylindrical &I**" fabricated from min 0.019 in. thick 126 gauge) gals shoot steel and having a min 1 in. lap along the longitudinal seam. Sleeve to extend a min of 2 in. beyond both sides of the wall. The inside diem of the sleeve shall be larger than outside diem of nonmetallic pipe or conduit such that an annular space will be present be. twoon the stool &Jews and the pipe around the entire circumference of the pips to aaCOm- modata the layor(s) of wrap strips (Item 3814 The annular space between the outside of the wrap strip IsVWW and the inside of the &leave shall be min 0 In, to max 1/4 in. The annu. lar spec* between the outside of the also" and the periphery of the opening Shan be min 0 in. to max 1/2 in. B. FUL Void or Cavity Materials' --Wrap strip --Nom 1/4 in. thick intumescent eiastomoric material faced on one sides with aluminum foil, supplied in 2 In wide strips. Nom 2 in. wide strips tightly wrapped around nonmetallic pipe (foil side *xpceed) and slid into sleeve on both side* of wall such that the outer edges of wrap strips are flush with the outer edges of the slwww. For nom 1/2 in. to nom 1-1/2 in. diem pip**, a min of once lay. ver of wrap strip is required. For nom 2. 2-1/2 in. and 3 in. diem pipes, a min of two lave" of wrap strip is required. For nom 3-1/2 In. and 4 In. diem pipes. a min of three layers of wrap strip is requkwd. Each favor of wrap strip to be installed with butted seem with but. t*d seams In suco"alve layers staggered. Wrap Strip layers hold in position using slumi. num foil tape, MW cake tie, or equivalent. A min 1/2 in, wide stainless BUN hose Clamp Mail be "cured around the outside M the sleeve over the Canter of ft wrap strips on both ands of the Slee". Minnesota Mining i Mfg. Co. -Type FS -195+ C. FUL Vold or Cavity M4t0risl8•-Csulk--MIn thickness of 6/8 in. and 1-1/4 in. few 1 and 2 hr rated wall assemblies, respectively, applied within annulus between matslk sloevo and periphery of the opening, flush with both surfaces of wan assembly. At the point Con. tact location between sleeve and gypsum wallboard, a min 1/2 in diem bud of caulk shall be applied at the slwove/wallboard interface on both surfaces 0# wall assembly. A min 1/4 in. bead of caulk shall also be applied over the outer edges of the rap strips and within the annular Space botweew n the wrap strip and sleeve on both &ides w wall. Minnesota Mining i Mfg. Co. -Types CP 25WB+ 'Sewing the UL Classification Marking ��1nR 1� tr CL og �5 Z41 9 W J v � U NN 4 O W O IN - o J •16o Z V 0 Z m J O CL Z LUN lit p 01 VIIs C V a� a. O W DC Q 6 UL. FR -2 I Design No. U425 (For Exterior Waft, Ratings Applicable For Exposure To Fire On Interior Face Only, (See Items 4 snO 5) Bearing Wall Rating -46 Min, 1, 1-1/2 ONK (See Items, 2 and 4) INTERIOR WALL HORIZONTAL 19CTION orb EXTERN WALL INTERIOR ( FIRE) $IDE HORIZONTAL SECTION 1. Steel Floor and Calling Tracks-gNot Shown} -Top and bottom tracks of wall assemblies shall 0.038 In. thick) o. 20 MSG 0.033 consist of steel members, min No. 20 GSG ( a 1 alv steel or N g In. thick) primed steel, that provide a sound structural connection between steal studs, and to adjacent assemblies such as a floor, ceiling, and/or other wells. Attached to flow and ceiling assemblies with steal fasteners spaced not greater than 24 in. O.C. min 3- in. min N .0 8 in. I studs wide o 20 GSG 0 3 2. Stall Studs,--Corrosion-protected stag /• , thick) gaiv steal or No. 20 MSG (0.033 in. thick) primed steel, cold -formed, shall be designed In accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by to American Iron and Steel Institute. Ail design details enhanc- ing the structural Integrity of the wall assembly, including the axial design load of the studs, shall be ss specified by the steel stud designor and/or producer, and shall meet the require- ments of all applicable loom **do agencies. The max stud spacing of wall assemblies shall not exceed 24 In. OC (or 18 In. OC - Sea hem 5c). Studs attached to floor and ceiling tracks with 1/2 In. long Type S-12 pan head, self -drilling, seal -tapping stool screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 3. Lataral Support Membere--(Nat slwwnj-Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as *pacified In the design of a particular steel stud well system. 4. Wallboard, Gypsum' -Gypsum wallboard bearing the UU Classification Marking as to Fire Re- sistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer con- struction may be applied horizontally. The thickness and number of layers and percent of de- sign load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows: Interior Walls Wallboard Protection Both Sellae of WON - lik mbar of Layers and Thickness Percent of Rating of Boards In Each Layer Deep Load 45 min • 1 layer, 1/2 in. thick 100 1 hr • 1 layer, 5/8 in. thick 100 1-1/2 hr •2 layers, 1/2 In.thick 100 2 hr •2 layers, 5/8 in. thick or 80 • 3 layers, 1/2 in. thick 100 •2 layers. 3/4 in. thick 100 "Ratings applicable to assemblies serving as exterior wells where Classified fire resistive gypsum sheathing type weliboard is subs0tuted on the exterior face. Exterior Walls Wal>rMMIll Protestlon on ihleflor slide of Wall - almilar of Layers and Thickness Percent of Re" of Boards In Each Layer Door LOW 45 min 1 layer, 5/8 in. thick 100 1 hr 2 layers, 1/2 in. thick 100 1-1/2 hr 2 layers, 5/8 in. thick 100 2 hr 3 layers, 1/2 in. thick 100 2 layers, 3/4 in. thick 100 See Wallboard Gypsum (CKNX) Category for names of Classified Companies of 1/2 in. or 5/ 8 In. thick wallboard. gee below for Classified Company of 3/4 In. thick wallboard. United states Gypsum Co-ULTRACODE or Type 11043. 4A, WaRboont Gypsum• --(A* on alternate to 5/8 in. thick wallboards in Item 4y -Nom 3/4 in. thick. United States Gypsum Co. -Type AR. United States Gypsum Co, Type WSX. 5. Gypsum Shesithkng--For exterior walls, 1/2 or 5/8 in. thick exterior regular gypsum sheath- ing applied vertically and attached to suds and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 In. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing. A. Siding. Brick, or Stu000--Muminum slding, steel siding, brick veneer, or stucco attached to studs overypsum sheathing and meeting the requirements of local code agencies. When a min 3.3/4 In. thick brick veneer facing Is used, the Exterior Wall Rating Is applica• ble with exposure on either face. Brick veneer wall attached to studs with corrugated met- al wall ties attached to each stud with steel screw&, not more than each sixth course of brick. ' B. Mineral and Fiber Soords'-Exterior hardboard paneling, chemically treated over gypsum sheathing with primed w finished face, 7/16 in. thick by 48 in. wide. Attached to studs over gypsum sheathing with 1-7/8 In. long buglshead TEK fasteners 16 in. OC at the in- tormediate supports Or, oxterbr lap siding, chemically treated, 7/16 In. thick by 8 in. or 12 in. wide. Attached to studs with 1-7/8 In. long, buglehead Type TEK fasteners at each lap. Panels lapped minimum 1 in. Masonite Corp. -Type FT. C. Cementkthwe Backer Unita' -1/2 or 5/8 in. thick, square edge boards, attached to stool studs over gypsum sheathing with 1.6/8 In. long, Type 8.12, corrosion resistant, self -tap- ping wafer head steel screws, spaced S In. OC. Studs spaced a max of 18 In. OC. Joints covered with glass fiber mesh tape. United Stat" Gypsum Co,-Durock Exterior Cement Board or Durock Cement Board. TEC Inc. -Type TEC. D. Wallboard, Gypsum" --(Not Shown, As an alternate to Item 5C► -5/8 in. thick installed vertically with 1-5/8 in. long Type S-12 stool screws spaced 12 in. OC along the edges and in the field. Joint covering (Item 8) not required. United States Gypsum Co --Type WSX. 6. Fastener* -{Not Shown} -Screws used to attach wallboard to studs: self -tapping bugle head shoot steel type, spaced 12 in, O.C. First layer Type 5.12 by 1 In. long for 1/2 and 5/8 In, thick wallboards and 1.1/4 In, long for 3/4 In. thick wallboard. second layer Type 8-12 by 1- 5/8 In. Ione for 1/2 and 5/8 in. thick wallboards and 2-1/4 In. long for 3/4 In. thick well. board. Third layer Type S.12 by 1-7/8 In. long. 7. Bath and Slenkets•-Plsaed in stud cavities of all exterior walls. May or may not be used in interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification Mark- ing as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets (MZ) Category for names of Classified Companies. S. Joint Tape and Compound--(NotShown)-Vinyl or casein, dry or premixed joint compound applied In two coats to joints and sarewheads of outer layer. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer layer. •Roaring the UL Classification Marking Design No. U43 Nonbearing Wall Rating%W-111, V • i • CEILING p 11 I. Floor and Calling Runnera--'J""-shapod runner, 2-1/2 In. wide with unequal logs of 1 in. and 2 In., fabricated from 24 MSG gsly steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. O.C. 11A. As an alternate to Item 1 Ceiling Runners -24 MSG min gaiv stool, width to accommodate stud, with 3 or 4 In. togs offset at midpoint to accommatt• wall cladding thickness. Attached to ceiling with fasteners spaced 24 in. O.C. The wall cls ing •hall overlap wallboard 1-i/4 In, min. Fire Trek Corp. 2. Stool Studs -"C -H" -shaped studs, 2-1/2 In. wide by 1-1/2 In. deep, fabricated from 25 MSG gaiv stool. Cut to lengths 3/8 to 1/2 In. loss than floor -to -calling height and spaced 24 in. or 600 mm O.C. 2A. Stool Studs --(Not shown) -'"E" -shaped studs Installed in place of "C -H" -shaped studs (Item 2) around fire rated openings. Fabricated from 25 MSG glov steel, 2-1/2 In. wide, with one log 1 In. long and twotogs 3/4 in. long. Shorter logo 1 In. span to engage gypsum liner panels. Cut to lengths 3/8 In. less than floor to coiling height. Sill and lintel of opening formed with "J"- *haped runners (Item 1) secured to "E"-ahspod studs with angle clips and steel *crows. 3. Wallboard, Gypsum• -1 in. thick gypsum wallboard liner panels, supplied In nom 24 in. or 800 mm (for metria spacing) widths. Panels cut 1 in. loss in length than floor -to -coiling height. Vertical edges Inserted In "H"-shsp•d section of "C -H" studs. Free edge of and panels at- tached to long lag of "J" -runners with 1.5/8 In. long Typo S self -drilling, self -tapping bugle hood stool screws spaced not greater than 12 in. O.C. Canadian Gypsum Co. -Type SLX. United States Gypsum Co. -Type SLX. 4. Wallboard, Gypsum' -1/2 In. thick, 4 ft. or 1200 mm (for metric spacing) wide wallboard ap- plied vertically in two layers. Inner or base layer attached to studs with 1 in. long Type S self - drilling, self -tapping bugle hood steel screws spaced 24 In. OC along the edges and in the field of the boards. Outer or face layer attached to studs and "J" -runners with 1-5/8 in. long Type S self -drilling, "if -tapping bugle hood steel screws spaced 12 In. along the edges and in the field of the boards, staggered from screws In inner layer. Joints between Inner and outer layers staggered. Outer layer joints covered with paper tape and joint compound. ixposed *crow heads covered with joint compound. As an alternate method, Inner wallboard layer applied vertically, outer wallboard layer applied horizontally. Inner layer attached to studs with 1 In. Type S stool screws spaced 24 In. OC along vertical edges and In the field. Outer layer attached to the studs and "J" runners over the Inner layer with 1-5/8 In. long Type S self -drilling, self tapping bugle head stool screws spaced 12 in. OC in the field, along the vortical edges and to the floor and ceiling runners. Outer layer secured to Inner layer wallboard with 1-1/2 In. long Type G steel *crews located midway between studs and 1 In. from the horizontal joint. Sorel Gypsum Inc. -Type BG -C. Canadian Gypsum Co., Ltd. -Type C. Celotax Corp. --Type FRP. Continental Gypsum Company --Type CG -C. Domtar Gypsum --Typo 5. Eag"ypeum Products -Typo EG -C. GeorgWftallflo Corp., Gypsum Div. -Type GPFS-C. Peboo Gypsum Co. -Types PG -C. Republic Gypsum Ca -Type A". Standard Gypsum Corp. --Type SG -C, T*mpledniand Forst Products Carp. -Type TP -5. United States Gypsum Co. --Type C. 4A. Wallboard Gypsum* -(As an alternate to Item 4}--6/8 in. thick, 4 ft wide. Attached to furring channels and steal studs as described in Item 5. United States Gypsum Co. -Typo AR. S. Batts and Slankota•--{Optlonsl)--(Not shown --Mineral wool or glass fiber balls partially or completely filling stud cavity. Any mineral wool or glass fiber batt material bearing the UL Classification Marking as to Fire Resistance. •Bearing the UL Classification Marking Design No. U405 Nonbearing Wall Rating --1 HR. © © 0 Q ���rriMifrlGisi 0 1. Floor and Coiling Runners --(not shown} -Channel shaped runners, 3-5/8 In. wide (min), 1-1/4 In. lops, formed from No. 25 MSG (min) gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1A. As an alternate to Item 1 Ceiling Runner' -25 MSG min gaiv steel width to accomodate stud, with 3 or 4 in. legs offset at midpoint 5/8 In. to accomodate wall cladding thickness. At- tached to calling with fasteners spaced 24 in. OC. The wall cladding shall overlap wallboard 1-1/4 in. min. Fire Trek Corp. 2. Steel Studs-Chennel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from No. 25 MSG (min) gaiv steel spaced 24 in. OC max. 3. Batts and Blankets•--(Optional}-Mineral wool or glass fiber batt* partially or completely fill - Ing stud cavity, See Batts and Blankets (BZJZ) category for names of Classified componies. 4. Wallboard, Gypsum' -5/8 in. thick, 4 ft wide, attached to steel studs and floor and coiling track with 1 In. long, Type S self -tapping steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field cf the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 8 (furring channels), wallboard is screw at- tached to furring channels with 1 in. long, type S steel screws spaced 12 in. OC. Sorel Gypsum Inc. -Type BG -C. Canadian Gypsum Co., Ltd. -Typos C, SCX, SHX, WRX. Continental Gypsum Company -Type CG -C. Domtar Gypsum Inc. --Typo 5 or C. Eagle -Gypsum Products --Type EG -C. Georgia-Pacific Corp., Gypsum Div. -Type GPFS-6 or GPFS-C. National Gypsum Co., Charlotte, NC -Types FSK -G, FSW-G. National Gypsum Co., Riyadh, Saudi Arabia -Type FR or WR. Pabco Gypsum Co. -Type PG -C. Republic Gypsum Co. --Type RG -C. Standard Gypsum Corp. --Type SG -C. Tomplo4nland Forest Products Corp. -Type TP -5. United States Gypsum Co. -Type AR, C, IP -X2, SCX; SHX, WRC or WRX, Westroo Industries Ltd. -Type Westroc Fireboard. 4A. Wallboard, Gypsum' --(As an alternate to item 4"om 3/4 In. thick, 4 ft wide, installed as described In Item 4 with screw length increased to 1-1/4 in. United states Gypsum Co. -Type AR. 48. Wallboard, Gypsum• -(As an alternate to Items 4 and 4A) --5/8 In, thick Installed of de. scribed In Item 4, Joint covering (Item 6) not required. United states Gypsum Co. -Type WSX. 5. Joint Tape and Compound -Vinyl, dry or premixed joint compound, applied In two coats to joint* and screw heads; paper taps, 2 in. wide, embedded In first layer of compound over all joints. As an alternate, nominal 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 8. Furring Channe"Optional-Not Shawn} -Resilient 25 MSG gaiv steel furring channels spaced vertically max 24 in. OC, flange portion attached to each Intersecting stud with 1/2 in. long type S-12 pan -head steel screws. "Bearing the UL Classification Marking Design No. U491 Nonbearing Wall Ratjn 1. Floor and Calling Runner -(Not Shown), --Channel shaped, fabricated from min No. 25 MSG gaiv steel, 1 In. deep and 3.1/2 in. wide. Attached to floor and coiling with steel fasteners Wooed 24 in. OC. 1A. As an alternate to Item I Calling Runner• -25 MSG min gaiv steel, width to accommodate stud, with 3 or 4 in. lags offset at midpoint 3/4 M. to accommodate wail cladding thickness. Attached to ceiling with fasteners spaced 24 in. O.C. The wall cladding shah overlap wall- board 1-1/4 in. min. Fire Trek Corp. 2. Steal Studs --Channel shaped, min 3-1/2 in. wide by 1-1/4 in. deep with 1/4 In. folded back return flange legs. Fabricated from min No, 26 MSG gaiv steal. Max stud spacing 24 in. OC. Studs to be cut 3/4 in. Is" than assembly height. Steel suds friction fitted into floor and ceil- ing runners (Item 1). 3. Batts and Blankets* -Nam 3 in. thick mineral wool betts, friction fitted between the studs and floor and ceiling runners. USO Interiors Inc. -Type SAFE 4. Wallboard. Gypsum* -3/4 in. thick, 4 ft wide. One layer of wallboard to be applied vertically on each side with joints centered over studs and staggered on opposite sides of studs. Wall- board secured with 1-1/4 in. long Type S self -drilling. solf-tapping steel screws spaced 8 in. OC along the perimeter and 12 in. OC in the field. Screws along side joints offset 4 in. Canadian Gypsum Co.-ULTRACODE United States Gypsum Co.-ULTRACODE or Type tP-X3. 6. Joint Tape and Compound -(Not Shown)--Joknta covered with joint compound and paper or mesh tape. Screwheads covered with joint compound. 'Bearing the UL Classification Marking Design No. U492 Nonbearing Wall Ratan 1. skis. Flow and CelUn9 Runners-"J"-"apod. 4 in, wide with unequal Hags of t M. and 2 In., fabricated from 25 MSG pair steel. Runners positkmed with short lag toward finished skis of wall. Runner attached to structural supports with a" fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. IA. As an alternate to Item 1 CoNing Runner• --25 MSG titin gals steel, width to acconnrrhodata stud, with 3 or 4 In. legs offset one side at midpoint to acootrhtmodate wall cladding thickness. Attached to ceiling with fasteners spaced 24 In, O.C. The wa>M cladding ahskl overlap waits board 1-1/4 in. min. Fke Trak Corp. 2. steel Stud* -"C -H" -shaped studs, 4 M. wide by 1-1/2 in. deep, fabricated from 25 MSG gehr steel. Cut to length 3/6 to 1/2 In. Was than floor-tooailing height and spaced 24 In. OC. 2A. steal Btuds- Not Shown►-"111*%ehoped studs Installed in place of "C44" - shaped studs prem 2) around fire rated openings. Fabricated from 26 MSG gahr steel. 4 in. wide, with one leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 M. apart to engage gypsum liner panels. Gut to lengths 3/8 in. less than Noor to ceiling height. SUI and lintel of opening formed with "J" - shaped runners (Item 1) secured-ahaped rurwnera jhem 1) secured to -E"-ahaped studs with an- gle clips and stall screws. 3. Botts and Blankets• --loin 3 in. thick mineral wool Batts, friction fitted between the studs and flow and ceiling runners. USG Interiors„ Inc. --Type SAFE 4. Wallboard, Gypsum• --1 in. thick gypsum wallboard liner panes, supplied M nom 24 in, widths. Panels cut 1 in. less in length than floc-10•ceding height. Vertical *does inserted in "W-shaped section of "C -H" studs. Fres *does of end panels attached to long lag of-J".run- n*rs with 1-5/8 In. long Type S self -drilling. s04apping bugle head steel screws speo•d not greater than 12 In. OC. United states Gypsum Co. -Type SLX. 5. Wallboard Gypsum• -3/4 in. thick 4 h wide. applied vertically and secured with 1.1/4 in. long Typo S self -drilling, self -tapping a" screw* spaced 8 in. OC along the perimeter and 12 In. OC in the field. Screws along aid* joints offset 4 In. Canadian Gypsum Ca-ULTRACODE United gtates Gypsum Co.-,ULTRACODE or Type "3. 6. Joint Tape and Compound -{Not Shown)- - use with Type ULTRACODE gypsum wallboard compound, - joints covered with joint compound and paper of mesh tap*. covered with joint 'Bearing the UL Classification Marking i 70. F p a. g • Z Z Z L° 0- W W J c� 00 0. t./7 DG W D V"1 i, ...� it %( /) Z cc w ..... .J °C O 101"• Z 1.!' lie � IQ S r Z 100100Z O ra.■a LJ yy � }� ¢ Z 1: Lasa .fl li n FR63 e Design No. U904 Bearing Wall Rating— Nonbearing Wall Rating. 3/y0# 1., Q 'l. r• • �. 0 7-5/8" MIN. 1:0, o i 1 3 a a Horizontal Section 1. Concrete Blocks* --Various designs. Classification C-3 (3 hr). See Concrete Mlooks ootegory for list of eligible manufacturers. 2. Mortar ---Blocks laid In full bad of mortar, nom. 3/8 In. thick. of not less than 2-1/4 and not more then 3.1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by vol- ume) and not more then 50 percent hydrated lime (by cement volume). Vertical joints stag- gered. 3. Portland Cement Stucco or Gypsum Platter -,Add 1/2 hr to Classification If used. 4. Loose Masonry Fill-tf all cora spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Klin Process), water repellant vermiculite masonry fill Insulation, or silicon* treated parllte loose fill Insulation add 1 hr to Classification. 'Bearing the UL Classification Marking Design No. 0901 Bearing Wall Ratin _,,,�`-"'3/<' Nonbearing Wall Rating-- ••� • � �. � •!..• � • , �.• .,1� . �. . •,: r asap. �.•../''� : • 3 t 4 . horizontal Section Q 1. Concrete Blocks* --Various designs. Classification D-2 (2 hr). gee Concrete $bake category for list of sliglbe manufacturers. 2. Morter--*looks laid In full bad of mortar, nom. 3/8 In. thick, of not lass than 2.1/4 and not more then 3.1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by Vol. ume) and not more than 50 percent hydrated lima (by cement volume). Vertical joints stag - gored. 3. Portland Cement atua w or Gypwm Plaster -Add 1/2 hr to Classification N used. Where combustible members are framed In wall, piaster or stucco must be applied on the face oppo- site framing to achieve a max. Classification of 1.1/2 hr. 4. Loose Masonry Fil"f all core spaces are filled with loo" dry expanded slag, expanded Clay or shale (Rotary Kiln Process), water repellant vermloulhs masonry fill Insulation, or silicone treated parllte loose fill Insulation add 2 hr to classification. 'Bearing the UL Classification Marking Design . No. UO 10 Owing Wali Rating -4 MR. Nonbearing Wall Rating -•-4 HR. WAP T 8/S" Mo. t4'------7 I. Concrete Mlocka =Various designs. Clasaffica ion D-2 (2 hrj. Sea Conwaft Blacks category for list of eligible manufacturers. 2. Morgrn 41ocks laid In full bed of mortar. nom. 3/8 in. thick, of not less than 2.1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Portland oement ed by volume) and not mon thrn 60 percent hydrated lime (by oemsM volludttsj. Ve�itapgend. 3. Purd Channels -Min 0.018 In. thick (25 gauge) gahr steel. 143/8 In. wide on top and 2-3/4 in. wide at bottom by 7/8 In. deep. Spaced 24 In. OC pa poWiculer to Noor with a channel parallel to and approximately 3 In. above Noor and 3 in. below osping. Cleennoe between ver. tical and horizontal channels 1/2 In. 4. Channel Featenere-1.1/4 In, long masonry screw* with 3/14 In. body and 8/10 In. diameter head. Fasteners spaced 24 In, OC wth the fasteners staggered on sash lart8 leg of the furring channel. S. fa te��(IteCm� G •ywide, plaster not more than secured1 /110 M. thick may be applied to wallboard In addition to joint treatment. Berm Gypsum Inar•Type B". Conodlen Oypeum G.. Ltd. -Type C. Calatax Carp'• -Type FRP. ContkmUi Gypwm Company -Type CG -C. Domter GypwAw -Type 8. Ealwaypewm Pro1ota-Type EG -C. GaarglaPooifls Carp., Gypwm Dive -Type OPFS-C. Paboo 0 Ca -Type Kli C. RepuMb Oypom Ca --Type A04. Standard Gypsum C w1o, --Type S". Temple4niand Forest Pnduata Carp, -Type TF4. United Stabs Gypsum Ce. ­Types C. "L 0. Wallboard Feetsnere-.1 In. long, so"rilling. sold-bpping steal screws with bugle heads. Fa♦ tenon attached to each furring channel and apexed i In. OC' at bun joints and 12 1n. OC M the field of the board pors1W with fuming channels. Clearance between fesbnen and edge$ of wallboard 3/4 In. 7. Joint Syetan--(Not shown►--Fsper tape embedded M oamentitious compound over joints. Pus perat fMr�ed exposed serer heads oo"oed with two layers of oompound. 111119"oo ga of atpound 'Bearing the UL Clasedicatlon Marking I 7-S/8' MIN. 7/8'I 1/2T Design No. U914 Bearing Wali Rating --A Nonbearing Wail Rating-- �+----•----- 24' 1. Concrete Shaka =Various designs. Classification D-2 (2 hr). See Cowneb Oksoka category for list of eligibe manWaoturors. 2. Mortar -clocks Iaid in full bed of mortar, nom 3/8 In. thick of not Is" than 2.1/4 and not more than 3.1/2 parts clean sharp sand to 1 pan Portland cement (praportionsd by volume) and not mon then 80 percent hydratsd Ilene (by cement voluma). Vertical joints staggered. 3. Furrkq ChesmWe. -Min 0.018 M. thick (2E gauge) gals atoll. 1.3/8 In. wide on top and 2.3/4 In. wide at bottom by 7/8 in. deep. Speoed 24 In. OC pw"ndlcular to Noor with a channel parallel to and approximately 3 In. above floor and 3 M. below oolMg. Clearances between ver- tical and horizontal channels 1/2 In. 4. Channel Feetanore-1.1/4 In. I- masonry screws with 3/16 M. body and 6/14 In. diameter head. Fasteners spaced 24 In. 0. wth tha fasteners staggered on "oh long leg of the fur• ring channel. 8. Wallboard, Gypsum* -1/2 In. thick, 4 h wide, secured to fuMng ohenneh with wallboard fee. tenon (tern 0). Gypsum pleetsr not more than 1/14 in. thick may be apped to wallboard in addition to joint treatment. Doral Gypsum Ines --Type DOZ. Canadlen a Ce.. Ltd --type c. Continental= Company -Type CG -C. Doenbr 0ype m Inas-Type 8. 8agl-Gypsum Pteduote-type EGi-C.- Oeorge-Psolfie Cory.. Gypsum Div. -Typo OPF". Pebee 0ypwr�+ CO,-- PGI•C. RepuMe Oypwm Ce. Nt C. Standard Oypeom Carp.• -Type SG -C. Tempk4nland Face; Preweta Carpo -Type TF -6. Unlbd Simi. Gypsum Coo -Types C. IF -X2. 0. Wallboard Festenere--1 In. kong, "*4diling, seif•tapping steel sones with bugle heads. Fw toners attached to each furring channel and spaced S In. OC at butt joints and 12 In. OC M the field of the board parallel with furring channels. Chwranoe betw 000n fasteners and edges of wallboard 3/4 M. 7. Joint Syebm_~ ehew9*-•raper tape embedded in conmmv ltkws compound over joints. Paper tape and exposed screw heads oovored with two layers of compound. Edges of Com• pound feathered out. •Bearing the UL Clasediastkon Marking r jd 14k k'l �op� Z Z �g CL W J p Q N W V ZV m W Z CL l/7 7 73!gii! 1!a c Z � dZ H ~ W CL FRw4 r 0 Q S 0 0 M 0 c� �n 0 c� V) V) U r Y U r Y (N Y M Y V) N Y N Y X 0 J 0 0 LL) n u� N J LL_ n rl L0 r L0 cii 4, w x r� N �i rn rn N 0 4 0 I II 0 I a T r UO .J SPRINGHILL SUITES - GRAPHIC STANDARDS PART 1 - GENERAL 1.01 - WORK INCLUDED A. GRAPHIC PLAQUE5,CHARACTER5 AND ACCESSORIES. B. MOUNTING DEVICES, FITTINGS. C. PREPARATION OF ALL CAMERA -READ ARTWORK NEEDED TO PRODUCE THE COMPLETE GRAPHICS PACKAGE, UNLESS OTHERWISE NOTED. D. INSTALLATION AS DIRECTED BY OWNER- 1.03 WNER1.03 - QUALITY ASSURANCE A. GRAPHIC SIGNS SHALL CONFORM TO STATE AND LOCAL CODE REGULATIONS AND REQUIREMENTS. ALL ELEMENTS INCLUDING MATERIALS FABRICATION MOUNTING AND INSTALLATION SHALL CONFORM. B. ALL ITEMS SHALL UTILIZE THE HIGHEST STANDARDS OF PROFESSIONAL WORKMANSHIP AND PRACTICES. 1.04 - 5UBMITTAL5 A. PRIOR TO FABRICATION, THE VENDOR SHALL SUBMIT SEPIA -TYPE SHOP DRAWINGS ILLUSTRATING INTENDED CONSTRUCTION MATERIALS, METHODS, FASTENERS, AND FINISHES. THE DRAWINGS SHALL BE COMPLETE IN NATURE INCLUDING BUT NOT LIMITED TO SECTIONS, ELEVATIONS, DETAILS, FACE LAYOUTS AND FIN15H NOTES. TWO NIGH -QUALITY COPIES OF ALL CAMERA- READY ARTWORK AT ACTUAL 51ZE MUST BE SUBMITTED FOR EACH SEPARATE SIGN TYPE. ACTUAL WORK SAMPLES WILL BE ACCEPTED IN LIEU OF CAMERA-READY ARTWORK. THE PURPOSE OF THESE DRAWINGS I5 TO ALLOW THE REVIEW THE FABRICATOR'S INTENDED METHODS OF CONSTRUCTION PRIOR TO COMMENCEMENT OF ACTUAL FABRICATION OF THE GRAPHICS PROGRAM. B. SUBMIT DRAWINGS TO OWNER'S GRAPHICS, INTERIOR DESIGN DEPARTMENT THROUGH THE OWNER'S PROCUREMENT REPRESENTATIVE. SPECIFIC INSTRUCTIONS WILL BE GIVEN BY THE PROCUREMENT REPRESENTATIVE. C. QUESTIONS RELATED TO THE PROJECT SHALL BE DIRECTED TO THE PROCUREMENT REPRESENTATIVE AT (301) 380-4203 OR 380-4204, ALL CLARIFICATIONS ARE TO BE PROVIDED BY OWNER'S GRAPHIC THROUGH THE PROCUREMENT DEPARTMENT ONLY. D. PROVIDE A WRITTEN FABRICATION, DELIVERY AND INSTALLATION SCHEDULE TO OWNER'S PROCUREMENT REPRESENTATIVE. THE 5CHEDULE MUST CONFORM TO OWNER'S SCHEDULE REQUIREMENT5. 105 - PACKAGING, DELIVERY, STORAGE AND HANDLING A. TH15 CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF DELIVERY OF ALL MATERIALS COMPRISING THE COMPLETE GRAPHICS PACKAGE. NO MATERIALS SHALL BE STORED WITHOUT THE APPROVAL OF THE OWNER'S PROCUREMENT REPRESENTATIVE. THIS CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT HI5 MATERIALS AND 15 RESPONSIBLE FOR SAME UNTIL INSTALLED, INSPECTED AND ACCEPTED IN WRITING BY AN OWNER REPRESENTATIVE. lore - JOB CONDITIONS A. INSPECTION 1, THIS CONTRACTOR IS TO EXAMNE AREAS FOR CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE DELIVERY AND INSTALLATION WORK REPORT ALL SUCH FINDIN635 TO THE PROCUREMENT REPRESENTATIVE IMMEDIATELY. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED OR UNTIL ADVISED IN WRITING BY THE PROCUREMENT REPRESENTATIVE. 2. STARTING WORK CONSTITUTES ACCEPTANCE OF THE CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMED. AFTER SUCH ACCEPTANCE THIS CONTRACTOR SHALL, AT HIS OWN EXPENSE, BE RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY AND DEFECTIVE WORK RESULTING FROM SUCH UNSATISFACTORY CONDITIONS_ B. TH15 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES AFFECTED BY PIS WORK AND SHALL BE FULLY COGNIZANT OF THEIR REQUIREMENTS AS PERTAINING TO HI5 WORK C_ THIS CONTRACTOR SHALL PERFORM ALL CUTTING AND FITTING NECE55ARY FOR IN5TALLATION AND COMPLETION OF THE WORK WHILE ACCOMMODATING THE WORK OF OTHER TRADES. ANY DAMAGE TO EXISTING SURFACES OR FINISHES BY WORK OF THIS CONTRACTOR SHALL BE REPAIRED IMMEDIATELY AT NO C05T TO OWNER. 1.01 - WARRANTIES A. ALL MATERIALS, FINISHES AND WORKMANSHIP SHALL BE WARRANTED FOR A PERIOD OF TWO (2) YEARS AFTER FINAL ACCEPTANCE OF THE WORK, IF DURING THE WARRANTEE PERIOD, AN DEFECTS OR FAULTY MATERIALS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY PROCEED AT HIS OWN EXPENSE TO REPLACE AND/OR REPAIR SAME AT NO COST TO OWNER ROOM SIDE ELEVATION (INSWING DOOR) R3 1/Y = ire PART 2 - PRODUCTS 2.01- ACRYLIC SHALL BE AS PRODUCED BY ROHM AND HAAS OR APPROVED EQUAL. ALL ACRYLIC SHALL BE CUT STRAIGHT AND TRUE, FREE OF SAW MARKS, BURRS, SCRATCHES OR OTHER IMPERFECTIONS. 2.02 - VINYL SHALL BE PRE55URE SENSITIVE ADHESIVE BACKED AS PRODUCED BY MINNE50TA MINING AND MANUFACTURING CO., INC. (311) OR APPROVED EQUAL. ALL MATERIALS SHALL BE INTEGRAL COLOR 203 - FINISHES A. ALL SIGNS SHALL BE PRODUCED BY PHOTOGRAPHIC 51LK-5CREEN STENCILS UNLE55 OTHERWISE NOTED. HAND -CUT, FRISKETED, OR DIE -GUT IMAGES WILL NOT BE ACCEPTED. B. 51LK-6CREENING INKS SHALL BE PRODUCED BY NAZ-OAR COMPANY OR APPROVED EQUAL. C. INK AND PAINT SHALL BE MIXED IN SUFFICIENT QUANTITIES TO A55URE CONSISTENT COLORATION THROUGHOUT THE PROJECT. 2.04- ADHESIVE SHALL BE COLORLE55 AS PRODUCED BY GENERAL ELECTRIC OR DOW CORNING, INC. OR APPROVED EQUAL, AND SHALL BE USED STRICTLY ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS FOR CONFORMANCE TO THE MANUFACTURER'S PRODUCT WARRANTEE. 2.05 - FASTENERS SHALL BE OF NON-CORRO51VE, PHYSICALLY COMPATIBLE MATERIAL FOR THE MATERIAL FASTENED. SIZE, SHAPE AND TYPE SHALL BE AS RECOMMENDED BY THE FABRICATOR OWNER MAINTAINS THE RIGHT TO REVIEW FASTENING TECHNIQUES TO A55URE AESTHETIC CONFORMANCE TO DE51GN DRAWINGS. PART 3 - EXECUTION A ALL SIGN ITEMS ARE TO BE CUT-OUT AND ASSEMBLED ACCORDING TO THE DE51GN DRAWINGS. B. INSTALL ALL SIGNS SPECIFIED HEREIN IN ACCORDANCE WITH INSTALLATION SCHEDULE AS PROVIDED BY OWNER C. COORDINATION DURING INSTALLATION SHALL BE THROUGH OWNER'S ON-SITE REPRESENTATIVE OR THROUGH THE PROCUREMENT REPRESENTATIVE. D. GUESTROOM EVACUATION PLAQUES SHALL BE TOTALLY SUBSURFACE SCREENED. E. ALL SIGNS SHALL BE INDIVIDUALLY WRAPPED IN A PROTECTIVE COATING AND CODED FOR INSTALLATION COORDINATION. R NO ITEMS SHALL BE DELIVERED TO THE INSTALLATION SITE WITHOUT PRIOR ARRANGEMENT FOR RECEIPT AND SECURITY OF THE PRODUCT DELIVERED. G. ALL ITEMS SHALL BE INSPECTED, ADJUSTED, AND CLEANED AFTER FINAL INSTALLATION. USE PROTECTIVE COATING OVER INSTALLED PRODUCT IF OTHER WORK 15 ONGOING AT TIME OF INSTALLATION COMPLETION. H_ TH15 CONTRACTOR SHALL PROVIDE CLEANUP AND REMOVAL OF ALL DEBRIS RESULTING FROM THE INSTALLATION WORK REMAW5: A. BACKGROUND COLOR TO BE BY MARRIOTT B. BACKGROUND COLOR TO BE BY MARRIOTT C. BACK PLATE REQUIRED D. TO BE LOCATED ON SITE. ATTACHED TO FENCE WITH GALVANIZED METAL FASTENERS_ NOTE: 6 - 6'x6' SIGNS DE51GNATING ROOMS FOR THE HEARING IMPAIRED WILL BE REQUIRED. THIS SIGN SHOULD CONTAIN THE APPROPRIATE INTERNATIONAL SYMBOLS. NOTE: PROVIDE ADA COMPLIANT 517E SIGNAGE AS SHOWN ON CIVIL LANDSCAPE DRAWING AND AS OTHERWISE REQUIRED. 41/21' IS' CLR PEEPHOLE {�C,�'p. � X08' AFF ROOM RATE 6O" AFF CARD � SMOKING z HEREN - GUEST ROOM PPLICABLE O NUMBER SIGN CERN 2 GUEST ROOM EVACUATION NOTE: PROVIDE INT'L. 5IGN - GEV 2 UEST ROOM SYMBOL OF HEARING VACUATION IMPAIRED IN LIEU OF NO 5MOKING SIGN PEEP HOLE IGN - GEV 2 WHERE APPLICABLE EST CORRIDOR SIDE ELEVATION ( INSWING DOOR) L SUBSTITUTE FLOC W/ 'X' Q ROOM N (TYPICAL UPPEF FIRE EXIT SIGN - FE 'STORAGE - EMPLOY ONLY' FLOORS 3,5 "GUEST LAUNDRY FLOOR5 3,4 NOTE: 5 - 6'x6' SIGNS DESIGNATING ROOMS FOR DIRECTIONAL SIGN - D5 THE HEARING IMPAIRED WILL BE REQUIRED. 'ROOMS 101-105—' THIS SIGN SHOULD CONTAIN THE APPROPRIATE 'PUBLIC TOILET 4 VENDING i•' INTERNATIONAL SYMBOLS. ' 4– BREAKFAST t LOBBY NOTE: PROVIDE ADA COMPLIANT SITE SIGNAGE AS SHOWN ON CIVIL LANDSCAPE DRAWING AND AS OTHERWISE REQUIRED. H -G. AGGE5515LE 5IGN-AG FIRE EXIT SIGN - FE VING CARD SIGN -VS, WITH BRAILLE COMPONENT 0 FIRE EXIT ROUTE GUE5T ROC NUMBER 511 - GRN 2 - ROOM SIDE ELEVATION (IN51WINCx DOOR) 4 TYPICAL ACC. GUEST R v� =1'o � t FIRE EXIT SIGN - FE — RE5TfRO�!>M j7 SIGN - RR 2- PLOYEE6 ONLY 4CCE5515ILITY SIGNAGE - AG (o011 AFF 48' AFF BUSINESS CENTER 1/1v = 1'-0°' 0 VING CARD SIGN - VS, W/ BRAILLE COMPONENT 'EXERCISE ROOM' 'VENDING' - 'TELEPHONES' d P L_ 'EMPLOYEES ONLY' LE RESTROOM SIGN - RR2 WOMEN H.G. RE5TROOM 51GN-RR SEE REMARKS FIRST FLOOR SIGNAGE PLAN MEN H.G. RESTROOM 51&N -RR 5EE REMAW5 'ROOM NAME' nir%i 'ROOM NAME" RATE CAI HOLD LAUD CAI HOLD; INT'L 5YM130L H.C. SIGN - AR sN - FE H.C. ACCE6515LE 51GN - AG VINE CARD SIGN - V5 WITH BRAILLE COMPONENT FIRE EXIT SIGN - FE CORRIDOR 51DE ELEVATION ELEVATION ELEVATION BATHROOM SIDE ELEVATION (INSWING [DOOR) (IN5WING DOOR) (OUT SWING DOOR) (IN5WINGs DOOR) TYP. DOOR TYP. DOOR BATHROOM JM DOOR ELEVATIONS ELEVATIONS ELEVATIONS % DOOR E LEVAT16N V­01\Ll i r 114 I"1t Art NO 5MOKIr ROOM 51GI N5, WHERE wl APDL ICAE W PEEP HO - ROOM SIDE ELEVATION (IN51WINCx DOOR) 4 TYPICAL ACC. GUEST R v� =1'o � t FIRE EXIT SIGN - FE — RE5TfRO�!>M j7 SIGN - RR 2- PLOYEE6 ONLY 4CCE5515ILITY SIGNAGE - AG (o011 AFF 48' AFF BUSINESS CENTER 1/1v = 1'-0°' 0 VING CARD SIGN - VS, W/ BRAILLE COMPONENT 'EXERCISE ROOM' 'VENDING' - 'TELEPHONES' d P L_ 'EMPLOYEES ONLY' LE RESTROOM SIGN - RR2 WOMEN H.G. RE5TROOM 51GN-RR SEE REMARKS FIRST FLOOR SIGNAGE PLAN MEN H.G. RESTROOM 51&N -RR 5EE REMAW5 'ROOM NAME' nir%i 'ROOM NAME" RATE CAI HOLD LAUD CAI HOLD; INT'L 5YM130L H.C. SIGN - AR sN - FE H.C. ACCE6515LE 51GN - AG VINE CARD SIGN - V5 WITH BRAILLE COMPONENT FIRE EXIT SIGN - FE CORRIDOR 51DE ELEVATION ELEVATION ELEVATION BATHROOM SIDE ELEVATION (INSWING [DOOR) (IN5WING DOOR) (OUT SWING DOOR) (IN5WINGs DOOR) TYP. DOOR TYP. DOOR BATHROOM JM DOOR ELEVATIONS ELEVATIONS ELEVATIONS % DOOR E LEVAT16N V­01\Ll i r 114 I"1t Art W09.0 o wl N N CA 04 W :D Z V • � Z � W N � " Z Z !� `.! Z C>o 0000 Nuj Q vJ W z o0 Q } cr D w ao a0 v cy-n �0 _J 0 WLLJ t c� ao O u U (L � 4 a. Q '� ¢ M m61 m 0 6' Z W09.0 o N N CA 04 :D Z V • Z Z 00-0 N � " Z Z !� `.! Z C>o 0000 Q vJ W z o0 Q cr D w ao a0 v cy-n �0 _J 0 WLLJ t c� ao O u L'i C14 og � 4 a. Q '� ¢ M W09.0 o L1.. V Z Cie 0 � Z Q cn pwow0 3:0(n gxa=az z W� rwOQa U 5 3 Q z W:a- na�a�wV WN to, Q,p Q n=F �Io�ma zz< W u) +Q oQ,::84 8�Fv,Q-ow � � x z¢ c�Na if _ m z 0 O 1 zw z�0 4a KO a.-,F,W Z ELF,dow� wzc>s r=0 O W~ OdLW moo m LT) m m Ur CL Q V � SHEET N0. REV 0.: A GR -1 WOMEN SYMBOL (TYP) 3/32' RULE 'A BRAILLE NOTES: `mm COMPONENT (TYP) RAISED SYMBOL WITH COPY IN TIMES ROMAN WITH BRAILLE ON 1/8' ACRLIC BACKER SIGN TYPE: RR RESTROOM SIGN R_p-0" ICS S' 1/4' BOL (TYP) ' RULE NOTES: COMPONENT (TYP) RAISED SYMBOL WITH COPY IN TIMES ROMAN WITH BRAILLE ON 1/8' ACRLIC BACKER SIGN TYPE: RR 2RESTROOM SIGN IN CASE OF AN EMERGENCY---- /B' LETTERS - PLEASE DIAL "9 11"-3/32' RULE �r1,4u CT) N 0 0 0 sll 0 1 1/4' TYP.--J SIGN TYPE: EPN 7 EMERGENCY PHONE 6" = R MOUTH-TO-MOUTH RESUSCITATION A -- AIRWAY 1. Clear the mouth. 2. Push or pull jaw into a jutting out position. INSERT MAP D I AGRAM 3/32' RULE 9 1/16" 1/4' 3/32 RAISED LETTERING/ 5YMBOL (TYP) 3/32' RULE NOTES: RAISED SYMBOL WITH COPY IN TIMES ROMAN WITH BRAILLE ON 1/8' ACRLIC BACKER SIGN TYPE: RR 2 3RESTROOM SIGN ii BRAILLE COMPONENT (TYP) NOTES: SEE REMARK 'A' FOR LAYOUT ONLY. SEE SIGN SCHEDULE FOR MESSAGE AND THE NUMBER OF LINES. ALL COPY TO BE FLUSH LEFT RAG RIGHT. SIGN TYPE D 8 gPl.��l1'DIRECTIONALSIGN B — BREATHING 3. Pinch nose SHUT. §4 4. Cover victim's mouth with your mouth. BLOW until chest 0 rises: for BABIES: cover mouth and nose. 5. Remove your mouth, Listen for return air. Repeat 12 to 15 times per minute. INSERT MAP DIAGRAM CAUTION: If a neck injury sign appears, move the lower jaw forward without tilting the head to open the airway. Rest your elbow on the surface which the victim is laying. Move the lower jaw forward with both hands, one on each side. 12 SIGN TYPE: RESUSCITATION 1/4 II 3,.." 41 2 ^I,q 1. J00L AREA USE­- 8' TY 1/4' 3 3/4' FORYOUR SAFETY IT IS REQUIRED r-1 * WOMEN SYMBOL (TYP) 3/32' RULE 'A BRAILLE NOTES: `mm COMPONENT (TYP) RAISED SYMBOL WITH COPY IN TIMES ROMAN WITH BRAILLE ON 1/8' ACRLIC BACKER SIGN TYPE: RR RESTROOM SIGN R_p-0" ICS S' 1/4' BOL (TYP) ' RULE NOTES: COMPONENT (TYP) RAISED SYMBOL WITH COPY IN TIMES ROMAN WITH BRAILLE ON 1/8' ACRLIC BACKER SIGN TYPE: RR 2RESTROOM SIGN IN CASE OF AN EMERGENCY---- /B' LETTERS - PLEASE DIAL "9 11"-3/32' RULE �r1,4u CT) N 0 0 0 sll 0 1 1/4' TYP.--J SIGN TYPE: EPN 7 EMERGENCY PHONE 6" = R MOUTH-TO-MOUTH RESUSCITATION A -- AIRWAY 1. Clear the mouth. 2. Push or pull jaw into a jutting out position. INSERT MAP D I AGRAM 3/32' RULE 9 1/16" 1/4' 3/32 RAISED LETTERING/ 5YMBOL (TYP) 3/32' RULE NOTES: RAISED SYMBOL WITH COPY IN TIMES ROMAN WITH BRAILLE ON 1/8' ACRLIC BACKER SIGN TYPE: RR 2 3RESTROOM SIGN ii BRAILLE COMPONENT (TYP) NOTES: SEE REMARK 'A' FOR LAYOUT ONLY. SEE SIGN SCHEDULE FOR MESSAGE AND THE NUMBER OF LINES. ALL COPY TO BE FLUSH LEFT RAG RIGHT. SIGN TYPE D 8 gPl.��l1'DIRECTIONALSIGN B — BREATHING 3. Pinch nose SHUT. §4 4. Cover victim's mouth with your mouth. BLOW until chest 0 rises: for BABIES: cover mouth and nose. 5. Remove your mouth, Listen for return air. Repeat 12 to 15 times per minute. INSERT MAP DIAGRAM CAUTION: If a neck injury sign appears, move the lower jaw forward without tilting the head to open the airway. Rest your elbow on the surface which the victim is laying. Move the lower jaw forward with both hands, one on each side. 12 SIGN TYPE: RESUSCITATION 1/4 II 3,.." 41 2 ^I,q 1. J00L AREA USE­- MAINTENA CE EMPLOYEE ONLY TY 3/0, 3 3/4' FORYOUR SAFETY IT IS REQUIRED r-1 * Este letero de incendio las las ex Lica re . If you must leave your room feel the door to P g y seguridad y THAT YOU OBSERVE THE FOLLOWING: protection para los huespedes. Si tiene alguna pregunta see if it is hot. If it is not hot, open the door llame directamente al operador. 1/88" 3 Char Max Cwtered. you can make it to the nearest evac. stairwell Pool hours: 0 am to = pm. FRONT VIEW 11 - - • No lifeguard on duty. I. SEE REMARK 'A' �Yll�t �'� • Glassware is not permitted within the pool area. • If the smoke is heavy, seal the door with von Feuer. Setzen sie Bich mit der Telephonistin • Diving is strictly prohibited. 3/32' FLLE OCa • Be aware of depth at all times. NO SMOKING ROOM • Do not panic. Appelez la standardiste. • Only flexible swim - aids are permitted. • No pets allowed on property. • Report any unsafe conditions or violations to the management. avvertenza al nostri clienti: Questa placca contiene le regole • Pets are not permitted in the pool area. incendio. Mettetevi in contacto con la telefonista. FOR YOUR SECURITY • All children under 12 must be with an adult. • Individuals assume the risk of injuries sustained while using pool facility. NOTES: I. SEE REMARK 'B' • Registered guests only. 2. ALL EXTRA NO SMOKING SIGNS TO BE LEFT WITH THE PROPERTY MANAGER SIGN TYPE: NS NO SMOKING ROOM SIGN NOTES. I. SEE REMARK 2. RAISED SYMBOL ON 1/4' ACRYLIC BAGGER SIGN TYPE 9 H.C. SIGN 1/4 L AREA SI m DOOR EQ Ea RAISED LETTERINGx/ SYMBOL (TYP) S - ck kD�� m Q- .9 — NOTE: CENTER SIGN ON DOOR G ACCESSIBLE )�H. '=Y�4" 1. J00L AREA USE­- MAINTENA CE EMPLOYEE ONLY TY 3/0, 3 3/4' FORYOUR SAFETY IT IS REQUIRED • If you detect fire or smoke, call "Operator" Este letero de incendio las las ex Lica re . If you must leave your room feel the door to P g y seguridad y THAT YOU OBSERVE THE FOLLOWING: protection para los huespedes. Si tiene alguna pregunta see if it is hot. If it is not hot, open the door llame directamente al operador. 1/88" 3 Char Max Cwtered. you can make it to the nearest evac. stairwell Pool hours: 0 am to = pm. FRONT VIEW 11 - - • No lifeguard on duty. I. SEE REMARK 'A' U V �'� • Glassware is not permitted within the pool area. • If the smoke is heavy, seal the door with von Feuer. Setzen sie Bich mit der Telephonistin • Diving is strictly prohibited. 3/32' FLLE OCa • Be aware of depth at all times. • Do not panic. Appelez la standardiste. • Only flexible swim - aids are permitted. • No pets allowed on property. • Report any unsafe conditions or violations to the management. avvertenza al nostri clienti: Questa placca contiene le regole • Pets are not permitted in the pool area. incendio. Mettetevi in contacto con la telefonista. FOR YOUR SECURITY • All children under 12 must be with an adult. • Individuals assume the risk of injuries sustained while using pool facility. (TYPE) • Safe deposit boxes are available at the front YOU ARE HERE • Registered guests only. desk for safeguarding your valuables. ROOM • Running and horseplay are prohibited. • Use peephole and fully identify all visitors. FOR YOUR OWN SAFETY PLEASE NOTE IVHE • If you doubt anyone's identity, please call RE • Appropriate swimwear required. t f t EACH EXIT IS LOCATED UPON ARRIVAL. • Shirts and shoes required in the hotel lobby. • Always practice water safety and courtesy to others while using the pool areas. • A person with infections shall be excluded from the pool. • A erson who uses the swimming pool shall take a shower before entering pool and after use of toilet facilities. • No food, drink, chewing gum or tobacco permitted in the pool or on deck. MAXIMUM BATHING LOAD L AREA SI m DOOR EQ Ea RAISED LETTERINGx/ SYMBOL (TYP) S - ck kD�� m Q- .9 — NOTE: CENTER SIGN ON DOOR G ACCESSIBLE )�H. '=Y�4" NOTE: CENTER SIGN ON DOOR 10 SIGN TYP R415ED LETTERING/ SYMBOL (TYP) BRAILLE COMPONENT (TYP) 3/32' RULE 10, 3/32' RUL RESTROU'L' NOTES: I. SEE REMARK 2. RAISED TIMES ROMAN COPY t BRAILLE ON 1/8' ACRYLIC, SIGN TYPE: "RESTROOM" 1/4 41/211 144 MAINTENA CE EMPLOYEE ONLY TY 3/0, 3 3/4' • If you detect fire or smoke, call "Operator" Este letero de incendio las las ex Lica re . If you must leave your room feel the door to P g y seguridad y RRoom Nwbor 1Romm protection para los huespedes. Si tiene alguna pregunta see if it is hot. If it is not hot, open the door llame directamente al operador. 1/88" 3 Char Max Cwtered. NOTE: CENTER SIGN ON DOOR 10 SIGN TYP R415ED LETTERING/ SYMBOL (TYP) BRAILLE COMPONENT (TYP) 3/32' RULE 10, 3/32' RUL RESTROU'L' NOTES: I. SEE REMARK 2. RAISED TIMES ROMAN COPY t BRAILLE ON 1/8' ACRYLIC, SIGN TYPE: "RESTROOM" 1/4 41/211 3/16' (TYPE MAINTENA CE EMPLOYEE ONLY NOTE: CENTER SIGN ON DOOR 10 SIGN TYP R415ED LETTERING/ SYMBOL (TYP) BRAILLE COMPONENT (TYP) 3/32' RULE 10, 3/32' RUL RESTROU'L' NOTES: I. SEE REMARK 2. RAISED TIMES ROMAN COPY t BRAILLE ON 1/8' ACRYLIC, SIGN TYPE: "RESTROOM" 1/4 41/211 3/16' (TYPE FOR YOUR This placard explains guest fire safety and security rules. SAFETY IN AN EMERGENCY If you have any questions contact the operator. 3/0, 3 3/4' • If you detect fire or smoke, call "Operator" Este letero de incendio las las ex Lica re . If you must leave your room feel the door to P g y seguridad y RRoom Nwbor 1Romm protection para los huespedes. Si tiene alguna pregunta see if it is hot. If it is not hot, open the door llame directamente al operador. 1/88" 3 Char Max Cwtered. you can make it to the nearest evac. stairwell FRONT VIEW SIDE VIEW NOTE: I. SEE REMARK 'A' SIGN TYPE GRN 2 �1 GUEST ROOM NUMBER opera or or ass><s ante. • All employees are reuiqred to wera name tags. • Safeguard and keep your room key with you at all times. • Insure that all windows, connection doors, and sliding glass doors are locked. BE SURE TO SECURE YOUR DEAD BOLT LOCK AND DOORGUARD. Sk 3/32' RULE-- 3-3/4' 3/32" (TYPE) NOTES: CONTR,4CTOR TO COORDINATE 4LL SIGNAGE, SIGNAGE COLORS, SIGNAGE LOCATIONS, LETTERING HEIGHTS ETC. WITH MARRIOTTS SPRINGHILL SUITES SPECIPIC4TIONS TYPICAL - SIG N TYPE GEV 2 GUEST ROOM EV, a�u scuE N SIGN z 0 w a > Z o\ O Q 01 Qi 6► Qt Q, QP 0 z Q �rn L O a w z o 0 O -U Cr 0 z 08, 40� z � N z QN V 002 O � oW U oUJ Z� W g� co �co _J U WLIJ 3 = 0 �o o� OwN co 0 CL Q �' W � J two V Z m Cie OC GL O � Z 0 a X�W� � UJ oo°PC� 00N wa�2 i Wo� ;Q.-4-_ r ^-a�a�c�wo =0 � NUpm[YUv'd ae 3�0. O y, F *-o-. .r` zac��aoap /u\ a�o�Wao'8- zo�Zg�ua=ioa' zGaa,oXL, W =Q 0 1 = 0 w C p F rv °' ^ I 0)�(P � oeb Ln U W r CL o d 520 n SHEET NO. REV o.: Q GR -2 3/16' (TYPE FOR YOUR This placard explains guest fire safety and security rules. SAFETY IN AN EMERGENCY If you have any questions contact the operator. • If you detect fire or smoke, call "Operator" Este letero de incendio las las ex Lica re . If you must leave your room feel the door to P g y seguridad y protection para los huespedes. Si tiene alguna pregunta see if it is hot. If it is not hot, open the door llame directamente al operador. you can make it to the nearest evac. stairwell (shown on the plan below). Stay low to the Sieses Plakat erkat erlart den Casten die Sicherheits floor and take your key. • If the smoke is heavy, seal the door with von Feuer. Setzen sie Bich mit der Telephonistin wet towels. Cet avis explique aux clients les regles de securite en • Do not panic. Appelez la standardiste. • No pets allowed on property. avvertenza al nostri clienti: Questa placca contiene le regole incendio. Mettetevi in contacto con la telefonista. FOR YOUR SECURITY (TYPE) • Safe deposit boxes are available at the front YOU ARE HERE desk for safeguarding your valuables. ROOM • Use peephole and fully identify all visitors. FOR YOUR OWN SAFETY PLEASE NOTE IVHE • If you doubt anyone's identity, please call RE t f t EACH EXIT IS LOCATED UPON ARRIVAL. opera or or ass><s ante. • All employees are reuiqred to wera name tags. • Safeguard and keep your room key with you at all times. • Insure that all windows, connection doors, and sliding glass doors are locked. BE SURE TO SECURE YOUR DEAD BOLT LOCK AND DOORGUARD. Sk 3/32' RULE-- 3-3/4' 3/32" (TYPE) NOTES: CONTR,4CTOR TO COORDINATE 4LL SIGNAGE, SIGNAGE COLORS, SIGNAGE LOCATIONS, LETTERING HEIGHTS ETC. WITH MARRIOTTS SPRINGHILL SUITES SPECIPIC4TIONS TYPICAL - SIG N TYPE GEV 2 GUEST ROOM EV, a�u scuE N SIGN z 0 w a > Z o\ O Q 01 Qi 6► Qt Q, QP 0 z Q �rn L O a w z o 0 O -U Cr 0 z 08, 40� z � N z QN V 002 O � oW U oUJ Z� W g� co �co _J U WLIJ 3 = 0 �o o� OwN co 0 CL Q �' W � J two V Z m Cie OC GL O � Z 0 a X�W� � UJ oo°PC� 00N wa�2 i Wo� ;Q.-4-_ r ^-a�a�c�wo =0 � NUpm[YUv'd ae 3�0. O y, F *-o-. .r` zac��aoap /u\ a�o�Wao'8- zo�Zg�ua=ioa' zGaa,oXL, W =Q 0 1 = 0 w C p F rv °' ^ I 0)�(P � oeb Ln U W r CL o d 520 n SHEET NO. REV o.: Q GR -2 7f) 3/1(0' (TYPE) 1/S' (TYPE) IN CASE OF AN EMERGENCY, ll0 NOT USE ELEVA'COR USE THE EVACUATIO STAIRWAYS SHOWN BELOW ------ (DIAGRAM AREA) � i-�y U ARE HERE CEI I/4' TYP. SIGN TYPE: EL .� ELEVATOR WARNING NOTES: 1. SEE REMAWI A ' 2. RAISED SYMBOL, ON 1/4' ACRYLIC 54C ER SIGN TYPE: WOMEN 6 3� r4 LETTERS 2" RULE 3/1(01 (TYPE) Z,I 1/$" (TYPO %" Q 6L I NOTES: 1. SEE REMARK 1 A 2. RAISED SYMBOL ON 1/4' ACRYLIC BACKER SIGN TYPE: MEN 3�-_'o Z1. 91/1(0 ' IN CASE OF AN EMERGENCY, DO NOT USE ELEVATOR USE EXIT- INDICATED � BELOW (DIAGRAM AREA)U ARE HERE INYMMMSOM � J 1/4" TYP. SIGN TYPE: EL (FLR 1 ELEVATOR WARNING (:2 ,E = TO 21/2 " USE N GUEST ROOM KEY CARD 'LETTERS SIGN TYPE; VS 3 VING CARD SIGN FULL SCAU 32' RULE NO PETS 3/32" RULE 1/411 TYP, SIGN TYPE: NP PET WARNING WARNING Chemicals, including environmental tobacco smoke, known to the State of California to cause cancer or birth defects or other reproductive harm o- may be present in this facility or in food or beverages sold or served here. Should you have any questions regarding this matter, please contact the Manager. 1/4' TYP, SIGN TYPE: SMOKING b�' = jr4 O /4' N 0 -A 0 --.:NN- -Z Du, -k y CHILDREN UNDER THE AGE OF 14 SHOULD NO USE POOl. WITHOUT AN ADULT IN ATTENDANCE QPM 3/32' R S ) iu Sum 1r This SpringHill ,w Suites is owned and This ; SpringHill 3/1(0' (TYPE) 1/S' (TYPE) IN CASE OF AN EMERGENCY, ll0 NOT USE ELEVA'COR USE THE EVACUATIO STAIRWAYS SHOWN BELOW ------ (DIAGRAM AREA) � i-�y U ARE HERE CEI I/4' TYP. SIGN TYPE: EL .� ELEVATOR WARNING NOTES: 1. SEE REMAWI A ' 2. RAISED SYMBOL, ON 1/4' ACRYLIC 54C ER SIGN TYPE: WOMEN 6 3� r4 LETTERS 2" RULE 3/1(01 (TYPE) Z,I 1/$" (TYPO %" Q 6L I NOTES: 1. SEE REMARK 1 A 2. RAISED SYMBOL ON 1/4' ACRYLIC BACKER SIGN TYPE: MEN 3�-_'o Z1. 91/1(0 ' IN CASE OF AN EMERGENCY, DO NOT USE ELEVATOR USE EXIT- INDICATED � BELOW (DIAGRAM AREA)U ARE HERE INYMMMSOM � J 1/4" TYP. SIGN TYPE: EL (FLR 1 ELEVATOR WARNING (:2 ,E = TO 21/2 " USE N GUEST ROOM KEY CARD 'LETTERS SIGN TYPE; VS 3 VING CARD SIGN FULL SCAU 32' RULE NO PETS 3/32" RULE 1/411 TYP, SIGN TYPE: NP PET WARNING WARNING Chemicals, including environmental tobacco smoke, known to the State of California to cause cancer or birth defects or other reproductive harm o- may be present in this facility or in food or beverages sold or served here. Should you have any questions regarding this matter, please contact the Manager. 1/4' TYP, SIGN TYPE: SMOKING b�' = jr4 1 SIGN TYPE: N LILE 3/32' RLE- /lh' LETTERS 3/32" RULE O /4' N 0 -A 0 --.:NN- -Z Du, -k y CHILDREN UNDER THE AGE OF 14 SHOULD NO USE POOl. WITHOUT AN ADULT IN ATTENDANCE QPM 3/32' R S ) iu Sum SMH;HLL Suma 1 SIGN TYPE: N LILE 3/32' RLE- /lh' LETTERS 3/32" RULE SIGN TYPE: ' NP jl2OWNED BYr Ire =K„ on 1/8' R1L,E CRIPPLING INJURIES MAY RESULT COPY t IMAGE TO BE CENTERED ON SIGN I SIGN T PE: NO DIVING 3/32' RULE O /4' QPM vp S ) iu Sum SMH;HLL Suma This SpringHill Suites is owned and This ; SpringHill operated by Suites is owned and operated by Scott Hotels, Inc. uww o Ilam (MM MW" Yonbll SIGN TYPE: ' NP jl2OWNED BYr Ire =K„ on 1/8' R1L,E CRIPPLING INJURIES MAY RESULT COPY t IMAGE TO BE CENTERED ON SIGN I SIGN T PE: NO DIVING 3/32' RULE SIGN TYPE: NP *(�VNED BY _ �-o�' SIGN TYPE* ND (:5,)—NO DIVING 3" -TO 3/32" RULE 1/4! 3/32' RUL IH SIGN TYPE: NO SMOKING 3" :.�<r L O 'c' SPRWjHILL Sums vp ?Aad*# This SpringHill SMH;HLL Suma This SpringHill Suites is owned and C_._.—] operated by C.--^___._� and operated by uww o Ilam (MM MW" SIGN TYPE: NP *(�VNED BY _ �-o�' SIGN TYPE* ND (:5,)—NO DIVING 3" -TO 3/32" RULE 1/4! 3/32' RUL IH SIGN TYPE: NO SMOKING 3" :.�<r L A, SPRWjHILL Sums ?Aad*# This SpringHill Suites Ls owned C_._.—] C.--^___._� and operated by Urtdw a lkatitA hoAn MmbM Ino. SIGN TYPE: NP 14 OWNED BY. —,I I 160,- A 77 z Q z lu a � � LU LU N - M v a I m m m m tz d I. z p II -� W a O F tr Ca -t 0 z C� N `n z CV W� 0 o W tr � _J 0 W W p wn O w0 �Q OL. `Q i I-0 .� LL- V� .�► 0 � 'a Z_ O Vi z UAU 0 QFo��y� O g c�rwrrv,i Zvi poop~�aaiao, � S Z" w�OOZ0~� VIU p[a�V i�aFpW� O d z O O-ONaWa� ¢ o OL z z6000a. i, 4i n . z Ll d: Ww Z 0 F 0 F-0a=§il-:;E00 ton . V) M U �n r d) CL 0 SWEET No, R GK11111113 w J Gi Ld w w x 0 n N SPRAY ON TEXTURED CEILING IN HALLWAY SEE REFLECTED CEILING PLANS FOR LOCATIONS SEAL WALL TIGHT TO UNDERSIDE OF SLAB PER U.L. REQUIREMENTe. ALL DUCTWORK THAT PENETRATES THRU A FIRE RATED WALL SHALL HAVE A FIRE DAMPER PER CODE. COORDINATE EXACT SIZES AND LOCATIONS WITH HVAC DRAWINGS. -----i ACOUSTIC 5EALANT AT TOP AND BOTTOM, 1 0 5U5PENDED ACOUSTIC CEILING PER REFLECTED CEILING PLANS 0 PROVIDE STENCILED LETTERING ON ALL RATED WALL5 ABOVE CEILING STATING SUSPENDED CEILING WHERE NOTED THE RATING AND PENETRATION REQUIREMENTS, f1 SEE REFLECTED CEILING PLANS SOUND BATT INSULATION AT CORRIDOR WALLS CORRIDOR ANY PENETRATIONS THRU i HOUR WALL SHALL BE SEALED WITH AN APPROVED i HOUR FIRE RATED SEALANT. 0 DRYWALL TO BE MOISTURE RESISTANT IN 5/a' GYPSUM BOARD TO BE MOISTURE -- BATHROOM AREA, RESISTANT IN ALL BATHROOM AREAS. 5/8' GYPSUM BOARD EACH SIDE OF 35/8' ONE HOUR FIRE RATED WALL U425 SEE FR -3 METAL STUDS AT 24" O.C.. 2 LAYERS OF 5/8' FIRECODE D.W. EACH SIDE BASE PER SCHEDULE. - — METAL STUD TRACK FLOORING CLASS 'A' FLAME SPREAD PER SCHEDULE. 1 HOUR PARTITION BASE PER SCHEDULE. METAL STUD TRACK / SEE ROOM FINISH FOR ALL FLOORING AND BASE INFORMATION. PROVIDE 3 1/2' SOUND BATT INSULATION UNFAGED. WHERE NOTE ON PLANS ( ALL BATHSROOM ). 0 I CI' C L TYPICAL INTERIOR PARTITION ACOUSTIC SEA AND BOTTOM. ANY PENETRA' BE SEALED WI RATED SEALA 5/0' DRYWALL TO BLOCK WAI BASE PER 3C+ CARPET CLAS' SPREAD PER I HOUR PARTITION SEE DETAILED DESCRIPTION LOCATED ON SHEET FR -3 GA FILE NO. WP1530 GYPSUM WALLBOARD, METAL STUDS BASE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARAL- LEL TO EACH SIDE OF 1 5/8' METAL STUDS 24' O.G. WITH TYPE S DRYWALL SCREWS 12' D.C. FACE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED ON EACH SIDE TO STUDS WITH 1 5/8' TYPE S DRYWALL SCREWS 12' O -C. STAGGER JOINT$ 24' O.G. EACH LAYER AND SIDE. SOUND TESTED USING 1 1/2' MINERAL FIBER IN STUD SPACE. (NLB) AT 5TH FLOOR CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWING5 TYPICAL E,I,F.S, SEE SPECIFICATIONS, 5/Et" 'DENS GLASS GOLD" EXTERIOR GYPSUM BOARD 5/6' GYPSUM BOARD 3 5/8' METAL STUDS AT Ido' O.C. SOUND BATT INSULATION AT ALL EXTERIOR WALL5. METAL STUD TRACK FLOORING CLASS 'A' FLAME SPREAD PER SCHEDULE, BASE PER SCHEDULE, EXTERIOR WALL 5 FIRE RATIWx N/A I DESIGN: N/A S.T.C. RATING: 40 - 44 FIRE TEST: N/A TEST NGG 2385,1/2a/10 r -1 146. �� �. L 0 Lu F_ 6 � U w LU _w fy � E Oto ° u a m m , o m Q o _ N N A L.Li a o • (� v M Z Z � z J ^ co W O v / W Q o0 Ld w >00 U o 0 = o00 o U `'' o �0 CL 4 (n DC W J O_ J �L L �..1 rCL O V J W O LY 0. woos Z SJ x0�p_.ha1 c9�w0Q�w �Wya�4wgo � u5:0 5: pvaia �0�WW� -a�a�c�w6 wL �o rc ��oa L zLo r)L pw(011%-EW Z U0a ndp w p wornRlo g�LL a �zw �Z= Llw c�o�noa o ?p Wa ZCiw _E a gCL V)rUp w3� 00 LLJ m CL W Q C) J � U Lu o w og SHEET N0. REV. 90-: Q A-801 NOTE: AT THE STAIRS, LINEN CHUTE AND ELEVATOR SHAFT CEILINGS AND AT BATHROOM EXHAUST SHAFTS. PROVIDE A 2 NR FIRE RATED SHAFT U-438 INSTALLED IN A HORIZONTAL POSITION, INSTALL FULLY INDEPENDANT OF THE WOOD TRUSSES. USE 22 GA, V HIGH C -H OR C -T STUDS. AT 24' O.C. FIRE SIDE FIRE SIDE FINISHED SIDE FM FG9 • 1 HR BASE LAYER %a FIRE -SHIELD WALLBOARD ATTACHED WITH SCREWS THICKNESS: 3 5/8" ( FC -112) 24' O.G. TO WOOD JOISTS OR TRUSSES 24' O.C. SECOND LAYER V LIMITING HEIGHT: 12'-4" GA FC 5406 FIRE -SHIELD WALLBOARD OR %' Fh. SOFFIT BOARD ATTACHED WITH THICKNESS: "1 APPROX. WEIGHT: 9 PSF SCREWS 12. O.C. 1/2' PLYWOOD FLOOR CEILING PROVIDES ONE GA RC 2601 WOUR RESISTANCE PROTECTION FOR WOOD FRAMINCs. LIMITING HEIGHT: REFER TO U.L. HANDBOOK FIRE TEST: UG, 12-1-64 FIELD SOUND TEST: AGI 1131,4, -1-14-64 APPROX. WEIGHT: S PSF FIRE TEST: REFER TO U.L. HANDBOOK FIELD SOUND TEST: REFER TO U.L. HANDBOOK ROOD - CEILING FIRE RATHS J Ott SCALE 3"= t'-0" RATI IM WALL A55E1"iSL1' Z ouR., 3' = 1'-m' UJ,4LL A455r=hiLY #8111 i1RrA ..Olt < > /A SSE1 DEBKaN • v RAfm STC Gk NO. ll""40 C No. /�4 1 1 V I ' VL N/A P C 2601 U 438 GA045 UJP 1530 SEE DETAILED DESCRIPTION LOCATED ON SHEET FR -3 GA FILE NO. WP1530 GYPSUM WALLBOARD, METAL STUDS BASE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARAL- LEL TO EACH SIDE OF 1 5/8' METAL STUDS 24' O.G. WITH TYPE S DRYWALL SCREWS 12' D.C. FACE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED ON EACH SIDE TO STUDS WITH 1 5/8' TYPE S DRYWALL SCREWS 12' O -C. STAGGER JOINT$ 24' O.G. EACH LAYER AND SIDE. SOUND TESTED USING 1 1/2' MINERAL FIBER IN STUD SPACE. (NLB) AT 5TH FLOOR CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWING5 TYPICAL E,I,F.S, SEE SPECIFICATIONS, 5/Et" 'DENS GLASS GOLD" EXTERIOR GYPSUM BOARD 5/6' GYPSUM BOARD 3 5/8' METAL STUDS AT Ido' O.C. SOUND BATT INSULATION AT ALL EXTERIOR WALL5. METAL STUD TRACK FLOORING CLASS 'A' FLAME SPREAD PER SCHEDULE, BASE PER SCHEDULE, EXTERIOR WALL 5 FIRE RATIWx N/A I DESIGN: N/A S.T.C. RATING: 40 - 44 FIRE TEST: N/A TEST NGG 2385,1/2a/10 r -1 146. �� �. L 0 Lu F_ 6 � U w LU _w fy � E Oto ° u a m m , o m Q o _ N N A L.Li a o • (� v M Z Z � z J ^ co W O v / W Q o0 Ld w >00 U o 0 = o00 o U `'' o �0 CL 4 (n DC W J O_ J �L L �..1 rCL O V J W O LY 0. woos Z SJ x0�p_.ha1 c9�w0Q�w �Wya�4wgo � u5:0 5: pvaia �0�WW� -a�a�c�w6 wL �o rc ��oa L zLo r)L pw(011%-EW Z U0a ndp w p wornRlo g�LL a �zw �Z= Llw c�o�noa o ?p Wa ZCiw _E a gCL V)rUp w3� 00 LLJ m CL W Q C) J � U Lu o w og SHEET N0. REV. 90-: Q A-801 N 0 w x 3 Lj., w3 x 0 In 0 a 0 i Q 0 a N 0 I Ll 0 I U-) 0 w J F-- ul w w X m 0 N O 0 0 _I u a _I N O w 0 J) i Uri J m ASPHALT SHINGLES OVER 30 LB, BUILDING ASPHALT SHINGLES OVER 30 LB. BUILDING PAPER ON 5/8' EXTERIOR GRADE PLYWOOD PAPER ON 5/8' EXTERIOR GRADE PLYWOOD ON PRE-ENGINEERED WOOD TRU55E5 AT 24' ON PRE-ENGINEERED WOOD TRUSSES AT 24' 2N ig' 28. I8' 1 I2 i2 R-30 MIN. BATT INSULATION THROUGHOUT 5r R-30 MIN. BATT INSULATION THROUGHOUT 5� SEE FIRE SPRINKLER DRAWINGS FOR FULLY SEE FIRE SPRINKLER DRAWINGS FOR FULLY AUTOMATIC FIRE SPRINKLER SYSTEM IN ATTIC AUTOMATIC FIRE SPRINKLER SYSTEM IN ATTIC FEE STRUCTURAL DWGF. ALUMINUM DRIP EDGE FLASHING PER ROOF ALUMINUM DRIP EDGE FLASHING PER ROOF FOR LINTEL TYPICAL MANUFACTURERS SPECIFICATIONS MANUFACTURERS 6PECIFICATION5- S RUCT ON AL DRAWINGS FOR ALUMINUM GUTTER SEE ALUMINUM GUTTER SEE 7 VERTICAL REINFORCING AND ° SPECIFICATIONS SPECIFICATIONS FILLED CELL LOCATIONS TYPICAL_ " a 5/8' DRYWALL ON 1/6' -- -- ROD AND CAULK PER E.IF.S. CHANNEL FURRING= �15Q)'-3 Ix�_ 153'-0 MANUFACTURERS SPECS. AT 24' O.G. WSPRING LINE SPRINGS LINE �l 1 o (TYP. AT EXT. CMU WALLS) 101'-0' FLOORS 2 THRU 5 ::::. ...::.:. .:................. DRYWALL CORNER BEAD DRYWALL CASING BEAD 0 FLASHINGS WINDOW SEE SCHEDULE CAULK AS REQUIRED cn DRYWALL BEYOND dU - Z W 0 `n CONT. P.T 2' x I0' FASCIA BOARD CONT. RT 2'x 10' FASCIA BOARD j lu Wl N DOW HEAD CONT. PREMANUFACTURERED COR 410E � � ° 148'•8' TOP OF CMU. / 5EE SPECIFICATIONS W I@ 4 ®�!lOCK WALL AMB SIM. BOT. OF TRUSS U aO' CONT. PREMANUFACTURERED CORNICE 0 m �IRINKLER SOFFIT DETAIL SEE SPECIFICATIONS � m � � CONT. 2'x4' NAILER PER CORNICE I HOUR FIRE RATED CEILING CONT. 2x4 NAILER PER CORNICE MFRIs.'S SPEGIFIGATIONS MFRG.'5,5PECIRCATION5 �" RC2601 5EE SHEET AWI FOR ROD AND CAULK PER E.I.F.5. MFGR A DETAILED DESCRIPTION ROD AND CAULK PER E.I.F.5. MFGR ALUM. DOWN SPOUT BEYOND -- SEE REFLECTED CEILING PLANS Z EJF,6, ON 5l8' "DENS GLA65 GOLD' FOR CEILING FINISHES EXTERIOR SHEATHING ON 3%* (n METAL STUDS AT I(o' O.C. 311/2' BATT INSULATION TYPICAL ALUM. DOWN SPOUT BEYOND O AT EXTERIOR WALLS ROD AND CAULK PER E.I.F.S. MFGR 31/2' BATT INSULATION TYPICAL W o 0 AT EXTERIOR WALLS E-- SEE STRUCTURAL DW -z!5. z FOR LINTEL TYPICAL ALUMINUM FLASHING O 3/4' STUCCO ON 8' C.M.U. SEE 5/a' DRYWALL ON 7/a' STRUCTURAL DRAWINGS FOR CHANNEL FURRING VERTICAL REINFORCINGAND e e AT 24' O,C. FILLED CELL LOCATION$ (TYP. AT EXT. CMU UJALLS) - Z z � N CONT. PREMANUFACTURERED CORNICE N � TYPICAL. c SEE SPECIFICATIONS z o E.I.F.5. ON sus' DEN56LA55 o S ROD AND CAULK PER a 5EE STRUCTURAL DWGS. ROD AND CAULK PER E.I F.5. MFGR (��J aO MANUFACTURERS SPECS. e° a ON 3 �s' METAL STUDS FOR HEADER TYPICAL ouJ M 5TUD5 w 16' O.C. INSTALL PER MANUFACTURERS 148'-8' TOP OF G.MI.t. / uuu�co � HEAD Ht. BOT. OF TRJSS W • SPECS. TYPICAL. 0 o pTSHIM A5 READ. RDD AND CAULK PER T E.I F.S. E.IF.S. ON gi$" -DENS GLASS GOLD' o MANUFACTURERS SPECS. �� 5/6' DRYWALL EXTERIOR SHEATHING ON 35/a' ® W FLASHINGS METAL STUD5 AT 16' O.G. OL 101'-0' I HOUR FIRE RATED CEILING RC2601 5EE SHEET A&01 FOR ~ o00 FLOORS 2 THRU 5 A DETAILED DE5GRIPTION -1 W o c7 D.W. CORNER BEAD f -- FLASHING SHIM A5 REQUIRED00 CAULK WINDOW SEE SCHEDULE ROOF DETAIL ROOF DETAIL ® co 0 DRYWALL BEYOND Q AUTOMATIC DOOR OPEN SENSOR AUTOMATIC ALUMINUM DOOR A5 5CHEDULED �.i.J O COLOR: BONE WHITE �I 5TANLEY DURAGLIDE L - 3000 SEE 5PEC5. 0 .J L JJ too WINDOW HEAD �E�D ®Al1TO. DOOR ®FRAME WALL AMB SIM. 5 Z m C� �' CONIC— SLAB 5EE STRUCT. i CL 0 METAL REGL T AND FLASHING TO. SLAB ,/ GOVT. 2x 5L CII SHINGLES ROOF EL, 112'-0" 4 12 4 -- --� 4 CONT. 2x a. °. 12 " BLOCKING w r o « ww J CONC. BEAM iooz�m SEE STRUCT. 44 BATT INSUL. o a 1 a z FLOOR DRAIN FINISHED BOT. OF BEAM �s �E "�«� -at=aOUw- SEE PLUMB. DWGS. FLOOR EL. 110'-0" W N ; o � o � 2 S=Zw rLnw �- 6' ALUMINUM GUTTER (TYP")n Nvom«w- ra TF 0-¢Q� mo FLASHINGS CEILING �3J��` SEE STRUCTURAL DWGS_ EL. 109' -0' o W o, o FOR LINTEL TYPICAL DPL, 2 x P.T, WD� a o T w a o z PRE -ENG. WOOD � � v � a � d o LEDGER) W/ z RAWL «~ « J TRU55 1@ 2'-0' O.G. ° \ ZW 3/4' STUCCO ON S' Crr.U, SEE POWER BOLT as 24" O.C. TYP ALUMINUM CORNICE PROFILE pzZQOV)pa STRUCTURAL DRAWINGS FOR ' _ ' (4' EMBED MIN) TYP. ° AS MANUFACTURED BY SOUTHERN zo as z z w VERTICAL REINFORCING AND ' .:• - w z F FILLED CELL LOCATIONS ° t ; 5/a'DRYWALL i/f3' e �v ss o 0 DR LL ON ALUMINUM FINISHING CO. OR TYPICAL. CONC. BLAB APPROVED EQUAL. ROD AND CAULK PER CHANNEL FURRING SEE STRUCT. DWGS. MANUFACTURERS SPECS. (TYP, ATAT 24' EXT- CMU WALLS) 101'-4' IST R SEE ON STRUGT. 0 �,... p r) D.W. CORNER BD. 04 _ —! in FLASHINGS D.W. CASING BD, WINDOW 5EE SCHEDULE CAULK AS REQUIRED 0 U � Z -+-- DRYWALL BEYOND h WINDOW TYPICAL FLOOR DRAIN DETAIL LOW ROOID ETAIL SHENO R No.: 0 3 HEAD O C.M.U. AMB SIM. 6 MT.S� 9 L=1'-0'° — A-802 Z W F_ (n Ll w w x 0 0 Lo M m Q SPRAY ON TEXTURED CEILING IN HALLWAY SEE REFLECTED CEILING PLANS FOR LOCATIONS SEAL WALL TIGHT TO UNDER51DE OF SLAB PER U.L. REQUIREMENTS ALL DUCTWORK THAT PENETRATES THRU A FIRE RATED WALL SHALL HAVE A FIRE DAMPER PER CODE_ COORDINATE EXACT SIZES AND LOCATIONS WITH i HVAC DRAWINGS. ---j 1 0 SUSPENDED ACOUSTIC CEILING — PER REFLECTED CEILING PLANS 0 PROVIDE STENCILED LETTERING ON ALL RATED WALLS ABOVE CEILING 5TATING THE RATING AND PENETRATION REQUIREMENTS. l0 SOUND BATT INSULATION AT CORRIDOR Win CORRIDOR ANY PENETRATIONS THRU 1 HOUR WALL SH BE SEALED WITH AN APPROVED 1 HOUR F RATED SEALANT, DRYWALL TO BE MOISTURE RESISTANT IN BATHROOM AREA_ ONE HOUR FIRE RATED WALL U425 SEE FR -3 2 LAYERS OF 5/8' FIRECODE D.W. EACH SIDE BASE PER SCHEDULE, METAL STUD TRACK FLOORING CLASS "A' FLAME SPREAD PER SCHEDULE. ACOUSTIC SEALANT AT TOP AND BOTTOM. SUSPENDED CEILING WHERE NOTED SEE REFLECTED CEILING PLANS 5/8' GYPSUM BOARD TO BE MOISTURE - RESISTANT IN ALL BATHROOM AREAS. 5/8' GYPSUM BOARD EACH SIDE OF As' METAL STUDS AT 24' O.C., BASE PER SCHEDULE. METAL STUD TRACK / SEE ROOM FINISH FOR ALL FLOORING AND BASE INFORMATION. PROVIDE 3 1/2' SOUND BATT INSULATION UNFAGED, WHERE NOTE ON PLANS ( ALL BATHSROOM ). J I 0 C 0 TYPICAL INTERIOR PARTITION 2 FIRE RATING: N/A DESIGN: N/A S.T.C. RATING: 40 - 44 FIRE TEST: TEST NGC 2385, 1/26/10 ACOUSTIC SEA AND BOTTOM. ANY PENETRA BE SEALED WI RATED SEALA 5/8' DRYWALL TO BLOCK WA BASE PER $G CARPET CLAS SPREAD PER HOUR PARTITION FIRE RATING RECD.: 114R 3 RATING PROVIDED : E DSIGN: 90 U 5 S.T.C. RATING: 45 - FIRE TEST. ULC LIW5 TEST : KAL 359-3-66 SEE DETAILED DESCRIPTION LOCATED ON SHEET FR -3 GA FILE NO. WP1530 GYPSUM WALLBOARD, METAL STUDS BASE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARAL- LEL TO EACH SIDE OF 1 5/8' METAL STUDS 24' O.G. WITH TYPE S DRYWALL SCREWS 12' O.C. FACE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED ON EACH SIDE TO STUDS WITH 1 5/8' TYPE S DRYWALL SCREWS 12' O.G. STAGGER JOINTS 24' D.C. EACH LAYER AND SIDE. SOUND TESTED USING 1 1/2' MINERAL FIBER IN STUD SPACE. (NLS) I I HOUR FIRE RATING - REOUIRED. 2 HOUR RATING PROVIDED EACH 51DE SEE U905 ON SHEET FR -3 2 HOUR FIRE RATED - ASSEMBLY WPI530 EACH SIDE SEE DETAIL 8/AWI 212' METAL STUDS — AT 24' O.G. 1/2' OFFSET %' M.R. DRYWALL------ 1,_,7 1/_- NOTE: AT THE STAIRS, LINEN CHUTE AND ELEVATOR SHAFT CEILINGS AND AT BATT-IROOM EXHAUST SHAFTS. PROVIDE A 2 HR FIRE RATED SHAFT U-438 INSTALLED IN A HORIZONTAL POSITION INSTALL FULLY INDEPENDANT OF THE WOOD TR,ISSES. USE 22 GA, V W*W C -N OR C -T STUDS. AT 24' OC. FIRE SIDE 999.9mg2v 919 99 2 29222 FIRE SIDE FINISHED SIDE upro TI-IICKNESS: 3 5/8" FM F409 - I HR BASE LAYER fib' FIRE -SHIELD WALLBOARD ATTACHED WITH SCREWS LIMITING HEIGHT: 12'-4" ( FC -112) 24' OC. TO WOOD JOISTS OR TRUSSES 24' O.G. SECOND LAYER 1V APPROX WEIGHT: 9 PSF GA FC 5406 FIRE -SHIELD WALLBOARD OR %' F.S. SOFFIT BOARD ATTACHED WITH SCREWS 12' OC. 1/2' PLYWOOD FLOOR. CEILING PROVIDES ONE THICKNESS: i' FIRE TEST: UC, 12-1-64 G'A' RG 2601 HOUR RESISTANCE PROTECTION FOR WOOD FRAMING. LIMITING HEIGHT: REFER TO U.L. HANDBOOK FIELD SOUND TEST: ACI 1131A,1-14-64 APPROX WEIGHT: S PSF FIRE TEST: REFER TO U.L. HANDBOOK FIELD SOUND TEST: REFER TO U.L. HANDBOOK Ife I4A,tIN4i 8CALEo R.00�}�,�- GSE/ I L INC I N"R 3 a 1-0 �I% IAtMG STC GA. NO. >I � WALL ASSE � BLS< 3' � 1'-0' MC3 STC UL ceelaN * 3"=1—ol, OTC GA f' LE NO. WALL ASSEMBLY "-(; 'a"�S� Ii N/Q RC 260 45 TO 49 U 438 GAOe 54 WP 1530 SEE DETAILED DESCRIPTION LOCATED ON SHEET FR -3 GA FILE NO. WP1530 GYPSUM WALLBOARD, METAL STUDS BASE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARAL- LEL TO EACH SIDE OF 1 5/8' METAL STUDS 24' O.G. WITH TYPE S DRYWALL SCREWS 12' O.C. FACE LAYER 1/2' TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED ON EACH SIDE TO STUDS WITH 1 5/8' TYPE S DRYWALL SCREWS 12' O.G. STAGGER JOINTS 24' D.C. EACH LAYER AND SIDE. SOUND TESTED USING 1 1/2' MINERAL FIBER IN STUD SPACE. (NLS) I I HOUR FIRE RATING - REOUIRED. 2 HOUR RATING PROVIDED EACH 51DE SEE U905 ON SHEET FR -3 2 HOUR FIRE RATED - ASSEMBLY WPI530 EACH SIDE SEE DETAIL 8/AWI 212' METAL STUDS — AT 24' O.G. 1/2' OFFSET %' M.R. DRYWALL------ 1,_,7 1/_- C.M.U. BLOCK WALL WITH 2 HOUR CHASE AT PARTY WALLS AT 5TH FLOOR CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS TYPICAL E.I.F.S. SEE SPECIFICATIONS. 5/8' 'DENS GLASS GOLD" EXTERIOR GYPSUM BOARD 5/8' GYPSUM BOARD 3 V METAL STUDS AT Vo' O.C. SOUND BATT INSULATION AT ALL EXTERIOR WALLS. METAL STUD TRACK FLOORING CLASS 'A' FLAME SPREAD PER SCHEDULE, BASE PER SCHEDULE. EXTERIOR WALL r- -1 1•�-r'1� 0� d) O � UJ W o\° tu U Q_ o�on (P (2 Z Q Lorl) p NCA N W 00 Z a _ O $ l ) z V N Z 8 z Z Fr 0 �� ...� g o w CJ) Wo c5 Q w� _j r U " a Q;: a W (D 00 Oc)00 Q CL Q M Q W � 0 J �L [.,i�� V Z m o � a Ln Z cr oz w�OoiiwJ io�m �iw�arwQ� oS30 grana v ow ix= 0 urw i20kmwov�- a SnT�rIwr yy Touj OW O��C�� ZW84%-s2Q pzzc�pvoiQa ZLLJ zQa� new r ^ wzc_xiF=�'a V 1 V r yQWrt¢0o hz a 3 M 0 0 V J m W CL o a� SHEF f NO. REV, NO.: Q -A-801 upro ��V C.M.U. BLOCK WALL WITH 2 HOUR CHASE AT PARTY WALLS AT 5TH FLOOR CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS TYPICAL E.I.F.S. SEE SPECIFICATIONS. 5/8' 'DENS GLASS GOLD" EXTERIOR GYPSUM BOARD 5/8' GYPSUM BOARD 3 V METAL STUDS AT Vo' O.C. SOUND BATT INSULATION AT ALL EXTERIOR WALLS. METAL STUD TRACK FLOORING CLASS 'A' FLAME SPREAD PER SCHEDULE, BASE PER SCHEDULE. EXTERIOR WALL r- -1 1•�-r'1� 0� d) O � UJ W o\° tu U Q_ o�on (P (2 Z Q Lorl) p NCA N W 00 Z a _ O $ l ) z V N Z 8 z Z Fr 0 �� ...� g o w CJ) Wo c5 Q w� _j r U " a Q;: a W (D 00 Oc)00 Q CL Q M Q W � 0 J �L [.,i�� V Z m o � a Ln Z cr oz w�OoiiwJ io�m �iw�arwQ� oS30 grana v ow ix= 0 urw i20kmwov�- a SnT�rIwr yy Touj OW O��C�� ZW84%-s2Q pzzc�pvoiQa ZLLJ zQa� new r ^ wzc_xiF=�'a V 1 V r yQWrt¢0o hz a 3 M 0 0 V J m W CL o a� SHEF f NO. REV, NO.: Q -A-801 r � ASPHALT 5HINGLE5 OVER 30 LB. E= UILDING ASPHALT SHINGLES OVER 30 Le. 5UILDING �• PAPER ON 5/8' EXTERIOR GRAPE PLYWOOD PAPER ON 5/5' EXTERIOR GRADE P YWOOD 5" ON PRE-•ENGIN1=ERED WOOD TRU55E5 AT 24' L ' ON PRE-ENGINEERED WOOD TRUSSES AT 24 O.C. 1. 15" 22- 1 I 12 12 2 8 8 8 R-30 MIN. BATT INSULATION THROUGHOUT � - . - 5 R-30 MIN. BATT INSULATION THROUGHOUT 5 .� SEE FIRE SPRINKLER DRAWINGS FOR FULLY SEE FIRE SPRINKLER DRAWINGS FOR FULLY SEE STRUCTURAL DWGS. AUTOMATIC FIRE SPRINKLER SYSTEM IN ATTIC AUTOMATIC FIRE SPRINKLER SYSTEM IN ATTIC FOR LINTEL TYPICAL ALUMINUM DRIP EDGE FLASHING PER ROOF ALUMINUM DRIP EDGE FLASHING PER ROOF E.1 F.5. ON V CMU. SEE MANUFACTURERS SPECIFICATIONS MANUFACTURERS SPECIFICATIONS STRUCTURAL DRAIUING9 FOR ALUMINUM GUTTER SEE ALUMINUM GUTTER SEE VERTICAL REINFORCING AND ° SPECIFICATIONS SPECIFICATIONS FILLED CELL LOCATIONS ° . TYPICAL.5/6' DRYWALL ON 1/8' ip •FURRING1$(�'-3 t� "_ 113' -fp' - ROP AND CAULK PER CHANNEL FURRING E.1.F.5. AT 24' O.C. SPRING -c LINE MANUFACTURERS SPECS. (TYAT EXT. CMU WALLS) SPRING LINE P. I0T-O' FLOORS - - 2 THRU 5 ul DRYWALL CORNER BEAD FLASHINGDRYWALL CASING READ Z WINDOW SEE SCHEDULE CAULK AS REQUIRED a DRYWALL BEYONDt- [iaa�Caa Z CONT, P.T 2'x 1r0' FASCIA E30ARID ) CONT. P.T 2'x 1f0' FASCIA POARD 0 l l ��/ HEAD v WINDOW I�Cl1D 1443' »8' TOP OF C.M.U. / CONT. PREMANUFACTURERED CORNICE 0 5EE SPECIFICATION5 1 4 � BLOCK WALL AMB SIM. ESOT. OF TRUSS 0 o- e 3' = 194r CONT. PREMANUFACTURERED CORNICE 0 a SEE 5PECIFICATION5 1 SPRINKLER SOFFIT DETAIL � m o , CONT. 2'x4' NAILER PER CORNICE I HOUR FIRE RATED CEILING CONI'. 2'x4" NAILER PER CORNICE Q �n cp MFRG.'5 SPECIFICATIONSRG26r0) SEE SHEET A801 FOR MFRG.'$ SPECIFICATION5 Tt m ROD AND CAULK PER E.I.F.5. MFGP, A DETAILED DESCRIPTION ROD AND CAULK PER E.I.F.5. MFGR. ALUM. DOWN SPOUT EEYONDSEE REFLECTED CEILING PLAN$ E.I F.S. ON 'i8" "DENS GLA55 GOLD" FOR CEILING FINI$HE5 EXTERIOR SHEATHING ON 35i8" METAL STUDS AT Iro" O.C. 31/21 BATT INSULATION TYPICAL ALUM. DDUJPI SPOUT BEYOND AT EXTERIOR WALLS, ROD AND CAULK PER E.I.F.S. MFGR. 31i2' BATT INSULATION TYPICAL AT EXTERIOR WALLS SEE STRUCTURAL PLUGS. J FOR LINTEL TYPICAL ALUMINUM FLASHING O - 8 3/4' STUCCO 'ON 5' C.M.U. SEE .4 5/g' DRYWALL ON I/g" STRUCTURAL DRAWINGS FOR CHANNEL FURRING cc VERTICAL REINFORCING ANP° e AT 24" O.C. FILLED CELL LOCATIONS '' 4 (TYP. AT EXT. CMU WAL.5) CONT. PREMANUFACTURERED CORNICE O TYPICAL. E.I.F.S. ON 6%" Dl"NSr�LA58 5EE SPECIFICATIONS � � � o ROD AND CAULK PER v ON 3!/a' METAL STUDS SEE STRUCTURAL DWG5. ROD AND CAULK PER E.IF.$. 11FGR. o MANUFACTURERS 5PEG5, p 4,j 0• -' STUDS a IF,' O.C. INSTALL FOR HEADER TYPICAL �Juu�_ u �`-to_t'..-8�•_.� PER MANUFACTURERS /1` 148'-8" TOP OF C.M.U. / ICL z E _ HEAD HT.� SPECS. TYPICAL, NV WT, Of- TRUSS � � � SEALANT EJF,$, ON 51/8" 'DENS GLASS GOLD' U a P•T. SHIM AS RECD. ROD AND CAULK PER E.I.F.5. 5/g' pRYWAII EXTERIOR SNEATHINC ON 35!8"n IIII Ak 7= FLASHING MANUFACTURERS SPECS. ........... METAL STUDS At 1Fa" O.C. 49L loll -044[17?1 HOUR FIRE RATED CEILING D FLOORS 2 THRU 5 RC2(o 01 5EE SHEET AWI FOR A DETAILED DESCRIPTION 0 D.W. CORNER BEAD w F•- ' FLASHING SHIM AS REQUIRED WINDOW SEE SCHEDULE CAULK l DRYWALL BEYOND ROOF .DETAIL. ROOF DETAIL O Q AUTOMATIC DOOR OPEN SENSOR AUTOMATIC ALUMINUM t DOOR A9 SCHEDULED COLOR: BONE WHITE � J STANLEY DUP.AGLIDE —i 3000 SEE SPECS. � I WINDOW HEAD Kam u Z HEAD AUT®, ®OOR 5 ®F��E WALL AMB SIM. I A5 r� = CONC. SLAP I 12 SEE 5TRUCT.i METAL REGL T ANP FLASHING �' 0 G T.O. SLAB CONT. 2x BLOC ING SHINGLES ROOF EL. 112'-0% id. �' 4 � Cn A , 4 ° q —� 4 CONT. 2x ° 12 " BLOCKING CONG. BEAM --- - o o �r0�Z �J SEE STRUGT. ,.aq .. —BATT INSUL. r w a > a � ¢ o ¢ ' QSSEL V o EL FLOOR (DRAIN FINISHED P30�': 0F BEAM. ��N�tnz SEE PLUMB. DWGS, FLOOR IV EL. 110'-0" 5 4a�—DVWU xzw — ro' ALUMINUM GUTTER (TYP.) FLASHING CEILINGSEE STRUCTURAL OR LINTEL TYPICALWGS. EL. 101V -01U o PBL. 2 x P.T, IUD. " LEDGER) W/ �2"0 R4Wl PRE -ENG. WOOD Q¢o STRUCTURAL DRAWINGS FOR " o z vi o a STUCCO ON 6' C11.U. POWER BOLT a 24 O.G. TRUSS 2'-0' D.C. ALUMINUM CORNICE PROFILE a: 2- F -(•U VERTICAL REINFORCING AND ° J (4" EMBED MIN) TYP. TYP' , A$ MANUFACTURED BY 50UTHEF Z a Z W FILLED CELL LOCATIONS 4 ° . ALUMINUM FINISHING= CO. OR Wz-E��`� U �— ° 5/8' DRYWALL ON i/8' � • 4 " w _ TYPICAL. : ' ` CHANNEL FURRING ° CONC. SLAB APPROVED EQUAL. <� $ �- o U ROD AND CAULK PER AT 24' O.C. a 5EE STRUCT. DU46. MANUFACTURERS SPECS. c.; rA (TYP. AT EXT. CMU WALLS) °' CONC. BEAM L ° o m 107'-4' 15T FLR SEE STRUcT. 4 m D.W. CORNER 51D. FLASHING-- —_ D.W. CA51NG BD. ° Q WINDOW SEE SCHEDULE -CAULK AS REQUIRED U DRYWALL 5EYOND .� Ld LA WINDOW HEAD ® C.M.U. AMB SIM. TYPICAL FLOOR DRAIN DETAIL LOW ROOF DETAIL sH�� No. R��o.: 3 A®802 TV V. '��. q9 rn N 0 0 0 II 0 i v O 00 Q L0 r� Lr) J CD i, SYNTHETIC MARBLE WINDOW SILL SYNTHETIC MARBLE WINDOW SILL PER FINISH SCHEDULE, PIER FINISH SCHEDULE, DOUBLE P,T. 2' x 4' '$ DOUBLE P.T. 2' x 4' '5 THRU WALL FLA5HINCa PER WINDOW--, THRU WALL FLASHING PER WINDOW MFGR, SPECIFICATIONS MFGR SPECIFICATIONS INSTALL 1� (9"3j• is PER MFGR.15 FLASHING AT A/C UNIT PER A/C UNIT--�_ FLASHING AT A/C UNIT PER A/C UNIT SPECS. MFGR, SPECIFICATIONS MPGR SPECIFICATIONS 5/0" GYPSUM E30ARD ► /I t; V 'DENS GLASS Sia' DRYWALL I ALUM. DOWN SPOUT BEYOND EXT. SHEATHING -- BATT INSULATION g/a' DRYWALL i 1/2'/FT, SLOPE 112"-®" F.F. 'iz" SEALANT I '/z" SEALANT I ; a - I I I - � i. � up • p D LINE OF E,IF.5, BEYOND - ' i LINE OF E.IJ .5. BEYOND I " 2' Q I e I i 11" P,p A Ap D, A/C UNIT SEE MECHANICAL r A/C UNIT SEE MECHANICAL - o DRAWINGS TYPICAL Is! + DRAWINGS TYPICAL I'll', E.IF.S. BUILDOUT AS SHOWN Q BASE - SEE ROOM FIN. SCHED. I 5A$E - SEE ROOM FIN. SCHED,FULL LENGTH OF WINDOW CONCRETE $L,45I DROP CEILING 1/2" DRYWALL g MASONRY UNIT ATTACHED TO I/8' HAT CHANNELS - `+ " IP 16' O.C. ON 1.1/2' COLD ROLLED I '�z' SEALANT i '/2' SEALANT I 1 CHANNELS a 24' O.C. SUSPENDED 2" P.T, 1" x 4' SHIM ON GONG, CURS CURB ON I' x 4' SHIM ON CONG, CURI " ON WIRE TIES )=.I.F.S, BUILDOUT -,�.-- , CONTRACTOR TO COORDINATE CONTRACTOR TO COORDINATE AS SHOWN GURB HEIGHT WITH UNIT. CURB HEIGHT WITH UNIT. VARIES •W 3RD 4 4TH IFP, W 5TW PP. � - 3/4' STUCCO ON V C11A SEE STRUCTURA(_ A • 3/4' STUCCO ON — --i. DRAWINGS FOR ALL FILLED CELLS ", 0 6' C.1" 1 U. SEE 5PEC5, TYPICAL ul ROD AND CAULK PER E,I F S, MPGR ROD AND CAULK PER E.I.F.5. MFGR E.IF.S. Pl11LDOUt A5 SHOtihlfu E,IF.S. BUILDOUT A$ SHOUIN WINDOW OR STOREFRONT SEE PLANS > SEE DETAIL 5/AW3, SEE REFLECTED CEILING PLANS SEE DETAIL 5/AW3. SEE REFLECTED OILING PLANS STOREFRONT SHOWN IN THIS DETAIL r ALUM. DOWN SPOUT BEYOND FOR CEILING FINISHES ALUM DOUN SPOUT BEYOND FOR CEILING FINISHES WINDOW 51MILAR TO 3/A602, N FLOOR 6LA13 SEE STRUCTURAL FLOOR SLAP SEE STRUCTURAL " E.I F.S. ON g/a' 'DENS GLASS GOLD' DRAWINGS TYPICAL S/ DRAWINGS TYPICAL U (L CARPET AND PADDING PER E.IP.S. ON e DENS GLASS GOLD EXTERIOR SHEATHING ON 35/a' EXTERIOR SHEATHING ON 3a�8' CARPET AND PADDIW4 PER m 4p 01 METAL STUDS AT 16' OG, ROOM FINISH SCHEDULE METAL STUD5 AT Ih" O,C. ROOM FINISH SCHEDULE � 6) 3!,' BATT INSULATION TYPICAL ---3'/2' BATT INSULATION TYPICAL— AT YPICAL AT EXTERIOR WALLS AT EXTERIOR WALLS z (j)�ECTION THRU AIC UNIT SECTION THRU AIC UNIT UCCOBUILDOUT TRANSITION DETAIL - 1St TO 2nd FLOOR -oma)�T z-oma 11/2W -oma Q N N SYNTHETIC MARBLE WINDOW SILL w h h PER FINISH SCHEDULE. n-- F - DOUBLE P.T, 2'x 4' 'S o THRU WALL FLASHING PER WINDOW ` e WAR, SPECIFICATIONS IPNEMOF WINDOUJ 1/2' SEALANT JOINT [� E /47_� AROUND UNIT. COLOR TO Z MATCH TONE WHITE FACE OF -- FLASHING AT A/C UNIT PER A/C UNIT�� - SILL FLASHING '�3 Z N MFGR SPECIFICATIONS PTAC GRILLE �Z z OE Q -* ZFACE OF EIFS 0 � o `� No' DRYWALL -- o W SOAPSTONE Q_ z iz' SEALANT- oQ LINE OF E.IF.S. BEYOND A/C UNIT SEE MECHANICAL DRAWINGS TYPICAL 1"i iv FACE OF E IFS TRIM 0 00 E.I.F.5. ON Na' DEN5GLA55 SAND. COLOR BONE ', r BASE - SEE ROOM FIN. SCHED. I BOARD ON AV METAL `x � w � � � 5TUD5 0 16' O.C. INSTALL WHITE, BAND OCCURS t AT 5TH FLOOR ONLY - W 1/2' SEALANT PER MANUFACTURERS 1 cp Q w SPECS. TYPICAL, V U w P.T. I" x 4' SHIM ON CONC. CURB F- — O coo CONTRACTOR TO COORDINATE 1 ---- 5/g' DRYWALL r_ _ ^ Q M � CURB HEIGHT WITH UNIT. E,I,F,S, CONTROL JOINT, AT z 112'-0' 139'-0 r-LOOR LINE INSTALL PER • 2ND IF)=. ; ' P 5TH E,I^. MfiC�R SPECS. TYP. o Q ROD AND CAULK PER E.IF.S. MKsR CARPET AND PADDING PER FINISH SCHEDULE E,IF.S. BUILDOUT AS SHOWN SEE DETAIL 5/A2f03. SEE REFLECTED CEILING PLANS FLOOR SLAB SEE (o ALUM. POWN SPOUT RI=YOND FOR CEILING FINISHES STRUCTURAL DRAWINGS AWS FLOOR SLAB SEE STRUCTURAL FAGS OF );IFS 3/4' STUCCO ON V C.M.U• SEE STRUCTURAL - •- DRAWINGS TYPICAL SOAPSTONE DRAWINGS FOR ALL FILLED CELLS CARPET AND PADDING PER H AT AT 3 I ' ND , RD, 4TH ROOM FINISH SCHEDULE FLR FLOORS two )�lCT!®N THRU AIC UNlT DETAIL AT BANDELEVATION 10 PTAC UNITx"= %(�' U 1a 1C) SYNTHETIC MARBLE WINDOW SILL PER FINISH SCHEDULE, DOUBLE P.T. 2' x 10 '5 CUT AS READ, THRU WALL FLASHING PER WINDOW MFGR 5PECIFICATION3 U •+ f d w FLASHING AT A/C UNIT PER A/C UNIT 0- MFGR. MFGR SPECIFICATIONS NOTE: OVERFLOW DRAIN WITHOUT STRAINER -- PROVIDE ELBOW AT TOP WITH �-- w ~ B � ICX INVERT ELEVATION 3' BELOW TOP OF TROUGH -- HAND TIGHTEN EL15OW CONNECTHE5ETED DNT TO BE zo o m gib' DRYWALL SEPARATE LINES SEE "~ w K T~ z N 'iz' SEALANT • a w��� w o 0 I 14'W x 12'D x 96'L CONCRETE BASIN SLOPI=D TO pR,41N 0.- 4z i PLUMBING DWGS. TYP. o g o 0 0� a FLOOR DRAIN WITH REMOVABLE DOMED LINT STRAINER (STRAINER TO HAVE LARGE OPENINGS) LINK= OF E.I.F.5. BEYOND RE.IF S. ON g/a' DENSGLASS LAUNDRY TRENC I I IUELDED WIRE MESH AS SHOWN W g r� R� Q A/C UNIT SEE MECHANICAL GRATE BY Cx.C, I WASHER/EXTRACTOR WITH I z z z w ¢ t . w DRAWINGS TYPICAL 1'j - BOARD ON 3�/a' M!~TAL I I M vrc, m 8 a = L 3 MIN COVER AT TOP AND BOTTOM ow STUD5 16' O.C. INSTALL I SOFT -MOUNT " T3AR5 EACH WAY AS SHOWN WITH N $ F PER.MANUFACTURERS r� i--T----------------------T - � ozw3 o' ° ° a a " ° a ? FLOG 5 o`'ovi�Nwo BASE -SEE ROOM FIN SCHED. I SPECS, TYPICAL, z a v a BE ih LO SEALANT I • .'a R LAB Q_ Bw 5/6' DRYWALL o� r P.T. i" x I(�" SHIM ON GONG, CURB a--� a / g o t w m o CONTRACTOR TO COORDINATE I 4 a. ° 4' a, a a a' a z a a � / � �/ ISOLATION ��-��o�zw V,4RI ES - 4' 9 . a JOINT SEE b z 4 CURB HEIGHT WITH UNIT. v a' a • 'V'oa F'L.00RE.a 3,4 a, .. d;' 4 0 Q q:° ° a� STRUCTURAL i o w F p n a \ \ ° a q ' 4 ° a a• ���� / r ocefoo ROD AND CAULK v \ a r o' ' ° 4 a '' a Q CARPET AND PADDING PER / 4, a _ 4 ° ° qL / m PRE FINISHED ALUMINUM FIN15H SCHEDULE / a ° a "14 a.°a.. a 4 ''4OUN 5 OUT 4 SPLASH PLOGK---'----'--------- -' - � 0' PP ` SEE 5PECIFICATION6 DATUMS/N�v9zsl / T�� y/ \ r� FLOOR SLAB SEE / �/ �7` / �� T �� 19 > STRUCTURAL DRAWINGS / / / ...J �._ Q -} , \ o v 0 , f I I ( I NOTE: 4 VERIFY MACHINE DRAWINGSSETYPICAL Y P STRUCTURAL I ( I I I MOUNTING REQUIREMENTS - O 1� WASHING MACHINE DRAINAGE BASIN ji - H 0 SHEEP N0. 3 SECTION THRU A/C UNIT CONTROL OINT A-803 4 AUX, V ` l ft) 1� I 0 u�Ul F- M Z � � o\° I O E0-11 0) 6� 01 0 01 0) M C14 011 CL _jx ... �' u 0 . (�� o �/ z r' z < N o� o �Ly+1 LJoo .� 0 W w Q �a opo co 0 0 r a �., Q 4 somwas ' c Cie a w�Qa U_poL�w E5`ir,- OF -LI pxaNavl Lo OD LO �LOFU--~cr V1uj T �p74 VL.a v;2o owe,_ -t q o Qw0-N�� 0c>Nawaq "c -4, oa��c��'Qu�ga �U�3Q�oo Q � z 0 LA 0 SHEET N0. REV�ht),: Q A,701 FLOOR BASE WALL / FINISH CEILING REMARKS FLOOR BASE WALL FIN 1 $ H CEILING REMARKS FLOOR BASE WALL / FINISH CEILING REMARK-,$ ROOM N0. ROOM NAME MATERIAL/ FINISH F70M N0 ROOM NAME MATERIAL/ FINISH ROOM Nm, ROOM NAME MA1 AL/ FINISH NORTH SGIItL ! EAST WEST NORTH SOUTH EAST WEST NORTH 8OUTN EMT WEST lei ENTRY VESTIBULET _ B-1 WC -I WC -1 WC -1 WG -1 G -I 1 4 4 1 4 5 GUEOTROOM GPT -I B-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL- NOTES 3, 4, 6, 'i, 8, 12, 14, 18 SEE CxE1NERAl, NOTES 3, 4, 6, 1, 12, 14, 113 X 1 9 GUEBTROOM GPT -I B-8 P-3 P-�3 P-3 P-3 C-3 SEE GENERAL NOTE$ 12, 14, 15 1 0 2 LOBBT GPT -2 T -VT -4 B-1 WC -1 We -1 WC -1 WC -1 C-1� SEE GENERAL NOTES 1, 2, 9, 10 II 18 GUEOTROOM 15ATH GUESTROOM T-2 cPT-1 L5-4 B-8 WG -2 P-3 WC -2 P-3 WC -2 P-3 WC -2 P-3 C-3 C-3 GrUESTFdUOt1 OATH t -Z B-4 WC -2 WC -2 WC -2 WC -a C-3 1 0 3 BOARD ROOM GPT -4 5»1 WC -1 WC -1 WC -1 WC -1 C-4 x Z 0 GUEOTIROOM cpT-I B-8 P-3 P-�3 P-3 P-3 C-3 SEE GENERAL. NOTES 3, 4, 6, 1. 12, 14, 15 104 STORAGE VCt-1 B-2 P -I P -I P-1 P -i EXPOSED CEILING GUE$TRDOM 15ATH T-2 B-4 WC -2 WC»2 WC -2 WC -2, C-3 GUESTROOM BATH T-2 15-4 WG -a We -2 u1C-a WG -a c-3 1 0 5 WA'T'ER HEATER ROOM SEALED CONCRETE E5'2 P-1 P-1 P -I P-1 EXPOSED CEILING 149, STAIIR 2 VGT-1 F"a ®-a P-1 P -I P, -t P -I N/A X 2 1 GUE$TROOM CPT -1 t5 -s P-3 P-3 P-3 P-3 c-3 SEE GE=NERAL NOTES 3, 4, 6, 1, la, 14, 15 1 0 6 ----"" MECH/ELC. RGyUI"t "ED CONCRETE 0.2 P_1 P-1 P -I P -I EXPOSED CEILING 1 4 1 HOUSEKEEPING $EAL1Wi7 CONCRETE B-1 F* -1 P-1 P-1 P-1 C-4 GUEST1ROOM BATH T-2 B-4 WC: -2 WC -2 WG -2 WC -2 C-3 101 STAIR 1 VCT-1� p_a 15-a P-1 P -I P-1 P-1 N/A 1 4 8 GUESTf�OoM GPT -1 B-8 P-3 P-3 P-3 P-3 C-3 SES 6GEINEPAL 1NOTE8 Xaa GUESTFk>OM GPT -1 5-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL. NOTES 3, 4, 6, 1, 12, 14, It3 1 m 8 MECHANICAL ROOM 1 CONCRETE 15-2 P-1 P -I P-1 P-1 CEIX L� D GUEST'ROOM MATH t-2 Ey"4 WG -2 U1C-Z WC -2 WC -2 C-3 GUE$TROOM BATH T -a B-4 WG -2 WG -2 WC -2 WG -2 C-3 1 ?� 'd FIRE PUMP ROOM SEALED CONCRE B"Z P-1 P-1 P -t P -I EXPOSED CEILING 1 4 9 GUE$tROOM CPT -1 B-8 P-3 P-3 P-3 P-3 C-3 SEE (NERAL NOTES 3, 4, 6, -I, 8, la, 14, 15 ?< Z 3 GUEStR001`l GPT -1 B»8 P-3 P-3 P-3 P-3 G-3 SEE GENERAL NOTES 3, 4, o, 1, la, 14, 15 1 1 0 PREP AREA T-6 5-6 P-1 P-1 P-1 P-1 C-1 GUESTROOM BAT{ 1 T-2 15-4 WC -2 WC -2 WC -2 WG -2 C-3 GUESTR.00M BATH t-2 15-4 WC -2 WC -2 We -2 WC -2 C-3 1 1 1 AIC ROOM SEALED CONCRETE i5 -a P-1 P -I P -I P -I e-1 1 5 0 POOL DECK F_1 _. --- -__ SEE GENERAL. NOTE 16 x 2 4 GuESTRox.�t CP'i'-1 5-8 P-3 P-3 P-3 P-3 0-3 SEE GENERAL NOTES 112 CLOSET t-6 15 -Fa P-1 P-1 P-1 P-1 C -I 1 5 1 POOL VE8TleULE T-1 B"1 P-1 P-1 P-1 Pal C-1 GUESTIROOM BATH T-2 B-4 WC -2 WC: -2 WC -2 WC -2 C-3 1 5 2 STORAGE CONCRXPOOETE CONGRE 8-2 P-1 P-1 P-1 P -I EXPOSED CEILING 1 13 CORRIDOR VCT -I p3 -i WC -I WC -1 WC -1 WC -1 C»1 $1rE GYRAL NOTE i3 X 2 9 HOUPEt<eEPING SEALED CONCRETE 19-1 P-1 P-1 P-1 P-1 0-4 x 0 1 GUE$TROOM LOBBY T-1 5-1 WC -1 WC -1 WC -1 WC. C-1 1 1 4 DINING AREA CPT -2 T -1/T-4 S-1 WC -1 WC -1 WC -I WC -1 C-1 SEE GENERAL. NOTES I, 9, 19 X a 6 CORRIDOR CPT -2 0-1 WC -1 WC -1 WC -1 WG -1 G -I SEE GENERAL NOTE 13 X 0 2 GUE$TROOM GP -1 B-8 P-3 P-3 Iw-3 P-3 C-3 SEE GENERAL_ NOTES 3, 4, 6, 1, t2, 14, 15 1 1 5 ELEVATOR MACH. ROOM SEALED CONCRETE B-2 P-1 P-1 P-1 P -I EXPOSED , CEILING X 2 1 STAIR 2 VF -2_1 F3-2 P -I P -I P-1 P-1 C-1 GUEATR.00M 15ATA T-2 B-4 WC -2 WC -2 WC -2 We -2 C-3 1 1 6 ELEVATOR I GPT"a »-_ PL -i PL -i PL -1 PL -I PL -I SEE GENERAL NOTE 5 X 2 a GsUIrBTRQOt-t CPT -I 5_1 P-3 P-?� P-3 r_3 G-3 S>rE G1=NERAL hlOTE9 3, 4, GEN 12, 14. N 15 X 0 '� GUESTROOM CPT -1 R-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL- NOTES '-+. 4, 6, 1, la, 14, 15 1 I 1 ELEVATOR 2 CPT -2 "-- PL'1 1aL-i PL -I PL -1 PL -I SEE GENERAL NOTE 5 GUE$tRAO1K 15ATH T-2 E5_4 WC -2 WC -2 WC -2 WC -2 C-3 GUESTROOM 15ATH T-2 B_4 WC -2 WG -2 WC -2 WC -2 G_3 lie A/C ROOM SEALED CONCRETE B-2 P-1 P-1 P-1 P-1 C-1 X a 9 GUEStROOM CPT -1 5-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL NOTES 3, 4, 6, 1, 12, 14, 15 X 0 4 GUESTR�]OM GUESTIROOM BATH CPT -1 t»a B»SS �_4 P-3 u1G-a P-3 WC -2 P-3 We -2 P-3 WC --2 C-3 c»3 SEE C�Ni>RAL. NOTES 3, 4, 6, 1, la, t4, t!g lis FRONT DESK CPT -4 15-1 WC -1 WG -1 WC -1 WC -1 C-1 SEE GENERAL NOTES � t� a GUES.TROOM 15ATH _.__.. T -a p_,{. WG -a WC -2 WC -2 WG -2 C-3 1 2 0 EAJ81NESS CENTER GPT -4 B-1 WC -1 WG -I WC -1 WC -1 G-4 SEE GENERAL NOTE 11 X 3 0 GaUE8TR001`i OPT -1 t'3»8 � P-3 ��� __._ P-3 __ P-3 P-9 -� C-3 ------- SEE GENERAL NOTES 3, 4, 6, 1, 12, 14, 113 X 0 $ CIUESTROOM GPT -i B-8 P-3 ➢�'-3 P-3 P-3 C-3 SEE GENERAL. NOTES 3, E 6, N 12, 14, {5 i 2 1 OFFICE CPT -411 13-1 WC -1 WC -1 WC -1 WC -1 C-4 GUESTROOM BATH T -a B-4 WC -2 WC -2 WC -2 WC -2 C-3 C�I.LESTIROOM BATH 1 t-2 E$-4 WC -2 WG -2 WC -2 WC -2 c-3 1 2 2 870RAGE YCT-1 15-2 P-1 P-1 P-1 P-1 c-4 X 3 1 GUESTIROOM GPT -I B-8 P-3 P-3 P-3 P-3 0-3 FEE GENERAL NOTES 3, E a N la, 14, 113 2 0 6 506 1"1ECH./EI,EC. i�ccvM EXPOSED CONCRETE 5-2 P-1 P -i P-1 P -I C-3 GUESTROOM 15ATH T -Z B-4 WC -2 WC -2 WC -2 WC -2 C-3 1 2 3 WORK ROOM GPT -4 B-1 WC -1 WC -I WG -1 WC -1 C-4 SEE GENERAL NOTE 11 1 a 4 OFFICE CPT -4 B»1 WC -1 WC -1 WC"I WC -1 G»4 3,016 4 0 6 GUE$t LAUNDRY VGt-i B-2 WG -1 WC -1 WC -i WC -1 G_1 x 3 a GUEStR,®C)i`i GPT -I 5-8 P-3 P-3 P-3 P-3 C-3 SEE GENEIRAL NOTES 3, 4, �,1, la, i4, i15 I a 5 PBX .___._. GPT -4 B -i WC -1 WG"I WC -1 WG -1 C-4 GUESTRC70M 15ATH T-2 t5-4 WC -2 WC -2 WC -2 WC -2 C-3 X 0 1 COSSIDOR GPT -2 15-1 WC -1 WC -1 WC -1 WC -1 C-1 SEE GENERAL NOTE 13 12 6 . CORRIDOR GPT -2 B -i WC -I WC -t WC -1 WC -1 G-1 SEE G,1=htERAL NOTE 13 x 3 3 Gd1E8tiROOM CpT-1 15»8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL NOTES X PJ r?s STAIR 1 V,CT-i F_Z p_a P-1 P -t P -I S<' -i C-1 1 2 1 MEETING ROOM GPT -4 B-1 WC -1 WC -1 WC -1 WC -1 C-1 G�UE$tRooM 1sATN T-2 �-�. W:»a UJC.-2 - WC -2 WC -2 G-3 X 0 `3 CdUES1ROOM GPT -i R-8 P-3 P-3 P-3 P-3 C-3 SEE GENEIRAL. NOTES 3, 4� '� �, 12, 14, 113 12 8 STORAGE VCT -1 15-2 P-1 P-1 P -I P -I C-1 X 3 4 CYItESTROOM CPT -I B-8 P-3 P-3 P-3 P-3 0-3 --- -- $!=E GENERAL NOTES 3,4,6,7,12,14,15 GUEStROOM BATH t-2 B -q WC -2 WC -2 WC -2 WC -2 C-3 12 °� MEN T-) S-1 WC -1 We»i WC -1 WC -1 C -2 GUESTROOM 15AtH T -a 0-4 tuc-a uu1G-2 WC -2 WC -2 c-3 X 1 m GUESTROOM CPT -1 1`3-8 P-3 P-3 P-3 P-3 C-3 SEE GJ=h1ERAL NOTES 3, 4, 6, 1, 12, 14, I& 130 WOMEN T-1 0-1 WG»i WC -i WC: -1 WC -1 C-2 GUE$TF�rC7o1"t GPT -1 B-8 P-3 P-3 P�3 P-'� C-3 SEE GENERAL NOTES X 3 5 3, 4, 6, 1, 12, 14, 15 GUESTROOM OATH T-2 B-4 WG -2 WC -2 WC -2 WC -2 C-3 GE1N 1 A�-', NOiES: GUESTROOM BATH t-2 B-4 WG -2 WC -2 WG -a WC -2 G-3 1 3 I 1 RESTROOM VESTIBULE t-1 B-1 WG -1 WC -1 WC -1 WC -1 11 C-1 X 1 1 GUEStROOM CPT-] 15-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL12,14 NOTES 3, 4, 6, 1, 12, 14, 13, 11, 2re 1 3 2 EMPLOYEE E31*:EAK ROOM VCT -1 B -Z P-1 P-1 . P-1 P-1 0-4 SEE GENERAL NOTE 11 GUESTROOM BATH T-2 B-4 WC -a WC -2 WC -2 WG -2 C-3 1 3 3 51-i Oyer= RESTROOM VCT -1 15-2 P -I P-1 P-1 P-1 G-4 X 1 2 Gl1E8T!®Od~I CPT -1 -3 P-3 P-3 P-3 C-3 SEE GL=TNEI�4L- NOTE$ 3,4, 6, 1, 1a,14,1S I. CROWN MOLL7ING AND CHAIR RAIL TO 131E EITHER (P -Z) OR (8t-2).CPL-�) t0 BE USED ON 1�C:E:PT1oN DESK WORK SURFACE ; 13f�AK TO BE DETEFn"IINEP SY Ol11NER 1l ,` ROOM, BUSH ESS CENTER 4 WORK ROOM CABINETS/COUNTER TOPS. a. FIREPLACE TRIM TO FSE (ST -1). 1a. (PL -13) TO BE USED BATH 4 cOFMcTop 600185, GUE$TROOM ,GUESTROOM 134 ELEc. ROOM SEAL -ED CoNcRETE B -a P -i P -i P-1 P -I G -i BATH T-2 rEB1 WC -2 WC -2 WC -2 WC -a c-3 VENDING AREA T -I E3 -i WC -I WC -1 WC -1 WC -1 C-1 Klt g Ct {1=NETTt* COUNTI~RTOP; '4 E9ACiC81�L ASW. 3. (WC -4) To e' e uwr,> iN G�UESTROOM VANITY AREA - OPTIONAL. I (15-1) 4. LPL 1) TO BE USED ON PUBLIC SPACE DOORS, GUE$TROOM 14. CS -I) TO >� USED IN GUf;�iIW>OM CORRIDORS. ENTRY DOOR$, ALL DOORS OPENING ONTO GUEST CORRIDOR -2) TO 15E USED IN GUESTROOM0. X13 VENDING AREA T -i WC -I WC -1 WC -1 WC -1 B-1 1 3 b POOL EQUIPMENT ROOM $EALEIa CONCRETE 15-2 P -t P -I P-1 P-1 _ C 1 X 14 ELEVATOR I CPt-Z --- -__ _-_ ,..._ --- ___ SEE GENERAL NOTE 05 1 3 1 CORRIDOR C4 -T-2 0-1 WC -1 WC -1 WC -1 WC -1 0-1 SEE GENERAL NOTE 13 AND GUESTROoM BASE OABINETS. ` 15. ($-3) TO >3E USED FOR VANITY TOP, TUB SUt�ROUIND AND $. ELEVATOR DOOM 4 FINISHES COORDINATED 15Y OWNER. -WINDOW SILL$. X 1 5 ELEVATOR 2 GPT -2 ^-^ --- --- --- -»- --- SEE GENERAL. NOTE 05 1 3 8 EXERCISE f�idOM C1"1'-d� �3-1, WC -1 WC -1 WG -1 WC -1 C-�4 X t b GUESTROOM CPT -I B-9 P-3 P-3 P-3 P-3 G-3 EWE C,ENERAL NOTES 3, 4, 6, "1, 12, 14, 15 6. GUESTROOM ENTRY DOOR THRESHOLD TO ME (1=-3). 16. (9-4) TO BE US>=D FOR POOL - WATERI..INE. 1. GUESTROOM BATH THRESHOLD TO BE (T-$). 11. (8-5) TO BE USED ON SINKRAIL TRIM AOOVE WAIL CF_FW1IC iN WHIRLPOOL. ROOM$. i 3 9 LAUNDRY RC)ph't T-6 �-6 P -I P -I P -I P-1 G-4 GUESTROOM i5ATH T-2 15-4 WG -2 WC -2 WC -2 WG -2 C-3 1 4 0 OFFICE GPT -4 B-1 WC -I WC -1 WC -i WC -1 C-4 8. ACCE8811�5LE ROLL -IN 8HOWER8 Aim TO 15E (5-'5) 4 (T-3). X 1 1 GUESTIPROOM CPT -1 5-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL. NOTES 3, 4, 6, 1, la, 14, 15 I8. (8-6) TO BE USED ON FIREPLACE SURROUND AND HEARTH. 9: (PL -2) TO 15E USED ON RECEPTION DESK 4 DINING ROOM COUNTERS. 19 1�ININCa ROOM BUFFET$ CAI;3INETE! A1� tO BE EITHER 10. (PL -3) TO BE USED ON RECEPTION DESK FAGS. (ST -1) OR (t;'L-4). tO BE DETERMINES o OWNER 20. (T-2) To B1 USED ON WHIIRLPoOL. 1 4 1 LINEN STORAGE -- VCT -I B-3 P -I P -I P -I P -I c-4 dkUE$TR.00P'1 BATH T-2 B-4 WG -2 WC -2 WC -2 WC -2 C-3 1 4 a CORRIDOR Cf -T-2 I5-1 WC -I WC -1 WC -1 WC -1 G-4 FEE GENERAL NATE 13 X 1 8 GUESTROOM CPT -1 B-8 P-3 P-3 P-3 P-3 C-3 SEE C►ENERAL NOTES 3, 4, 6, 1, la, 14, 15 1 4 3 GUESTROOM GPT -1 B-8 P-3 P-3 P-3 P-3 C-3 SEE GENERAL NOTES 3,4,6,-1,12,14,15 GUESTROCTM BATH t-2 15-4 WC -2 WC -2 WC -a WC -2 0-3 GUESTROOM 15ATH T_2 15-4 WC -2 WC -2 WG -2 WC -2 C-3 R 0 0 M FiNISH LEGEND] ITEM No. DESCRIPTION ITEM NO, DESCRIPTION ITEM NO. DESCRIPTION iTEM DESCRIPTION No. ITEM DESCRIPTION NO. ITEM DESCRIPTION NO. ITEM D1r8GRiPT1DN NO, FLOOR FLOOR BASE WALLS WALLS SOLID SURFACE MATERiAL SOLID SURFACE MATERIAL CPT -1 MATERIAL.: CARPET- PADDING- MANUF_ TBD PATTERN: T>5D COLOR. TBD REP CONTACT: , T-4 MATERIAL: CERAMIC ACCENT TILE - 4' X 4" MANUR., CERAMIC TECHNIQUE$ PATTERN: TUSCAN OLD STONE COLOR: LAPIS GROUT; HYDROMENT, 0328 BROWN NOTE: (OPTIONAL) USE FACTORY CUT ACCENT TILE WITH FINISH 0103 (EVERY FOURTH TILE CLIPPED AT ONE CORNER To ACCOMMODATE ACCENT TILE.) REP CONTACT, GERRY KINGS (110) 140-0050 X203 B-) MATERIAL: 4' RESILIENT BASE MANUR; MERCER PATTERN: TBP COLOR: TBD NOTE: COVED AT TILED AREAS STRAIGHT AT CARPET AREAS P -I MATERIAL: PAINT / SEMi-GLOSS COLO : 3I-IERWIN WILLIAMS COLOR: TBD NOTE: t0 ESE USED ON POOR BUCKS 4 BACK of HOUSE INTERIOR DOORS, ELEVATOR DOORS, HANDRAILS, AC REGISTERS IN LOBBY, WALLS IN TYP. STORAGE, LINEN 4 POOL STORAGE, LAUNDRY, STAIRS, ELEVATOR MACHINE ROOM, MAINTENANCE ROOM, MECHANICAL ROOM, ELECTRICAL ROOM, BREAKROOM, HVAC CLOSET, REP. CONTACT, MARK $OLTI$ (301) 459-5005 "4 MATERIAL- VINYL WALLCOVERING MANUR. BREWSTER WALLGOVERING PATTERN: gP-36-fag, DIAGC7NAL STRIPE COLOR: DARK SMOKEWOOD NOTE-. TO BE USED BEHIND LOBBY FRONT DESK REP, CONTACT: (800) 219-1219 PL -4 MATERIAL. PLASTIC LAMINATE MANUR; FORMICA OR WILSONARt COLOR: TBP NOTE: TO BE USED ON RECEPTION DE5K/UIOR'K SUIE"'FACE, 5REAK ROOM/COUNTER AND CABINET5, DINING ROOM/E,UFFET. CABINETS. 5"�" MATERIAL, SLATE STONE TILE MANUF.: CERAMIC tECHNIQl1ES PATTERN: PAYIMENTI COLOR: F0651L STONE GROUT: HYDROMENT, 0310 ANTIQUE: WHITE NOTES TO BE USED ON FIREPLACE SURROUND AND HEARTH, RR1=p. CONTACT: (11®) 140-005f0 CPT -2 MATERIAL-. CARPET- PADDING- MANUF.: T50 PATTERN: TBD COLOR= TBD REP CONTACT: B-2 MATERIAL: 4' RESILIENT BASE MANUF,7 MERCER PATTERN: TBD COLOR: TBD NOTE: COvED AT TILED AREAS STRAIGHT At CARPET AREAS 5T-1 MATERIAL.: $TAIN MANUF,- TBD COLOR: TESD NOTE: To BE USED ON FIREPLACE PRIM 4 BULL=ET CAeINET$. F,L_5 MATERIAL: PLASTIC LAMINATE MANUF.: FORMICA OR WE5TIW:sHOUSE COLOR; TPD NOTE: TO BE USED ON BATH 4 CONNECTOR DOOR$ 4 GUEST'ROOM KITCHENETTE COUNTERTOP AND BACK$PLA$H, ---- Gi=ILiNCx p�_2 MATERIAL: PAINT / EGGSHELL MANUF.: $HERWIN WILLIAMS DOLOR: SWI�o4E5, DOVER WHITE REP. CONTACT: MARK 30LTi3 (3fD1) 459-5003 NOTE: TO BE USED ON WOOD GAP ON HALF WALL IN GUESTROOMS. GPT -3 MATERIAL: WALK OFF LOGO MAT MANUF; THE MATWORICS PATTERN: MIRAGE - BLACK RU5 ER COLOR: FIELD -DIAMOND MAT II DOLPHIN BLUE LOGO -HORIZONTAL DIAMOND MAT II SILVER NOTE: MUST BE FIELD VERIFIED FOR DIMENSIONS (410) 192-2133 T-5 MATERIAL; MARBLE MANUF.; PAL -TILE PATTERN, WHITE CARRARA13_3 REP CONTACT: .JEFF E58A (410) 418-8166 MATERIAL: 4' RESILIENT 5A8E MANUR: MERCER PATTERN. TBD COLOR- TBD NOTE. COVED AT TILED AREAS STRAIGHT AT CARPET AREAS 3T-2 MATERIAL: STAIN MANUF,- TESD COLOR: TBD NOTE, TO BE USED ON CROWN MOLDING 4 CHAIR RAILS. G -I MATERIAL PAINTED GYPSUM 5OARD ' PAINT MANUF.: SWERWIR SE 15 U -FLAT COLOR; 5W1919, ROSE BLUSH 3_1 MATERIAL: CORNER GUARD MANUF, IPC COLOR: SANDSTONE NOTE: 1-1/2'x 1-1/2'x 92" (FULL HEIGHT ABOVE BASE), 90 DEGREE F? To BE USED IN GUESTROOM CORRIDOR. REP. CONTACT: (SQ>P>) 543-1129 t-fo MATERIAL; QUARRY PILE - 6" X 6` MANUF.: PAL -TILE PATTERN: OT03 COLOR: ASHEN GRAY GROUT: LATICRETE, 024 GRAY REP CONTACT: (410) 416-8166 G-2 MATERIAL: PAINTED GYPSUM E3OARp PAINT MANUR; SHERWIN WILLIAMS - SEMI GL055 COLOR: SW1919, ROSE BLUSH P-3 MATERIAL: TEXTURE tCNOGICDOUJN MANUF.: MAB ACRA BOND DOLOR: ACR BONA EPo�cl' FINISH TO MATCH 5W1648, DOVER WHITE W/ EGGSHELL FINISH NOTE: SF'IsAY MEDIUM KNoCiCDOWNs APPLY COLOR OVER TEXTURE. REP. CONTACT: DON MONK (Stam) 432"1122 Sol lig SURFACE MATERIAL B-4 MATERIAL: ro' CERAMIC TILE MANUF.: MARAZZI PATTERNS NATIONAL PARKS COLOR: YOSEMITE GROUT: WYDROMENT, *31fo KAHLUA CREAM NOTE- SANITARY COvF- BASE W/ROUND TOP CPT -4 REP CONTACT: MATERIAL, CARPET MANUF; TBD PATTERN , TBD COLOR: TBD REF' CONTACT: PL -1 MATERIAL: PLASTIC LAMINATE MANN.: WILSONART COLOR: TBD NOTE: TO B)= USED ON F`05LIC SPACE DOOR$, CaUt*9TRDOM ENTRY D001¢9, ALL DOOR$ G-�UESTROOM ENTRY DOORS, ALA. DOORS OPENING ONTO GUEST CORRIDOR, ELEVATOR WALLS 4 Czi.IESTROOM 15ASE CABINETS, REF'. CONTACT: MARGARET PLATZ (aOO) 822-1,013 $_2 MATERIAL; CORNER GUARD MANUF; IPG COLOR: ANTIQUE WHITE � NOTE: 3/4 X 3/4' X N G E$ ROOM ES TO BE USED IN GUESTR00MS, REP. 543-1729 C-3 MATERIAL: TEXTURED COATIED CEILING MANUF.-. US GYPSUM TYPE:. IMPERIAL QT TEXTURE CONTENT, NON ASBESTOS POLYSTYRENE REP. CONTACT: CSOfD) 368-2Q�16 VCT -1 MATERIAL: VINYL COMP051TION TILE MANUI*.; ARMSTRONG PATTERN; 51928 COLOR: PE1513LE TAN NOTE: GRAIN/PATTERN TO RUN ONE DIRECTION PERPENDICULAR TO WIDE DIMENSION OF ROOMS REP CONTACT, RAY WHEELER C8Gl0) 356-9301 P-4 MATERIAL: PAINT / $EMI-Ca1 OSS COLC)R: SW1081IBAUHAUg BUFF REP. CONTACT: MARK $OLTI$ 0301) 459-5005 NOTE: TO BE USED ON CROWN MOLDING AND CHAIR RAIL IN LOBBY 4 [DINING AREA. -- T -I MATERIAL: CERAMIC, TILE - 12 X 12 MATER CERAMIC TILE - 12, X PATTERN. CERABATI COLOR: TUMALIN COTTA GROUT: HYDROMENT, 0328 BROWN REP CONTACT: (110) 140-00,50 B-5 MATERIAL: 4-1/4' CERAMIC TILE MANUF.s DAL -TILE PATTERN: D-135 COLOR- ALMOND GROUT: HYDROMENT, 0316 KAHLUA CREAM NOTE: TO BE USED IN ACCESSISLE BATH AND ROLL -IN Sh1oWER g_3 MATERIAL: SYNTHETIC MARBLE RIALtCONTACT: SYNT(COOHETIC COLO IMPERIAL MARBLE COLOR: MARRIOTT WHITE NOTE: 3/8' THK., POLISHED - HIGH GLO56 TO BE USED FOR VANITY TOP, TUB SURROUND AND WINDOW SILL$. REP, CONTACT, (8&&) 649-5604 C-4 MATERIAL: ACOUSTICAL TILE - 2' X 2' X 3/4' MANUF: USCx INTERIOR, INC. $ERIE$: ECLIPSE COLOR: STANDARD WHITE EDC,)" gTYL.t;: SHADOWLINIr GRID: TAPERED SLT WHITE F -i MATERIAL: STAMPED CONCRETE (NON-SKID) NOTEMAND : BUSED E NOTE: TO ESE USED AT POOL ONLY REP. CONTACT; (203) 613-2411 WC -1 MATERIAL: VINYL WALLCOvERING, 21 04 MANUF.- U5 VINYL PATTERN: 9102-3, CUSTOM WHISPER REP. CONTACT= CAROLYN COYLE (410) 268-8'145 T'2 MATERIAL: CERAMIC TILE - S" X 6' MANUF.: MARAZZI TILE PATTERN: NATIONAL PARKS COLOR: UK16 YO$IMITE GROUT: HYDRoMENT, n1td, KAHLUA CREAM NOTE, TO BE USED ON GUE$TROOM WHIRLPOOL, B"6 MATERIAL: &' QUARRY TILT= (T3665 COVE) MANUF.: PAL -TILE PATTERN, OTfA3 COLOR: ASHEN GRAY GROUT: LATiCRETE, 024 GRAY P� _2 MATERIAL; PLASTID LAMINATE MANUF.: FORMICA COLOR TBD NOTE= TO BE USED ON RECEPTION DESK 4 DINING4 ROOM COUNTERS. 8-4 MATERIAL: CERAMIC TILE - 2' X 2' MANUR; LATCO COLOR, NA -2, BLUE GROUT; WHITE NOTE: TO BE USED FOR POOL -WATERLINE.' F-2 MATERIAL: VINYL STAIR TREADS 4 NO$INGx MANUF., MERCER WC -2 MATE=RIAL, VINYL WALLCOVERING MANUF,- US VINYL E3-1 MATERIAL= CARPET BASE MANUF.: TBD PATTERN: TESD COLOR: TBD REP CONTACT: (912) 226-0110 COLOR, 204, HEAVY COMMERCIAL REP. CONTACT: MARK 501 -TIS (3fD1) 459-5005 PATTERN: TBD REE'. CONTACT: CAROLYN COYLE (410) 268-8145 REP, CONTACT: PAM HOTHWELL (W0) 412-6423 REP. CONTACT: (aOO) 422-6860 T-3 MATERIAL, CERAMIC TILE - 2" X 2' MANUF.: DAL -TILE (DAL KEYSTONES) PATTERN: DK 335 COLOR, PORCELAIN GROUT: HYDROMENT, 031ro KAHLUA CREAM NOTE: TO BE USED ON GUE$TROOM ROLL -IN SHOWER REP CONTACT, (410) 418-8186 g-5 MATERIAL: CERAMIC TILE - 2' X ro MANUF; MARRAZZI PATTERN: ETRU9CA UV61_ COLOR.- 15ARATTI GROUT: HYDROMENT, 0376 KAHLUA DREAM NOTE. TO BE USED ON 31NKRAIL TRIM ABOVE WALL CERAMIC IN WHIRLPOOL ROOMS. REF'. CONTACT: (912) 226-mllm F-3 MATERIAL. TRESI OLP MANUF.: KIRKHILL COLOR: BLACK RUBBER NOTE: 3/4" tHK, FULL WIDTH OF DOOR FRAME, BEVELED WITH 1/4" CHAMFERED EDGE. To BE USED AT GUE5TROOM ENTRY ONLY REP. CONTACT- MARK SOLTIS (301) 459-x7005 PL -3 MATERIAL: TAMBOUR MANUF.- DECOR TAMBOUR PATTERN; STOCK 045& COLOR: TO MATCH PL -I NOTE: TO BE USED ON RECEPTION DESK FACE REP. CONTACT, (800) 826-2681 -3 MATERIAL: VINYL WALLCOVERING MANUF.: US VINYL PATTERN: TBD NOTE: TO BE USED IN GUE3TROOM VANITY REP. CONTACT: CAROLYN COYLE (410) 268-8145 B-8 MATERIAL: CARPET BASE MANUF,- TBD PATTERN: TESD COLOR- TBD 4 AUX, V ` l ft) 1� I 0 u�Ul F- M Z � � o\° I O E0-11 0) 6� 01 0 01 0) M C14 011 CL _jx ... �' u 0 . (�� o �/ z r' z < N o� o �Ly+1 LJoo .� 0 W w Q �a opo co 0 0 r a �., Q 4 somwas ' c Cie a w�Qa U_poL�w E5`ir,- OF -LI pxaNavl Lo OD LO �LOFU--~cr V1uj T �p74 VL.a v;2o owe,_ -t q o Qw0-N�� 0c>Nawaq "c -4, oa��c��'Qu�ga �U�3Q�oo Q � z 0 LA 0 SHEET N0. REV�ht),: Q A,701 U 9 O i 0 \1• 0 13 2 A103 A802 (o' -0' - 2' t 2' lllll2" 2" ALUM. WINDOW --- FRAME ALUM. NOTE I 3 F IRAME SIM. IT] INSULATED ° GLA55 (ETYYP) r GLA55 (TYP) - 13 Q A103 FIN. FL, FIN, FL, 51M. 1-3 Q103 INSULATED GLA55 (TYP) 3 -- SCORE STUCCO TO 51M. MATCH LOUVER SIZE AM3 A103 O A O3 13 1� 13 13 A103 A102 A103 Q1m3 12'-9° 6'-m• c 3 �1-04 1- �' 4 WINDOW WINDOW _. 13 FRAME FRAME NOTE 1 3 T 13 / \ INSULATED 51M. O A1m3 r Q GLA55 (TYP)INSULATED -' GLA55 (TYP) INSULATED GLA55 (TYP) A1m3 t, FIN. FL, `' FIN. FL. 3 --- HVAG LOUVER � 12 � A�m3 WHERE INDICATED 15 O (103 A1m2 O A1m3 O Q103 (210:3) 1� 13 A1m2 Aima 0 2" 3'-(d' 2' 11 2, 21 Q$m2 2' 2a ,q$ ALUM. -ALUM, WINDOW WINDOW FRAME FRAME FOR POOR TYPE REFER TO DOOR SCHED ALUM. - _ �� WINDOW - � . ALUM. FRAME FOR FIN. FL. REFER TO ROOM FIN. SCHED. N ° Q .. a q c • N FIN FL FIN. FL. 77 4 WINDOW 13 ,t �� 14 A103 � n r FOR TILE TYPE REFER TO ROOM FIN. SCHED. 2j INSULATED X103 � \\ GLA55 (TYP) HEAD SILL1 A1m3 11 FIN. FL, 15 G (A' A1m3 , r 13 1� A103 A102 Fi T 21 14 21 FULL WIDTH R 55EER T S A66 (ED (TYP) 21 13 4 r(,T 10" IAMB HEAD IAMB SIM. RIJBIER THRESHOLD / Q 0 o AiOIA A1/lYl A79YJt A'ldf2 Al2 21 21 5 21 22 15 i S 12 � O A103 A102 A103 2" 2" ALUM. WINDOW FRAME � 13 (D O (D Q A1m3 IN5ULATED GLA55 (TYP) N FIN. FL. 11, 15 O A103 13 1� Aima Q102 13 �1m3 11' -0' u 0 2 HVAC LOUVER 1, 2 HVAC LOUVER n � WHERE INDICATED A803 O WHERE INDICATED 51M. G'' -n" INSULATED r GLA55 (TYP) FIN. FL. 0 1*1 19 2� ASm2 ALUM. WINDOW FRAME li3 - INSULATED GLA55 (TYP) FIN. FL. STOREFRONT AND WINDOW TYPES NOTE 1 ALL; SLEEPING ROOMS ON THE FIRST AND SECOND 5TORIE6 OF GROUP R OGCUPANICIES SHALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 10054,$15C, 1994 EDITION. WINDOWS WILL NOT OPEN ON FLOORS 3, 4, AND 5. NOTE 2 : VERIFY ALL ROUGH OPEINIG DIMENSIONS AS REQUIRED TO MATCH DOOR AND WINDOW SIZE5 A50VE. 3'-(d' 2' 2, 21 Q$m2 2' 2a ,q$ ALUM. -ALUM, WINDOW WINDOW FRAME FRAME FOR POOR TYPE REFER TO DOOR SCHED 2' UFA �� NOTE I N 2 NOTE I 2 � . ALUM. INSULATED � .� INSUTEp GLASS (TYP) L GLA56 (TYP) FOR FIN. FL. REFER TO ROOM FIN. SCHED. ° Q .. a q c • N FIN FL FIN. FL. 77 4 WINDOW 13 �� 14 n - FOR TILE TYPE REFER TO ROOM FIN. SCHED. 2j FRAME X103 � \\ HEAD SILL1 A1m3 11 T 8 , r .q •' Fi la 1, 4 14Jr- Fi T 21 14 21 FULL WIDTH R 55EER T S A66 (ED (TYP) 21 / 4 10" IAMB HEAD IAMB SIM. RIJBIER THRESHOLD FIN. FL, 7 AiOIA A1/lYl A79YJt A'ldf2 2 HVAC LOUVER 1, 2 HVAC LOUVER n � WHERE INDICATED A803 O WHERE INDICATED 51M. G'' -n" INSULATED r GLA55 (TYP) FIN. FL. 0 1*1 19 2� ASm2 ALUM. WINDOW FRAME li3 - INSULATED GLA55 (TYP) FIN. FL. STOREFRONT AND WINDOW TYPES NOTE 1 ALL; SLEEPING ROOMS ON THE FIRST AND SECOND 5TORIE6 OF GROUP R OGCUPANICIES SHALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 10054,$15C, 1994 EDITION. WINDOWS WILL NOT OPEN ON FLOORS 3, 4, AND 5. NOTE 2 : VERIFY ALL ROUGH OPEINIG DIMENSIONS AS REQUIRED TO MATCH DOOR AND WINDOW SIZE5 A50VE. 2' 21 Q$m2 2' 2a ,q$ ALUM. -ALUM, WINDOW WINDOW FRAME FRAME FOR POOR TYPE REFER TO DOOR SCHED UFA �� NOTE I N 2 NOTE I 2 � . 4/, 4: .. 4• ,' INSULATED � .� INSUTEp GLASS (TYP) L GLA56 (TYP) FOR FIN. FL. REFER TO ROOM FIN. SCHED. ° Q .. a q c • N FIN FL FIN. FL. 2 HVAC LOUVER 1, 2 HVAC LOUVER n � WHERE INDICATED A803 O WHERE INDICATED 51M. G'' -n" INSULATED r GLA55 (TYP) FIN. FL. 0 1*1 19 2� ASm2 ALUM. WINDOW FRAME li3 - INSULATED GLA55 (TYP) FIN. FL. STOREFRONT AND WINDOW TYPES NOTE 1 ALL; SLEEPING ROOMS ON THE FIRST AND SECOND 5TORIE6 OF GROUP R OGCUPANICIES SHALL HAVE AN OPERABLE EXTERIOR WINDOW PER SECTION 10054,$15C, 1994 EDITION. WINDOWS WILL NOT OPEN ON FLOORS 3, 4, AND 5. NOTE 2 : VERIFY ALL ROUGH OPEINIG DIMENSIONS AS REQUIRED TO MATCH DOOR AND WINDOW SIZE5 A50VE. KEYNOTES: 0 r -1 1.61. �� EXTrERIOR INSULATION AND NN151-I 5Y5TEM (E.I.F.5.) SEE SPECIFICATIONS FOR MANUFACTURERS. INSTALL PER THEIR SPECS. I .AA 2. ALUMINUM SADDLE 3, 5/8' DENS GLASS GLASS GOLD EXTERIOR SHEATHING 4. DRYWALL CORNER DEAD. 177 5. ROP AND CAULK PER E.I F.S. MANUFACTURERS SPECS. TYP. 4 C? METAL STUD FRAMING. SEE FLR. PLAN FOR WALL DESIGN. 4 7, .;'3 1/2" BATT INSULATION. n , . _, _. ,; .. .. _, .• a. GYPSUM BOARD. SEE FLOOR PLAN FOR WALL DESIGN, 13. 5/8"PRYWALL ON 1/8aMETAL FURRING AT 24" O.G. 10, 3/4' STUCCO ON C31-OCK ( IST FLOOR ONLY ). Z 11. ROD AND CAULK. Q w 12. 2 HOUR FIRE RATED WALL SEE FLOOR FLAN FOR DE51GN. p - 13. 1/2" HIGH MAX. ALUMINUM THRESHOLD. U w N > 14. SHIM AS REQUIRED. +- 15. FLOORING VARIES SEE ROOM FINISH SCHEDULE TYPICAL. a@, 16. PRE FINISHED ALUMINUM FLASHING PER WINDOW MFGR. I-(. 1/8' DEEP DRIP EDGE CUT INTO STUCCO, 15. SEE STRUCTURAL DRAWINGS FOR ALL FILLED CELL LOCATIONS, REBAR, LINTELS ETC. (p z IZ• METAL DOOR AND FRAME. SEE DOOR SCHEDULE. 20. S" x S' x 1(o' CONCRETE MASONRY POURED CONCRETE, ��' V) - SEE STRUCTURAL. 21, WOOD OR METAL DOOR IN METAL FRAME SEE POOR ® SCHEDULE SHEET A-104 Cy 22. 1/2' HIGH MAX. N.C. ACCE5515LE RU>35ER DOOR ~ THRESHOLD, SEE 14/A-702 0 ~ 8 1 23. 3/4' HIGH MAX. H.C. ACCE55115LE MARBLE POOR THRESHOLD, SEE 13/A-702 Z o w Sv -, 24, FILL FRAME WITH ACOUSTIC INSULATION SEE Z c SPI=cs. o 25. 1/2" DRYWALL, MOISTURE RESISTANT IN BATHROOMS , V ow 0_ 26. STRUCTURAL STEEL LANDING FRAME W 2-I, ALUMINUM STOREFRONT ENTRY DOOR, SEE Q w a o SPECIFICATIONS FOR MANUFACTURERS. 28. ALUMINUM STOREFRONT GLAZING SYSTEM SEE SPECS. o f 1 FOR MFR. PROVIDE TEMPERED GLASS WHERE R QUIRED. W Ld CD 00n 29, CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS 0 w o 30. 1 1/2' THICK CONCRETE FLOOR SLAB ON 1 < STRUCTURAL DECK SEE STRUCTURAL DRAWINGS TYP, 31. 1 1/2" x 1 1/2' SUPPORT ANGLE SEE STRUCTURAL DRAWINGS TYP. 32. PRDYIpE DRYWALL GASfNG BEAD WHERE P.W. ABUTS A D1551MIL.AR MATERIAL. 33. CAULK tie 34. PREHUNG BI -FOLD POOR SEE SCHEDULE ON SHEET A-104. 35. WOOD TRIM 45 SHOWN, 3(o, NOT USED 31. 2' x 4" STIFFENER A5 SHOWN. 3g_ 1/2" DRYWALL DIRECTLY LAMINATED TO THE CONCRETE FLOCK WALL. (INTERIOR WALLS ONLY) 39. PRE -HUNG WOOD DOOR 4 FRAME SEE DOOR 5C4 5H. A-104. ca 1� Z U ) w ° car-w&�r-�w a"0o �v4ia VOrpl"'w al�w' �crvx�v . n.._..a�cwo wv_'Q00'-o a jE ozw¢Luq U(n°.U4.p F o�z©Qv'ioo- zUwn. ho�� ��0 0 -4 in z mown � < A° SHEET NO. REV Nb.: A,702 k yh7 V� 15 FOR POOR TYPE REFER TO DOOR SCHED 4/, 4: .. 4• ,' FOR FIN. FL. REFER TO ROOM FIN. SCHED. ° Q .. a q c • DOOR FRAME BEYOND 77 4 ; g4. 4 ® : .Q vd' .4. �, �� 14 12 - FOR TILE TYPE REFER TO ROOM FIN. SCHED. 2j MARBLE THRESHOLD TO MATCH FRAME WIDTH HEAD SILL1 TYP. IVIARBLE THRESHOLD T 8 22 .q •' Fi la 1, 4 14Jr- Fi 21 14 21 FULL WIDTH R 55EER T S 21 �CHAMFERED EDGES 4 10" IAMB HEAD IAMB SIM. RIJBIER THRESHOLD 7 21 21 5 21 22 15 i � 15 14 4 ; SILL 9 SILL 15 HEAD r TO 18 5 4 14 21 3 11 3 HEAD 10 H FAD AMB SIM. 16 AMS IL 21 S -Tl 6 i4 5 15 X XJ V 5 , 21 AMS AMS SILL 3� ®�rap 2 ( 21 2 5 23 15 15 SILL -re12 SILL TO 1� HEAD / AMB SIM. KEYNOTES: 0 r -1 1.61. �� EXTrERIOR INSULATION AND NN151-I 5Y5TEM (E.I.F.5.) SEE SPECIFICATIONS FOR MANUFACTURERS. INSTALL PER THEIR SPECS. I .AA 2. ALUMINUM SADDLE 3, 5/8' DENS GLASS GLASS GOLD EXTERIOR SHEATHING 4. DRYWALL CORNER DEAD. 177 5. ROP AND CAULK PER E.I F.S. MANUFACTURERS SPECS. TYP. 4 C? METAL STUD FRAMING. SEE FLR. PLAN FOR WALL DESIGN. 4 7, .;'3 1/2" BATT INSULATION. n , . _, _. ,; .. .. _, .• a. GYPSUM BOARD. SEE FLOOR PLAN FOR WALL DESIGN, 13. 5/8"PRYWALL ON 1/8aMETAL FURRING AT 24" O.G. 10, 3/4' STUCCO ON C31-OCK ( IST FLOOR ONLY ). Z 11. ROD AND CAULK. Q w 12. 2 HOUR FIRE RATED WALL SEE FLOOR FLAN FOR DE51GN. p - 13. 1/2" HIGH MAX. ALUMINUM THRESHOLD. U w N > 14. SHIM AS REQUIRED. +- 15. FLOORING VARIES SEE ROOM FINISH SCHEDULE TYPICAL. a@, 16. PRE FINISHED ALUMINUM FLASHING PER WINDOW MFGR. I-(. 1/8' DEEP DRIP EDGE CUT INTO STUCCO, 15. SEE STRUCTURAL DRAWINGS FOR ALL FILLED CELL LOCATIONS, REBAR, LINTELS ETC. (p z IZ• METAL DOOR AND FRAME. SEE DOOR SCHEDULE. 20. S" x S' x 1(o' CONCRETE MASONRY POURED CONCRETE, ��' V) - SEE STRUCTURAL. 21, WOOD OR METAL DOOR IN METAL FRAME SEE POOR ® SCHEDULE SHEET A-104 Cy 22. 1/2' HIGH MAX. N.C. ACCE5515LE RU>35ER DOOR ~ THRESHOLD, SEE 14/A-702 0 ~ 8 1 23. 3/4' HIGH MAX. H.C. ACCE55115LE MARBLE POOR THRESHOLD, SEE 13/A-702 Z o w Sv -, 24, FILL FRAME WITH ACOUSTIC INSULATION SEE Z c SPI=cs. o 25. 1/2" DRYWALL, MOISTURE RESISTANT IN BATHROOMS , V ow 0_ 26. STRUCTURAL STEEL LANDING FRAME W 2-I, ALUMINUM STOREFRONT ENTRY DOOR, SEE Q w a o SPECIFICATIONS FOR MANUFACTURERS. 28. ALUMINUM STOREFRONT GLAZING SYSTEM SEE SPECS. o f 1 FOR MFR. PROVIDE TEMPERED GLASS WHERE R QUIRED. W Ld CD 00n 29, CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS 0 w o 30. 1 1/2' THICK CONCRETE FLOOR SLAB ON 1 < STRUCTURAL DECK SEE STRUCTURAL DRAWINGS TYP, 31. 1 1/2" x 1 1/2' SUPPORT ANGLE SEE STRUCTURAL DRAWINGS TYP. 32. PRDYIpE DRYWALL GASfNG BEAD WHERE P.W. ABUTS A D1551MIL.AR MATERIAL. 33. CAULK tie 34. PREHUNG BI -FOLD POOR SEE SCHEDULE ON SHEET A-104. 35. WOOD TRIM 45 SHOWN, 3(o, NOT USED 31. 2' x 4" STIFFENER A5 SHOWN. 3g_ 1/2" DRYWALL DIRECTLY LAMINATED TO THE CONCRETE FLOCK WALL. (INTERIOR WALLS ONLY) 39. PRE -HUNG WOOD DOOR 4 FRAME SEE DOOR 5C4 5H. A-104. ca 1� Z U ) w ° car-w&�r-�w a"0o �v4ia VOrpl"'w al�w' �crvx�v . n.._..a�cwo wv_'Q00'-o a jE ozw¢Luq U(n°.U4.p F o�z©Qv'ioo- zUwn. ho�� ��0 0 -4 in z mown � < A° SHEET NO. REV Nb.: A,702 k yh7 V� SEE STRUCTURAL DWGS, FOR HEADER CONDITION 5/5' TYPE 'X' FIRE COPE DRYWALL EACH SIDE OF A 6" METAL STUD AT 24' O.G. DRYWALL. CORNER 13EA0 DRYWALL. CA51NG 5EAD . CAULK AS REQUIRED c°oRRiPOf TWAgIUJ�TI? 5/a' TYPE 'X' FIRE CODE METAL STUD FRAMING - BRACE TO OVERLAP DRYWALL EACH SIDE OF STRUCTURE ABOVE FRAME LUINDOW EXT, CORNER A G' METAL STUD AT 24' O.C, DRYWALL CORNER BEAD METAL STUD RUNNER - TYPICAL CORNER MOLDING ® SOFFIT DRYWALL CASING SERO - CRO WN MELDING MTS CAULK AS REQUIRED / i / VTE_Sf�-RE SEI" RIFFLEGTED CEILING PLANS EGTED CEILING PL_ANS POR LOCATIONS FOR LOCATIONS ll' WIDE x FULL LENGTH x 3/4' OF PASS THRU CORIAN COUNTERTOP SEE FINISH SCHEDULE, PROVIDE 1' CHAMFER5 AT CORNERS, T i PASS-THRU 11JS"TH1�� HCS® SINGLE LAYER 1/2' GYPSUM WALLBOARD � 1 .�'�Z ®7s-Q� CROWN MOLDING KEYNOTES: O v � U! 1, EXTERIOR INSULATION AND FINISH SYSTEM IE,IR5,) SEE ��� PASS THRU WINPOW !1� SPECIFICATIONS FOR MFRS. INSTALL PER THEIR SPECS. PRYIUALL 13EYOND WALLBOARD CASING TRIM - TYPICAL O u� Il' WIDE x FULL LENGTH x 3/4' OF TAPE AND FIN15H U (L PASS THRU CORIAN COUNTERTOP 2. 5/a' DEN5GLASS GLASS GOLD EXTERIOR SHEATHING SEE FIN15H SCHEDULE, PROVIDE SINGLE LAYER 1/2' GYPSUM WALLBOARD m 1' CHAMFERS AT CORNERS. --''� 3. ROD AND SEALANT PER E,I,F,S. MANUFACTURERS SPECS, TYP, p --CAULK AS REQUIRED DRYWALL CORNER BEAp . �- 4, 3 5/8" METAL STUDS AT 24" O.C. DRYWALL CASING BEAD SHIM AS REQUIRED 5. 3 1/2" BATT INSULATION. d CORIAN BRACKET Z �. >�/a' TYPE "x" FIRE coDIE D.W. EACH 510E 5/8° TYPE "X' FIRE CODE CHAMFER I�NO �' FRAMES i. 1 HOUR FIRE RATED WALL. U4.25 SEE DETAILED DEaC. DRYWALL EACH SIDE OF RETURN MOLDING TO WALL LOCATED ON SHEET FR -3 M A 6' METAL STUD AT 24' O.C. Q Lf i i 311/2' SOUND BATT INSULATION CONDITIONg DOOR FRAMES, ETC. CONDITION � WINDOW OPENINGS a, 3 %" METAL, STUD TRACK. Q- ALL CORRIDOR WALLS TYP. 9- 1/2" HIGH MAX. ALUMINUM WEATHER- PROOF DOOR L�1' PASS-THRU WINDOW SILL ��LDINC TERM NATI �HAI� RAIL MC�LDIN� tNRESHOLD, 5ET IN SEALANT,I QN DETAILS 5 r�Ts. 7®1lr ® 1'� �iT.sSEE REFLECTED CEILING PLANS 10. SHIM AS REQUIRED. Q FOR LOCATIONS 11. FLOORING VARIES SEE ROOM FINISH SCHEDULE Q A TYPICAL. ar 12, ALUMINUM FLASHING 24 1@ z z 23 23 13. ALUMINUM FIXED GLASS STOREFRONT S WINDOW AND FRAME, o 1� 2� 14 ^ a it ,•`••,;', l < O Ir . ' " , �. 4 , . '.<'.' . A '. • ' LOCATIONS, A INT R ALL FILLED CELL � I 32 a 14. SEE STRUCTURAL DRAWINGS FO r ' G14 ira 1`� 12 c L , RE6 R, L ELS ETC. w o Q ° 15, METAL DOOR AND FRAME, SEE DOOR SCHEDULE �3 v' ° G o: o tG7 2m 16, a' x a' x Iro' CONCRETE MASONRY' UNIT OR POURED COLUMN. � �nco 3 23 42 42 51^E STRUCTURAL DOCUMENTS. w LL1 II. FILL FRAME WITH ACOUSTIC INSULATION SEE SPECS, � r- � L_-- 1P� ° . 3 � a ® 18. 5/a' DRYWALL. MOISTURE RESISTANT IN BATHROOMS. ' 3 !a✓ � I°°, U I� 3 23 45 45 3 l�. ALUMINUM STOREFRONT ENTRY DOOR. SEE SPECIFICATIONS C d FOR MANUFACTURERS. 15 I� 22 22 20, ALUMINUM STOREFRONT SEE SPECS. FOR MPR PROVIDE ' 28 TEMPERED GLASS WHERE REaUIRED. S d ' 21. CONCRETE FLOOR SLAB SEE STRUCTURAL DRAWINGS HEAD / AMB EAD .1HEAD / AMB �^AMB _�� 1�4 Q HEAD *11 ®'P®0'. 22. DRYWALL CASING BEAD W Q 23, SEALANT AND BACKER ROD. U 24. E.I.P.S. DIRECTLY APPLIED TO a' G.M.U. APPLIED PER MANUFACTURERS 5PECIFICATION6, 22 ,�► 25• MASONRY JAMB ANCHORS. 3 3 ' 26. 5/8' DRYWALL ON -1/a" METAL FURRING AT 24" O,G, 21, DRYWALL CORNER READ, ° 2a, 5/S DRYWALL '101RECTLY LAMINATED TO THE CONCRETE v ; �1 BLOCK WALL. o A'- 10 I I O� y• ' • A] 2 2�1 ° I I ` ''. 42 29. E,I.F.S. BUILDOUT (SEE DETAIL) CLCL x p — (� �` 30, ALUMINUM SLIDING GLASS POOR AT "SIM," E� y.Ll z v N �-I 34 33 1 D 33 3 31. STOREFRONT MFR. TO PROVIDE BREAK METAL TO MATCH r 17 STOREFRONT U t!) w 9 1� 15 22 25 1� 32, 11'/2' METAL STUDS 33, SEALANT w�O��w� 34. ALUMINUM THRESHOLD SET IN A 5ED OF NON SHRINK GROUT, �L"5' - o _~ 35. 1/2' DEN$GLA55 w 4 wo INTER. AMB HEA�Dl�A MB SIM. HEAD / AMB SWM. ��a 36. GYPSUM ROA1�D v a U �e �a �Q�c Q• w o = '1'-tY 3-1. CASING BEAD is ° V � �_ E x6o� W54 - 8, 0 36. 3 5/a' METAL STUD. PRE PACK WITH INSULATION. o z w (, D Qw 3'b, WALL CONSTRUCTION PER WALL SCHEDULE �� 81 0 a� o�W pw' 23 40. SPRINKLER HEAD, SEE FIRE PROTECTION DOCUMENTS, u ° �� 1� 'o W2 d. 19 41. 5/a' PRESSURIE TREATED BLOCKING. ? � a a � G a a 33 j p 23 42. 1/0' DEEP DRIP EDGE CUT INTO STUCCO, z o wz c) rV [t3t"- o 43. 3/4' STUCCO ON BLOCK C IST FLOOR ONLY ). I1 15 44. F.T. I"x4' SHIM t 0 v ` 2� <• 1� a 15 45• P.T. 1"xr�" SHIM CUT TO FIT, ®c1 P 46, BUILD OUT WALL WITH METAL FRAMING FOR SPRINKLER HEAD q Q f..: � rl- A V fuj 4. SEE WALL TYPE LEGEND FOR RATED WALL TYPES, SEE FLOOR o n 6 ° : o ° a PLANS FOR LOCATIONS OF FIRE RATED WALLS. Iia �' 'p ';.,.•� i 4' p � � 14 7 SILL SILL HEAD/JAMB AMB SILL5 r TO SHEET N0. A-703 511 lr rn rn N O d' O O I II G U1'Wr-11%\2RVV1'1U .,Vlivvl I r, PLANS REVIEWED CITY OF SANFORD INC. 2 5E 15 4 #,550MCM-3-C. (VLHIFY ESTABUSMI) IN 1977 REQUIRED SERVICE SIZE PER FIRE 1. DISCONNECT SWITCH FURNISHED WITH FIRE PUMP CONTROLLER, COORDINATE WITH FIRE PUMP SUPPLIER. 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1668 PUMP MANUFACTURER AND ADJUST0 copyright — All ideas, designs, methods and plans indicated or represented by this drawing ACCORDINGLY.were crRated, ovo!ved and the property of Pe id tilnsulo Engineering, Inc. arid 2. HOFFMAN A20208GSO 20" X 20" X 8" SPLICE BOX WITH GROUNDING PROVISIONS, METAL COVER AND GROUNDING are owned by ar developed for ut3u on and in connection with the specified project, None no of t�e ideas, BUSHINGS. arrangements, methods or plans shall be used by or disclosed to an prsoh, (em or 9034 corporation for any purpose whatsoever without the written permission of Periltisut I vineering, Inc. ..f Z 1z < V) LO V-) C11 n� I I LD LLL .t CD Q L'i 0 OC) Z z j C5 Ld CO 0— WO W L'i U0 v a CD W 0 0 W C14 Q 00 ED IL L1j W— Cli LL- z LL. C4 0 CL L) 2 2> 7, cer Yov�Tp � - , " 0 < AVO� V, El 4IN'., �-EDO'— L-jWL8>-0�8 MTO 7 ix 0 0� E C -D Z!78wx�gR 0 m ,L crzi L, z 60U)OF Ld a 3 -W F— U CJS ����"' LLJ SHEET NO E-.301 .. . ... .. . .. . .. . .. ... ... . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . ... .. . . . . . . . . . . . .. .. .. . .... ........ .. ... . . .. . . .. . . . . . . ... . . . . . .. ... ...... ... .. . ... ... ... . ... ... ... . . ... . .. . ... . . . .. . . . . . . . . . . . . ... . . . . . . .. .. . . . . . . . ... .. .. . . ... . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . .. . ... ... . . .. . . ... .. . .. .. .. .. . .. . . .. . . . . . . . . . . . .. . .. . . . . .. . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .... . . .. .. . . .. . . . . .. ... ... .. . . .. . .. . .. . . . . . . .. . . . . ... ... ... . .. .. .. .. . . . . . . . . . . . .. ... .. . . . . .. . ... ... . . . . . . .. . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ........ .. .... .. ... . .. . .. ....... .. . .. ... ....... ..... .. . ...... . . ... . .. .. . . . . . . . . . . . . . . . . . . . . . .. .. . . ..... . . . .. .... . .. . ... .. . .. . . . . .. . .. . . .. ...... .... .. . ... ...... .. . .. .. . . . . . . . .. . .. ..... .. ... .... ... . .. .... ... ... . .. ... ... . .. ... . ... .. . . . . .. .. . ... .. .. ..... .. .. .. .. .. .. .. .... .. .. . . . .. . . . . . ... .. . . .. .. . .. . . ... . . . .. . . . .. . . .. . .. . . . . . ..... .. . .. . ... ... ... . .. ... ..... ...... .. . ... ...... ...... .. . . . .. . . . . .. . . . . . . . . .. . ...... . ... .. . . .. ... ... . .. . .. . . . . . . . . . . . . . - . . . . . . . . . . . . . . ... .. . . . .. . .. ....... .. ... . . . . . . . . - - . .. .. . .. . .. . . . . .. . .. . . . . . . .. . .. . .. ... . .. .. .... . .. ... .. . . .. . ... .. . . .. . . .. .. . . .. .. . .. . .. . .. .. . . . . . . . . . . . . .. . .. ...... . .. ... .. ... ..... .. ..... . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . ... . .. .. . ... . . . . . . .. . . . . .. .. . . ... .. .. . . .. . .... .. .. ... .. . .. . .. . . . . . . . . . . . . . . . . ... . . . . . . . . .. . . . . . . . . .. .. ........ . .. . .. .. . . . . . . . . . . . . . . . . .... ... .. ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ........ 3 #12 & 1 #12 GND — 1/2"C 20A 4 #2/0 & 1 #6 GND 2" C. 175A g> (2) SETS OF 3 #350 MCM — 1 #1 GND — YC 620A54 (8) SETS OF 3 #500MCM — 1 #400 MCM GND — WC 3040A 4 #12 & 1 #12 GND — 1/2" C. E> (2) SETS OF 4 #350 MCM — 1 #1 GND — 3"C. g> (8) SETS OF 4 #500MCM — 1 #400 MCM GND — 3M"C. Ej> 3 #10 & 1 #10 GND — 1/2-C 2p 3 #3/0 & 1 #6 GND 2"C 38 (2) SETS OF 3 #400 MCM — 1 #1 /0 GND — YC g> (10) SETS OF 3 #500MCM — 1 #500 MCM OND — 31h"C 4 #10 & 1 #10 GND — 1/2" C. 30A21 4 #3/0 & 1 #6 OND 21h" C. 200A39 (2) SETS OF 4 #400 MCM — 1 #1 /0 GND — 3"C. 6701 [jZ> (10) SETS OF 4 #500MCM — 1 #500 MCM GND — 31h -C. 3800A Ej> 3 #8 & 1 #10 OND 3/4-C 3 #4/0 & 1 #4 GND 21h -C 9 > (2) SETS OF 3 #500 MCM — 1 #1/0 GND — 3%'C (12) SETS OF 3 #500MCM — 1 #500 MCM GND — 3'h"C 4 #8 & 1 #10 GND 1" C. 50A22 4 #4/0 & 1 #4 OND 2%" C. 230AI K (2) SETS OF 4 #500 MCM — 1 #1 /0 GND — 3%"C. 760A (12) SETS OF 4 #500MCM — 1 #500 MCM GND — 31h"C. 40201 3 #6 & 1 #10 GND 1"C 3 #250 MCM & 1 #4 GND — 21h -C ag> (3) SETS OF 3 #350 MCM — 1 #2/0 GND — YC 4 #6 & 1 #10 GND 11A" C. 65A24 4 #250 MCM & 1 #4 GND — 3- C. 255A (3) SETS OF 4 #350 MCM — 1 #2/0 GND — 3-C. 930A 3 #4 & 1 #8 GND 11,4-C 3 #300 mcm 81; 1 #4 GND — YC R> (3) SETS OF 3 #400 MCM — 1 #2/0 GND — YC 10 4 #4 & 1 #8 GND 1%" C. 85A26 4 #300 MCM & 1 #4 GND — 3" C. 21851 (3) SETS OF 4 #400 MCM — 1 #2/0 GND — YC. 1005A U1'Wr-11%\2RVV1'1U .,Vlivvl I r, PLANS REVIEWED CITY OF SANFORD INC. 2 5E 15 4 #,550MCM-3-C. (VLHIFY ESTABUSMI) IN 1977 REQUIRED SERVICE SIZE PER FIRE 1. DISCONNECT SWITCH FURNISHED WITH FIRE PUMP CONTROLLER, COORDINATE WITH FIRE PUMP SUPPLIER. 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1668 PUMP MANUFACTURER AND ADJUST0 copyright — All ideas, designs, methods and plans indicated or represented by this drawing ACCORDINGLY.were crRated, ovo!ved and the property of Pe id tilnsulo Engineering, Inc. arid 2. HOFFMAN A20208GSO 20" X 20" X 8" SPLICE BOX WITH GROUNDING PROVISIONS, METAL COVER AND GROUNDING are owned by ar developed for ut3u on and in connection with the specified project, None no of t�e ideas, BUSHINGS. arrangements, methods or plans shall be used by or disclosed to an prsoh, (em or 9034 corporation for any purpose whatsoever without the written permission of Periltisut I vineering, Inc. ..f Z 1z < V) LO V-) C11 n� I I LD LLL .t CD Q L'i 0 OC) Z z j C5 Ld CO 0— WO W L'i U0 v a CD W 0 0 W C14 Q 00 ED IL L1j W— Cli LL- z LL. C4 0 CL L) 2 2> 7, cer Yov�Tp � - , " 0 < AVO� V, El 4IN'., �-EDO'— L-jWL8>-0�8 MTO 7 ix 0 0� E C -D Z!78wx�gR 0 m ,L crzi L, z 60U)OF Ld a 3 -W F— U CJS ����"' LLJ SHEET NO E-.301 .. . ... .. . .. . .. . .. ... ... . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . ... .. . . . . . . . . . . . .. .. .. . .... ........ .. ... . . .. . . .. . . . . . . ... . . . . . .. ... ...... ... .. . ... ... ... . ... ... ... . . ... . .. . ... . . . .. . . . . . . . . . . . . ... . . . . . . .. .. . . . . . . . ... .. .. . . ... . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . .. . ... ... . . .. . . ... .. . .. .. .. .. . .. . . .. . . . . . . . . . . . .. . .. . . . . .. . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .... . . .. .. . . .. . . . . .. ... ... .. . . .. . .. . .. . . . . . . .. . . . . ... ... ... . .. .. .. .. . . . . . . . . . . . .. ... .. . . . . .. . ... ... . . . . . . .. . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ........ .. .... .. ... . .. . .. ....... .. . .. ... ....... ..... .. . ...... . . ... . .. .. . . . . . . . . . . . . . . . . . . . . . .. .. . . ..... . . . .. .... . .. . ... .. . .. . . . . .. . .. . . .. ...... .... .. . ... ...... .. . .. .. . . . . . . . .. . .. ..... .. ... .... ... . .. .... ... ... . .. ... ... . .. ... . ... .. . . . . .. .. . ... .. .. ..... .. .. .. .. .. .. .. .... .. .. . . . .. . . . . . ... .. . . .. .. . .. . . ... . . . .. . . . .. . . .. . .. . . . . . ..... .. . .. . ... ... ... . .. ... ..... ...... .. . ... ...... ...... .. . . . .. . . . . .. . . . . . . . . .. . ...... . ... .. . . .. ... ... . .. . .. . . . . . . . . . . . . . - . . . . . . . . . . . . . . ... .. . . . .. . .. ....... .. ... . . . . . . . . - - . .. .. . .. . .. . . . . .. . .. . . . . . . .. . .. . .. ... . .. .. .... . .. ... .. . . .. . ... .. . . .. . . .. .. . . .. .. . .. . .. . .. .. . . . . . . . . . . . . .. . .. ...... . .. ... .. ... ..... .. ..... . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . ... . .. .. . ... . . . . . . .. . . . . .. .. . . ... .. .. . . .. . .... .. .. ... .. . .. . .. . . . . . . . . . . . . . . . . ... . . . . . . . . .. . . . . . . . . .. .. ........ . .. . .. .. . . . . . . . . . . . . . . . . .... ... .. ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ........ 0 PANEL SCHEDULE RH1 (SECTION 1) _. SINGLE PANEL DOUBLE PANEL ■ ❑ 1201208 VOLT 3 0 4 WIRE 400 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC SQ"D" NQOD (SUB FEED LUGS) RECESSED ❑ IDENTIFICATION LOAD (AMP)AMP OA OB OC CB � C) CIR. NO. CIR. NO. a AMP CB LOAD (AMP) IDENTIFICATION (AMP) OA OB 0C RECEPTACLES - MEETING RM #127";; 9 20 1 3 4 1 20 2 RECEPTACLES -VENDING RM #135 RECEPTACLES-- CORRIDOR #137 ) i . r 9 RECEPTACLES - MEETING RM #127 9 RH1 (SECTION 2) 20 1 1 2 1 20 2 pl>. ❑ 120/208 RECEPTACLES - VENDING RM #135 WIRE 400 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 _ KAIC SQ"D" NQOD (SUB FEED LUGS) RECESSED ❑ : ELEVATOR LOAD (AMP) AMP�i RECEPTACLES - MEETING RM #127";; 9 20 1 3 4 1 20 2 RECEPTACLES -VENDING RM #135 RECEPTACLES-- CORRIDOR #137 ) i . r 9 20 1 5 6 1 20 2 RECEPTACLES - VENDING RM #135 RECEPTACLES - BUS. CNTR. #120 8 20 1 7 8 1 20 2 RECEPTACLES - VENDING RM #135 CB .'i ,JM M.-� t ��� �a • I CB �A ®©,� m IDENTIFICATION RECEPTACLES - CORRIDOR//ELEV #1 8 " 20 1 9 10 1 20 9 RECEPTACLES - LOBBY #101 /ELEV #2 RECEPTACLES - ELEV. MACH RM #115IN 9 20 1 11 12 1 20 8 RECEPTACLES - CORRIDOR #142/ #X26 RECEPTACLES - CORRIDOR #142/#X26 8am 20 1 13 14 1 20 8 RECEPTACLES - CORRIDOR #142/ #X26 RECEPTACLES - CORRIDOR #142/#X26 8 fi , 20 1 15 16 1 20 8 RECEPTACLES - CORRIDOR #142/ #X26 RECEPTACLES - MEN'S RM #129 2 20 1 17 18 1 20 8 RECEPTACLES - CORRIDOR #136 RECEPTACLES = WOMEN'S RM #130 3 20 1 19 20 1 20 3 RECEPTACLES - BREAK RM #132 RECEPTACLES OFFICE #140 8 20 1 21 22 1 20 9 RECEPTACLES LAUNDRY RM #139 RECEPTACLES - HOUSE KEEPING #147 9 20 1 23 24 1 20 6 RECEPTACLES - EXERCISE RM #138 EWC _ 3 20 1 25 26 1 20 8 RECEPTACLES - EXERCISE RM #138 CARD ACCESS SYSTEM r"" 2 20 1 27 28 1 1 20 2 CARD ACCESS SYSTEM CARD ACCESS SYSTEM 2 20 1 29 30 1 20 2 CARD ACCESS SYSTEM CARD ACCESS SYSTEM 2i ' " 20 1 31 32 1 20 2 CARD ACCESS SYSTEM CARD ACCESS SYSTEM 2 20 1 33 34 2 20 14 PTAC 2ND FLOOR CORR. PTAC 4TH FLOOR CORR. 14 20 2 35 36 - - 14 - CARD ACCESS SYSTEM :4 es AIR COMP. FIRE PUMP RM. 14 20 SPACE 23 24 HEAf 'x J �4M1�:�, ���14 r,.: 20 - 14 q14 -- - 37 38 2 20 14 PTAC 3RD FLOOR CORR. PTAC 5TH FLOOR CORR. fi e: ev,...4 x...... 20 2 39 40 - - -^ 14 - - 14 - - 41 42 1 20 3 BREAK ROOM REFRIGERATOR SUBTOTAL AMPS - - - .a.. :tj!4 v'C P .v vmmjmnrFi 29 30 SPACE 20 - - - SUBTOTAL AMPS PANEL SCHEDULE RH1 (SECTION 2) SINGLE PANEL ■ MAX. CONNECTION PHASE AMPS 322 TOTAL AMPS DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 400 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 _ KAIC SQ"D" NQOD (SUB FEED LUGS) RECESSED ❑ : ELEVATOR LOAD (AMP) AMP�i MISC. CIR. CIR 35 AM AMP LOAD (AMP) SURFACE ■ 2435 IDENTIFICATION CB a N0. N0. � ! CB 0A OB 0C IDENTIFICATION ®�� OA OB0C s,� n w Emma CIR. I AMP LOAD (AMP) 225 MEM.... OA OB OC CB SUBTOTAL AMPS 11201 68 1112 1 120211981153 TOTAL AMPS A PHASE 322 MAX. CONNECTION PHASE AMPS 322 TOTAL AMPS B PHASE 266 TOTAL CONNECTED PHASE AMPS 322 TOTAL AMPS V. PHASE 265 TOTAL DEMAND PHASE AMPS • : ELEVATOR 238 k 238 MISC. 1 65% 35 TOTAL MAX PHASE DEMAND AMPS: { SURFACE ■ 2435 (SUB FEED LUGS) CB OA 08 �C W/ ISOLATED � ! m RECEPTACLES RECESSED ❑ ®�� ._.. m s,� n w Emma CIR. I AMP LOAD (AMP) 225 MEM.... OA OB OC CB 0 ,JM M.-� t ��� �a • I CB �A ®©,� m IDENTIFICATION RECEPTACLES - DINING AREA #114 9 N 4 20 1 1 } 0.^4.. ��®vee ... _. ...._._. 20 9 ; r,' RECEPTACLES -CORRIDOR 113/#X07 RECEPTACLES -CORRIDOR #113/#X07 09 � i hJ _.S' A�! .^. E 4 RECEPTACLE BOARD RM. 20 - ,,fi�xr,, • RECEPTACLES -CORRIDOR #113/#X07 RECEPTACLES - MECH/ELECT RM 1106. in 9 20 1 j HIM - 6 1 EWC SPARE KH MOM �n\1i FACP RECEPTACLES - RCPIS WTR. HTR. RM 1 3 225 20 1 7 8 1 20 ATTIC LTS/REC R� 4�. x xY., g RECEPTACLES - BOARD RM #103 FIRE PLACE GAS CONTROL ffM 3 ko 20 1 9 10 1 20ffffi CU -9 ATTIC LTS/REC IN RECEPTACLES - BOARD RM 1103 f, ... �S 3 I •�,, 225 8 20 1 11 12 1 e.g� .,: .. xY:. 1L: •I itYrc.(�YP.�..vr 225 3 SPARE RECEPTACLES - LOBBY #102 RECEPTACLES - MECH. RMS #108,#109 6 84 20 1 13 14 1 20 8 CU �'' SPARE RECEPTACLES - PREP /DINING AREA #114 e�VIE 9 M 1 15 16 2 30 KH 19 SPACE • w SPACEam EO 6 20 1 17 18 • • - 3 E 19 - PTAC 2ND FLOOR CORR. SPACE; 1 f HGu a Elam 20 1 20 a 3 A^..rc .. fi : w a4n. ��......... CARD ACCESS SYSTEM 25. SPACE 14 SPACE - . . E©Om 1 20 a 2 CARD ACCESS SYSTEM :4 es AIR COMP. FIRE PUMP RM. 14 20 SPACE 23 24 HEAf 'x J �4M1�:�, ���14 r,.: 20 mem?wz 2 CARD ACCESS SYSTEM - 14 P�}"'iYyij'.•^�::: Av, ��a,:xr; �:H xx':v - SPACE 26 fi e: ev,...4 x...... k , 2 Ems • PTAC 4TH FLOOR CORR. A J:� k. 3wx�p •' 20 �- 5 • SPACE 1 _ 3 :.i^:. i F •i::i,J,.i��Em 2 a CARD ACCESS SYSTEM �� 14 .a.. :tj!4 v'C P .v vmmjmnrFi 29 30 SPACE 20 EaSPACE v CARD ACCESS SYSTEM PTAC 5TH FLOOR CORR. 14 ®��r1��� 31 32 1 SPACEm 3 AV ROOM 5TH FLR. - 14 - 11 33 m 1 PANEL ' SPACE 3 AV ROOM 5TH FLR. - 56 - - 35 36 1 20 SUBTOTAL AMPS 11201 68 1112 1 120211981153 TOTAL AMPS A PHASE 322 MAX. CONNECTION PHASE AMPS 322 TOTAL AMPS B PHASE 266 TOTAL CONNECTED PHASE AMPS 322 TOTAL AMPS C PHASE 265 TOTAL DEMAND PHASE AMPS 322 0 MAX LOAD TAKEN FOR NONCOINCIDEN11AL MECH. EQUIP. SERVICE LOAD SUMMARY 120/208 30 4W SERVICE j•QBQ CONNECTED LOAD AMPS ■ DEMAND LOAD APS HVAC COOLING PTAC'S) 1162 65% 755 HVAC (HEATING) 414 100% 414 LIGHTING 169 100% 169 RECEPTACLES 1267 65% 824 ELEVATOR 238 100% 238 MISC. 35 65% 35 TOTAL MAX PHASE DEMAND AMPS: 3285 SURFACE ■ 2435 • • 9 PANEL SCHEDULE RH2 (SECTION 1) SINGLE PANEL ■ MAX. CONNECTION PHASE AMPS 361 TOTAL SINGLE PANEL ■ ❑ _ WIRE 400 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC SUB FEED LUGS) W/ ISOLATED GND. BUS. RECESSED ❑ LOAD (AMP) AMP DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 400 AMPS I M.C.B. ❑ M.L.O. ■ CO SURFACE ■ 22 KAIC SQ"D" NQOD (SUB FEED LUGS) CB OA 08 �C W/ ISOLATED GND. BUS. LH RECEPTACLES RECESSED ❑ ®�� LOAD (AMP) AMP w CIR. CIR. I AMP LOAD (AMP) 225 IDENTIFICATION OA OB OC CB 0 NO. N0. • I CB �A OBSDC m IDENTIFICATION RECEPTACLES - DINING AREA #114 9 225 20 1 1 2 1 20 9 ; r,' RECEPTACLES -CORRIDOR 113/#X07 RECEPTACLES -CORRIDOR #113/#X07 09 PANEL R2-1 20 1 3 4 1 20 - 9 SPARE RECEPTACLES -CORRIDOR #113/#X07 RECEPTACLES - MECH/ELECT RM 1106. 3 9 20 1 5 6 1 20 SPARE KH 3 FACP RECEPTACLES - RCPIS WTR. HTR. RM 1 3 225 20 1 7 8 1 20 3 R� 4�. x xY., I RECEPTACLES - BOARD RM #103 FIRE PLACE GAS CONTROL ffM 3 ko 20 1 9 10 1 20ffffi CU -9 3 IN RECEPTACLES - BOARD RM 1103 RECEPTACLES - BOARD RM #103 225 8 20 1 11 12 1 20 225 3 9 RECEPTACLES - LOBBY #102 RECEPTACLES - MECH. RMS #108,#109 6 84 20 1 13 14 1 20 8 CU �'' RECEPTACLES - PREP AREA #110 RECEPTACLES - PREP /DINING AREA #114 e�VIE 9 20 1 15 16 2 30 KH 19 SPACE RECEPTACLE - COFFE MAKER RM #110 AUTOMATIC DOOR EO 6 20 1 17 18 - - 3 E 19 - PTAC 2ND FLOOR CORR. 14 1 20 2 19 20 1 20 2 3 FH CARD ACCESS SYSTEM 25. SPACE 14 - - 21 22 1 20 a 2 CARD ACCESS SYSTEM PTAC 3RD FLOOR CORR. AIR COMP. FIRE PUMP RM. 14 20 2 23 24 1 20 mem?wz 2 CARD ACCESS SYSTEM - 14 - - 25 26 1 20 2 Ems CARD ACCESS SYSTEM PTAC 4TH FLOOR CORR. 14 20 2 27 28 1 20 2 a CARD ACCESS SYSTEM - 14 - - 29 30 1 20 2 CARD ACCESS SYSTEM PTAC 5TH FLOOR CORR. 14 20 2 31 32 1 20 3 AV ROOM 5TH FLR. - 14 - - 33 34 1 20 3 AV ROOM 5TH FLR. - 56 - - 35 36 1 20 3 AV ROOM 5TH FLR. AHU-5 56 80 3 37 1 38 1 20 3 RECEPTACLE PREP RM. - 56 - - 39 40 1 20 3 RECEPTACLE PREP RM. TB2-1 3 20 1 41 42 1 20 3 DISPOSAL PREP RM. SUBTOTAL AMPS - - - - I - I - I SUBTOTAL AMPS PANEL SCHEDULE RH2 (SECTION 2) SINGLE PANEL ■ MAX. CONNECTION PHASE AMPS 361 TOTAL DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 400 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC SUB FEED LUGS) W/ ISOLATED GND. BUS. RECESSED ❑ LOAD (AMP) AMP 2. CIR. CIR. n'� AMP LOAD (AMP) I RECEPTACLES - ■• RM. IDENTIFICATION OA OB OC CB CO N0. NO. a CB OA 08 �C IDENTIFICATION 400 TOTAL AMPS A PHASE 356 MAX. CONNECTION PHASE AMPS 361 TOTAL AMPS B PHASE a �a TOTAL CONNECTED PHASE AMPS ECEPTACLES - PREP RM. TOTAL AMPS C PHASE 357 Emma© 361 2. IG ECEPTACLES TB1 RM #122 RIG 119 n'� ST I RECEPTACLES - ■• RM. 3. k1 �. 4tMIMEM®am I�rkfr fH �� RECEPTACLES PBX EQUIP RM #122 REFER TO RISER REFER TO RISER PANEL RH2 400 400 1w LH RECEPTACLES PANEL LH1 ®�� gA }"•`Kfi5 J s4Ssl x7lti•:4sgxi:;, J "i 3 a m EOE BMW 79 225 225 3 108 III 7. ��„ry•i'}�� 102 x • I ©® KH ®�� m ." M IG RECEPTACLES COPIER ® 225 3 KH REFER TO RISER REFER TO RISER 9. - PANEL R1-1 64 225 2 3H IG RECEPTACLES 10. PANEL R2-1 99 :::.- �... . k: 3 KH fY 1 - :m SPARE amm©m 225 3 KH EmmaI 12. PANEL R2-3 E 225 fi '.A" M h4Me SPARE KH ... =aM0onami I 96 225 225 3 1 . SPAREE■1E■■ PANEL R2-5 96 R� 4�. x xY., I aEMMI KH REFER TO RISER 15. I J �,Emma � n . z.. �. 225 225 3 N , CU -9 16. IN 0,11-114 225 225 , f SPARE1�/a"( t,k 17. PANEL R2-8 ,I.f!x:v NEW 225 3 KH MIN ^;.tE/'?,�Y t. e IN 1; SPACE 84 m-10 mama 3 KH REFER TO RISER =.s . CU 225 1h Y e�VIE ammon PANEL R2-11 125 225 225 3 KH ©m SPACE PANEL R1-12 96 EO 225 3 • ®Ed PANEL R1-13 99 225 3 E SPACE - 20 mxAAk 1 FH REFER TO RISER omom TVSS - 60 * 3 FH REFER TO RISER PLANS 25. SPACE - 400 - 3 LH - (REFER TO SERVICE LOAD SUMMARY.) APT FACTORY INSTALLED TVSS SHALL BE MOUNTED INSIDE SWITCHBOARD, COORDINATE WITH SURGE SUPPRESSION SUPPLIER. a a n AIR COMP. FIRE PUMP RM. •`SPACE ®©em 0FIE mem?wz ■� CONTROLSVENT Boom MME Ems a; AY F • r . asSPACE a GMI-3 VrR. HTR. RM BOOSTER PUMP P1 & P2 J SUBTOTAL®® • 4j , -NER RM 10J mc4oom ®®® =, ma�az SPARE= ■ • amammom _xE SPARE SUBTOTAL®�� ' • TOTAL AMPS A PHASE 356 MAX. CONNECTION PHASE AMPS 361 TOTAL AMPS B PHASE 361 TOTAL CONNECTED PHASE AMPS 361 TOTAL AMPS C PHASE 357 TOTAL DEMAND PHASE AMPS 361 • MAX LOAD TAKEN FOR NONCOINCIDENTIAL MECH. EQUIP. CONCRETE PAD SWITCHBOARD "MSB" ELEVATION (BASED ON SQUARE "D" EQUIPMENT) N.T.S PANEL SCHEDULE RIG SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT -11"3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC RECESSED ❑ LOAD (AMP) AMP '-"J' ICIR.ICIR.1W AMP I LOAD (AMP) IDENTIFICATION OA OB I OC CB 0 N0. N0. � CB �q �B �C IDENTIFICATION RECEPTACLESIG AMPS A n) 1 AMPS B PHASE TOTAL 1 C IG RECEPTACLES MTB RM #106 TYPE 065K 1. ELEVATOR NO. 1 119 400 now=[ 3 KH 3#250,MCM, 1#4G -2 1/2-C. 3#250,MCM, 1#4G -2 1/2-C. 2. IG ECEPTACLES TB1 RM #122 RIG 119 n'� ST I KH 3. ► 312 361 I�rkfr fH �� RECEPTACLES PBX EQUIP RM #122 REFER TO RISER REFER TO RISER PANEL RH2 400 400 3' LH 5. PANEL LH1 90 ` Ill IG • PBX RECEPTACLES a r 3 KH 1 EOE PANEL SL 79 225 225 3 IG RECEPTACLES • I 7. PANEL L1 & P1 102 225 am 3 KH REFER TO RISER m ." M IG RECEPTACLES COPIER 225 225 225 3 KH REFER TO RISER REFER TO RISER 9. - PANEL R1-1 64 225 2 3H IG RECEPTACLES 10. PANEL R2-1 99 EMMIEMisi;i>,d 3 KH REFER TO RISER 11, s 5 'PP`SFs:' SPARE 225 225 3 KH EmmaI 12. PANEL R2-3 96 225 fi '.A" M h4Me SPARE KH ... i)N rv':ti• ! y4 I 96 225 225 3 1 Rh',(.?:41 .,�,h(,;:�Y _... rc,vy.;. �� t SPAREE■1E■■ PANEL R2-5 96 R� 4�. x xY., I aEMMI KH REFER TO RISER 15. I J �,Emma � n . z.. �. 225 225 3 N , REFER TO RISER 16. PANEL R2-7 99 225 225 , f SPARE1�/a"( t,k 17. PANEL R2-8 96 225 225 3 KH REFER TO RISER ^;.tE/'?,�Y t. e IN 1; SPACE 84 225 225 3 KH REFER TO RISER 19. PANEL R2-10 105 225 • 1 Y e�VIE ammon PANEL R2-11 125 225 225 3 KH ©m SPACE PANEL R1-12 96 EO 225 3 • ®Ed PANEL R1-13 99 225 3 E SPACE - 20 20 1 FH REFER TO RISER 24. TVSS - 60 * 3 FH REFER TO RISER PLANS 25. SPACE - 400 - 3 LH - (REFER TO SERVICE LOAD SUMMARY.) APT FACTORY INSTALLED TVSS SHALL BE MOUNTED INSIDE SWITCHBOARD, COORDINATE WITH SURGE SUPPRESSION SUPPLIER. a M •`SPACE 0FIE a®0Ee:�r4 e SPACEa • asSPACE a SUBTOTAL®® ®®® TOTAL AMPS A PHASE TOTAL AMPS B PHASE TOTAL AMPS C PHASE IG RECEPTACLES - FRONT DESK #119 IG RECEPTACLES - FRONT DESK #119 IG RECEPTACLES - FRONT DESK #119 IG RECEPTACLES - WORK ROOM #123 IG RECEPTACLES - OFFICE #121 IG RECEPTACLES - OFFICE #124 IG RECEPTACLES FRONT DESK 119 SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SUBTOTAL AMPS 35 MAX. CONNECTION PHASE AMPS 36 TOTAL CONNECTED PHASE AMPS 30 TOTAL DEMAND PHASE AMPS •.rte 36 SWITCHBOARD SCHEDULE "MSB" 120/208 VOLT 3 0 4 WIRE 2500 AMP 100% SHUNT TRIP MAIN (SQ. "D" SE W/LI & ST.) HORZ. BUS SIZE: 2500 VERT. BUS: 2500/2500 NEUT. BUS: 2500 GROUND BUS: 2500 TYPE: SQUARE "D" PWR. STYLE "QED -2" W/ PM -600 METER 65K SCR CKT. N0. LOAD ITEM AMPSCONNECT DIS DEVICE BRANCH THWN CU W/ CU. GRND. FRAME TRIP POLE TYPE 065K 1. ELEVATOR NO. 1 119 400 5 3 KH 3#250,MCM, 1#4G -2 1/2-C. 3#250,MCM, 1#4G -2 1/2-C. 2. ELEVATOR NO. 2 119 400 400 ST 3 KH 3. PANEL RH1 312 361 400 3 LH REFER TO RISER REFER TO RISER 4. PANEL RH2 400 400 3' LH 5. PANEL LH1 90 225 225 3 KH REFER TO RISER REFER TO RISER 6. PANEL SL 79 225 225 3 KH 7. PANEL L1 & P1 102 225 225 3 KH REFER TO RISER 8. PANEL M2 154 225 225 225 3 KH REFER TO RISER REFER TO RISER 9. - PANEL R1-1 64 225 2 3H K 10. PANEL R2-1 99 225 225 3 KH REFER TO RISER 11, PANEL R2-2 101 225 225 3 KH REFER TO RISER 12. PANEL R2-3 96 225 225 3 KH REFER TO RISER 13. PANEL R2-4 96 225 225 3 KH REFER TO RISER 14. PANEL R2-5 96 225 225 3 KH REFER TO RISER 15. PANEL R2-6 99 225 225 3 KH REFER TO RISER 16. PANEL R2-7 99 225 225 3 KH REFER TO RISER 17. PANEL R2-8 96 225 225 3 KH REFER TO RISER 18. PANEL R2-9 84 225 225 3 KH REFER TO RISER 19. PANEL R2-10 105 225 225 3 KH REFER TO RISER 20. PANEL R2-11 125 225 225 3 KH REFER TO RISER 21. 22. PANEL R1-12 96 225 225 225 3 KH KH REFER TO RISER REFER TO RISER PANEL R1-13 99 225 3 23. SHUNT TRIP - - 20 20 1 FH REFER TO RISER 24. TVSS - 60 * 3 FH REFER TO RISER PLANS 25. SPACE - 400 - 3 LH - (REFER TO SERVICE LOAD SUMMARY.) APT FACTORY INSTALLED TVSS SHALL BE MOUNTED INSIDE SWITCHBOARD, COORDINATE WITH SURGE SUPPRESSION SUPPLIER. NOTE: SCR IS ESTIMATED ® 49,800 AIC AT POWER CO. 1000 KVA TRANSFORMER. CONTRACTOR SHALL COORDINATE EXACT RATING WITH POWER CO. PRIOR TO SUBMITTING BIDS AND ORDERING EQUIPMENT AND ADJUST ACCORDINGLY. * VERIFY WITH APT. (1-800-237-4567) PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 477 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolvedand developed for use on and In connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any rson, firm or corporation for any purpose whatsoever without the written permission of Peninsula Qgineerinq, Inc. ;EVIEWED SANFORD 99034 a r- -1 146. - -1 Fie, Z O CN CN _ i N Fh N t It Ld(` C)vo Z -JX LIJ L<• Ir O _Z o'o 000 N Z Q ZN � Z og - ow 11. WLLJ Q oQ U Wwo W T w n i O U �O 00 CL Q "' t•!i V) W p� F- 0 LL J d 0 L- caC 0 CL V V of a a - W � r 1" �~oxn W F- J gy m o�pnl UNQ UOQ IJQW� V)a ���UWU W�oO}OI--� 2Z W ~ L (n0 Zmor0 mor z maw Oi,�j OQIr �C�� ZS i;d atip LLJ 0a p Z J 2zzpou=ioo- ?� aa<Z o0fw Wz U.SQF-Um OWF=p dNli .... �cuor3i-ioo m WJ�N v 7 J W Z W CL w Ld SHEET NO. REV. NO.: Q E-302 PANEL SCHEDULE M-1 SINGLE PANEL N DOUBLE PANEL El 120/208 VOLT -- 3 0 4 WIRE 225 AMPS M.C.B. El M.L.O. E SURFACE N 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP W -i CIR CIR. J AMP LOAD (AMP) AMP A IDENTIFICATION C8 0 CL N 0.* N 0. 0 Q- CB IDENTIFICATION OA OB OC OA OB OC STE 148 REFG. REC. 3 0C M. 2 10 I 20 1 1 2 1 20 3 20 STE 145 REFG REC. STE 148 MICRO REC. til". - , g ' 20 1 3 4 1 20;:11til'11111 i R; l! 2 i STE 145 MICRO REC. STE 148 LAMF, -TABLE, 20 ill i":111EII111 11i it !i 1 2q;:1, 6 20 1 5 6 1 20 11 11111111! U111i�11111: 6 STE 1 AMP`,-rA13LE1- N S AND STE 148 SINK REC. 3 7 LTS. RM.139AAUNDRY LOBBY WAITING 11 20 1 7 8 1 20 3 it it 1111i Ili 11111 SINK REC. S I E I V, T. V., TABLE, CONY, REC. it it it it 81 6 20 1 9 10 1 20 STE 224 SINK REG ill STE 523 REFG REC. 2 STE 145 CONV, TABLE , CONV, REC, STE 148 LIGHTING it it i:: 11 it; 1:1 INII 8 20 1 11 12 1 20 it it it! H:1i;: 1:11; M11111 t - STE 145 LIGHTING STE 149 REFG REC. 3 1 11 4 20 1 13 114 1 20 3 ii Iii; : 1 it 1 STE 144 REFG. REC. STE 149 MICRO REC. 6 2 2 14 20 1 15 1 16 1 20 it :1: 2 I S TE 144 MICRO REC. PENDANT LT. DINNING 114 !it 4 1 20 1 15 16 1 20 20 ::t it 6 16 MEETING ROOM PENDANTS STE 149 T.V., TABLE, CCUU11 DE I r, :11IMilillMi.; ill 11111 6 20 1 17 18 1 20 it :1 111 1 6 TE 144 T. 5 V IABLE, (;OUCH, "5K REC- SIL 149 L% STAND`— CONV. REC, 6 i! 10 20 1 19 .20 1 20 6 1111il it it it ::i I L 144 LAW, NT STANDS, STE 149 SINK REC. M, I 3 8I. 20 1 21 22 1 20 :I Pit it 3 20 STE 144 SINK REC. STE149 LIGHTING t i t it 8 20 1 23 24 1 20 I 1.1 14 lit 8 STE 144 LIGHTING STE 143 REFG. REC. 3 11:1111 SPARE 2 0 1 25 26 2 20 27 28 STE 148 PTAC STE 143 MICRO REC. it it it 0 :1 i CORR LIGHTS 3RD FLOOR 1 27 28 - 11 iiiili•11t 61 14 2 11t; 1 20 l' it it STE 229 LAMP REC. STE 228-528 LAMP REC. it; 11111111: 10 CORR LIGHTS 4TH FLOOR SPARE 1 2 0 1 25 20 STE 143 CONV., DE.SK, I-V-, CONY. REG 29 30 6 2- 0 1 29 30 2 20 it Hl 14 STE 145 PTAC STE 143 SINK REC. 2 itilill';J11, CORR LIGHTS 5TH FLOOR 90 1 31 32 - 20 1 33 34 1 SIE 143 IN., NT. STAND, TABLE, LAMP RE -G, it 11; 6 20 20 1 33 34 2 20 it 1; it it 1. 1 14 vili" STE 149 PTAC STE 143 LIGHTING i llill;:x 8 20 1 35 1515 - - 32 1 14 - 35 36 1 20 STE 528 REFG. REC. Il 2- 0 ii z SPARE SPACE 20 4111111 11111;111jillilli; STE 143 PTAC 14 iii 38 1 iiii 20 2 137 38 2 20 14 1: 11111 : 11' 1 20 STE 144 PTAC 39 40 1 20 1i11111 741 2 it SPARE SPACE ill I !it 39 40 - - 41 42 1 11 1!1: it 11 1 11111 1 14 it lilt li :1; it :l: L"11",' SPARE 39 40 2 STE 328 MICRO. REC. STE 428 SINK REC. 14 I II::,it till! 1; SPARE - 20 1 37 38 20 1 41 42 1 20 53 1 40 35 SPARE SUBTOTAL AMPS 34 1 35 TOTAL AMPS C PHASE 56 TOTAL DEMAND PHASE AMPS 90 42 1 39 57 55 56 SUBTOTAL AMPS TOTAL AMPS A PHASE 91 MAX. CONNECTION PHASE AMPS 98 TOTAL AMPS B PHASE 90 TOTAL CONNECTED PHASE AMPS 98 0.65 TOTAL AMPS C PHASE TOTAL DEMAND PHASE AMPS- --64--- PANEL SCHEDULE LH1 SINGLE PANEL■ DOUBLE PANEL F-1 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. F1 M.L.O. ■ SURFACE N 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) UJI AMP W CIR. CIR. W 1 AMP A LOAD () IDENTIFICATION IDENTIFICATION CB -J oa NO. NO. C' IL CB IDENTIFICATION OA � OB OC OB B 0C LIGHITNG ELECT. ROOM 10 :11 it no CL 20 1 1 2 1 20 6 it it fii it it !it!! STAIR 12 LTS. PREP. AREA STE 224-524 TABLE t ill 1 6 Mi i 3 4 1 20 14 0 2q;:1, CORRIDOR 142 LTS. STAIR #1 it lli it 1: 11$ 111 6 20 1 5 6 1 20 1 5 7 LTS. RM.139AAUNDRY LOBBY WAITING 11 iii iii ii iiii 20 1 7 8 1 20 10 1 it• EMP. BRAEK/CORR.136 81 20 20 3 8 it it 20 1 STE 224 SINK REG ill STE 523 REFG REC. 2 iaiill 2 LOBBY PENDANT Mill: Nfl! 4 10 1 2 0 1 9 10 1 2 0 it! 7 - t WORK RM. 133 LTS. LOBBY DN LTS. 20 1 11 4 20 1 11 12 1 20 Iii it ;11 4 BATHROOM LTS. MENS WOMEN DIN. LT. LOBBY/FRONT 101/119 6 ill 2 14 20 1 13 14 1 20 10 -M Nil i111 I CORR. LTS 126/137 PENDANT LT. DINNING 114 !it 4 1 20 1 15 16 1 20 20 :it 6 16 MEETING ROOM PENDANTS DN. LT. DINNING AREA 114 0' :I: I it 7 it 1111 2 0 20 1 1 17 19 18 20 1 1 20 20 7 1 20 It 7 " " ` U111,1 DN. LTS. MEETING ROOM 127 L DN. LTS. MEETING ROOM 127 DN. LT. DINNING AREA 114 DN. LT. DINNING AREA 114 i! 10 1 20 1 21 22 1 20 1111il it it 7 19 DN. LTS. MEETING ROM 127 ELEV. 1 & 2 /ELEV. MACH. LTS.4 20 8I. 20 14 20 1 2.3 24 1 20 STE 223-523 CONV, REC. 20 iiii 21 7 DN. LTS. MEETING ROOM 127 SPARE iiiit I 1101 8 it ;i :::: it 20 1 25 26 1 20 10 6 20 CORR LIGHTS 2ND FLOOR SPARE 24 1 20 it it iiii20 it •itit it 1 27 28 1 20 it it it 0 :1 i CORR LIGHTS 3RD FLOOR 72 1 i 20 11 iiiili•11t 61 62 2 11t; 1 20 l' it it STE 229 LAMP REC. STE 228-528 LAMP REC. it; 11111111: 10 CORR LIGHTS 4TH FLOOR SPARE 1 2 0 1 25 20 1 29 30 SPARE :::::::: til it; :11 it STE 228-528 TABLE REC. 20 1 31 32 1 20 10 7 it CORR LIGHTS 5TH FLOOR SPARE it SPARE 3 ii 20 1 33 34 1 20 it 6 20 SPARE 29 ljIlllli11JJJli SPARE 20 - 0 H STE 229 SINK REC. Nil; 3 STE 428 REFG. REC. STE 228-528 NT STAND REC. 6 20 1 33 SPACE 20 1 31 32 1 20 3 35 36 1 20 STE 528 REFG. REC. Il 2- 0 ii z SPARE SPACE 20 4111111 11111;111jillilli; •1.181 137 38 1 20 83 82 841 lilt STE 228 SINK REC. SPARE SPACE 2 1: 11111 : 11' 1 20 1 39 40 1 20 1i11111 741 2 it SPARE SPACE ill I !it 39 40 - - 41 42 1 20 i it Illi L"11",' SPARE SPACE 20 2 STE 328 MICRO. REC. STE 428 SINK REC. 2 I II::,it till! 1; - 20 1 37 38 1 SUBTOTAL AMPS 137 1 28 1 21 1 53 1 40 35 SUBTOTAL AMPS TOTAL AMPS A PHASE 90 MAX. CONNECTION PHASE AMPS 90 TOTAL AMPS B PHASE 65TOTAL CONNECTED PHASE AMPS 90 TOTAL AMPS C PHASE 56 TOTAL DEMAND PHASE AMPS 90 PANEL SCHEDULE R2-1 (SECTION 1) SINGLE PANEL M DOUBLE PANEL L1 120/208 VOLT 3 --0 4 WIRE 225 AMPS M.C.B. El M. L. 0. ■SURFACE M 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED El LOAD (AMP) UJI AMP '-J CIR. CIR. 'i AMP LOAD (AMP) IDENTIFICATION IDENTIFICATION CB 0 NO. NO. 0 CBOA IDENTIFICATION OA 013 OC OB OB OC STE 224-524 LAMP REC. 6 43 no CL 20 1 1 2 1 20 3 11 ;it it 6 it 1 STE 224 REFG REC. STE 224-524 TABLE t ill 1 6 Mi i it l 1I 11 20 1 a 14 1 2q;:1, iii STE 228-528 DESK 3 iiii STE 324 REFG REC. STE 224-524 NT STAND 1 20 1 1 6 20 1 5 6 1 20 8 ill iiii STE 428 LIGHTING 3 STE 424 REFG REC. STE 224-524 NT STAND bzu 1 6 20 1 1 7 81 20 20 3 8 it it 20 STE 524 REFG REC. STE 224 SINK REG ill STE 523 REFG REC. 2 iaiill 2 20 1 9 10 1 20 ill fit I tl�l I I 2 2 STE 224 MICRO REC. STE 324 MICRO REG. STE 324 SINK REC 111, jlllllllitl:l - 14 2 20 1 11 12 1 20 - 2 i 14 Iii it ;11 111111111111111 STE 328 PTAC 1 Milt ill 2 14 20 2 53 STE 424 MICRO REC. STE 424 SINK REG 2 iii i!i'ii Nil i111 I 20 1 13 14 1 20 STE 524 SINK REG :1:1 2 STE 523 SINK REG 20 20 1 1 15 16 1 20 iii 2 1 20 STE 524 MICRO REC, STE 224-524 CONV. REC. I STE 523 MICRO REC. STE 223-523 CONV. REC. 6 1 20 1 117 18 1 20 i! 1 1 8 STE 224 LIGHTING STE 224-524 T.V. REC. 6 1111311111:1;4 111i'll! 1111il 20 1 19 20 — 1 20 8I. 20 14 STE 324 LIGHTING STE 224-524 DESK REC. 6 STE 223-523 CONV, REC. 20 1 21 22 1 20 iiiit I 1 8 20 SPARE STE 424 LIGHTING STE 224-524 CONY. REC. STE 423 LIGHTING STE 223-523 DESK. REC. t it 6 20 1 23 24 1 20 tit •itit it SPARE 8 STE 524 LIGHTING - STE 528 PTAC 14 71 72 1 i 20 2 61 62 2 11t; 14 STE 229 REFG. REC. STE 229 LAMP REC. STE 228-528 LAMP REC. 6 tit it, ;l :ill 20 1 2 0 1 25 26 1 20 3 : :::::::: it STE 228 REFG. REC. STE 228-528 TABLE REC. :11111111111111 75 6 1 65 20 1 7 2- 8 SPACE 20 SPARE 3 ii j STE 328 REFG. REC. STE 228-528 NT STAND REC. it 11:1:11 M llilq it it !ll1111;;l; it ill 1; 6 20 1 29 ljIlllli11JJJli SPARE 20 - 0 H STE 229 SINK REC. Nil; 3 STE 428 REFG. REC. STE 228-528 NT STAND REC. 6 20 1 33 34 20 1 31 32 1 20 3 1 71 72 tit STE 528 REFG. REC. iii iii; 2- 0 ilE 35 SPARE 1 20 4111111 11111;111jillilli; •1.181 2 STE 329 MICRO. REC. -1 STE 429 SINK REC. 2 83 82 841 lilt STE 228 SINK REC. 20 SPARE 2 1: 11111 : 11' 1 20 1 33 34 1 0 20 1i11111 741 2 IliSPARE iiiit STE 228 MICRO. REC. STE 328 SINK REC. 39 40 - - 2 20 1 35 Jb 1 ZU L"11",' SPACE SPACE 20 2 STE 328 MICRO. REC. STE 428 SINK REC. 2 I II::,it till! 1; - 20 1 37 38 1 20 2 I SPACE STE 428 MICRO. REC. STE 528 SINK REC. it: 2 20 1 39 40 1 20 20 "t 1 - 2 : :lill: lt i STE 528 MICRO. REC. TE S 228-528 CONV. REC. 2 Eli L'i"li" - 20 1 41 42 1 1 20 SPACE 8 STE 228 LIGHTING 81 82 - SPACE SPACE - SUBTOTAL AMPS 83 84 SUBTOTAL AMPS PANEL SCHEDULE R2-1 (SEC"n0N 2) SINGLE PANEL E DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. El M.L.O. N SURFACE 0 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP UJI CIR. CIR. LU AMP LOAD AMP (AMP) AMID IDENTIFICATION CB -i NO. 0 q43 NO. -i 0 CB IDENTIFICATION OA OB I OC OA OB OC OC 0 1 43 no CL STE 329 LIGHTING STE 229-529 T.V. STE 228-528 T.V. REC. 6 20 1 45 20 1 it 111it 44 1 20 STE 229-529 CONV. STE 223-523 TABLE it It STE 328 LIGHTING STE 228-528 DESK 20 1 iiii 6 STE 323 REFG REC. 1 20 1 1 45 46 1 20 t i;:I; 6 8 ill iiii STE 428 LIGHTING STE 228-528 CONV. iii iiii Iii 1 6 20 1 47 48 1 20 1 it Il; 8 it it 20 STE 628 LIGHTING STE 228 PTAC 14i+ii STE 523 REFG REC. I N; 2 20 2 49 501 2 20 14 2 2a i STE 224 PTAC STE 323 SINK REG 111, jlllllllitl:l - 14 20 1 11 I 51 52 - - 2 i 14 Iii it ;11 111111111111111 STE 328 PTAC 1 Milt ill 11iiiii 14 20 2 53 54 2 20i iii i!i'ii Nil i111 I i 14 STE 324 PTAC - 14 20 2 :1:1 lit STE 523 SINK REG 20 55 56 - - 14 STE 529 PTAC iii Bill 1 20 it 2 :1 STE 523 MICRO REC. STE 223-523 CONV. REC. 63 fi4 6 20 1 17 18 1 20 STE 428 PTAC 14 STE 223 LIGHTING STE 223-523 T.V. REC. 20 2 57 58 2 20 19 20 14 20 8 STE 424 PTAC STE 323 LIGHTING STE 223-523 CONV, REC. 1 A 6 111*111p;iI, 20 1 I 1 1 20 SPARE 8 ,,,l STE 423 LIGHTING STE 223-523 DESK. REC. t 20 1: 69 1414 1 23 59 60 20 •itit it SPARE STE 523 LIGHTING STE 223-523 COI- - STE 528 PTAC 14 71 72 1 i 20 2 61 62 2 20 14 STE 229 REFG. REC. STE 229 LAMP REC. STA 524 PTAC M1,11,11 6 14 20 1 27 63 64 20 SPARE it Jill: 14 lii it STE 229 NT TABLE REC. SPARE iii iplii. :11111111111111 75 20 1 65 665 1 20 "lil Jill SPACE SPACE SPARE SPARE lit I !1 1 20 1 67 68 1 20 1 20 -5 ljIlllli11JJJli SPARE SPARE STE 529 REFG. REC. STE 229 SINK REC. 20 1 69 70 1 20 1 33 34 1 SPARE SPARE ;ill it: 20 1 71 72 1 1 20 iii iii; 2- 0 ilE 35 SPARE 1 20 4111111 11111;111jillilli; •1.181 2 STE 329 MICRO. REC. -1 STE 429 SINK REC. 2 83 82 841 lilt - 20 SPARE 37 38 1 20 1 73 74 1 20 .82 741 it' IliSPARE iiiit 20 1 39 40 - - 75 76 - - STE 229-529 T.V. REC. L"11",' SPACE SPACE 20 1 1 41 SPACE 1 I II::,it till! 1; - 77 78 - SUBTOTAL AMPS- I L I - I SPACE SUBTOTAL AMPS SPACE lin : :lill: lt i 79 80 - SPACE SPACE 81 82 - SPACE SPACE - 83 84 SPACE1 SUBTOTAL AMPS t82 1741 68 1 71 172 701 SUBTOTAL AMPS TOTAL AMPS A PHASE 153 MAX. CONNECTION PHASE AMPS ---153 TOTAL AMPS B PHASE 146 TOTAL CONNECTED PHASE AMPS 153 @ .65 TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 PANEL SCHEDULE R2-2 (SEC110N 1) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT ---- 3 -- 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ LOAD (AMP) W AMP LLI CIR. CIR W -J AMP LOAD AMID -i 0 a- IDENTIFICATION CB 0 -i No. N0. 0 a- CB IDENTIFICATION OA OB OC OA OBI i OC 0 1 43 CL STE 329 LIGHTING STE 229-529 T.V. 20 1 45 2 it 111it STE 429 LIGHTING STE 229-529 CONV. STE 223-523 TABLE it It 20 20 1 3 48 STE 323 REFG REC. 1 3 4 1 1 20 STE 229 PTAC STE 223-523 NT STAND t i;:I; 6 20 1 5 6 1 20 :1 i it i:i; 3 STE 423 REFG REC. STE 223-523 NT STAND 6 Iii !t! 20 1 7 8 1 20 3 STE 523 REFG REC. STE 223 SINK REG it it 2 it 20 1 9 10 1 20 2 2a • STE 223 MICRO REC..-----.--- STE 323 SINK REG 111, jlllllllitl:l - 2 20 1 11 12 1 1 20 56 - 2 STE 323 MICRO REC. STE 423 SINK REG 2 111111111111111 20 1 13 14 1 20 2 1:;111 58 2 STE 423 MICRO REC. ii" 14 iii i!i'ii STE 423 PTAC iiii liz it 14 20 2 OU 61 60 62 STE 523 SINK REG 20 14 2 14 STA 523 PTAC STE 529 PTAC 15 16 1 20 it 2 :1 STE 523 MICRO REC. STE 223-523 CONV. REC. 63 fi4 6 20 1 17 18 1 20 8 STE 223 LIGHTING STE 223-523 T.V. REC. 6 65 661 1 20 1 19 20 1 1 20 8 STE 323 LIGHTING STE 223-523 CONV, REC. 1 67 6 111*111p;iI, 20 1 21 22 1 20 SPARE 8 ,,,l STE 423 LIGHTING STE 223-523 DESK. REC. t 20 1 69 0 1 23 24 1 20 •itit it SPARE STE 523 LIGHTING STE 223-523 COI- 20 it 71 72 1 20 SPARE SPARE STE 229 REFG. REC. STE 229 LAMP REC. 20 M1,11,11 6 74 20 1 27 128 1 20 SPARE it Jill: 3 STE 329 REFG. REC. STE 229 NT TABLE REC. 75 ---- 20 1 29 30 1 20 SPACE SPACE STE 429 REFG. REC. STE 229 NT STAND REC.6 77 78 20 1 31 32 1 20 -5 ljIlllli11JJJli SPACE STE 529 REFG. REC. STE 229 SINK REC. :1 Ht 2 20 1 33 34 1 20 it ::! 1 :1 11 :11:l. STE 229 MICRO. REC. STE 329 SINK REC. 2 2- 0 1 35 00 1 20 4111111 11111;111jillilli; •1.181 2 STE 329 MICRO. REC. -1 STE 429 SINK REC. 2 83 82 841 lilt - 20 1 37 38 1 20 2 STE 429 MICRO. REC. STE 529 MICRO. REC. STE 529 SINK REC. .82 741 2 1 iiiit 20 1 39 40 1 20 it ::l :tl 2 l::l: i;: STE 229-529 T.V. REC. L"11",' Lf! 11 6 20 1 1 41 42 1 20 1; 8 STE 229 LIGHTING SUBTOTAL AMPS- I L I - I I SUBTOTAL AMPS PANEL SCHEDULE R2-2 (SECTION 2) SINGLE PANEL 0 DOUBLE PANEL F-1 120/208 VOLT - 3 0 4 WIRE 225 AMPS M.C.B. El M. L. 0. 0 SURFACE 0 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP W CIR. CIR. Ld AMP LOAD (AMP) IDENTIFICATION CB -i 0 a- NO. NO. I I -3 0 a_ CB OA OB 10 [0 IDENTIFICATION OA OB OCI STE 229-529 CONV. REC. 6 t i 0 1 43 STE 329 LIGHTING STE 229-529 T.V. 20 1 45 2 it 111it STE 429 LIGHTING STE 229-529 CONV. it It 20 1 47 48 1 20 it 8 STE 529 LIGHTING STE 229 PTAC 14 iii Ili 20 2 49 50 2 20 14 STE 223 PTAC Iii !t! r2 51 5 - - Iii iiii STE 329 PTAC it it it t:: 1 14 C 20 2 to 54 2 zu it 14 STE 323 PTAC - 14 55 56 - 14 ii ii!i STE 429 PTAC it 14 20 2 5 7 58 2 20 ii" 14 iii i!i'ii STE 423 PTAC iiii liz it 14 20 2 OU 61 60 62 2 20 14 14 STA 523 PTAC STE 529 PTAC 14 14 63 fi4 14 SPARE 20 1 65 661 1 20 it it lit - SPARE SPARE 20 1 67 68 1 20 - SPARE SPARE 20 1 69 70 1 20 SPARE SPARE 20 1 71 72 1 20 SPARE SPARE 20 1 73 74 1 20 - SPARE SPACE 75 76 - - it it it SPACE SPACE :t it 77 78 - SPACE SPACE SPACE SPACE SPACE •1.181 83 82 841 - - - it .:i SPACE SUBTOTAL AMPS .82 741 68 1 74 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 156 MAX. CONNECTION PHASE AMPS 156 - TOTAL AMPS B PHASE 146 TOTAL CONNECTED PHASE AMPS 156 0 .65 TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 101 PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 Copyright -- All ideas, designs, methods and plans Indicated or represented by this drcving are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the idecs aesigrs irm arrangements, methods or plans shall be used by or disclosed to any person,k4 , e.,,r , corporation for any purpose whatsoever without the written permission of Peninsula Engineftg, Inc. J090,P 99034 0 r- -1 z 0 L z V) 0 CN LJ 0 -i x Ld L< 0 Z Z Z Z o CD _J 0 L'i 0 CI) a - C) LLJ fr p CD WLLI L'J Ld r- 0 nD 0 c) 00 cr_ IL < LLJ �- 0 .J LL V) TWO 06 0 LL. Z M Li - o CL U C)T LLJ ly W 110 O LLt F-4 a- Muz o ED tr Q l- CL z IIj on Ow z 0 mMW�_[E7 F- LU < :1 L, 1:q- 0� - 5�MF- DZW 0 z 6 0 (no F5- !ij a- ZU0 m 1 , 0 d: LLJ Z c) 0 (ti F111 LLJ M U- U.J ZU LL.1 w Q --� � � CL Lu �� �� SHEET N0. REV. NO.; E-303 ,�MJL PANEL SCHEDULE R2-3 (SECTION 1) SINGLE PANEL 0 DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. El M.L.O. ■ SURFACE ■ — 22 -- KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP UJI _5 CIR. CIR. W I AMP LOAD (AMP) LOAD (AMP) IDENTIFICATION CB 0 CL NO. NO. 0 0- CB IDENTIFICATION OA OB OC OA OB �OC STE 222-522 LAMP REC. 6 MI I Ili! 20 1 1 2 1 20 3 if STE 221-521 LAMP REC. 6 6 STE 222 REFG REC. STE 222-522 TABLE 20 1 6 2 20 1 3 4 1 20'rI. ;. STE 221 REFG REC. 3 STE 322 REFG REC. STE 222-522 NT STAND STE 222 AND -520 NT ST 1 fill 11: 6 20 1 5 6 1 20 i I! !If I. 1 3 STE 422 REFG REC. STE 222 SINK REG 2 If if 20 it;ij if: 20 1 1 7 8 1 20 3 20 if if I I STE 431 LIGHTING .. STE 522 REFG REC. STE 322 SINK REG2 STE 530 LIGHTING TING STE 330 PTAC 14 20 1 9 10 1 20 1111;1; 111fl, 2!Il 20 STE 222 MICRO REC. f; Ut it U :Ill: STE 222 PTAC T! i 11fill 14 2 49 50 flil I 51 52 STE 322 MICRO REC. STE 522 SINK REC 2 ijiI;i it 1 f,: ;::1 20 1 13 14 1 20 2 1111i 11!111111 ill!::!! i STE 422 MICRO REC. STE 222-522 T.V. REC. 2 20 STE 321 SINK REC •i 2 20 STE 322 PTAC 15 16 1 20 it it 11:111 I'll I; it 2 55 STE 522 MICRO REC. STE 222-522 COW REC•. - 14 fill; I 6 20 1 17 18 1 20 111 11 ill I•litiIIIIII 58 8 STE 222 LIGHTING STE 222-522 T.V. REC. 6 14 l ij i STE 422 PTAC 20 1 19 20 1 20 8 58 59 if III STE 322 LIGHTING S -522 CONV. REC. TE 222 Mill 6 2 20 1 1 21 22 1 20 20 1 8 H11ii STE 422 LIGHTING STE 230-530 LAMP REC. 14 11 1 6 20 1 23 24 1 20 20 if If 8 STE 522 LIGHTING 14 jii 14 1 21 SPARE SPARE if ti If if !N: fill fill 1 1 U; 66 68 1 1 STE 230-530 TABLE REC. 6 It I 1:1 1 SPARE S PARE SPARE 1 25 26 1 20 3 if 1 65 9 70 STE 230 REFG. REC. STE 230-530 INT STAND REC. if f;; 6 it 26 20 1 27 28 1 20fi ji 1;: 3 ± it STE 330 REFG. REC. STE 230 SINK REG if 19 20 2 20 1 29 30 1 20 fill; 141111': 71 72 3 1 STE 430 REFG. REC. STE 330 SINK REC. 2 iii ii ;iii 20 1 31 32 1 20 3 73 74 STE 530 REFG. REC. STE 430 SINK REC. 1 2 itI ir 20 1 33 34 1 20 SPARE 2 76 STE 230 MICRO. REC. STE 530 SINK REC. if I 2 lif 2 20 1 35 36 1 20 it 1 ti 2 STE 330 MICRO. REC. STE 230-530 T.V. REC. 6 STE 230-531 TABLE REC. 6 2 20 1 37 38 1 20 2 :1 80 SPACE STE 430 MICRO. REC. if lll;i 6 STE 231 REFG. REC. SPACE SPACE :I 6 76 20 1 81 82 1 20 fit If SPACE STE 230-530 CONV. REC. SPACE if:: 63 1111111111::411 20 20 39 40 1 20 29 2 il vil" STE 530 MICRO. REC. STE 230-530 T.V. REC. SUBTOTAL AMPS ME 76 6 20 1 41 42 Ll 20 TOTAL AMPS A PHASE 138 MAX. CONNECTION PHASE AMPS 148 TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0.65 TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96 STE 230 LIGHTING SUBTOTAL AMPS 20 3 111:ii -MU if l!: ill! if fill illim llll�.: if !;: STE 531 REFG. REC. STE 431 SINK REC. SUBTOTAL AMPS ii PANEL SCHEDULE 132-3 (SECTION 2) SINGLE PANEL M DOUBLE PANEL 171 —120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE N — 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP W J CIR. CIR. '-'J AMP LOAD (AMP) LOAD (AMP) IDENTIFICATION CB ao NO. NO. 0 CL CB IDENTIFICATION OA OB OC OA OB 0C STE 230-530 CONV. REC. 6 if I Ili! 20 1 43 44 1 20 8JEOC 8 ii STE 221-521 LAMP REC. 6 6 STE 330 LIGHTING STE 222-520 TABLE 20 1 1 2 1 20 3 i 4 11 111 il STE 221 REFG REC. STE 331 LIGHTING 3 3 STE 320 REFG RIC* STE 222 AND -520 NT ST 111 11: 14 6 20 1 2 451 46 1 20 :: if STE 221-521 TABLE 8 I STE 430 LIGHTING If if 20 it;ij if: :11111 1.1NIll 14 20 lil 47 48 1 20 if if I I STE 431 LIGHTING .. I 8 STE 530 LIGHTING TING STE 330 PTAC 14 it 1 20 20 2 49 50 2 20 14 f; Ut it U :Ill: STE 222 PTAC T! i 11fill 14 2 49 50 2 51 52 fill STE 221 SINK REC it 1 14 11 1; ; STE 430 PTAC 7 1 8 ii 14 20 2 53 54 2 20 STE 321 SINK REC •i 2 14 STE 322 PTAC - 14 110 1 ill - 2 55 561 - - 14 fill; I it: :f: - STE 530 PTAC 14 1 14 STE 320 PTAC liii{ ':JJ1JM 2 20 2 57 58 2 20 ;ji lf1111; ii "iii iii 2 1; 14 l ij i STE 422 PTAC 112 14 Ii 111111i Z! STE 521 SINK REC 14 2 57 58 59 60 f list i fill 14 2 Mill 4 2 SPARE 1 14 STE 221-521 T.V. REC. STE 420 PTAC 20 1 61 62 2 20 14 11 1 STA 522 PTAC SPARE 20 2 it fill ill STE 521 MICRO REC. 20 1 63 64 20 14 jii 14 1 21 SPARE SPARE if ti If if !N: fill 20 20 1 1 65 67 66 68 1 1 20 20 20 It I 1:1 1 SPARE S PARE SPARE 20 SPARE ii 8 20 1 65 9 70 1 20 20 1 25 26 SPARE 20 SPARE SPARE if ji ilii STE 221-521 T.V. REC. ± it 67 20 if 19 20 1 SPACE 8 14 SPARE STE 321 LIGHTING 71 72 6 it 1 SPACE SPACE 1 20 L SPARE SPARE 73 74 STE 230-531 LAMP REC. 20 1 69 70 SPACE SPACEii 23 24 1 20 if U!;11, SPARE 75 76 8 STE 521 LIGHTING lit 2 lif it ;lz:JJlJl SPACE SPACE it If It 34 1 it; 11 if 1 77 78 STE 532 SINK REC. 1 . ::, STE 230-531 TABLE REC. 6 2 SPACE SPACE 20 1 25i'i 26 1 79 80 SPACE SPACE if lll;i 6 STE 231 REFG. REC. SPACE SPACE :I 6 76 20 1 81 82 1 20 fit If SPACE STE 432 MICRO. REC. SPACE SPACE STE 331 REFG. REC. STE 231 SINK REC. 1 20 20 8 2 20 1 29 JV 1 20 SPACE SUBTOTAL AMPS 164 76 72 �Et .: 74 72t 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 138 MAX. CONNECTION PHASE AMPS 148 TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0.65 TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96 PANEL SCHEDULE 112-4 (SECTION 1) SINGLE PANEL 0 DOUBLE PANEL F] --120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. D M.L.O. ■ SURFACE 0 - 22 KAIC TYPE: SQUARE "ID" NQOD (SUB FEED LUGS) RECESSED El 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP UJ -i CIR. CIR. '-'J AMP LOADAMP () LOAD (AMP) IDENTIFICATION CB 0 NO. NO. 0 CB IDENTIFICATION OA OB OC OA OB 0C OC 6 20 1 1 CL 1 20 3 ii STE 221-521 LAMP REC. 6 6 STE 220 REFG REC. STE 222-520 TABLE 20 1 1 2 1 20 3 i 4 11 111 il STE 221 REFG REC. STE 331 LIGHTING 3 3 STE 320 REFG RIC* STE 222 AND -520 NT ST 111 11: 14 6 20 1 5 6 it II 20 ., STE 221-521 TABLE STE 231 PTACZ I r> If if 20 1 3 4 1 20 lil 11 3 1 :1 11 i. STE 321 REFG REC. STE 221-521 NT STAND STE 431 LIGHTING If; S TE 520 REFG REC. STE 220 MICRO REC. 6 20 1 5 6 1 20 1 20 111111 3 STE 421 REFG REC. 8 STE 531 LIGHTING STE 331 PTAC 14 it if T! 1: 20 I 2 49 50 2 20 14 fill STE 221 SINK REC 2 I ; STE 221 PTAC STE 520 SINK REC 20 1 7 1 8 1 20 3 14 1 :f: :III STE 521 REFG REC. STE 321 SINK REC •i 2 it if:;;;; 20 1 9 110 1 20 f 1 if 2 2 20 STE 221 MICRO REC. 2 I; 54 it 1 STE 321 PTAC 1:! 14 fill 1 14 STE 320 PTAC liii{ ':JJ1JM 2 14 2 56 STE 321 MICRO REC. STE 421 MICRO REC. STE 421 SINK REC 14 ;ji lf1111; ii "iii iii 2 1; 20 20 1 1 11 13 112 14 1 1 20 20 STE 521 SINK REC 2 2 57 58 2 20 f list i fill 14 2 57 STE 421 PTAC 2 20 1 14 STE 221-521 T.V. REC. STE 420 PTAC 59 6 ji - 20 1 15 16 1 20 jjj 20 2 it fill ill STE 521 MICRO REC. 1 61 62 2 20 14 if 1 21 STA 521 PTAC SPARE 41 1 8 11:illIi:litlll 20 1 STE 221-521 CONV. REC. 64 6 20 1 17 18 1 20 SPARE 8 8 STE 221 LIGHTING 1 6 66 1 20 1 25 26 1 20 SPARE SPARE ji ilii STE 221-521 T.V. REC. ± it 67 20 1 19 20 1 20 8 14 SPARE STE 321 LIGHTING -521 STE 221 CONV. REG. 6 20 1 21 22 1 20 L SPARE SPARE STE 432 REFG. REC. STE 421 LIGHTING STE 230-531 LAMP REC. 20 1 69 70 6 20 1 23 24 1 20 if U!;11, SPARE SPACE :::::I 8 STE 521 LIGHTING 2 lif it ;lz:JJlJl 72 1 33 34 1 it; 11 if 1 SPACE SPACE STE 532 SINK REC. 1 67 STE 230-531 TABLE REC. 6 2 73 74 20 1 25i'i 26 1 20 3 SPACE SPACE if lll;i 6 STE 231 REFG. REC. STE 230-531 NT STAND REC. :I 6 76 20 1 27 28 1 20 fit If SPACE STE 432 MICRO. REC. :it ! STE 331 REFG. REC. STE 231 SINK REC. 1 20 20 1 2 20 1 29 JV 1 20 1 2 SPACE STE 232-532 T.V. REG. 3 STE 431 REFG. REC. STE 331 SINK REC. 2 it :qJI I Ill 1111 I If ..!. . 20 1 31 .32 1 20 3 111:ii -MU if l!: ill! if fill illim llll�.: if !;: STE 531 REFG. REC. STE 431 SINK REC. fit ill ii 2 80 20 1 33 34 1 20 Ifflit SPACE81 2 75 76 STE 231 MICRO. REC. STE 531 SINK REC. :11 if fit SPACE 2 20 1 35 36 1 20 77 78 2 STE 331 MICRO. REC. STE 231-531 T.V. REC. 6 SPACE I 20 1 37 38 1 20 2 1111 if :I I STE 431 MICRO. REC. 83 84 INll I ill ;, SPACE 80 fill it it SPACE SPACE STE 231-531 COW REC. it 20 1 39 40 1 1 20 it 1 111 2 if I Ill f.; STE 531 MICRO. REC. STE 231-531 T.V. REC. ffilt' TOTAL AMPS A PHASE 138 MAX. CONNECTION PHASE AMPS 148 -.1" 6 83 41 20 1 1:1 fit If U -N` il 8 STE 231 LIGHTING I SUBTOTAL AMPS 64 SUBTOTAL AMPS 1 72 74 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 138 MAX, CONNECTION PHASE AMPS 148 SUBTOTAL AMPS TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96_ PANEL SCHEDULE 112-4 (SECTION 2) SINGLE PANEL 0 DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE E 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) LOAD (AMP)AMP UJ -i Ld _3 CIR. CIR. AMP AMP LOAD (AMP) IDENTIFICATION IDENTIFICATION CB a' NO. NO. -J 0 CB IDENTIFICATION OA OB OC OA OB OC 6 20 1 1 CL 1 20 3 ii i i STE 230-531 CONV. REC. 6 STE 220 REFG REC. STE 222-520 TABLE 20 1 43144 fit 1 20 8 4 1 20 STE 331 LIGHTING 3 3 STE 320 REFG RIC* STE 222 AND -520 NT ST 111 11: 14 6 20 1 5 6 if 20 ., STE 231 PTACZ I 3 STE 420 REFG REC. STE 220 SINK REC V Z. -to 46 1 20 7 1 8 8 20 3 STE 431 LIGHTING If; S TE 520 REFG REC. STE 220 MICRO REC. STE 320 SINK REG if if !illi I:it 14 2 47 48 1 20 111111 1 20 8 STE 531 LIGHTING STE 331 PTAC 14 it if T! 1: 20 I 2 49 50 2 20 14 fill !I if I ; STE 221 PTAC STE 520 SINK REC 11 if 14 fill 201 51 52 14 1 :f: :III 14 52 STE 420 MICRO REC. STE 220-520 T.V. REC. STE 431 PTAC 6 !i 14 20 20 2 53 54 2 20 2 2 STE 520 MICRO REC. 54 14 STE 321 PTAC 1:! 14 fill 1 14 STE 320 PTAC 116 14 55 56 - 14 STE 220-520 CONV. REC. 56 - - STE 531 PTAC :f 14 :I 18 20 2 57 58 2 20 f list i fill 14 2 57 STE 421 PTAC 2 20 1 14 STE 420 PTAC 59 60 ji - liii if ;;I 1 14 1 SPARE 20 I fill if ::1:!: fil, 1: 20 1 61 62 2 20 14 if 1 21 STA 521 PTAC SPARE 20 1 8 11:illIi:litlll 20 1 63 64 6 20 123 14 2 1 20 SPARE 8 STE 520 LIGHTING 20 1 6.5 66 1 20 1 25 26 1 20 SPARE SPARE ji ilii i 20 1 67 68 1 20 64 it ILLI 14 SPARE SIL 232 SINK RE". 40 1 49 ov I V L SPARE SPARE STE 432 REFG. REC. STE 332 SINK REC."2 i fill f: 20 1 69 70 1 20 32 1 20 3 if U!;11, SPARE SPACE :::::I :H: fill: 2 lif 71 72 1 33 34 1 it; 11 if 1 SPACE SPACE STE 532 SINK REC. 1 67 68 1 2 73 74 35 36 1 20 1: SPACE SPACE if lll;i 6 it ;l: :I 75 76 37 38 1 20 ii fill: I ; i:: 11 fit If SPACE STE 432 MICRO. REC. :it ! 69 6 1 20 20 1 39 40 1 20 2 SPACE STE 232-532 T.V. REG. -11' ffi LE 60 77 78 41 42 Ell !It . M-ni ."'111, 1111 11 i SPACE SPACE STE 232 LIGHTING SUBTOTAL AMPS 79 80 SPACE SPACE SUBTOTAL AMPS q1t :if SPACE SPACE81 75 76 fit 82 SPACE SPACE ; SPACE 77 78 i: fill if I r I i SPACE SPACE f 83 84 INll I ill ;, SPACE 80 fill it it SPACE SPACE tf: :1: 81 82 SUBTOTAL AMPS 64 76 72 .74 SPACE 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 138 MAX. CONNECTION PHASE AMPS 148 TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0.65 TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96 PANEL SCHEDULE 132-5 (SECTION 1) SINGLE PANEL N DOUBLE PANEL El 1120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. El M.L.O. ■ SURFACE E 22 _ KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED EJ LOAD (AMP) AMP UJ -i CIR. CIR UJ -J AMP LOAD (AMP) IDENTIFICATION CB aNO. NO.*J 0 CB IDENTIFICATION OA OB OC - OA OB OC STE 222-520 LAMP REC. 6 20 1 1 2 1 20 3 ii i i j iiil STE 220 REFG REC. STE 222-520 TABLE 6 if fit 20 1 3 4 1 20 3 3 STE 320 REFG RIC* STE 222 AND -520 NT ST 111 11: 14 6 20 1 5 6 1 20 ., I 3 STE 420 REFG REC. STE 220 SINK REC 2 2 0 1 7 1 8 1 20 3 2 If; S TE 520 REFG REC. STE 220 MICRO REC. STE 320 SINK REG ii ilii 2 if;ill 20 1 9 10 1 20 1:1 STE 420 SINK REG if I:: it t 2 20 1 11 12 1 20 2 fill M ::: I!:: ::;: I 1 2 STE 320 MICRO REC. STE 520 SINK REC 1", fit 201 !: 13 14 1 20 2 51 52 STE 420 MICRO REC. STE 220-520 T.V. REC. 6 !i ii1 20 1 15 i�: 1 20 14 2 2 STE 520 MICRO REC. 54 2 20 1:! it fill 1 14 STE 320 PTAC 116 14 - - STE 220-520 CONV. REC. 56 - - 6 20 1 17 18 1 20 1 jiii 8 STE 220 LIGHTING fflj'lf`if20 2 57 58 2 20 1 14 STE 420 PTAC ji ji STE 220-520 T.V. REC. 14 6ii ii 20 1 19 20 1 20 8 STE 320 LIGHTING STE 220-520 COW REC. 1: 6 20 1 21 22 1 20 1 8 11:illIi:litlll STE 420 LIGHTING STE 232-532 LAMP REC. it 6 20 123 62 2 1 20 8 STE 520 LIGHTING STE 232-532 TABLE REC. 6 :20 it 1 1 25 26 1 20 STE 232 REFG. REC. STE 2 ii 20 1 1 63 64 14 SIL 232 SINK RE". 40 1 49 ov I V L SPARE STE 432 REFG. REC. STE 332 SINK REC."2 20 iijl ijj 66 20 1 31 32 1 20 3 if U!;11, STE 532 REFG. REC. STE 432 SINK REC. 2 lif 1;1 20 1 33 34 1 20 11 if 1 2 STE 232 MICRO. REC. STE 532 SINK REC. 1 67 68 1 2 20 1 35 36 1 20 1: 2 STE 332 MICRO. REC. STE 232-532 T.V. REC. 6 it ;l: :I 20 1 37 38 1 20 2 iill; t 1 I STE 432 MICRO. REC. STE 232-532 CONV. REC, 1 69 6 1 20 20 1 39 40 1 20 2 STE 532 MICRO. REC. STE 232-532 T.V. REG. -11' ffi LE 60 20 1 41 42 Ell !It . M-ni ."'111, 1111 11 i 8 STE 232 LIGHTING SUBTOTAL AMPS SPACE SPACE SPACE SPACE SUBTOTAL AMPS q1t :if PANEL SCHEDULE 132-5 (SECTION 2) SINGLE PANEL 0 DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE -- 225 AMPS M.C.B. El M. L. 0. ■ SURFACE N 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP 'I CIR. CIR. i AMP LOAD (AMP) IDENTIFICATION CB aNO. NO. 0 a- CB IDENTIFICATION OA OB OC OA OB OC STE 232-532 CONV. REC. 6 0 1 43 44 1 20 8 ii i i j iiil STE 332 LIGHTING STE 232 PTAC 1: 1; 14 fitif 20 2 45 46 1 20 13 STE 432 LIGHTING - - 47 20 8 STE 532 LIGHTING STE 332 PTAC 14 20 2 49 50 2 20 114 1", STE 220 PTAC if !: 14 1:11 !1:':;: 51 52 fill 1 14 it: STE 432 PTAC i�: if fill 14 20 2 53 54 2 20 1:! it fill 1 14 STE 320 PTAC - 14 - - 55 56 - - 14 fill fill iI if;!! !:;! - STE 532 PTAC it jiii 14 fflj'lf`if20 2 57 58 2 20 1 14 STE 420 PTAC ji ji 14 59 60 iii 14 iii SPARE it 20 1 61 62 2 20 14 STA 520 PTAC SPARE ii 20 1 1 63 64 14 SPARE 20 1 65 66 1 20 SPARE SPARE 20 1 67 68 1 20 1 ii:1 Ill lit SPARE SPAREli 20 1 69 70 1 20 1: :if SPARE SPACE Ell !It . M-ni ."'111, 1111 11 i 71 731 72 74 SPACE SPACE SPACE SPACE :I :1 q1t :if 75 76 fit SPACE SPACE ; 77 78 i: fill if I r I i SPACE SPACE I ill ;, 79 80 it SPACE SPACE tf: :1: 81 82 if I 1 SPACE SPACE 83 84 SPACE SUBTOTAL AMPS 64 76 1 72 74 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 138 MAX, CONNECTION PHASE AMPS 148 TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0.65 TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96_ PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD. ORLANDO, FLORIDA, 32803 407.246.1038 0 Copyright - All ideas, designs, methods and plans indicated or represented by this drowIng are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ide I 9N, designs, p or 99034 arrangements, methods or plans shall be used by or disclosed to any ersa irm Erigl� ne I corporation for any purpose whatsoever without the written permission of Peninsula ngine 319, Inc. Q� r- -1 6 0, 14 z O z V) C14 Li iz- C) 0 CL 0 -4- cy) 0 Lo z I-) z < 0 Z z L 1 0, O LJ CIL 0 Wz fY W 0 :5 0 W (h _J :D W 0 LLJ LLJ W < != 3::111 LLJ r- 3: C5 oo :E C) LJ N 0 (-) 0 m0 < LLJ pc 0 Z) u - V) LL - z V Z ca Cie 0 CL V) U C) L3 cal u I< 21- LLJ 0 v, �W,, - a. LZ E Z11 10 u.1 ; 0 0mor 0 W C84 v) s V) Z< 0,za. CO -0 LLJ 0 T - a- CL 0 f - Z L, �- :3 Z 0 Lj Z a (/) 0 EL C, CL 0 x U.) Z E u Z GD 0 ir 0 Lu <P Ln � M 00 61 LU J o '~ U oU4LLU J � LJ LJ z < LU r-- CL LU In SHEET NO. REV. NO.: L. -E-304 PANEL SCHEDULE R2-6 (SECTION 1) SINGLE PANEL ■ DOUBLE PANEL ❑ 12q/208 VOLT -3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ IDENTIFICATION LOAD (AMP) AMP CB W a CIR. NO CIR. N0. � a AMP CB LOAD (AMP) IDENTIFICATION OA TOB �C -q �g �C STE 219-519 LAMP REC. STE 219-519 TABLE 6 € ! ;�;;; 6 0 ilii 20 20 1 1 1 3 2 4 1 1 20 20 3 ' 3 `' `'''•!' i STE 219 REFG REC. 1 F REC. STE 3 9 REFG EC STE 219-519 NT STAND STE 219-519 NT STAND STE 219 SINK REC 6 ji jiij ` j;i i;j ! ` ! , I 2 6 Iii'it 7+:it!= 20 20 20 1 1 1 5 7 9 6 8 10 1 1 1 20 20 20 ij ji! 3 !!! ;i 2 3 iii; ! `! STE 419 REFG REC. STE 519 REFG REC. _ __ - STE 219 MICRO REC. STE 319 SINK REC STE 419 SINK REC STE 519 SINK REC 2 i; n;,i :,, ; '! 2 2 i! ifif 20 20 20 1 1 1 11 13 15 12 14 16 1 1 1 20 20 20 !! 'l i iiii 2 t; L, i !;i ,t; I;i 2 2 ;;,; STE 319 MICRO REC. STE 419 MICRO REC. STE 519 MICRO REC. STE 219-519 CONY. REC.Illi ` ` j! 1;1111,! 6 20 1 17 18 1 20 j STE 234 PTAC STE 433 LIGHTING `' <i 8 STE 219 LIGHTING STE 219-519 T.V. REG 6 !!!iii 1 47 li. 20 1 19 20 1 20 8 i iji i i; STE ii;;; 319 LIGHTING STE 219-519 DESK REC. 49 50 6 20 ;' 20 1 21 22 1 20 STE 334 PTAC ;; 8 ''' STE 419 LIGHTING STE 219-519 COW REC. ! �,; j ii! 54 6 20 1 23 24 1 20 — 51 52 — 8 STE 519 LIGHTING STE 233-533 LAMP REC. 6 ;i; ;,; ; ,; . •, ':,; ;i;i 20 1 25 26 1 20 3 ii ;;i; 20 STE 235-535 TABLE REC. jli STE 233 REFG. REC. STE 233-533 TABLE REC. if „ t ij _�;;, ! ! . 6 I ;i;i 20 1 27 28 1 20 - 14'it 3 i STE 333 REFG. REC. STE 233-533 NT STAND REG j iII i1:11 i I lit 6 20 1 29 30 1 20 STE 235 SINK REC. STE 335 SINK REC. `! ': i;j 3 STE 433 REFG. REC. STE 233-533 NT STAND REC. 6 ;.; .i; ;!': ! 59 20 1 31 32 1 20 3 I! i!ii STE 533 PTAC it iiifl :;:;, i : STE 533 REFG. REC. STE 233 SINK REC. 2 — 61 63 2 2 — �,ii ;,; 20 1 33 34 1 20 14 — 2 i ii !; i;;i STE 233 MICRO. REC. STE 333 SINK REC. — ? ii iI Il l Ii: iii 2 20 1 35 36 1 20 f! ii; ;,,o; — !i! !' 2 STE 333 MICRO. REC. — STE 433 SINK REC. 2 68 1 20 — 20 1 37 38 1 20 2 i 20 1 69 STE 433 MICRO. REC. STE 533 SIN K REC. 20 ii li 2 ij iiii i;:i. i'i ! !;;! 20 1 39 40 1 20 20 2 If f;;+i STE 533 MICRO. REC. — ONV. REC. STE 233 533 C it I ;:. E• ,; I, i iljl i, 20 6 20 1 41 4 2 1 20 •PI ii �,�,_ ;,, 't i. i .f = ilii i ,,; ;, 8 STE 233 LIGHTING SUBTOTAL AMPS — — — 1 SPARE — — — SUBTOTAL AMPS it ijii PANEL SCHEDULE 112-6 (SECTION 2) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD RECESSED ❑ CB LOAD (AMP) CIR. NO. qMp - CIR. CIR. Wi AMP LOAD (AMP) OC IDENTIFICATION CB COL N0. NO. 0 CB IDENTIFICATION OA OB 0C OA OB 0C 3 `!'" ;;;:; ii ! 3 8 €'!' STE 218 REFG REC. i;j STE 318 REFG REC. STE 218-518 NT STAND — STE 2 18 518 NT STAND 3 €;€ , 6 i; ? iii + € ii ii; .iii€ 6 it 20 20 1 1 STE 233-533 T.V. REC. 6 1 1 ll !' i�i; 20 1 43 44 1 20 8 ; :, i ,,, , i! ;, 20 STE 333 LIGHTING STE 233-533 DESK iiiii ! ii ,;,; 6 20 i;i; ;;,, 20 1 45 46 1 20 Pili 11 ii ;.:t !, 8 STE 234 PTAC STE 433 LIGHTING STE 233-533 CONY. "ii !'iii 1 11 6 20 1 47 48 1 20 !i I STE 318 MICRO REC. 8 STE 533 LIGHTING STE 233 PTHC 14 lfilillili;itIllf ,; 20 20 2 49 50 2 20 14 ;it 20 20 STE 219 PTAC STE 518 SINK REC2 18 20 1 1 STE 334 PTAC l I iiii ;;;; 20 1 15 16 1 20 54 iii 2 iii ;ii 14 REC. STE 218--518 CONV. E — — 51 52 — — i; I i 14 1 — STE 333 PTAC j i ;!; ! i il! ; i !!, i ,' 14 20 2 53 54 2 20 STE 235-535 TABLE REC. ; j ! lit ! 14 STE 319 PTAC - 14 I j! iiii - - 55 56 - - 14'it ii ! i; r 1 21 STE 433 PTAC 14 20 ;,;! 20 2 57 58 2 20 !iii ; ! STE 235 SINK REC. STE 335 SINK REC. 14 ii I!rl •i ;;;!! f STE 419 PTAC 20 1 23 14 — — 59 60 — — ill+ STE 518 LIGHTING it 14 — STE 533 PTAC 14 i !! ;'i i i 20 — 2 — 61 63 62 64 2 — 20 — 14 i`i 14 i+€ ,i€� ! STA 519 PTAC —it; 14 — SPARE if iiii' !iii 27 29 — 20 1 65 66 1 20 r iiii ij ;,t ii iii ! — SPARE SPARE ilii ;•,: — !i! !' E; iiii 20 1 67 68 1 20 — it Iii ,li= I SPARE SPARE iii ;{ hi" 2 SPARE 20 1 69 — 70 1 20 iii !i iii — ij iiii i;:i. SPARE T ;;; 7 as ; ;�; I STE 234 MICRO REC. STE 343 SINK REC. SPARE i'fi 20 1 71SPARE 20 1 20 tli 1 20 i!I i — SPARE SPARE 2 STE 343 MICRO. REC. STE 434 SINK REC. 2 20 1 73 74 1v 20 37 38 1 SPARE SPACE ,::::i — ii it ijii -- — 75 76 — — i.; 20 1 SPACE 40 1 20 i€ ilii 2 ;il :,,, STE 534 MICRO. REC. STE 234-534 CONY. REC. SPACE SPACE11: SPACE ' l i` 6 SPACE 1 iii! l iii; 1 — — — 77 78 — — ;!!! it ,I+ `+ ii `I i1 i l - SPACE SPACE — — SUBTOTAL AMPS TOTAL AMPS A PHASE 153 MAX. CONNECTION PHASE AMPS 153 TOTAL AMPS B PHASE 146 _ TOTAL CONNECTED PHASE AMPS 153 0.65 TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 79 80 - 83 SPACE SP ACE a,.: — i ii ,(,, , ; SUBTOTAL AMPS 64 81 82 1 „ 72 — SPACE SPACE ilii iiiii iiii - - - 83 L841 - - I' i! jj - SPACE SUBTOTAL AMPS 82 74 68 711721707 SUBTOTAL AMPS TOTAL AMPS A PHASE 153 MAX. CONNECTION PHASE AMPS 153 TOTAL AMPS B PHASE 146 TOTAL CONNECTED PHASE AMPS 153 0.65, TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 PANEL SCHEDULE R2-7 (SECTION 1) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ IDENTIFICATION LOAD (AMP)AMP CB -i d CIR. NO. CIR. NO. a AMP CB LOAD (AMP) IDENTIFICATION OA �B OC qyq �g �C STE 218-518 LAMP REC. STE 218-518 TABLE 6 + ij;s j 6 ''! f;fi ;i '! ,, 20 20 1 1 1 3 2 4 1 1 20 20 3 `!'" ;;;:; ii ! 3 8 €'!' STE 218 REFG REC. i;j STE 318 REFG REC. STE 218-518 NT STAND — STE 2 18 518 NT STAND 3 €;€ , 6 i; ? iii + € ii ii; .iii€ 6 it 20 20 1 1 5 7 6 8 1 1 20 20 i!;! ! !'il ;;;,; 3 20 ii 3 STE 418 REFG REC. STE 518 REFG REC. - STE 218 SINK REC !k STE 434 LIGHTING 2 ; :, i ,,, , i! ;, 20 1 9 10 1 20 ! !!! ; + 2 � i; s i!i ; ,,; STE 218 MICRO REC. STE 318 SINK REC 8 STE 534 LIGHTING STE 234 PTAC 14 2 20 1 11 12 1 20 ii! i 2 20 !i!;tit 2 STE 318 MICRO REC. STE 418 SINK REC 2 ii jiii; lfilillili;itIllf ,; 20 1 13 14 1 20 2 _ 6 ;ii ji; ;:€ 20 20 STE 418 MICRO REC. STE 518 SINK REC2 18 20 1 1 STE 334 PTAC l I iiii ;;;; 20 1 15 16 1 20 54 iii 2 iii ;ii STE 518 MICRO REC. REC. STE 218--518 CONV. E i i ++•� , j+ ; ;!; ii ;p;; 6 20 1 17 18 1 20 - 2 - 20 14 ;il iii 8 STE 218 LIGHTING STE 21 8-518 T.V. REC. 6 i;' $ STE 517 LIGHTING STE 235-535 TABLE REC. 20 1 1 9 20 1 20 8 ii iiii iii iii' s STE 318 LIGHTING _ STE 218-518 DESK REG iji i j 6 {i ;,; , ii ! i; 20 1 21 22 1 20 Ili jjj! ,:: 8 !, ,,f ;i; STE 418 LIGHTING STE 218-518 CONY. REC. - STE 235 SINK REC. STE 335 SINK REC. �• 'ill 2 14 6 20 1 23 24 1 20 - iii !iiiIIII +�+' '` 3 ',i j!'i j ;;; + 2 !iii ;•, 8 STE 518 LIGHTING STE 234-534 LAMP REC. 6 E;: !:!; € i :+; i !! 20 1 25 26 1 20 3 20 1 ;;i; STE 234 REFG. REC. STE 234-534 TABLE REC. _ STE 234 534 NT STAND REC jii i,€ ji �; 6 iii ijijf ; i;; if ;:11111111 ' 6 20 20 1 1 27 29 28 3D 1 1 20 20 ,; ;i 3 ;iii •j� ; i i li 'if; 3 STE 334 REFG. REC. STE 434 REFG. REC. STE 234-534 NT STAND REC. 6 SPARE €fi;f; ;;;; ilii ;•,: ; ;, 20 1 31 32 1 1 20 3 20 iii - - STE 534 REFG. REC. STE 234 SINK REC. iii ;{ i 2 SPARE i!'I 2 0 1 33 34 1 20 1 ii! � 2 T ;;; 7 as ; ;�; I STE 234 MICRO REC. STE 343 SINK REC. SPARE i'fi �;i i!ii i 2 20 1 35 36 1 20 i!I i — ii iii !ijlii 2 STE 343 MICRO. REC. STE 434 SINK REC. 2 :,, i,u;i uj! •,,, !! ,, 20 1 37 38 1 20 2 — "'i! ` STE 434 MICRO. REC. STE 534 SINK REC. SPACE SPACE 2 i;i i i; 20 1 39 40 1 20 ;ifi ilii 2 ;il :,,, STE 534 MICRO. REC. STE 234-534 CONY. REC. SPACE SPACE11: SPACE ' l i` 6 20 1 41 42 1 20 ?€i jj 't' - 8 STE 234 LIGHTING SUBTOTAL AMPS — — — !iii — — — SUBTOTAL AMPS TOTAL AMPS A PHASE 153 MAX. CONNECTION PHASE AMPS 153 TOTAL AMPS B PHASE 146 _ TOTAL CONNECTED PHASE AMPS 153 0.65 TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 PANEL SCHEDULE 112-7 (SECTION 2) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD RECESSED ❑ IDENTIFICATION LOAD (AMP) WJ a AMP CB � C) CIR. NO. CIR. NO. w Q AMP CB LOAD (AMP) IDENTIFICATION OA OB OC �A OB �C STE 234-534 T.V. REC. 6 NO. " ' '' €' '' 20 1 43 44 1 20 8 ;! `'` i;j " STE 334 LIGHTING STE 234-534 DESK ;i; ;;: iiii !; 6 3 5 i 20 1 45 46 1 20 i;i !iiii; :;: ;i i 2 8 i !k STE 434 LIGHTING STE 234-534 CONY.it 9 S 10 1 1 ii€i €+€+ 6 20 1 47 48 1 20 _ I:= i 2 i' ;; ,1,3 8 STE 534 LIGHTING STE 234 PTAC 14 ;ii itiljd i i 20 2 49 50 2 20 14 :,7; ;',! I!ii STE 218 PTAC 1 1 if lfilillili;itIllf `? iiii iiii i 2 , iiilij c STE 417 MICRO REC. _ — 51 52 _ _ 6 ;ii ji; ;:€ 20 20 1414 17 1 9 18 20 1 1 STE 334 PTAC l I iiii ;;;; ; ,ii i STE 217 LIGHTING STE 317 LIGHTING 14 20 2 53 54 2 20 iii of fit s, ii 22 1 14 STE 318 PTAC _ - STE 434 PTAC 14Iii : ; i iii ;l�;i 14 ifi i ` {!= i ;; i i f,;; ii it !! _ 20 _ 2 55 57 56 58 - 2 - 20 14 ;il iii l' ii 14 !i i ii! i' ! 'i ii• ;ii iiii ! I;7--- ! !�! !i;i _ STE 418 PTAC `! i , i;' $ STE 517 LIGHTING STE 235-535 TABLE REC. 14 — — 59 60 — — - 0 14 — STE 534 PTAC 14 STE 235-535 NT STAND REC. 60 - 6 20 2 61 62 2 20 14 !, ,,f ,; ;!; i STA 518 PTAC - STE 235 SINK REC. STE 335 SINK REC. �• 'ill 2 14 iiii If - - 63 64 - - iii !iiiIIII +�+' '` 3 ',i j!'i j ;;; + 2 14 STE 435 REFG. REC. STE 535 REFG REC. STE 235 MICRO. REC. STE 435 SINK REC. - SPARE E;: `ii fj, iii ,, 20 — 20 1 65 66 1 20 20 1 si !! — SPARE SPARE SPARE — i i; ii? i ,li i' 1 f1 '7 20 20 1 1 67 69 68 70 1 1 20 20 — ijl i iii iiiii — iii i!i ir, iiii i I,I ,,, SPARE _..._ SPARE SPARE :;: ,iii ,' I,I:; STE 435 MICRO. REC. 20 1 71 72 1 20 iii - - - SUBTOTAL AMPS SPARE SPARE — SPARE i!'I I! i !! 20 1 7 3 74 1 20 — i' `'`' - SPARE SPACE s jiilii , , — ; — — 75 76 — — ; iii !ijlii SPACE `;; — ;!i SPACE SPACE I;, `{ !I'jf — — — 77 78 — — "'i! ` i i .; ;i — SPACE SPACE 77 78 iii ! - - 79 80 - - - ,, "•i', • •il! !i .•i SPACE SPACE11: SPACE ' l - - ,, �! i - _ - _ 81 83 82 84 - - .1 Iffim, 't' - SPACE SPACE_ SUBTOTAL AMPS 82 74 68 !iii 71 72 iiiii'• ijl ; 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 153 MAX. CONNECTION PHASE AMPS 153 TOTAL AMPS B PHASE 146 _ TOTAL CONNECTED PHASE AMPS 153 0.65 TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 PANEL SCHEDULE 112-8 (SECTION 1) SINGLE PANEL ■ DOUBLE PANEL ❑ 120 208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ 1SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ IDENTIFICATION LOAD (AMP)AMP Cg WJ a CIR. NO. CIR. NO. � a AMP CB LOAD (AMP) CIR. OA OB OC �q�g (AMP) OCIDENTIFICATION STE 217-517 LAMP REC. 6 !� iiii NO. 0 20 1 1 2 1 20 3 !! '''' i !?+ ;! STE 217 REFG REC. — STE 217 517 TABLE STE 217-517 NT STAND6 iii 20 6 !� E'° " it. 20 20 1 1 1 3 5 4 6 1 1 20 20 ! ! f Ii „ 3 :::: 3 STE 317 REFG REC. STE 417 REFG REC. S217E 217 SINK C STE 317 SINK REC ;i i 2 iii !k 20 20 1 1 9 S 10 1 1 20 20 3 it 2 it i` ii ;� i !; STE 517 REFG REC. STE 217 MICRO REC. STE 417 SINK REC i!€ 14 _ I:= i 2 20 1 11 12 1 20 !i i+ ,+: 7 ' ii 2 STE 317 MICRO REC. STE 517 SINK REC -it STE 217-517 217 T.V. REC. 2 6 2 20 20 1 1 13 15 14 16 1 1 20 20 2 ii;i `? iiii iiii i 2 , iiilij c STE 417 MICRO REC. !;, --- 0 REC. STE 517 MICRO STE 217-517 CONV. REC. STE 2 17-517 T.V. REG ;, ;i,i 6 +; � i, 6 ;ii ji; ;:€ 20 20 1 1 17 1 9 18 20 1 1 20 20 ;;, 8 ! �,• ;i l ;, + 8 : i €ififf ;; ;,;,;• , ,�, ,., STE 217 LIGHTING STE 317 LIGHTING STE 217-517 CONY. REC. 20 2 6 !ii jjj 20 1 21 22 1 20 j;i 8 STE 417 LIGHTING - STE 235 535 LAMP REC. - 55 if ;i; ; 6 20 1 23 24 1 20 i ih `! i , i;' $ STE 517 LIGHTING STE 235-535 TABLE REC. 58 �,� 20 i'i i:+ Iii '--- 25 - 0 iiii 14 - STE 235 REFG. REC. STE 235-535 NT STAND REC. 60 - 6 i;' 2 0 1 27 28 1 20 3 i hi STE 335 REFG. REC. STE 235 SINK REC. STE 335 SINK REC. �• 'ill 2 2 €j! ! it 2 20 20 1 1 29 31 33 30 32 34 1 1 1 20 20 201 iii !iiiIIII +�+' '` 3 ',i j!'i j ;;; + 2 3 i ! +iiiij I ,i, €;i !.(!,: STE 435 REFG. REC. STE 535 REFG REC. STE 235 MICRO. REC. STE 435 SINK REC. i li i Iii I,tl 2 `ii fj, iii ,, 20 1 STE 535 SINK REC. SPARE !+ li! 2 20 1 35 36 1 20 !; a ,'ij ,j;• !! ; I, i ,,, 2 STE 335 MICRO. REC. STE 235-535 T.V. REC. STE 235-535 COW REC. T.V. REC. STE 235-535I 6 i'i;i ;! ,; :.:: 6 ++ ,;i ,;+ .;. .. + '! iii fii 6 20 20 20 1 1 1 37 39 41 38 40 42 1 1 1 20 20 20 2 '!! i?! ': l ! i ii �. , 2 i jijjj ,iii i,;,. . iii :;iii 8 STE 435 MICRO. REC. STE 535 MICRO. REC. — STE 2 35 LIGHTING SUBTOTAL AMPS - - - 20 1 - - - SUBTOTAL AMPS ii PANEL SCHEDULE R2-8 (SECTION 2) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD RECESSED ❑ LOAD (AMP) AMP CIR. CIR. � AMP LOAD (AMP) IDENTIFICATION a NO. NO. 0 CB IDENTIFICATION OA OB OCCB OA OB 0C STE 235-535 CONY. REC. 6 IJ1lIIJII1iI1J; Iii iii 20 1 43 44 1 20 8 ijii i jsi ijiii STE 335 LIGHTING STE 235 PTAC i``! 14 `i! 20 2 45 46 1 20 !!j! :I•i 8 i it li'iji ;i,h STE 435 LIGHTING _j i i!€ 14 _ _ 47 48 1 20 iii iii li ,,,; i ! ii ;,, ;,, ! 8 STE 535 LIGHTING STE 335 PTAC 14 !, 20 2 49 50 2 20 14 ii STE 217 PTAC - i 14 — — 51 52 — — iii ilii 14- STE 435 PTAC ;j iiii i! 14 20 2 53 54 2 20 ;Ij iiii i !i :` , ,, 'i' j ;;;i l 14 STE 317 PTAC - _. 14f _ - 55 56 - - 14 i ii i Ell `i,11 - STE 535 PTAC it14 i 20 2 57 58 2 20 14 i:+ Iii '--- STE 417 PTAC - 14 - - 59 60 - - it iiii Iiii i 14 - _ SPARE — it i,i, 20 1 61 62 2 20 14 STA 517 PTAC SPARE ii ;, !!!i I;ii - 1 1� iii �� 20 1 _ 63 64;i;! �•• „� I: •i i;;, SPARE !+ li! — 20 1 6 5 66 1 20 i 'i'' — SPARE SPARE - Ili jii 20 1 67 68 1 20 - !i Ii°, ii!ii! SPARE SPARE lilt - iii 20 1 69 70 1 20 ii - SPARE SPACE ,iiii ii i' - - - 71 72 - - ;fi i1 - SPACE SPACE 73 74 — — — ii !l'i ;;I, iii !ijlii SPACE SPACE SPACE !' iaj ii i i .; ;i — — —_ 77 78 _ II!; iij ,lI — SPACE SPACE — if ,, "•i', • - - 79 80 - - - ,f, ; :; ,•:,;, ii ii;;; SPACE SPACE 81 82 !iii iiiii'• ijl ; SPACE SPACE 83 i SPACE SUBTOTAL AMPS 64 76 1 72 1 74 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 138 MAX. CONNECTION PHASE AMPS 148 TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0-65 TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96 PLANS REVIEM":' u CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 11877 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.16°t8 Copyright — All Ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc, and were creatk�n,�'�e'erill volved+ and developed for use on and in connection with the specified project. None of th.-designs, arrangements, methods or plans shall be used by or disclosed to any pfirmor corporation for any purpose whatsoever without the written permission of Peninsulag, Inc. 99034 r -1 A�w 4 o[ Q W 1..� _ N N NIt- N IF- CDCLO Y W � L4 cc N I M Z z p z Cf) as w o� WLd� Q O r _J p >� .J v �p � o W W UJ CD Q ¢ F— w o� o00U W N 0 n QM Q OL �+ • rte. W p� o V) o .ilr Q L � J a p = z V Q Z U. a� O CL U `r a wL0o� � L5 7) Hca xo-z ¢z� ui ¢ NQa7 Uw w"QUz.�0a Ear �-aQztwnNzd� Z¢ UOa c,a(, E 0 W L�MM Z F w J ow Zoo n06- LL E ZWW KEO _¢ Uo 20 wHU aUw 1P = J r- < uimmr Lr) oLU""� z Lu F-- Zw CL Lij SHEET NO. REV, NO.: I Q E-30- -5 PANEL SCHEDULE R2-9 SINGLE PANEL N DOUBLE PANEL [J 120/208 VOLT 3 - 0 4 WIRE 225 AMPS M.C.B. El M.L.O. ■ SURFACE E 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El IDENTIFICATION LOAD (AMP) N0. AMP '-3 CIR. CIR. W -J AMP LOAD (AMP) IDENTIFICATION —To IDENTIFICATION CB 0 CL NO- NO. C) a_ CB 0 A QT4bC IDENTIFICATION OA OB OC NO. STE 216-516 LAMP REC. 6 ;;;iii U-1 11i'llill: STE 202 REFG REC. 2 0 1 1 ; it ;I t i i 20 3 :EliliIlIlI:E 1 2 STE 216 REFG REC. STE 216-516 TABLE 1: it it 6 STE 302 REFG REC. STE 402 REFG REC. 20 1 3 4 1 20 20 1 1 3 1, fill'i 11" STE 316 REFG REC. STE 216-516 NT STAND it 9 14 6 20 1 5 6 1 20 1 3 t i 11111111111 3 STE 416 REFG REC. STE 216-516 NT STAND 6 19 AHU-14 (5TH FLOOR) iiiIIII 20 1 7 8 1 20 3 11 it STE 516 REFG REC. it 1 11 'JUEST LAUNDRY WASHER (3RD FLOOR) :1 it it 8 ;1; 20 20 1 9 10 2 30 it 2 STE 216 SINK REG 19 2 GUEST LAUNDRY DRYER (3RD FLOOR) 'JUEST LAUNDRY WASHER (3RD FLOOR) 20 1 9 10 1 20 : 2 it " I STE 216 MICRO REC. STE 316 SINK REG :!;!l1JJJ:J 6 19 2 20 1 11 12 1 20 1 13 2 STE 316 MICRO REC. STE 416 SINK REG 2 2 it 1; it , J111 'GUEST LAUNDRY DRYER (3RD FLOOR) 20 1 13 14 1 20 2 — 13 STE 416 MICRO REC. STE 516 SINK REC tilt 402 LIGHIING 2 STE 403 PTAC 6 20 1 15 16 1 20 1 2 16 STE 516 MICRO REC. 1 E 61 19 8 1 STE 202-502 CONV. REC. 6 14 14 1 20 20 1 25 26 STE 216-516 CONV. REC. it 3 ji ilii 6 20 1 17 18 1 20 17 18 r2 8 STE 216 LIGHTING STE 216 -516 T.V. REC. 6 19 GUEST LAUNDRY DRYER (4TH FLOOR) 20 1 19 20 1 20 8 20 — STE 316 LIGHTING STE 216-516 CON V. REC. 31 6 1 20 1 21 22 1 20 i 8 21 STE 416 LIGHTING STE 216-516 DESK. REC. 30 i !`ii 6 20 1 23 24 1 20 74 1 8 STE 516 LIGHTING STE 216-516 CONV. REC. 6 111111111111 20 1 25 2r:> 2 20 14 it ill , STE 216 PTAC STE 416 PTAC it !111 1: 111 14 :it; 20 2 27 28 SPARE SPACE 1 lit �11t;i;I111ilt i it 14 1 1 37 38 it :it it lit 14 78 .29 30 2 20 ijjji it 14 STE 316 PTAC STE 516 PTAC 14 it 3 40 VENDING ICE MACHINE (3RD FLOOR) 20 2 1 31 N: I I i - 14 STE 512 SINK REG. 29 ti :4 i 11i it IIII I it 14 3 VENDING ICE MACHINE (4TH VE FLOOR) lilt 33 34 1 20 SUBTOTAL AMPS 1 SPACE SPACE SPARE SPARE it 1 STE 211-511 TABLE SUBTOTAL AMPS 1 83 20 1 35 36 1 20 1 20 it 31 SPARE SPARE 20 3 it iii 20 1 37 38 1 20 20 SPARE SPARE it tii - 20 1 1 39 40 It 1 it it i ;';iii 1; li:i t lt i i SPACE SAPCE it `iii 1 20 3.0- 30 41 42 VE NDING SODA MACHINE (2ND FLOOR) 1 1 21121, 1li!:: ;11 2 it SPACE STE 411 WHIRLPOOL 1 it STE 511 WHIRLPOOL SUBTOTAL AMPS 1 96 22 30 1 41 42 It _11.1 20 it, it: SUBTOTAL AMPS 40 44 34 35 36 44 29 35 SUBTOTAL AMPS TOTAL AMPS A PHASE 84, ---- MAX. CONNECTION PHASE AMPS 84 TOTAL AMPS 8 PHASE TOTAL CONNECTED PHASE AMPS 84 TOTAL AMPS C PHASE 69 TOTAL DEMAND PHASE AMPS 84 PANEL SCHEDULE M2 SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. F1 M.L.O. -■ SURFACE M 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El IDENTIFICATION LOAD (AMP)AMP N0. —i 0 CIR. I CIR. L—'J 0 AMP CB LOAD (AMP) 013 IDENTIFICATION —To -1OC OC STE 202-502 LAMP REC. 6 rc> 0 OA 3 20 CB IL NO. NO. EL 3`'" OA OB OC STE 202 REFG REC. AHU-11 (2ND FLOOR) 19 ;it li ; it ;I t i i , 30 2 1 2 2 30 19 it STE 302 REFG REC. STE 402 REFG REC. 11 AHU-13 (4TH FLOOR) STE 212-512 DESK it it it 19 20 1 1 3 4 1 1 20 3 9 14 iiji it; 111 A HU -12 (3RD FLOOR) 1 i; 19 30 2• 5 6 2 30 10 l;ilIlll; Jill 19 AHU-14 (5TH FLOOR) iiiIIII 19 2 14 STE 202 MICRO REC. STE 302 SINK REC 7 8 11 it 2 it 1 11 'JUEST LAUNDRY WASHER (3RD FLOOR) :1 it it 8 ;1; 20 20 1 9 10 2 30 it 2 1 11 31111;11 19 20 20 GUEST LAUNDRY DRYER (3RD FLOOR) 'JUEST LAUNDRY WASHER (3RD FLOOR) it i 20 20 8 20 1 11 12 STE 202-502 CONV, REC. STE 202-502 T.V. REC. 6 :!;!l1JJJ:J 6 19 1 1 1 UEST LAUNDRY WASHER (4TH FLOOR) 8 it ;it 20 20 8 57 1 13 14 2 30 19 it 1; it , J111 'GUEST LAUNDRY DRYER (3RD FLOOR) 20 1 21 22 1 20 — — 13 iliMililli;1! — tilt 402 LIGHIING STE 202-502 DESK REC. STE 403 PTAC 6 GUEST LAUNDRY WASHER (4TH FLOOR) 1! 8 20 1 23 1 15 16 ` lH, 1 E 61 19 8 STE 502 LIGHTING STE 202-502 CONV. REC. 6 14 14 1 20 20 1 25 26 1 20 3 ji ilii iij AHU-8 (3RD FLOOR) STE 212 REFG. REC. STE 212-512 LAMP REC. STE 212-512 TABLE REC. 16 30 2 17 18 r2 30 281 30 1 1 20 20 19 GUEST LAUNDRY DRYER (4TH FLOOR) 3 1;1111 16 Ill: 111111111 11 STE 212-512 NT STAND REC. ll:ii;illllJ1lIlJ 19 20 — — 19 31 32 1 20 GUEST LAUNDRY DRYER (4TH FLOOR) AHU-9 (4TH FLOOR) it 16 it 30 2 21 22 2 30 i !`ii 11 19 34 1 20 16 74 1 23 24 — STE 212 SINK REC.2 R 19 SPARE AHU-10 (5TH FLOOR) 16 1 1 lit 30 2 20 75 76 20 3 1 1 Ul!-i STE 312 MICRO. REC. VENDING ICE MACHINE (2ND FLOOR) 2 20 SPARE SPACE 12 20 1 37 38 1 20 2 78 2 :It 16 STE 412 SINK REC. SPACE SPACE 27 28 20 20 :i it;t it it 3 40 VENDING ICE MACHINE (3RD FLOOR) SPACE SPARE it it N: I I i 20 STE 512 MICRO. REC. STE 512 SINK REG. 29 130 it 2 11i it IIII I 3 42 3 VENDING ICE MACHINE (4TH VE FLOOR) lilt 20 8 8 STE 212 LIGHTING SUBTOTAL AMPS 1 SPACE SPACE 21 1 is{ it STE 511 REFG. REC. STE 211-511 TABLE SUBTOTAL AMPS 1 83 I SPACE 20 2111L 33 1::d!1v. 1 20 SPACE 31 132 1 20 3 iii i iii j VENDING ICE MACHINE (5TH FLOOR) TOTAL AMPS A PHASE 162 MAX. CONNECTION PHASE AMPS 162 TOTAL AMPS B PHASE 142 TOTAL CONNECTED PHASE AMPS 162 0.65 TOTAL AMPS C PHASE 148 TOTAL DEMAND PHASE AMPS 105 77 78 1 20 STE 211 WHIRLPOOL SPACE !it 22 30 1 SPACE It 1 20 1; li:i t lt i i 2 33 34 1 20 3.0- 30 3 37 39 VE NDING SODA MACHINE (2ND FLOOR) 1 1 it 1li!:: ;11 2 SPACE SPACE STE 411 MICRO. REC. STE 511 MICRO. REC. STE 411 WHIRLPOOL it STE 511 WHIRLPOOL SUBTOTAL AMPS 1 96 22 30 1 41 42 SPACE _11.1 20 it, it: i it i TOTAL AMPS C PHASE 192 TOTAL DEMAND PHASE AMPS 125 8 STE 211 LIGHTING 35 36 1 720 20 t till ;I;, it; ;!::i 1 8:11; 3 VENDING DING SODA MACHINE (3RD FLOOR) SPACE it ::i: 37 38 1 20 0 3 1: ; 11 it it 11111 VENDING SODA MACHINE (4TH FLOOR) VE SPACE 1 39 40 20 3 VENDING SODA MACHINE (5TH FLOOR) SPACE lit t 41 42- 1 20 SPARE SUBTOTAL AMPS 78 67 59 85 85 82 1 SUBTOTAL AMPS TOTAL AMPS A PHASE76 MAX. CONNECTION PHASE AMPS 163 TOTAL AMPS B PHASE 38 TOTAL CONNECTED PHASE AMPS 163 TOTAL AMPS C PHASE 38 TOTAL DEMAND PHASE AMPS 163 PANEL SCHEDULE R2-10 (SECTION 1) SINGLE PANEL 0 DOUBLE PANEL El 120/208 -VOLT 3 0 4 WIRE 225 AMPS M.C.B. El M. L. 0. ■ SURFACE N 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED El IDENTIFICATION LOAD (-MP) AMP CB AMP CB u -JJ ICIR. ao N0. CIR. NO. UJ1 M 0 AMP CB LOAD (AMP) IDENTIFICATION OA 013 OC rOOA I OC STE 202-502 LAMP REC. 6 rc> 0 CB 20 20 20 1 1 2 1 20 3`'" it 3 ! i i! 3 STE 202 REFG REC. STE 202-502 TABLE STE 202-502 NT STAND 43 it 6 6 20 20 1 1 3 5 4 6 1 20 20 ;it ;;l: it STE 302 REFG REC. STE 402 REFG REC. STE 202-502 NT STAND t) STE 212-512 DESK 6 6 20 1 1 7 8 1 1 20 3 20 14 iiji it; 111 STE 502 REFG REC. STE 202 SINK REG STE 202 PTAC STE 212-512 CONV. 2 it it 6 20 1 9 10 1 20 lil;! 11l it iiiIIII J::;Il;i:; 2 14 STE 202 MICRO REC. STE 302 SINK REC 20 tilt i;;: 11 it 2 20 1 11 12 1 20 ;1; 20 it i i till 2 STE 302 MICRO REC. STE 402 SINK REC STE 502 SINK REG 2 it it 2 1 11 31111;11 20 20 1 1 13 15 14 16 1 1 20 20 2 i it .fl 2 14 S TE 402 MICRO REG. STE 502 MICRO REC. STE 202-502 CONV, REC. STE 202-502 T.V. REC. 6 :!;!l1JJJ:J 6 20 20 1 1 1 17 19 18 120 1 1 20 20 8 57 58 8 STE 202 LIC4iT1NG STE 302 LIGHTING STE 202-502 CONV. REC. iEi 6 , J111 STE 402 PTAC 20 1 21 22 1 20 — — 13 iliMililli;1! — tilt 402 LIGHIING STE 202-502 DESK REC. STE 403 PTAC 6 it :it 6 20 1 23 24 1 20 ` lH, 1 E 61 iiji 8 STE 502 LIGHTING STE 202-502 CONV. REC. 6 14 14 1 20 20 1 25 26 1 20 3 ji ilii iij ?iij STE 212 REFG. REC. STE 212-512 LAMP REC. STE 212-512 TABLE REC. 16 1 6 6 20 20 1 1 I 27 29 281 30 1 1 20 20 20 20 11:1; 3 1;1111 3 STE 312 REFG. REG.- STE 412 REFG. REC. STE 212-512 NT STAND REC. 6 ll:ii;illllJ1lIlJ ii14 tit SPARE SPARE SPARE 20 1 31 32 1 20 3 71 it 1 it STE 512 REFG. REC. STE 212-512 NT STAND REC. STE 303 LIGHTING it 6 SPARE 20 1 33 34 1 20 73 74 1 2 STE 311 SINK REC. STE 212 MICRO. REC. STE 212 SINK REC.2 2 SPARE 1 20 1 1 35 36 1 20 75 76 1 1;1111 2 2 STE 312 MICRO. REC. STE 312 SINK REC. 2 20 SPARE SPACE 12 20 1 37 38 1 20 2 78 2 111; S TE 412 MICRO. REG. STE 412 SINK REC. SPACE SPACE 2 it 20 20 1 39 40 -1 20 SPARE it it 2 it 20 STE 512 MICRO. REC. STE 512 SINK REG. SPACE SPACE it 2 20 3 42 1 20 lilt 20 8 8 STE 212 LIGHTING SUBTOTAL AMPS 1 SPACE SPACE 21 1 is{ 1 111 " L-1111 STE 511 REFG. REC. STE 211-511 TABLE SUBTOTAL AMPS 1 83 PANEL SCHEDULE R2-10 (SECTION 2) SINGLE PANEL 0 DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. 0 M.L.O. N SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD RECESSED ❑ IDENTIFICATION LOAD(AMP)UJ AMP CB I I 0 CIR. NO. CIR. NO. W D 0 01- AMP CB LO AD (AMP) IDENTIFICATION 4A IDENTIFICATION OC OA OB I OC STE 212-512 CONV. REC. STE 212-512 T.V. 6 rc> 0 CB 20 20 1 1 43 45 44 46 1 1 20 20 8 i it ;i;;: :;:; 8 it OC STE 312 LIGHTING STE 412 LIGHTING STE 212-512 CONV. 6 43 it :t 6 20 1 47 48 1 20 ;it ;;l: it it 8 STE 512 LIGHTING STE 212-512 DESK 6 6 lli : 20 1 49 50 2 20 14 iiji it; 111 !it 11 ill STE 202 PTAC STE 212-512 CONV. 20 it it 6 6 20 20 1 51 521 — — J::;Il;i:; 1 14 STE 403 REFG REC. 27 20 STE 212 PTAC 1i i 11111111111111 STE 203 PTAC 14 20 2 53 54 2 20 it 51 1 52 ill 14 STE 302 PTAC — 14 20 1 1 8 1 55 56 i it .fl 53154 14 STE 503 REFG REC. 20 11 :Iiii: :!;!l1JJJ:J STE 312 PTAC STE 303 PTAC C STE 311 SINK REG. IK REA 14 M 20 2 57 58 2 20 14 ijj , J111 STE 402 PTAC — 1 9 110 1 14 — — 59 60 — — STE 403 PTAC 6 it 14 STE 502 PTAC STE 412 PTAC 14 20 1 59 60 20 2 61 62 2 20 14 1 113 14 14 1 20 2 2 14 STE 403 MICRO REC. STE 203-503 CONV. REC. lilllllilj�il 14 63 64 2 0 iii14 16 1 20 2 STE 512 PTAC SPARE 14 it it; 14 20 20 2 1 65 671 69 1 66 68 70 1 20 it i:: ii14 tit SPARE SPARE SPARE SPARE 6 66 2 20 20 1 71 72 1 20 STE 303 LIGHTING STE 211 SINK REC. SPARE SPARE 20 1 21 22 20 1 73 74 1 20SPARE STE 311 SINK REC. it 2 SPARE 1 23 .24 1 20 20 1 75 76 1 20 2 it 11 20 SPARE SPACE 12 1 20 20 3 14 it 77 78 2 20 SPACE SPACE 28 it 20 it it i 3 79 80 SPARE it it 6 20 1 29 SPACE SPACE it iti it iit 3 STE 411 REFG. REC. STE 211-511 TABLE 81 82, 20 1 31 32 1 SPACE SPACE 21 1 is{ 1 111 " L-1111 STE 511 REFG. REC. STE 211-511 TABLE it 1 83 IlIlll'JJIl;:ilJ 20 2111L 33 1::d!1v. 1 20 SPACE SUBTOTAL AMPS 188 70 78, 74 72 70 1 SUBTOTAL AMPS TOTAL AMPS A PHASE 162 MAX. CONNECTION PHASE AMPS 162 TOTAL AMPS B PHASE 142 TOTAL CONNECTED PHASE AMPS 162 0.65 TOTAL AMPS C PHASE 148 TOTAL DEMAND PHASE AMPS 105 PANEL SCHEDULE R2 -*H (SECTION 1) SINGLE PANEL N DOUBLE PANEL El 120/208 VOLT -- 3 0 -4 WIRE 225 AMPS M.C.B. El M. L. 0. ■ SURFACE 0 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED El IDENTIFICATION LOAD (AMP) AMP UJ _3 0 CIR. CIR * U -J 8 AMP LOAD (AMP) IDENTIFICATION IDENTIFICATION OC CB 0 a_ NO. NO. 0 CB IDENTIFICATION CB OB NO. N 0. OC CB OA OB OC STE 203-503 CONV. REC. 6 43 it :t !it it it 20 1 1 2 1 20 3 ;;l: jij :it S TE 203 REFG REC. STE 203-503 NT STAND REC. 461 1 6 20 1 3 4 1 20 3 20 1 1 STE 303 REFG REC. STE 203-503 CONV. REC. it 20 it it 6 20 1 5 6 1 20 its Ta 20 1 3 STE 403 REFG REC. 27 20 14 STE 203 PTAC -17 6 20 1 51 1 52 STE 203-503 T.V. REG. 6 4 20 1 1 8 1 20 3 i it .fl 53154 STE 503 REFG REC. 20 11 :Iiii: :!;!l1JJJ:J 14 STE 303 PTAC C STE 311 SINK REG. IK REA 2 M 20 1 55156 - STE 203-503 LAMP REC. it 6 Jlll;1lJlJli:ll 20 1 9 110 1 20 :1 2 2 STE 203 MICRO REC. STE 203-503 TABLE REC. STE 403 PTAC 6 20 1 11 12 1 20 1 59 60 STE 303 MICRO REC. STE 203-503 TABLE REC. 11 14 20 1 113 14 14 1 20 2 2 61 STE 403 MICRO REC. STE 203-503 CONV. REC. lilllllilj�il 14 2 0 STE 503 PTAC 16 1 20 2 - TE 503 MICRO REC. STE 203-503 DESK REC. - 20 18 1 20 ilii ii14 8 STE 203 LIGHTING STE 203-503 CONV. REC. 6 66 2 20 1 19 20 1 20 8 14 INIMIII STE 303 LIGHTING STE 211 SINK REC. 20 1 21 22 1 1 208 STE 403 LIGHTING STE 311 SINK REC. it 2 20 1 23 .24 1 20 8 - - ----- STE 503 LIGHTING STE 411 SINK REC. 2 it 11 20 1 25 12 1 20 20 3 14 it STE 211 REFG. REC. STE 511 SINK REC. 2 20 1 27 28 1 20 1;; 3 STE 311 REFG. REC. STE 211-511 T.V. SPARE it it 6 20 1 29 30 1 20 iti it iit 3 STE 411 REFG. REC. STE 211-511 TABLE 6 20 1 31 32 1 20 20 3 :1 it STE 511 REFG. REC. STE 211-511 TABLE it 65 IlIlll'JJIl;:ilJ 20 1 33 34 1 20 it till SPARE STE 211 MICRO. REC. - 77 78 1 20 STE 211 WHIRLPOOL SPACE !it 22 30 1 35 36 1 20 lt i i 2 STE 311 MICRO. REG. STE 311 WHIRLPOOL 22 22 3.0- 30 1 1 37 39 38 401 1 1 20 1 20 2 SPACE SPACE STE 411 MICRO. REC. STE 511 MICRO. REC. STE 411 WHIRLPOOL it STE 511 WHIRLPOOL SUBTOTAL AMPS 1 96 22 30 1 41 42 _11.1 20 it, till i TOTAL AMPS C PHASE 192 TOTAL DEMAND PHASE AMPS 125 8 STE 211 LIGHTING SUBTOTAL AMPS L SUBTOTAL AMPS PANEL SCHEDULE R2-11 (SECTION 2) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/20§ VOLT 3 4RE 225 AMPS M.C.B. M.L.O. -- SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP)- AMP WCIR. CIR. AMP LOAD (AMP) IDENTIFICATION OC CB 0 a_ NO. NO. 0 CB IDENTIFICATION OAI OB OA OB OC STE 211-511 NT STAND REC. 6 2 0 1 43 44 1 20 8 STE 311 LIGHTING STE 211-511 NT STAND REC. 6 ii jij 20 1 1 45 461 1 20 STE 411 LIGHTING STE 211-511 LAMP REC. 6 20 1 1 47 48 1 20 8 STE 511 LIGHTING STE 211-511 CONV. REC. 6 I 20 1 49 50 27 20 14 STE 203 PTAC STE 211-511 CONV. REC. 6 20 1 51 1 52 - -jjj 4 STE 211 SINK REC. 'K REC' 2 20 1 53154 2 20 11 :Iiii: :!;!l1JJJ:J 14 STE 303 PTAC C STE 311 SINK REG. IK REA 2 M 20 1 55156 - 14 11;111 it 1 STE 411 SINK REC. 2 Ill1iiJIlJl;:lI 20 1 571 58 2 20 t 1 14 STE 403 PTAC STE 511 SINK REC, K I ��C . i it l;11111111 2 20 1 59 60 - 11 14 - STE 211 PTAC---.-.- 14 2 61 62 2 2 20 14 it STE 503 PTAC 14 - 63 64 - 14 STE 311 PTAC i1 ilii ii14 20 2 65 66 2 20 14 STE 411 PTAC -14 671 68 - - 14 SPARE it i 20 1 69 70 2 20 14 111�1 STE 511 PTAC SPARE it it 20 1 1 71 1 72 - 14 SPARE L20 1 1 731 74 1 20 SPARE SPARE 20 1 1 751 76 1 20 it till SPARE SPACE - 77 78 1 20 SPARE SPACE 79 80 - lt i i SPACE SPACE 81 83 82 84 - - SPACE SPACE SPACE SUBTOTAL AMPS 1 96 78 94 1 88 86 1_ 98 SUBTOTAL AMPS TOTAL AMPS A PHASE 184 MAX. CONNECTION PHASE AMPS 192 TOTAL AMPS B PHASE 164 TOTAL CONNECTED PHASE AMPS 192 0 .65 TOTAL AMPS C PHASE 192 TOTAL DEMAND PHASE AMPS 125 PLANS REVIEWEb CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSHED IN 1977 2016 ALDEN ROAD. ORLANDO, FLORIDA. 32803 407.246.1688 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of thld i 'z;' r arrangements, methods or plans shall be used by or disclosed to any or firm 990 corporation for any purpose whatsoever without the written permission of Peninsulakl9kee.."grino, Inc. A L Z ct L z < V) LO r1) 0 U-1 C:) =I z 0• 0 z00 z < Z Z 08 L- � ow CS Wz W 0 CD Q LJLJ (Y 6 WLLJ Ld 000 00 0 00 OL < O Ind O U. < Inn V) LL. CL F Ou, UJ LLopes E t L ..-F:F2 - t� W-1 P W ao 0< Z V) U0, 'U" =< of wo [TJ 0 00Z C—:5 �c U) LJ 0 wo Z- ,- -) z m6s-� ILLZ owZ rA V) z of 0, 0 z of ro-- of <-40 YO-O- LLJ Z Z w UJ Z or 0 LLJ 0 LLJ U U LLI -1 U- oC Z LL.J Z < w CL LU N SFIFE1 NO. REV. NO.: E-306 PANEL SCHEDULE Ll SINGLE PANEL 0 DOUBLE PANEL D 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. 0 M.L.O. ■ SURFACE D — 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ■ LOAD (AMP)AMP AMP _J CIR. CIR. _J AMP LOA LOAD (AMP) IDENTIFICATION CB 0a NO. NO. 0 CB OA OB OC IDENTIFICATION 4A�08 OB OC 0 A OB OC STE 210-510 CONV. REC. 6 20 I2_ 1 43 n_ -RONT ENTRANCE CANOPY DN. LTS. 19 IP;1I :RMI; :l: it 20 1 1 2 1 20 8 it 20 3 DRYER it it: 1111 19 STE 204-504 TABLE 1 :3! IEE; 30 3 3 4 3 30 — 20 !it; ,8 1 WASHER :1: OUTSIDE POOL LIGHTS SITE LIGHTING U N STE 209 PTAC 19 8 !it 5 6 5 6 it 2:111lill:iI 20 50 52 8 12 STE 404 REFG REG. 19 2 tl t il 11i:: it 2 7 ,18— - - 7 8 :t�i11 i 8 53 54 : 11 19i t ll: it 30 3 9 10 3 30 t ;1DRYER 8 1 20 WASHER 56 ii ; 11 14 it it 19 MONUMENT SIGN it i 11 12 - 20 1 9 10 it 8 ;;111! AHU-7 48 : I:!: It:: 4:! :1 60 2 13 14 2 30 11 112 1:: ; 30 SPARE it it it 1i it Lit. I Ul',11l; 14 1 1111:1 it 20 1 13 114 it 30 18 20 1 1:: it 1 48 BUILDING SIGNAGE FUTURE LANDSCAPE LIGHTING it III it till 11 15 16 20 1 iMM :it Ml: 116 1 1 20 i:; it E.W.C. t 1:1; ilh i;:; ; it 3 20 1 17 18 1 20 18 it it 20 it 6 RECEPTACLES 40 SPARE FUTURE LANDSCAPE LIGHTINGl it 2 0 1 !1! 8 20 1 19 20 2 20 14 20 1 19 ACCENT LIGHTING SPARE FUTURE LANDSCAPE LIGHTING 8 1 63 64 20 1 19 20 1 20 it 14 SPARE 6 FUTURE LANDSCAPE LIGHTING SPARE SPARE 17 iii 1 20 1 20 1 1 21 22 1 20 1 SPARE 14 ii SPARE SPARE i1I iiii it r 7 8 1 1 23 24 1 20 SPARE 6 20 1 23 SPARE SPARE it :it I; 20 1 25126 26 1 20 14 2 L!l, iJJJ;lJJJJJl;I 25 SPARE SPARE till 0: 1 :1: 20 1 27 28 1 20 it SPACE 20 1 1 SPARE SPACE iii !gi Ii! MI: - -29 i;1111 30 1 27 28 i 1 20 0: SPACE 14 29 30 BUILDING ACCENT UGH TING 29 30 32 1 20 3 STE 410 REFG. REC. i!lJi:ill iii!JJi:i:l •t1: 14 SPARE SPARE SPACE ;1 iiii 1:1 !ill it 20 1 31 32 SPACE 73 74 it 1 31 SPACE SPACE it !iiI' 1 31 20 1 33 35 34 36 1 20 it STE 510 REFG. REC. STE 410 SINK REC. i:11lli it SPACE SPACE SPACE SPACE 20 it 33 34 1 37 38 78 2 l ;4! it it it it l it it SPACE SPACE I 400i 1 20 Mill it 31 5 36 39 40 38 — STE 310 MICRO. REC. 210-510 T.V. REC. SPACE SPACE SPACE I;, it 1 37 38 41 42 21;11, it NI :1 ii it it it SPACE SPACE SUBTOTAL AMPS 86 86 77 1 38r 1 41 16 16 22 SUBTOTAL AMPS TOTAL AMPS A PHASE 102 MAX. CONNECTION PHASE AMPS 102 TOTAL AMPS B PHASE 102 TOTAL CONNECTED PHASE AMPS 102 TOTAL AMPS C PHASE 60 TOTAL DEMAND PHASE AMPS 102 PANEL SCHEDULE SL SINGLE PANEL 0 DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE N 22 KAIC TYPE: SQUARE "D" NQOD RECESSED El LOAD (AMP) AMP L_1JJ CIR. CIR. L-uj AMP LOAD (AMP) LOAD (AMP) IDENTIFICATION CB 0 0- NO. NO. 0 CB OA [ OBTOC IDENTIFICATION 0AT0131 OB OC 0 A OB OC STE 210-510 CONV. REC. 6 20 CIL 1 43 n_ -RONT ENTRANCE CANOPY DN. LTS. 10 IP;1I 'it:';::' lifl ;;; 11 20 1 1 2 1 20 7 M: "' 20 3 OUTSIDE WALL SCONCES RONT ENTRANCE CANOPY DN. LTS. it: 1111 10 STE 204-504 TABLE 1 :3! IEE; i 20 1 3 4 2 — 20 Iili 12] 1 3 :1: OUTSIDE POOL LIGHTS SITE LIGHTING U N STE 209 PTAC 8 8 !it 20 2 5 6 6 1 20 50 52 2 12 STE 404 REFG REG. S204E 204 SINK REG 2 8iEiE STE 204 PTAC 11i:: it 2 20 - - 7 1 20 20 8 53 54 2 STE 504 REFG REC. SITE LIGHTING it it I :ifl � lil: 1:1: 2 :2 :1 illi:;JJlllil ;l 20 1 9 10 1 20 it 56 2 11 14 STE 204 MICRO REC. STE 404 SINK REC MONUMENT SIGN it i STE 510 PTAC 4 it it 20 1 9 10 -2 20 ;;111! 2 8 H11 2 CANOPY SIGN it it it 2 ; 11 it 65 20 1 11 112 1 30 1 it it 18 BUILDING SIGNAGE FUTURE LANDSCAPE UGHTING Lit. I Ul',11l; 14 1 1111:1 it 20 1 13 114 1 30 18 20 1 1:: it 1 11 1; BUILDING SIGNAGE FUTURE LANDSCAPE LIGHTING it III it till 11 STE 204-504 T.V. REC. ::;I 20 1 15 116 1 1 20 i:; it it. i;i 1 it 111 it illit i SPARE 'I FUTURE LANDSCAPE LIGHTING 2 Ni 1111; lil STE 504 MICRO REC. 2 0 1 17 18 1 20 it It 1 17 40 SPARE FUTURE LANDSCAPE LIGHTINGl it 2 0 1 !1! 8 20 1 19 20 2 20 14 20 1 19 ACCENT LIGHTING UBUILDING FUTURE LANDSCAPE LIGHTING 8 1 63 64 20 1 21 22 14 STE 209 -509 NT STAN D REC. it 14 SPARE 6 FUTURE LANDSCAPE LIGHTING :11 29 30 2 0 1 20 1 23 24 2442 2 20 it '11i 1 SPARE 14 BUILDING ACCENT LIGHTING 21 22 1 20 it r 7 8 1 20 S11E 404 LIGHTING STE 210-510 LAMP R 20 111.1lilml SPARE 6 20 1 23 SPARE 1 it :it I; 20 1 25 26 6 14 2 L!l, iJJJ;lJJJJJl;I 25 126 1 20 0: 3 2 STE 309 MICRO. REC. STE 210 REFG. REC. STE 210-510 NT STAND REC. 2 1 6 SPACE 20 1 1 27 28 1 SPARE MI: - 3 i;1111 20 1 27 28 2 20 0: t: 14 29 30 BUILDING ACCENT UGH TING 29 30 32 1 20 3 STE 410 REFG. REC. i!lJi:ill iii!JJi:i:l •t1: 14 SPARE SPARE it ;I:f il it it l ;1 iiii it 1 20 1 SPARE SPACE 73 74 20 1 31 SPAREiii il 1 20 1 31 20 1 33 34 1 20 76 STE 510 REFG. REC. STE 410 SINK REC. i:11lli it SPARE SPACE SPACE 20 it 33 34 1 35 36 78 2 l ;4! STE 210 MICRO. REC. STE 510 SINK REC. 1 iii 1111; !1 1 120 SPACE SPACE 2 1 20 1 31 5 36 1 37 38 — STE 310 MICRO. REC. 210-510 T.V. REC. SPACE SPACE it 20 1 37 38 39 40 21;11, it it ! it ii SPACE SPACE 2111"..."1 11 6 20 1 41 42 1 !it Illi 2 SPACE STE 510 MICRO. REC. STE 210-510 T.V. REC. SPACE iii L2 1211,1121-1 ."i 6 . 1 41 84 20 il!:1 SUBTOTAL AMPS 18 14 12 1 SUBTOTAL AMPS 61 48 58 SUBTOTAL AMPS TOTAL AMPS A PHASE 79 MAX. CONNECTION PHASE AMPS _79 TOTAL AMPS B PHASE 62 TOTAL CONNECTED PHASE AMPS 79 TOTAL AMPS C PHASE 70 TOTAL DEMAND PHASE AMPS 79 PANEL SCHEDULE R2-12 (SECTION 1) SINGLE PANEL 0 DOUBLE PANEL 0 120/208 - VOLT 3 0 4 WRE . 225 AMPS M.C.B. El M.L.O. ■ SURFACE N 22 - KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ LOAD (AMP) AMP UJ _J CIR. CIR. W _3 AMP LOAD (AMP) IDENTIFICATION IDENTIFICATION CB 0 NO. NO. 0 CB IDENTIFICATION OA OB 0C 0 A OB OC STE 210-510 CONV. REC. 6 20 CIL 1 43 n_ 1 20 :1 8 �; !:;: ��': ;;; STE 204-504 LAMP REC. 6 it V:: it 20 1 1 2 1 20 3 it 1!1 1 it: 1111 STE 204 REFG REC. STE 204-504 TABLE 8 6 ili:: ii 20 1 3 4 1 20 1 3 :1: STE 405 REFG REG. STE 505 REFG REC. STE 304 REFG REC. STE 204-504 NT STAND STE 209 PTAC 8 i !it 6 20 1 5 6 1 20 50 52 2 3 STE 404 REFG REG. S204E 204 SINK REG 2 :It STE 204 PTAC 11i:: it 2 20 1 7 8 1 20 3 2 53 54 2 STE 504 REFG REC. STE 304 SINK REC it it I :ifl � lil: 1:1: 2 :2 :1 illi:;JJlllil ;l 20 1 9 10 1 20 it 56 2 11 14 STE 204 MICRO REC. STE 404 SINK REC STE 505 SINK REG it STE 510 PTAC 1 it 2 20 1 11 12 1 20 ;;111! 2 �1` 1111111 2 STE 304 MICRO REC. STE 504 SINK REC 2 i 65 20 J-1 20 1 13 14 1 20 2 1111i "ill STE 404 MICRO REC. Lit. I Ul',11l; 14 1 1111:1 it 20 1 19 I 1 20 8 20 2 STE 305 LIGHTING 1.11,, t 6 it STE 204-504 T.V. REC. ::;I 1 6 i i 1 20 1 1 15 16 1 20 1 61 2 2 20 STE 504 MICRO REC. STE 204-504 CONV. REC. L121-1111,1" il: it 20 it 6 20 1 17 18 1 20 it 2 0 1 8 STE 204 LIGHTING 1 20 3 it 1 1 1 STE REC. 209 REFG. 20 1 19 20 1 20 8 1 63 64 STE 304 LIGHTING STE 204-504 T.V. REC. 6 20 14 STE 209 -509 NT STAN D REC. it 1 SPARE 6 20 1 1 29 30 2 0 1 65 66 1 20 STE 204-504 CONV. REC. STE 209-509 NT STAND REC. R 6 20El SPARE 20 1 21 22 1 20 1 r 7 8 1 20 S11E 404 LIGHTING STE 210-510 LAMP R 20 111.1lilml SPARE 6 20 1 23 24 1 20 1 1 8 STE 504 LIGHTING STE 210-510 TABLE REC. 6 i it 2 20 1 25 126 1 20 0: 3 2 STE 309 MICRO. REC. STE 210 REFG. REC. STE 210-510 NT STAND REC. 2 1 6 SPACE 20 1 1 27 28 1 20 11 3 — — STE 310 REFG. REC. STE 210 SINK REC. 2 I 2 20 1 29 30 1 20 it Ili STE 509 MICRO. REC. 3 STE 410 REFG. REC. 6 20 83 SPACE 1 20 it; SPACE 73 74 STE 310 SINK REC. 2 i il 1 20 1 31 32 1 20 3 751 76 STE 510 REFG. REC. STE 410 SINK REC. i:11lli it 2 SPACE SPACE 20 1 33 34 1 20 771 78 2 l ;4! STE 210 MICRO. REC. STE 510 SINK REC. 1 iii 1111; !1 1 120 1 2 1 20 1 31 5 36 1 20 — STE 310 MICRO. REC. 210-510 T.V. REC. 6 SPACE lit 20 1 37 38 1 20 21;11, it it STE 410 MICRO. REC. --STE STE 210-510 CONV. REC. SPACE 6 20 1 39 40 1 !it 11;i 2 !it, STE 510 MICRO. REC. STE 210-510 T.V. REC. SPACE iii L2 1211,1121-1 ."i 6 20 1 41 84 20 il!:1 illi 8 STE 210 LIGHTING SUBTOTAL AMPS 76 72 74 72 70 SUBTOTAL AMPS SUBTOTAL AMPS TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0.65 PANEL SCHEDULE R2-12 (SECTION 2) SINGLE PANEL N DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. El M.L.O. ■ SURFACE N 22 — KAIC TYPE: SQUARE "D" NQOD RECESSED 0 LOAD (AMP) AMP U.1 _J CIR. CIR. UJ _5 AMP LOAD (AMP) IDENTIFICATION IDENTIFICATION CB 0 13- NO, NO. 0 CB IDENTIFICATION GSA OB OC 0 A OB OB F OC STE 210-510 CONV. REC. 6 20 20 1 43 44 1 20 :1 8 �; !:;: ��': ;;; : STE 310 UGHTING it 6 STE 410 LIGHTING STE 210 PTAC 20 141 45. 46 20 2 45 146 1 1 20 1,11 8 `1;11 it i U 11lil it l 6 20 20 1 1 1 14 6 8 10 1 1 1 1 47 48 1 1 20 STE 405 REFG REG. STE 505 REFG REC. STE 205-505 NT STAND STE 205 SINK REG STE 209 PTAC 8 STE 510 LIGHTING STE 310 PTAC 14 Itji 'll 14 : : i 20 2 49 51 50 52 2 20 14 jil i 14 ii! :It STE 204 PTAC 11i:: it 2 STE 305 MICRO REC. STE 410 PTAC 12 14 20 14 20 2 53 54 2 20 1 ".1 lit 11fill :it!! 14 STE 304 PTAC — 14 55156 56 — 11 14 STE 505 SINK REG STE 510 PTAC 1 it i:lt !I;:: 14 lit it t 20 2 57 58 2 20 I!E14 STE 205-505 CONV. REC. STE 404 PTAC 65 20 J-1 17 14 1 — — 59 60 — — STE 205-505 T.V. REC. Lit. I Ul',11l; 14 1 1111:1 it 20 1 19 I 1 20 8 20 2 STE 305 LIGHTING STE 205-505 DESK REC. t 6 it 20 1 21 22 SPARE 20'!! — 8 i'lill it 20 1 61 62 2 20 14 23 24 il: it 20 STA 504 PTAC 8 STE 505 LIGHTING STE 209-509 LAMP REC. it 2 0 1 25 26 1 20 3 it 1 1 1 STE REC. 209 REFG. SPARE it it 6 1!17 20 20 1 63 64 20 3 20 14 STE 209 -509 NT STAN D REC. it 1 SPARE 6 20 1 1 29 30 2 0 1 65 66 1 20 STE 409 REFG. REC. STE 209-509 NT STAND REC. R 1 20El SPARE SPARE 1 31 132 1 20 1 r 7 68 1 20 STE 209 SINK REC. 1 20 111.1lilml SPARE SPARE 0 1 33 20 70 1 20 STE 309 SINK REC. SPARE 2 20 1 35 36 1 20 0: i1!11111 2 STE 309 MICRO. REC. STE 409 SINK REC. 2 1 it SPACE 20 1 37 38 1 20 it 2 1: 72 — — ilii 'ii !11It 2 I SPACE 40 1 20 21 Ili STE 509 MICRO. REC. STE 209-509 CONV. REC. SPACE 6 20 83 SPACE 1 20 SPACE 73 74 SUBTOTAL AMPS 68 71 SPACE SPACE - - SUBTOTAL AMPS TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 751 76 i:11lli it it SPACE SPACE 771 78 l ;4! 1 SPACE SPACE it f 79 80 — SPACE SPACE N it 81 82 SPACE it'i !it, SPACE iii U1,11-11", 1211,1121-1 ."i 83 84 i,ii; illi SPACE SUBTOTAL AMPS 64 76 72 74 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 138 MAX. CONNECTION PHASE AMPS 148 TOTAL AMPS B PHASE 148 TOTAL CONNECTED PHASE AMPS 148 0.65 TOTAL AMPS C PHASE 142 TOTAL DEMAND PHASE AMPS 96 PANEL SCHEDULE R2-13 (SECTION 1) SINGLE PANEL ■ DOUBLE PANEL ❑ 120/208 VOLT __ 3 _ 0 -_ 4 -_ WIRE 225 AMPS M.C.B. ❑ M.L.O. ■ SURFACE ■ 22 KAIC TYPE: SQUARE "D" NQOD (SUB FEED LUGS) RECESSED ❑ LOAD (AMP) AMP AMP bi _J CIR. CIR, UJ _J AMP LOAD (AMP) IDENTIFICATION IDENTIFICATION CB 0 a- I NO. I NO. I 0 CL CB IDENTIFICATION OA OB OC OA OB 0C STE 205-505 LAMP REC. 20 1 43 44 1 20 it STE 205 REFG REC. STE 205-505 TABLE it 6 it11 20 1 45. 46 20 3 STE 305 REFG REC. STE 205-505 NT STAND 6 `1;11 it i U 11lil it l 6 20 20 1 1 1 5 7 9 6 8 10 1 1 1 1 20 20 20 t : iii it 2 3 I VNII k STE 405 REFG REG. STE 505 REFG REC. STE 205-505 NT STAND STE 205 SINK REG STE 209 PTAC 14 2 Tit Ii. 20 STE 205 MICRO REC. STE 305 SINK REG it it it 1 it 1; 1 H L it 2 20 1 11 12 1 20 ::11111, it 11i:: it 2 STE 305 MICRO REC. STE 405 SINK REG 2 14 20 1 2 20 1 13 14 1 20 2 ::i :it!! S TE 405 MICRO REC. 14 55 56 — 11 14 STE 505 SINK REG 2 STE 409 PTAC it7 20 1 15 16 1 20 2 di STE 505 MICRO REC. STE 205-505 CONV. REC. it 65 20 1 17 18 1 2 0 it 59 8 STE 205 LIGHTING STE 205-505 T.V. REC. 6 I Ul',11l; III 1 1111:1 it 20 1 19 20 1 20 8 20 2 STE 305 LIGHTING STE 205-505 DESK REC. t 6 II 20 1 21 22 1 20'!! it !iii 1'1 8 i'lill STE 405 LIGHTING STE 2051. -505 CONV. REC. — it 11 : it 6 20 1 23 24 1 20 8 STE 505 LIGHTING STE 209-509 LAMP REC. it 2 0 1 25 26 1 20 3 it 1 1 1 STE REC. 209 REFG. STE 209-509 TABLE REC. 1 20 6 1!17 20 1 1 2ii 28 1 20 3 20 STE 309 REFG. REC. STE 209 -509 NT STAN D REC. it 1 20 6 20 1 1 29 30 1 20 iiii 11 ;11 3 STE 409 REFG. REC. STE 209-509 NT STAND REC. 6 1 20El 20 1 31 132 1 20 3 20 1 STE 509 REFG. REC. STE 209 SINK REC. 1 20 111.1lilml :1 11: 0 1 33 1 75 76 STE 209 MICRO. REC. STE 309 SINK REC. SPACE 2 20 1 35 36 1 20 0: i1!11111 2 STE 309 MICRO. REC. STE 409 SINK REC. 2 1 it it 20 1 37 38 1 20 it 2 1: ILI ';';1t I STE 409 MICRO. REC. STE 509 SINK REC. ilii 'ii !11It 2 20 40 1 20 21 Ili STE 509 MICRO. REC. STE 209-509 CONV. REC. SPACE 6 20 83 42 1 20 SPACE 8 STE 209 LIGHTING SUBTOTAL AMPS 68 71 72 - - - SUBTOTAL AMPS TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 PANEL SCHEDULE R2-113 (SECTION 2) SINGLE PANEL 0 DOUBLE PANEL El 120/208 VOLT 3 0 4 WIRE 225 AMPS M.C.B. 0 M.L.O. ■ —SURFACE ■ — .22 KAIC TYPE: SQUARE "D" NQOD RECESSED ❑ LOADW ( MP) AMP _3 CIR. CIR. U-1 AMP LOAD (AMP) IDENTIFICATION CB 0 NO. NO. 0 CB IDENTIFICATION OA OB OC OA OB TOC STE 209-509 T.V. REC. 6 20 1 43 44 1 20 111 it STE 309 LIGHTING STE 209-509 DESK REC. 6 20 1 45. 46 1 20 it: STE 409 LIGHTING STE 209-509 CONV. REC. `1;11 it i U 11lil it l I i 6 20 1 47 48 1 2 0 :1;1 1111 111;: 1 .:I 111 1 ! 11111111111111 8 STE 509 LIGHTING STE 209 PTAC 14 it it 20 2 49 51 50 52 2 — 1 20 — 14 li it it 14 it 1;II: It ill STE 205 PTAC STE 309 PTAC itill1411` 14 20 1 2 531 54 2 20 ::i 14 STE 305 PTAC 14 55 56 — 14 STE 409 PTAC it7 58 1l!JJJJ!1l':JJJ it JJ;;:JJJJJ:iiJi 14 59 601 — I Ul',11l; III 1 1111:1 it 14 STE 509 PTAC 14 20 2 61 62 2 20 14 STA 505 PTAC 14 63 64 — 14 SPARE it 11 it ARE SPARE _ ii 20 1 1 67 681 1 20 SPAR�E, SPARE 20 1 69 70 1 20 SPARE SPARE it 20 1 71 72 1 20El i SPAREiia 20 1 73 74 1 20 111.1lilml :1 11: SPARE. SPACE it 75 76 — SPACE SPACE 77 78 — HIII; 1:111: 111di SPACE SPACE 79 80 — :ill i it 1 SPACE SPACE:11 it 81 82 — SPACE SPACE 83 84 SPACE SUBTOTAL AMPS 82 74 68 71 72 70 SUBTOTAL AMPS TOTAL AMPS A PHASE 153 MAX. CONNECTION PHASE AMPS 153 TOTAL AMPS B PHASE 146 TOTAL CONNECTED PHASE AMPS 153 0.65 TOTAL AMPS C PHASE 138 TOTAL DEMAND PHASE AMPS 99 M PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSHED IN 1077 2016 ALDEN ROAD, ORLANDO, FLORIDA. 32803 407.246.1688 Copyright - All Ideas, designs, methods and plans indicated or represented by this drowIng are owned by and the property of Peninsula Engineering, Inc. and were created, evo:v�d and developed for use on and in connection with the specified project. None of the ideas, designs, arrangements, methods or plans shall be used by or disclosed to any person, -Fir corporation for any purpose whatsoever without the written permission of Peninsula Enqineeril_,N�cr 99034 I r- -1 it L z 9 oc d Z V) QD (D L 0 04 C4 CL� Ld C) 0 Z 0 0 z zCN z z C) CD J 0 L'i 0 L'i a- ZE W LLI C),D 0� _J LJ _J LLI LJ W < C5,10 OC)O 0 cr_ IL LLJ 0 LL_ O TTZ U < Z U. Cie 0 CL ii ,n I air 00�82 "If av? !;z L11) P o'oK0-g 0> V C, 0 N 'J 0) 0, 1 U D UWp (I U_ Q I I Mm UJ U, (n C) Z, M C -)U) CL 3Z he �W; ow _J < gzw z D Z M U,2M 8 L z , �!J C, W OF- Of I= Of :3 < 0l - m IS z UZI 2zti0000E W UJO a. zff- E 01LJ Z. USd LU T .J '< 4 < I U LZU 71 M U ul U_ X 'Lill, Lu z U < LIJ � � �� LU rn SHEET NO. REV. NO.: !A I ! J E-307 " r , , r e ' OFFEE UUY I ,k YQf�aftrd ndtird Qy1ldlr► ( r�fuirtbl�'g �,_ 30 1907 ed, �,Oimddrra wohmlogl dodo ��� �.•,ii + evetrP��l Co�'I� I op @ A Mr` EN, b l g,N s � 41 YV SANFORD BUILDING DEET. THESE P4ANE ARE REVIEWED ANIS CONDITIONALLY A X,1XPTV.0 fcOh PERMIT, A raERMI T' ISMArd 5HALL ME CONOTNURD TO Nit A LlCfCNfJg TO PROM= WITH THE WORK ANG) NOT AA A4J1'wi(;3RITY TO VIOLATE, CANCEL, AI,Tg 3, (M 09T Aflla)k ANY Ot" TH PNOVIOIK3NO f)(rTl`l6:tR',Q1j tit A6 GOMLM, Pdf'Jfj 011ALI: I t�UAtJub �7 p1=Fi�91' t r91 �1 Fi`F `t,=i OUILDINi tl8 sJF �rlrl� (i 19P 'Pi1€ P�-AN9r • €�€i ��k1ER Yi�3��; r18F1� �� ski€ X99€§ FLOOR SLAB ELEVATION MUST Bre R• ' WN OF 'a _s , . rye, ' a1FINISHED' Fl.c 0193 ELE V;,,',\T 10 NS Aust meet city Code's for finished door / stab elevations or provide elevations approved by city 0ngineering dept. for subdivision elevcltlons to prevent flooding -� Of SAS - �9D .. ... �,i:,+a'flww,GncvYsxmid.�'�as3'r::xctc:sw.:,csraFnbuncsovi�=s,+�w+,Yum.Ni,pww! , ACCESSIBILITY 0005 j MUST ME, S -T PLORDA ., M 3CKT� C 1 CKT PER FLR. (LTG) 2 CKT 1 CKT PER FLR. .r 1 CKT PER FLR. 1 CKT PER FLR. 1 CKT 1 CKT PER FLR. PER FLR. DBL QUEEN UNIT "A" PLAN_ 1/4" -1'•0» 1 CKT .r PER FLR. 2 CKT A TYPICAL UP TO ALL FLOORS ABOVE 2 CKT 1� 1 CKT PER FLR. 1 CKT 3 CKT PER F 3 CKT _DBL QUEEN UNIT "C" (AC 1/4" = T'-0" _R. I TYP, PROVIDE GFI C/13 ® PANEL a 3 CKT 1 CKT PER FLR. DBL OUEEN U 1/4" = 1*•0" 1 CKT FLR, (I TYPICAL CENTER OVER COUNTER 3 CKT »n" ! A I 1 CKT PER FLR. 13 _- 208/1 1) 1 CKT PER FLR. PER FLR. PER FLR. DBL OUEEN UNIT "D" 1/4" -- T- (UNITS 143 & 145 ONLY) e3 CKT TYPICAL UP TO ALL FLOORS ABOVE 3 CKT ..........................................................................................:.................... FLEX CONNECTION TO ELECTRICAL CONTROL BOX =1-1-1, IRECESSED 2 GANG BOX WITH MATCHING PLATE FOR KEY DISCONNECT SWITCH AND FLEX TO _^ HEAT. PUMP, TO BE LOCATED IN MANF.. SUPPLIED 4" HIGH BASE UNDER A/C UNIT. SUBASE ACCESS COVERS LUNDER SLAB SERVICE TYPICAL PTAC WIRING DETAIL NTS 1, FIELD VERIFY ELECTRICAL CONNECTION POINT WITH MECHANICAL CONTRACTOR- PRIOR TO ROUGH -IN. 2. CORDINATE OVERCURRENT NAMEPLATE RATING WITH SUPPLIER AND ADJUST DISCONECT C/B AND FEEDER CONDUIT AS REQUIRED PRIOR TO ORDERING EQUIPMENT. GENERAL SUITE NOTES: 1. REFER TO ARCHITECT ELEVATIONS AND DIMENSION PLANS FOR EXACT ROUGH -IN LOCATION, SHEET A--207 THRU A-214. 2. REFER TO FLOOR PLANS AND PANEL SCHEDULES FOR PANEL AND CIRCUIT DESIGNATIONS. 3. REFER TO LIGHTING FIXTURE SCHEDULE FOR SUITE FIXTURE SPECIFICATIONS, 4. REFER TO FLOOR PLAN & PANEL SCHEDULES, TYPICAL & DETAIL FOR HEAT PUMP INSTALLATION AND BRANCH CIRCUITING. 5. DEVICES SHALL BE ROUGH --IN SO A RISER TYPE BRANCH CIRCUITRY SYSTEM CAN BE UTILIZED. (FIELD VERIFY.) 6. ALL RECEPTACLES AND DEVICES SHALL BE MOUNTED 0 18" A.F.F. UNLESS NOTED OTHERWISE, 7. SINK GFCI RECEPTACLES SHALL BE MOUNTED Q 6" ABOVE COUNTER. 8. DEVICES PLATES SHALL BE COLOR IVORY, CORRDINATE EXACT COLOR WITH OWNER PRIOR TO SUBMITTING SHOP DRAWINGS AND ORDERING EQUIPMENT. 9. THE SMOKE DETECTORS OF ADJOINING SUITES SHALL BE INTERLOCKED TOGETHER. KEYED NOTES: Q PROVIDE DOORBELL PUSHBUTTON AT 48" (EDWARDS #147-10 PLATE) HORN AND STROBE 80"A.F.F. A.F.F. (EDWARDS #6536-175) AS PER ADA 9.3.1 TO SUITES DESIGNATED FOR THE HANDICAPPED. (VERIFY WITH OWNER/ARCH EXACT LOCATION OF HANDICAPPED SUITES PRIOR TO INSTALLATION.) O2 120V STAND-ALONE SMOKE DETECTOR/177 CANDELA STROBE W/ BATTERY BACK-UP 0 80" A.F.F. CONNECT TO LIGHTING CIRCUIT, GENTEX OR EQUAL. O FIRE ALARM SYSTEM MINI HORN IN STANDARD SUITES AND MINI HORN/177 CANDELA STROBE IN M.C. AND DEAF DESIGNATED SUITES 80" A.F.F. (VERIFY WITH OWNER/ARCHITECT EXACT LOCATION OF HANDICAPPED AND DEAF SUITES PRIOR TO INSTALLATION). ® PROVIDE 2 GANG, RECESSED BOX WITH COVER PLATE 12" BELOW CEILING FOR MOUNTING OFLV. TRAMSFORMER (EDWARDS #591 W/593 PLATE) CONNECT TO NEAREST 12OV. CIRCUIT HAVING SUFFICIENT CAPACITY. (VERIFY WITH OWNER/ARCHITECT EXACT LOCATION OF HANDICAPPED SUITES PRIOR TO INSTALLATION.) �5 TYPICAL T.V. RISER - MOUNT T.V. OUTLET 8" FROM RECEPTACLE. ® TYPICAL DESK RISER �7 TYPICAL KITCHENETTE RISER. ® TYPICAL BATHROOM 'RISER. TYPICAL LAMP RISER. 10 TYPICAL CONY. RECETACLE RISER 11 TYPICAL NIGHT `STAND RISER 12 NOT USED. 13 TYPICAL PTAC RISER -`(RECEPTACLE & SWITCH/DISCONNECT SUPPLIED WITH UNIT) 14 25" LONG WALL 'MTD."`FIXTURE TYPE "D10" S' BELOW, CEILING. REFER TO FIXTURE SCHEDULE:' 15 NOT USED. 16 RECESS MOUNTED DOWN LT TYPE "R2", REFER TO FIXTURE SCHEDULE, 17 RECESS MOUNTED DN LT WHIRLPOOL TYPE"D5". REFER TO FIXTURE SCHEDULE. 18 120V 42" LOW PROFILE MOUNT 3 SPEED 5 WHITE BLADES HUNTER FAN #23806/WHT-FAN ##22691/3-FAN/LIGHT CONTROL (3 SPEED). 19 NOT USED. © PROVIDE TIMER SWITCH TO CONTROL TOILET EXHAUST FAN. BRANCH CIRCUIT WIRING NOTES: 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL" CONDITIONS. 2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. 3. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. 4. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. 5, PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATELY SIZED INCREASE CONDUITS TO ACCOMADATE GROUND CONDUCTOR. 6, UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING INSTRUCTIONS): A. 1600 WATTS MAXIMUM PER 20A/1 P BRANCH CIRCUIT, UNLESS SHOWN OTHERWISE. B. 6 CONV. OUTLETS MAXIMUM PER 20A/1P BRANCH CIRCUIT. 7. OUTLETS MOUNTED 1N FIRE WALLS SHALL COMPLY WITH THE U.L. CATEGORY OF "OULET BOXES AND FITTINGS CLASSIFIED FOR FIRE RESISTANCE." PLANS RFVIFWD CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 ,W7.246.1688 0 Copyright -- All Ideas, designs, methods and plans indicated or represented by 'chis drawing are owned by and the property of Peninsula Engineering, Inc, and were created, evolved and developed for use on and in connection with the specified project. None of the Ideas, designs, JOB#I arrangements, methods or plans shall be used by or discloa d to any person, firm or 99034 corporation for any purpose whatsoever without the written permission Peninsula Engineering Inc. I . 2 CKT 1 CKT P' FLR. (LT x/ -A 3 CKT 1 CKT PER FLR. 1 CKT PER FLR. 1 CKT PER FLR. 1 1%VT 9OR /1 1 CKT1 11 CKT PER FLR. PER FLR, KING UNIT "A" PLAN 1/4" = 1900" 1 CKT DM M D 2 CKT 2 CKT KING UNIT "C" PLAN 1/4" =1'•0" ORD, 4TH & 5TH FLOOR ONLY) 2 CKT 1 CKT PER FLR. (#10'S) 1 CKT PER FLF 1 CKT PER FLR. 9OR /1 1 CKT 1 PER FLR. TYPICAL UP TO ALL FLOORS ABOVE 11 3 CKT .KT R FLR. 1 1 CKT PER FLR. 2 CKT 2 CKT 1 1 CKT PER FLR. KING UNIT "B" PLAN 1/4"=Te 1 CKT '� PER FLR. 208/1 3 CKT 2 CKT PER FLR. KING UNIT "D" WCQ PLAN 1/4" = Tv (15T FLOOR ONLY) TYPICAL UP TO ALL FLOORS ABOVE 2 CKT 14 3 CKT y� 1 CKT PER FLR. 1 CKT PER FLR. 1 CKT PER FLR. k, 1 CKT PER FLR. 1 CKT 1 1 1 CKT PER FLR, PER FLR. KING UNIT "E" PLAN 1/4" = 1%0" 3 CKT 3 CKT PIANS RF'V'IE CITY OF SANFORD PENINSULA ENGINEERING INC. _ CONSULTING ENGINEERS _ ESTABUSMD IN 11877 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 °r07.2,1988 0 Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering. Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the Ideas, daslgns, JOBS: arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written permission of P Insula Engineering, Inc. V/ I- kf-j -r r ry 1"a -L-1 rrvr'qL_ T.V. SERVICE ENTRANCE. SERVICE ENTRANCE. VERIFY VERIFY EXACT LOCATION LOCATION WITH LOCAL TELEPHONE WITH LOCAL CABLE CO. CO. PRIOR TO SUBMITTING BIDS COMMUNICATION TELEVISION RISER DIAGRAM N TS. RISER NOTES: 1. RISER DIAGRAM IS PARTIAL AND DOES NOT SHOW THE ENTIRE SYSTEM. REFER TO FLOOR PLANS FOR EXACT LOCATION AND QUANTITIES OF ALL DEVICES. 2. WIRING TO BE PROVIDED UNDER A SEPARATE CONTRACT BY SYSTEMS CONTRACTOR PER OWNER. 3. MINIUM SIZE CONDUIT SHALL BE 3/4" UNLESS NOTED. COORDINATE W/OWNERS SYSTEMS CONTRATOR, 4. PROVIDE PULL CORDS IN ALL EMPTY CONDUITS. 5, VERIFY WITH OWNER/SECURITY CONTRACTOR EXACT OF CCTV OUTLETS AND WHICH TMB CONDUITS SHALL BE RUN PRIOR TO INSTALLATION. 1" E.C. 1" E.C. 1" E.C. 1" E.C. 'PICAL SER .5 1" E.C. I I I I I-�— CIRCUIT BREAKER AT PANELBOARD -------- I _� i del - DISCONNECT SWITCH F-*— HVAC UNIT STARTER T T___T INTELLIGENT FIRE ALARM RELAY sm BY FIRE ALARM CONTRACTOR �_ J ACTIVATED BY ANY CORRIDOR SMOKE DETECTOR ON THE FLOOR OR FLOORS SERVED BY THIS AHU. MAXIMIUM I R 3' FROM DAMPER CONTROL RELAY. _ DAMPER CONTROL BY ELECTRICAL CONTRACTOR. NOTE: THE MECHANICAL CONTRACTOR SHALL INTERLOCK THEIR CONTROL WIRING TO THE RELAY TO SHUTDOWN HVAC EQUIPMENT PRIOR TO FIRE/SMOKE DAMPER CLOSING AND RE—START HAVC EQUIPMENT AFTER FIRE/SMOKE DAMPER IS OPEN. SHUTDOWN OF AIR HANDLING UNIT OR EXHAUST FAN FOR SERVING WILL CAUSE ASSOCIATED DAMPERS TO CLOSE, TIME DELAY RELAYS TO ACCOMPLISH THESE FUNCTIONS AND TO PREVENT DAMAGE TO THE HVAC SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. I 1--w—CONTROL TRANSFORMER IN N--1 ENCLOSURE BY DIV. 16 (40 TO 50VA PER EACH SMOKE DAMPER MOTOR) i I I I p 120V OR 24V _____ __ i TO AHU STARTER TO CONTROL VOLTAGE FROM AHU OPEN CONTACT TO SHUT DOWN AHU WHEN FIRE ALARM SYSTEM GOES INTO GENERAL ALARM OR WHEN SMOKE DETECTOR DETECTS SMOKE INTELLIGENT FIRE ALARM RELAY MAXIMIUM 3' FROM AHU START. BY FIRE ALARM CONTRACTOR. �- SMOKE DAMPER MOTOR(S) BY DIV. 15 NOTE: ALLL WIRING BY DIV, 16. IN 3/4" CONDUIT, EIRE/SMOKE DAMPERS WRING DIAGRAM NOT TO SCALE OF FIRE/SMOKE HDAMPERANICAL S) AN FOR EXACT LOCATION PIANS RMEWL"ib CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32603 4G-i,246.if;M p Copyright — All Ideas, designs, methods and plana indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc, and were created, evolved and ,developed for use on and in conduction with the specified project. None of the ideas, designs, JOBF arrangements, rnathods or plans shall be used by or disclosed to arperson, firm or 99034 corporation for any purpose whatsoever without -the written permission of Perrins I`` Engineering, Inc. e z Q O N N cL Lil o :D 7- 0 cr• �J Z "' 4 M N �C �,..� 0 WC) LIJ� n� _j 00 0 00 W w _ C) Z° ULd 00 CL Q V) L U. V) z Q LL_ U w 4 L- 6 - � ca SO rip m i_1-9 F wI,Wlz a a� aQ YLI.-'L21- IL LLJ � U oo0 zw� v Uw �a �[r -DQW- LL -21 - a _ n- w�UVZ�~iz WQ'coo;v i 0 ¢0 rygLd va Z L(rLW �dG LOUD o�U off¢ o vaafart/ F �F �u C�-w a�� �� �a_ w p-ZZUQ15U FLzoLCLzf wz u_ ¢Umz ca Eo_. WZE)G U � o U ( )) z z fie LLJ WON LD TAW 15-1 0 0 V) SHEET N0, REV. NO.: Vl E-2®6 EXISTING POWER POLE NORTH KN, SITE PLAN -ELECTRICAL 1' =20'•0" PLANS REVIEWED 11Y OF SANFORD PENINSULA ENGINEERING INC, CONSULTING ENGINEERS ESTABU D IN *77 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32903, 407.246.1688� Copyright — All Ideas, designs, methods and plans jndicukod or repre3onted by this drawing are owned by and the property of Peninsula Engineering, Inc. and ,were created, evolved and developed for use on and in connection with the spn'aified project. None of the ideas, dosign% JOB#. arrangements, methods or plans shoJl be used by or disclosed to any person, 'firm or 99034 corporation for any purpose whatsoever wl a ut the written perrnNsion of Peninsula Engineering, Inc, .. (4) 3/4" Ox24" GALVANIZED ANCHOR BOLTS WITH 3" HOOKS. (2) GALVANIZED -a-STEEL POLE L o WASHERS AND .(2) GALVANIZED NUTS PER . BOLT. O CHAMFER ALL EDGES OL -� w , z¢ 4 BARD j 0W' • I OPPER Z1 6 GRADE'i CD I CLEAR ! SL-$� 4. it '' CONDUIT SPLICE BOX r t C) :� ") BURNDY TYPE GA 8 f w GND CONNECTOR - ' W'' ``'' ° BARS (6 REQD) ® #3 TIES - 12-O.C. 3" CLEAR 4 ti4 r p STD. 10 FT. COPPER (TYPICAL) U WELD GND ROD o l _I W 2#-OtlN fr ._ Ld G � I ryIL Q SOAURE STRAIGHT STEEL POLE f! .I DETAIL FOR TYPE 716" AND 714" Lei NO SCALE 1 L1.. /-+ PLAN NOTES: (D I 1 K 5 FT. TACE r- AL " Z19") (TYPIAL jfYP 1. UTILITY COMPANY, PAD MOUNTED TRANSFORMER, PAD BY GENRAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL CORDINATE EXACT J LOCATION OF UTILITY COMPANY TRANSFORMER PRIOR TO SUBMITTING .�1 BIDS WITH LOCAL UTILITIY COMPANY. 1 4TO CABLE T,V. SERVICE POINT. COORDINATE WITH LOCAL COMPANIES. �1) 2) 4" EMPTY CONDUITS TO TELEPHONE COMPANY PEDESTAL AND f 1, j Cie 3, 1" CONDUIT STUB -OUT FROM LIGHTING CONTACTS FOR FUTURE LANDSCAPE tl � J LIGHTING. CAP AND LABEL CONDUIT "LANDSCAPE LIGHTING" ;� (FIELD VERIFY EXACT LOCATION WITH OWNER.) it lI 1 4., -RUN VIA;:,LIGHTING CONTACTS REFER TO EXTERIOR LIGHTING CONTROL DIAGRAM E-100. ! ' !1' D_ 5. ELECTRICAL CONTRACTOR SHALL •FIELD ADJUST FIXTURES TO ILLUMINATE POOL DECK. 6. APPROXIMATE LOCATION OF MAIN ELECTRCIAL ROOM. /J It r I' 7. ELECTRICAL CONTRACTOR SHALL PROVIDE NEMA 3R 20A -1P DISCONNECT FOR I/ I MONUMENT SIGN. VERIFY EXACT LOCATION WITH OWNER AND GENERAL CONTRACTOR PRIOR TO INSTALLATION, -. 8, PROVIDE FIRE A! ARM CONNECTION FOR BACK FLOW PREVENTOR COORDINATE = .1 WITH FIRE PROTECTION CONTRACTOR, UWj� C z n zo z�Nz za a�cair f-� It It ,.? �,t• SITE PLAN GENERAL, NOTES: !� oZr—c�ov7ioa U_ FL W 1 Z wzo� r 1. WP JUNCTION BOXES AND 20A WP DISCONNECTING MEANS (BELOW ; GRADE) FOR FUTURE "SIGNAGE", (ENTER, WELCOME, EXIT, ETC.). VERIFY EXACT LOCATION WITH OWNER AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. L0 2. ELECTRICAL CONTRACTOR SHALL PROVIDE #6'S —1 1/2" C. FOR 20-2P CIRCUITS ' w' It AND ADJUST FEEDERS AND CONDUITS TO ALLOW FOR VOLTAGE DROP, CL 3. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SITE FIXTURES w WITH LANDSCAPE CONTRACTOR AND OWNER/ARCHITECT PRIOR TO ORDERING AND rl ; INSTALLING FIXTURES. . NOTE: LIGHT FIXTURES SHALL HAVE PRECEDENCE OVER LANDSCAPING IN ORDER / TO PROVIDE SUFFICIENT LIGHT LEVELS, AS REQUIRED BY CODES. ! 1 SHEET' NO. REV, NO.: Q r r E-001, 4. PROVIDE CONDUIT AND WIRING TO SITE BACKFLOW TAMPER SWITCH, FIELD VERIFY W/SITE UTILITIES, CONNECT TO FIRE ALARM SYSTEM. I I FIELD COORDINA-nON NOTES / 1. PROVIDE GALVANIZED RIGID CONDUIT WITHIN GAS COMPANY RIGHT OF WAY. NO PVC ALLOWED. 2. FIELD COORDINATE FOR EXACT LOCATIONS OF TELEPHONE AND CABLE TV f POINT OF SERVICE, 3, ELECTRICAL CONTRACTOR SHALL CONNECT OWNER FURNISHED SIGN AND ' CONNECT TO TIME CLOCK "T2". VERIFY WITH OWNER AND GENERAL CONTRACTOR. r 1 4. EXISTING OVERHEAD UTILITY CO. SERVICE TO EXISTING SITE SHALL BE REMOVE. COORDINATE REMOVAL OF EXISTING SERVICE WITH UTILITY COMPANY. /it ff NORTH KN, SITE PLAN -ELECTRICAL 1' =20'•0" PLANS REVIEWED 11Y OF SANFORD PENINSULA ENGINEERING INC, CONSULTING ENGINEERS ESTABU D IN *77 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32903, 407.246.1688� Copyright — All Ideas, designs, methods and plans jndicukod or repre3onted by this drawing are owned by and the property of Peninsula Engineering, Inc. and ,were created, evolved and developed for use on and in connection with the spn'aified project. None of the ideas, dosign% JOB#. arrangements, methods or plans shoJl be used by or disclosed to any person, 'firm or 99034 corporation for any purpose whatsoever wl a ut the written perrnNsion of Peninsula Engineering, Inc, .. L o O I I OL -� w n O z¢ 0W' • U cy) (0 N I � N N 4z 9 C) :� O Q u U_ w QW W oW - ' W'' ``'' ° �CD ® o F' p U _I W Q ._ Ld G ryIL Q �Q 00 Lei L1.. /-+ �sr U. Cie 0 Ld W a !1' D_ In a�Q �F'pgta-W_ s n � o �•- in < , WOP LWd i�0-E Z)Qw O<% UWj� C z n zo z�Nz za a�cair F<- 1y_L=ffiRb1 4, XLL f oZr—c�ov7ioa U_ FL W Z wzo� Xoo atp i70 ; �I 6� � t L0 ' CL UjLu w t,� w SHEET' NO. REV, NO.: Q E-001, LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LOCATION MANUF. CATALOG NO. MOUNTING LAMPS VOLTAGE NOTES D1 WALL MOUNT STAIR LIGHTOLIER LSW240--W240—SO WALL (2) F032T8/3000K 120 Q D2 171N. DIA. EXT. SCONCE POOL AREA LIGHTOLIER ARCO -4533 HI WH WALL (2) F26QUAD/2700K 120 CAPPED CONDUIT = WET LOC.—CAST ALUM. ,SZ V. SZ, (HOT REQUIRED) $3 3 -WAY SWITCH © PHOTOCELL ® D3 FL, WALL, STAIRS LIGHTOLIER 6731 WALL 2—TT9W 120 4 -WAY S'MTCH D4 DOWN LIGHT MEETING ROOM LIGHTOLIER CEILING FAN, SEE FIXTURE SCHEDULE RECESS (1) A-19 INC 120 1 D10 DEC. FL. WALL MOUNT GUEST SINK & TOILETS SCOTT LAMP 3748-25—EL—CR WALL (2) 18W T8 120 1 D26 CEILING MOUNT GUEST BATH LIGHTS OFAMERICA 4010C CEILING T8'S 120 1 D27 WALL SCONCE CORRIDOR SCOTT 3313-5005 WALL 2—PL9 2700 KEL 120 1 ® TELEPHONE OUTLET BOX, 3/4" EMPTY CONDUIT TO HAVE GROUND WIRE WHETHER SHOWN OR NOT. CD11-2441Wi E81 BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR TO ABOVE ACCESSIBLE CEILING SPACE NOT F1 6' BOX LOUVER POOL ROOM WALL LIGHTOLIER INDICATES WALL MOUNTED WALL 2 LAMP 120 USED F5 2X4 LAYIN .125" LENS WORK ROOM LAUNDRY LIGHTOLIER XT2014340-03 (FM1100—PER PLANS) RECESSED GRID (3)F032T8/3000K 120 1 SPECIFIED NUMBER OF LAMPS TO EMERGENCY BATTERY DPA2G18LLP34O— ® PACK AND UNSWITCHED LEG, OR ENTIRE FIXTURE ON $MP MOMENTARY 3 POSITION. SWITCH, CENTER OFF F6 2X4 PARABOLIC MEETING ROOM LIGHTOLIER 120-03 RECESSED 3-1.6 T8 LAMPS TO ABOVE ACCESSIBLE CEILING SPACE 1 I I $P SWITCH WITH PILOT LIGHT SW240 I IF WALL FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE ; F7 4 FOOT STRIP NTH WIRE GUARD STORAGE MECHANICAL ROOM LIGHTOLIER CSSp/AWG3-- SURFACE (2) F032T8/3000K 120 1.5 F8 1X4 RECESSED FLANGED— PREP AREA LIGHTOLIER XT1FV1- 240—S0 RECESSED (2) F032T8/3000K 120 1 ® .125" LENS WALL FLUORESCENT STRIP FIXTURE. SEE FIXTURE DRYWALL ��T SITE LIGHTING (CKT 8) F9 4 FT, UNDER SHELF UNDER CABINETS LIGHTOLIER TCU 40W—SO SURFACE (1) F032T8/3000K 120 (TYPICAL FOR ALL RECEPTACLES) F11 SURFACE OFFICE AND WORK AREA LIGHTOLIER SXT2SVA 240-120—SO SURFACE 2 LAMP 120 USED NOT P1 DECORATIVE INDIRECT LOBBY—DINING—MEETING ROOM OCL CL818-7—J-4DP1 PENDANT (2) 10OA19—IF 120 1 R2 FL.. DOWN LT. 2 LT. CORRIDOR/GUEST/LOBBY LIGHTOLIER 110OF26T1 /1145 RECESSED MOUNT (1) 26 TRIPLE TUBE 120 1 R3 REC. FL. DOWN LENS POOL ROOM CEILING LIGHTOLIER 1100F26T1 /1128 RECESSED MOUNT (1) 26 TRIPLE TUBE 120 NOT USED R5 RECESSED FRONT CANOPY LIGHTOLIER 1102P1/1112 RECESSED 150 WATT, PAR 38 120 1 R9 INC. DOWN, RECESSED KITCHENETTE FOR SUITES LIGHTOLIER 1002P1/1012 RECESSED 75 WATT PAR 30 120 NOT USED WALL T1 VAPOR TIGHT/GUARD ELEVATOR PIT EXCELINE R W1L 001INCGGC PUNT 100W A-19 120 X1 UNIVERSAL EXIT LIGHTALARM U--GREW—R—W UNIVERSAL 2 WATTS 120 2,3,4 X3 EMERGENCY EGRESS PATH LIGHTALARM IC -2 WALL FURNISHED 120 2 Z14 30' POLE SITE LYTEPOLES 101=5011-30 GROUND NON MAR POLE Z16 PREIUM CUT—OFF PREIUM CUTT OFF SITE WIDE—LITE EALM1000/4V/VOLT/S/DB/X3 MOUNT1000 WATT TYPE III 208 FLOOD #L.9175H-VF-208/TA21—H POLE Z17 POOL FLOOD LIGHTS POOL DECK BRONZELITE 25 POLE: 405-8015-25—DB-T2 MOUNT 2 (175, MH) 208 Z18 BUILDING ACCENT LIGHTING CANOPY ROOF EXCELINE #VRA175MAL-6/Y W/SURFACE SURFACE M175/U/MED—ED17 208 6 VRA ACCENT SPOT LIGHT MOUNTING YOKE — #VMAY175MAL-6 YOKE MTD. Z19 BUILDING ACCENT LIGHTING BUILDING PERIMETER WDELITE hEFXM-400—AV-208—HM/ GROUND MH400/U/Eb28 208 6 FLOOD LIGHT NEMA 5X7 BEAM SK-40—DB/SM18D8 MOUNTING Z20 BUILDING ACCENT LIGHTING SPOT LIGHT W/ 4 BEAM BUILDING PERIMETER WIDELITE #EFXM-250—E-•208—HM/ SK-40--DB/SM18DB GROUND MOUNTING MH400/U 208 6 P2 DECORATIVE TYPICAL FLR. CORRIDOR OCL #CLF—I8—A—J-28A-1 SURFACE (2) 13W PL 120 1 SURFACE CLG. D5 RECESSED DOWN LIGHT WHIRLPOOL LIGHTOLIER #1126/1102P1 RECESSED (1) 10OW A-19 120 1 LIGHTING FIXTURE NOTES 1. EXACT LOCATION PER ARCHITECTS RCP DETAIL'S AND ELEVATIONS 2, WIRE AHEAD OF SWITCH CONTROL TO LOCAL CIRCUIT. 3. ARROWS, FACE & MOUNTING PER DRAWINGS. 4. FIXTURE SHALL BE UNIVERSAL MOUNTED 5. INSTALL FIXTURE TO AVOID MECHANICAL EQUIPMENT WHILE MAINTAINING AN EVEN LEVEL OF LIGHTING DISTRIBUTION 6. CONTRACTOR SHALL FIELD ALIGN FLOOD LIGHTS TO ACCENT EXTERIOR OF BLDG, WHILE MAINTAINING AN EVEN LEVEL OF ILLUMINATION. GENERAL LIGHTING NOTE ELECTRICAL CONTRACTOR SHALL CONTACT OWNER AND VERIFY MARRIOTT FIXTURE SPECIFICATIONS PRIOR TO ORDERING FIXTURES. ELECTRICAL SYMBOL LEGEND (NOT ALL SYMBOLS USED ON THIS PROJECT) Q 2'x4' FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE PREWIRED MODULAR PARTITION POWER CONNECTION DUPLEX RECEPTACLE Q PUSHBUTTON STATION AT 48" A.F,F, "A" INDICATES FIXTURE TYPE (UPPER CASE) $ SINGLE POLE, SINGLE THROW SWITCH Q CEILING MOUNTED SPEAKER NL A 2c "2" INDICATES CIRCUIT NUMBER (UPPER CASE) "c" INDICATES SWITCHING CASE) $2 DOUBLE POLE, SINGLE THROW SWITCH T] CONTROL OR LOW VOLTAGE TRANSFORMER Q (LOWER EXIT/EMERGENCY LIGHT FIXTURE, SEE FIXTURE OR AS CALLED OUT 1- GROUND "NL" INDICATES UNSWITCHED NIGHT LIGHT y CAPPED CONDUIT = TIMECLOCK ,SZ V. SZ, (HOT REQUIRED) $3 3 -WAY SWITCH © PHOTOCELL ® (TYPICAL FOR ALL FIXTURES) Q 6 CEILING EMERGENCY BATTERY PACK FIXTURE. SEE 120/208V PANELBOARD 0-0 SITE LIGHTING FIXTURE. SEE FIXTURE SCHEDULE $4 4 -WAY S'MTCH FATC MOTOR ® F 2'x4' FLUORESCENT EMERGENCY FIXTURE. CONNECT CEILING FAN, SEE FIXTURE SCHEDULE Q -I ® 277/480V PANELBOARD LA SPECIFIED NUMBER OF LAMPS TO EMERGENCY BATTERY 0 DIMMER SWITCH, "LV" INDICATES LOW VOLTAGE Qq CLOCK OUTLET LB PACK AND UNSWITCHED LEG, OR ENTIRE FIXTURE ON NAMEPLATE. LIGHTOLIER ON SET TYPE #OH600-W/OH1000-W I1 SYSTEMS PANEL QC EMERGENCY GENERATOR CIRCUIT. SEE FIXTURE SCHEDULE ® /OH1500-W/OH2O00-W Elumm ELECTRIC DUCT HEATER THERMOSTAT, 1/2" EMPTY CONDUIT TO ABOVE on STROBE LIGHT; WALL, CEILING MOUNTED PHOTOCELL -YORK #2101 -----� MOUNT ON ROOF FACING SLASH WITH SOLID CIRCLE IS GROUND. 2 #12, 1 #12, ® FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE $W' WEATHERPROOF SWITCH ® TELEPHONE OUTLET BOX, 3/4" EMPTY CONDUIT TO HAVE GROUND WIRE WHETHER SHOWN OR NOT. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR TO ABOVE ACCESSIBLE CEILING SPACE 2'x2' FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE $M MOTOR RATED SWITCH Q"W" INDICATES WALL MOUNTED CONDUIT SEAL AT ROOF B "P" INDICATES PAY PHONE 2'x2' FLUORESCENT EMERGENCY FIXTURE. CONNECT $K KEY LOCKABLE SWITCH PENETRATION. "C" INDICATES 6" ABOVE COUNTERTOP SPECIFIED NUMBER OF LAMPS TO EMERGENCY BATTERY W ® PACK AND UNSWITCHED LEG, OR ENTIRE FIXTURE ON $MP MOMENTARY 3 POSITION. SWITCH, CENTER OFF 0 COMPUTER OUTLET BOX, 3/4" EMPTY CONDUIT EMERGENCY GENERATOR CIRCUIT. SEE FIXTURE SCHEUDLE —.------------------------------_._._ --- -.----_--...----------I TO ABOVE ACCESSIBLE CEILING SPACE I I $P SWITCH WITH PILOT LIGHT I IF WALL FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE ; I TELEPONE/DATA OUTLET BOX, 1" EMPTY CONDUIT SIMPLEX RECEPTACLE V TO ABOVE ACCESSIBLE CEILING SPACE -+ FLUORESCENT STRIP FIXTURE. SEE FIXTURE SCHEDULE I "G" INDICATES GROUND FAULT IF (� "IG" INDICATES ISOLATED GROUND ® FLOOR MOUNTED TELEPHONE/DATA OUTLET WALL FLUORESCENT STRIP FIXTURE. SEE FIXTURE "WP" INDICATES WEATHERPROOF ��T SITE LIGHTING (CKT 8) SCHEDULE "C" ,INDICATES CEILING MOUNTED ® FLOOR MOUNTED POWER/COMMUNICATION OUTLET - PANEL SL (TYPICAL FOR ALL RECEPTACLES) WALKERBOX #880CS2-1 /827C/828R - WITH DEVICES LIGHT FIXTURE, SURFACE, RECESSED OR PENDANT Q (BOLLARD WHEN USED ON SITE PLAN) PREWIRED MODULAR PARTITION POWER CONNECTION DUPLEX RECEPTACLE Q PUSHBUTTON STATION AT 48" A.F,F, SEE FIXTURE SCHEDULE K , ARROW INDICATES EGRESS DIRECTION. SEE FIXTURE rte. ELECTRICAL FINAL CONNECTION DUCT DETECTOR O DUPLEX RECEPTACLE AT 6" ABOVE BACKSPLASH Q SHUNT TRIP Q WALL MOUNTED FIXTURE. SEE FIXTURE SCHEDULE EXIT/EMERGENCY LIGHT FIXTURE, SEE FIXTURE OR AS CALLED OUT 1- GROUND SCHEDULE y CAPPED CONDUIT = TIMECLOCK ,SZ V. SZ, TRACK LIGHTING FIXTURE. SEE FIXTURE SCHEDULETC CONDUIT TO BE CONTINUED QUADPLE;( RECEPTACLE GROUND WELL WITH 30' GROUND ROD SCHEDULE - 6" BELOW CEILING ® STARTER OR CONTACTOR Q FIRE ALARM PULL STATION CEILING EMERGENCY BATTERY PACK FIXTURE. SEE 120/208V PANELBOARD 0-0 SITE LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FIRE ALARM AUDIBLE/VISUAL DEVICE DUPLEX RECEPTACLE WITH TOP OUTLET SWITCHED FATC COMBINATION STARTER /DISCONNECT ® F FIREMANS PHONE CEILING FAN, SEE FIXTURE SCHEDULE Q -I ® 277/480V PANELBOARD 0 THEATRICAL LIGHT FIXTURE. SEE FIXTURE SCHEDULE ® SPECIAL PURPOSE RECEPTACLE. SEE PLAN Qq MINI HORN LB LOCK BOX NAMEPLATE. DIMMER SYSTEM CABINET I1 SYSTEMS PANEL QC GROUND MOUNTED LIGHT FIXTURE. SEE FIXTURE ® FLOOR MOUNTED RECEPTACLE TTB OR IN WALL, SLASH MARKS INDICATE NUMBER OF v 1► 1 SCHEDULE Q PREWIRED MODULAR PARTITION POWER CONNECTION SINGLE STATION SMOKE DETECTOR, 177cd, GENTEX TELEPHONE TERMINAL BOARD (TTS) EXIT LIGHT FIXTURE, SHADED AREA INDICATES FACE. SYSTEM SMOKE DETECTOR K METER ARROW INDICATES EGRESS DIRECTION. SEE FIXTURE rte. ELECTRICAL FINAL CONNECTION DUCT DETECTOR O SCHEDULE D TELEPHONE/DATA/POWER POLE TV TELEVISION OUTLET EXIT/EMERGENCY LIGHT FIXTURE, SEE FIXTURE VOLUME CONTROL OUTLET BOX, 3/4" EMPTY CONDUIT 1- GROUND SCHEDULE y CAPPED CONDUIT = BELL (GONG), FIRE PROTECTION RISER EMERGENCY BATTERY PACK FIXTURE. SEE FIXTURE ^' CONDUIT TO BE CONTINUED VALVE WITH TAMPER DETECTOR/SWITCH GROUND WELL WITH 30' GROUND ROD SCHEDULE - 6" BELOW CEILING ® STARTER OR CONTACTOR Q FIRE ALARM PULL STATION CEILING EMERGENCY BATTERY PACK FIXTURE. SEE FIRE ALARM CONTROL PANEL FAAP 04 FIRE ALARM AUDIBLE/VISUAL DEVICE FIXTURE SCHEDULE FATC COMBINATION STARTER /DISCONNECT ® F FIREMANS PHONE CEILING FAN, SEE FIXTURE SCHEDULE Q -I DISCONNECT SWITCH - "F" INDICATES FUSE Qa FIRE ALARM AUDIBLE DEVICE LOCATION WITH ELEVATOR MANUFACTURER PRIOR TO DISCONNECT SW. FUSE PER EQUIPMENT - Qq MINI HORN LB LOCK BOX NAMEPLATE. DIMMER SYSTEM CABINET S DIMMER SYSTEM CONTROL STATION QC JUNCTION BOX, "C" INDICATES CEILING MOUNTED OF FIRE ALARM AUDIBLE DEVICE, CEILING MOUNTED OR IN WALL, SLASH MARKS INDICATE NUMBER OF THERMOSTAT, 1/2" EMPTY CONDUIT TO ABOVE on STROBE LIGHT; WALL, CEILING MOUNTED PHOTOCELL -YORK #2101 -----� MOUNT ON ROOF FACING SLASH WITH SOLID CIRCLE IS GROUND. 2 #12, 1 #12, ® ACCESSIBLE CEILING SPACE, COORDINATE ® AHU/EXHAUST FAN SHUTDOWN RELAY QUANTITY OF HOMERUNS TO PANELBOARD. ALL CIRCUITS TO HAVE GROUND WIRE WHETHER SHOWN OR NOT. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR LOCATION WITH DIVISION 15 BRANCH CIRCUIT EXPOSED NORTH. PROVIDE CONDUIT SEAL AT ROOF B R GENERAL PURPOSE BELL AT T-6" A.F.F./A.F.G., PENETRATION. EDWARDS #156G-3AM-6VDC W F--- —.------------------------------_._._ --- -.----_--...----------I I I I IF ]-- POOL FLOODS (CKT 4) I I I IF �- SITE LIGHTING (CKT 5) I I IF I ��T SITE LIGHTING (CKT 8) PANEL SL BLDG. ACCENT (CKT 20) I IF BLDG. ACCENT (CKT 24) BLDG. ACCENT (CKT 28) 120V N 12 POLE MECHANICALLY HELD COIL. SQUARE "D" 8903/#LXG-1200-VO2 W/120V LIGHTING CONTACTOR. F F F "TC" PHOTO -INITIATED TIME CLOCK. TORK #T930L PANEL SL (POPO) LC -1 BLDG. SIGNAGE (CKT '12) - BLDG. SIGNAGE (CKT '14) - MONUMENT SIGN (CKT 9) - CANOPY SIGN (CKT 11) PANEL _ I i 1- CANOPY DN LTS (CKT' 1,3) SL - I EXTERIOR LTS (CKT 2) (LC -3 I 10 POLE MECHANICALLY HELD COIL. (POPO) SQUARE "D" 8903/#LXG-1000-VO2 W/120V LIGHTING CONTACTOR. MAIN ELECTRCIAL ROOM L----------------------------.--_.------ - NOTES: 1. "TOTO" DENOTES "TIME ON = TIME OFF". 2. "POTO" DENOTES "PHOTO ON -TIME OFF". "POPO" DENOTES "PHOTO ON - PHOTO OFF". 3. PROVIDE ENGRAVED LAMINATED NAMEPLATES FOR EACH DEVICE. 4. MOUNT CONTACTORS & TIMECLOCK IN INDIVIDUAL SURFACE MOUNTED ENCLOSURE, EXTERIOR LIGHTING CONTROL DIAGRAM NOT TO SCALE 8 POLE MECHANICALLY HELD COIL. SQUARE "D" 8903/#LXG--800--V02 W/120V LIGHTING CONTACTOR. STUB -OUT 1"C. FOR LANDSCAPE LIGHTING COORDINATE EXACT LOCATION WITH OWNER AND LANDSCAPE. "EXLCC" EXTERIOR LIGHTING CONTROL CABINET �R REMOTE TEST STATION FOR DUCT DETECTOR O SINGLE STATION SMOKE DETECTOR, 177cd, GENTEX 7109CS-W OR EQUAL SYSTEM SMOKE DETECTOR HBT SMOKE DETECTION BEAM TRANSMITTER ®BR SMOKE DETECTION BEAM RECEIVER DUCT DETECTOR O HEAT DETECTOR SINGLE REMOTE SMOKE DETECTOR/ALARM INDICATING LIGHT, TEST STATION; WALL, CEILING MOUNTED a VOLUME CONTROL OUTLET BOX, 3/4" EMPTY CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE F/SD 120VAC OR 24V DC FIRE/SMOKE DAMPER, CONNECT y TO FIRE ALARM AS NECESSARY S:� BELL (GONG), FIRE PROTECTION RISER i LOSS OF PRESSURE SWITCH p� VALVE WITH TAMPER DETECTOR/SWITCH Q LOSS OF POWER SWITCH FS FLOW SWITCH TS TAMPER SWITCH F_AC P FIRE ALARM CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL; FOR VOICE EVAC INCLUDE COMMAND STATION MICROPHONE FATC FIRE ALARM TERMINAL CABINET ® F FIREMANS PHONE "DO NOT USE ELEVATOR" LIGHT - LOCATE ADJACENT TO ELEVATOR CALL BUTTONS, COORDINATE CALL BUTTON LOCATION WITH ELEVATOR MANUFACTURER PRIOR TO INSTALLATION. FBI MAGNETIC DOOR HOLDER LB LOCK BOX D C DIMMER SYSTEM CABINET S DIMMER SYSTEM CONTROL STATION 01 DIMMER SYSTEM ENTRY/REMOTE STATION BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL, SLASH MARKS INDICATE NUMBER OF CONDUCTORS. SHORT SLASH IS HOT, LONGER SLASH IS NEUTRAL, SLASH WITH FLAG IS ISOLATED GROUND, SLASH WITH SOLID CIRCLE IS GROUND. 2 #12, 1 #12, 3/4" CONDUIT MINIMUM (UNLESS OTHERWISE NOTED OR MARKED). QUANTITY OF ARROWS INDICATES QUANTITY OF HOMERUNS TO PANELBOARD. ALL CIRCUITS TO HAVE GROUND WIRE WHETHER SHOWN OR NOT. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND BRANCH CIRCUIT EXPOSED PLANS REVIEWED CITY OF SANFORD SYMBOL LEGEND NO S: 1. AN OUTLET BOX OF THE APPROPRIATE SIZE AND TYPE SHALL BE PROVIDED FOR ALL LIGHTING FIXTURES, SWITCHES, RECEPTACLES, ETC. 2. MOUNT RECEPTACLES AT 15" A.F.F., WALL SWITCHES AT 48" A.F.F. AND SHUNT TRIP AT 48" A.F.F. (UNLESS OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS). 3, ALL SWITCHES AND RECEPTACLES SHALL BE A 20A MINIMUM UNLESS OTHERWISE NOTED, 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT MOUNTING OF RECEPTACLES SERVING ELECTRIC WATER COOLERS TO INSURE THAT THE POWER CORD IS FULLY CONCEALED. 5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT MOUNTING AND INSTALLATION REQUIREMENTS FOR PAY TELEPHONE OUTLET. 6. ELECTRICAL AND FIRE ALARM CONTRACTORS TO COORDINATE JUNCTION BOX INSTALLATIONS AND DEPTHS WHEN BLOCK WALL OR TILT -UP PANELS ARE USED FOR ALL DEVICES, LIGHTS, ETC. FIRE ALARM NOTES: 1. MOUNT AUDIBLE/VISUAL DEVICES AT 80" A,F.F. (OR 6" BELOW CEILING, WHICHEVER IS LOWER) TO BOTTOM OF LENSE OR PER NEPA 72 6-4.4,3.2 IN SLEEPING AREAS UNLESS OTHERWISE NOTED. 2. PROVIDE MINIMUM 75 CANDELA, 82 DECIBEL, ADA COMPLIANT AUDIBLE/VISUAL DEVICE UNLESS OTHERWISE NOTED. WHEN REQUIRED, PROVIDE MINIMUM 110cd IN SLEEPING AREAS MOUNTED 24" BELOW CEILING TO TOP OF LENSE. 3. COORDINATE THAT ALL SMOKE DETECTORS TO BE MINIMUM 3'-0" FROM HVAC GRILLES PRIOR TO ROUGH -IN (DRAWINGS SHOW GENERAL LOCATION ONLY). 4. MOUNT FIRE ALARM PULL STATION SO ACTIVATING DEVICE IS AT A MAXIMUM 48" A.F.F. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSMD IN 11877 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 P Copyright — All Ideas, designs, methods and plans indlcaivd or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified projsct., None of the ideas, designs, JOB}: arrangements, methods or plans shall be usedcar disclosEal to any person, firm or 99034 corporation for any purpose whatsoever without the writt ,okermission of,Peninsyla Engineering, Inc. 0 r� A L O C0 Z — II z x z N n M N .y r cX a P o ... o W C0 W 0 R ®Lija _j _j U W Ljj w8 _ Q U00 C, Q Q L.LJ I„, Q �.J Lam. CJS OU .j AC .j°a O x A z >- LA Z 1a I_ 04 O CL V _ U a Hic000, �n�ozrm carw��r-in� �q XaT az LLDC)a� (5 8 8Q � � Dgaw,Q-Uwo CL LMDQUZQ,,- 00z�aVv,� v, 2 LitV) z¢o�W¢a o QgaaQC r za 65 QL pa.o l!ms�,y� \ 2W O V)zW 1�AlJ o� apo Nna ®Z0Wn->'Z�Er Z 0.. d U a wZ Uz FU How <W0 r� V LLJ m W IU 01 0 c LL. Ld SHEET N0, REV. NO.: E -1a® 1. |PLAN NOTES 0 ,Y..TH. ~OWNER. OUTLET BOX FOR ELEVATOR WARNING LIGHT 0 48' A.F.F. LIGHT SHALL BE LOCATED 11. TYPICAL FOR 2 ELEVATOR CONTROLLER WITH STARTERS BY ELEVATOR MANUFACTURER. 1 ADJACENT TO ELEVATOR CALL BUTTONS, COORDINATE CALL BUTTON LOCATIONVNTH COORDINATE EXACT ROUGH -|N LOCATION OF TEL F.A. AND CAB POWER. PRIOR TO ' ELEVATOR MANUFACTURER PRIOR TO ROUGH -IN. INSTALLATION. J.B.ABOVE ACCESSIBLE CEILING SPACE FOR DOOR ACCESS SYSTEM. VERIFY EXACT 12. 4' ^ ° PLYWOOD BACKBOARD ON 2 WALLS FOR PBX EQUIPMENT. PROVIDE DOUBLE 2 -'A�0N �/��NER3 SYSTEM SUPPLIER �/4" E� TO J.B. uu� -,- / . . _ _ DUPLEX ISOLATED GROUND RECEPTACLE 0>48" A.F.F. (REFER TO COMMUNICATION RISER , ' DIAGRAM). /2'\ ' ' DEEP PLYWOOD BACKBOARD FOR COMMUNICATIONS EQUIPMENT. PROVIDE3. '° DOUBLE DUPLEX ISOLATED GROUND RECEPTACLES 048"A.F.F. ON EACH BOARD. 13. 100/2 25OV-F-DISCONNECT SWITCH ON UNIT FUSE PER EQUIPMENT NAMEPLATE. (2) 4" EMPTY CONDUIT FOR TELEPHONE AND CABLE SERVICE. COORDINATE EXACT TERMINATE 14. 120CONTROL FOR GAS FIRED WATER HEATERS 1 &c2 20A_1P DISCONNECTING 4. POINT WITH LOCAL TELEPHONE AND CABLE COMPANY PRIOR TO SUBMITTING BIDS. MEANS. VERIFY ROUGH -IN LuCa|mm WITH rLomu|mG Cum/n*C|un rmww TO |nu/au-*//um MOUNT DEVICES IN SIDE CASEWORK 0) 12" A.F.F. PROVIDE MOLE IN COUNTER TOP TO ALLOW 15' PROVIDE J.B. @>l2' AFF FOR EXTENSION TO UNDER COUNTER LIGHTS IN RECEPTION DESK.- 5 PLUG-IN OF COORDINATE WITH ARCH. AND MILLWORK CONTRACTOR. �PR�NU� (J\ 4' UGHT�UER TASKMASTER \ ' CONNECT TO NEAREST 12OVRECEPTACLE CIRCUIT. VERIFY WITH MILLWORK CONTRACTOR.- CONTROL CIRCUIT FOR AUTOMATIC DOOR. COORDINATE EXACT ROUGH -IN LOCATION WITH 0. DOOR SUPPLIER PRIOR TO ROUGH -IN. - RECEPTACLE 8^ ABOVE COUNTER FOR COFFEE MAKER NEMA 14-30R. VERIFY EXACT ELECTRICAL 7. SPECIFICATION WITH OMER PRIOR TO SUBMITTING BIDS AND ADJUST RECEPTACLE. FEEDER CONDUIT AND CIRCUIT BREAKER ACCORDINGLY. MOUNT CCTV OUTLET B^ BELOW CEILING. COORDINATE EXACT LOCATION AND QUANTITY OF 8 3/4" E.C. TO NEAREST A/VROOM ON 5TH FLOOR. (VERIFY EXACT R~0.~UG.H.-~|,N 1ncunnw omTw OWNER PRIOR TO INSTALLATION.) 00 AC. L|FT RECEPTACLE 18" A.F.F. ABOVE COUNTER FOR HEAT PUMP REP/IRS NEMA 6-20R 9. VERIFY EXACT L0CA11ON WITH UMER PRIOR TO INSTALLATION. TYPICAL FOR 2: 300/3 -250V -F FUSED DISCONNECT 3VNTCM 048~ A.F.F. FOR ELEVATOR 10. EQUIPMENT. VERIFY EXACT ROUGH -IN LOCATION AND EXACT ELECTRICAL SPECIFICATION WITH OWNER & ELEVATOR MANUFACTURER PM|0M TO SVBW|||UmG BIDS uc *uouu| Com|woLS, - FEEDER, CONDUIT 8c CIRCUIT BREAKER ACCORDINGLY. (REFER TO SWITCHBOARD SCHEDULE MSB). �EC;K, 16'.'- ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, WRING, DISCONNECIS &LLEC|RICAL SERVICE FOR FIRE PUMP EQUIPMENT. VERIFY EXACT ROUGH -IN LOCATION NTH PUMP SUPPLIER PRIOR TO INSTALLATION. (REFER TO RISER DIAGRAM). 17. ELECTRICAL CONTRACTOR TO PROVIDE SECONDARY SERVICE LATERAL TO FIRE PUMP CONTROLLER COORDINATE EXACT LOCATION WITH FIRE SPRINKLER CONTRACTOR PRIOR TO 8|D8. PROVIDE ROUGH -|N FOR ALL ASSERTED EQUIPMENT. 18. NEMA JR 100/3 -250V -F DISCONNECT SWITCH ON UNIT. FUSE PER EQUIPMENT. 19. NBWA3R 60/3 -250V -F DISCONNECT SWITCH ON UNIT FUSE PER EQUIPMENT NAMEPLATE. 20. NEMA 3R 30/2 250V -F DISCONNECT SWITCH ON UNIT. FUSE PER EUN(PMETN NAMEPLATE. 21. 2 GANG BOX 018" A.F.F. W11" E.C. TO ACCESSIBLE CEILING SPACE FOR P.O.S. SYSTEM VERIFY EXACT LOCATION WITH OWNER. 22' 60/2-25UV-F DISCONNECT SWITCH ON UNIT. FUSE PER [QU|PMETN NAMEPLATE. 23. NEMA 3R 30/3-25OV-F DISCONNECT SWITCH ON UNIT. FUS[ PER EDU|PMETN NAMEPLATE. 24. ANNUNCIATOR PANEL VERIFY EXACT LOCATION WITH LOCAL FIRE MARSHALL PRIOR TO SUBMITTING BIDS. 25' 100/3-250V-F-D|SCONNEOT3VNTCH ON UNIT FUSE PER EQUIPMENT NAMEPLATE. 20' FLUSH MOUNTED RECEPTACLE IN CEILING FOR SIGNAGE. 27. OO/3-F-25OVDISCONNECT SWITCH FUSED PER EQUIPMENT NAMEPLATE. T,/ PANEL 'RH2' PANEL 'RH1' 30 2 -F -250V DIS COM FUSE PER CLG AB -PWR 1-3- Wr 6 BELOW CEILING RF12-1 0C Pi UH -1 RH2-14 22 CO .- Z) AHU- 2RH2-37 24 ')A— H I W E i i I F 4if z! BY OTHERS 25 IV _Z!R�12- 6 2 RH 1 1'6+t R H 1 - 1 �5t �MG/Wp if CCTV RH2-4 120 1: - MSB ME'N 18 U 2-6�\ 18 ---rm~~RH2� U� CLIG arz k\ i '21 14 | | --�--- --- --- --� --- --- |--- ---- -52 -� 3#61#10G-1�� 21 PANEL 'Rl' RH1 -60� ! "� � - | | ICLG CTV (TYPICAL) C PROVIDE SIGN 0 DOOR 11H1 12 CLO INDICATING "ELECTRICAL CCTV | | | ' � `^RH1-- ' ViRH1_23KH LOY CCIV LIGHT SOTCH IG -15 EWC 1-2 LHII EE -41 CONTR W5, LaU 8 Ll 14 F RIG OA, "j)), 77, - S i M _4 1 134- AHU- RH1-2 44 - VENT CONTROL IG PANEL 'Rl' PANEL 'Rl' R1-1 2 --m*-/ | 1010 7 I(> A � / xy ' RI -12-72.74 --- |--- --- -�' { | | � | PNL�M�' / __ u-~ ~I RCP ___ ___ � ___ _-_ �-- pNL�RH1��-- --- --- Ll�lu� -�-- --- ��-- --- --- --- --- --- --- --===-= RR | \ pNL ,RH1/�. { | \ | RH2-7 | | � | '- � / / w/�� ^-^ PANEL SCHEDULES AND ' ' \ TYP�AL \ TYPICAL WIRE . -�3 A� � ^^~'~^' ^^ *Ll"-�-- ----_-�__ /L _— -__— 4- ------ -- | ZJD 13 ---- ~ .7 / | PANEL 'RH2'PANEL 'RH1` NORTH r FIRST FLOOR PLAN - POWER AA 11r = TV PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLMED IN 1977 2016 ALDEN ROAD. ORLANDO, FLORIDA. 32803 407.246.1688 Copyright — All ideas, designs, methods and plans incilcated c.- represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and ware created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JoBf. arrangements, methods or plans shall be used by di sclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written Vission of Peninsula Engineering, Inc. o | | --�--- --- --- --� --- --- |--- ---- -52 -� 3#61#10G-1�� 21 PANEL 'Rl' RH1 -60� ! "� � - | | ICLG CTV (TYPICAL) C PROVIDE SIGN 0 DOOR 11H1 12 CLO INDICATING "ELECTRICAL CCTV | | | ' � `^RH1-- ' ViRH1_23KH LOY CCIV LIGHT SOTCH IG -15 EWC 1-2 LHII EE -41 CONTR W5, LaU 8 Ll 14 F RIG OA, "j)), 77, - S i M _4 1 134- AHU- RH1-2 44 - VENT CONTROL IG PANEL 'Rl' PANEL 'Rl' R1-1 2 --m*-/ | 1010 7 I(> A � / xy ' RI -12-72.74 --- |--- --- -�' { | | � | PNL�M�' / __ u-~ ~I RCP ___ ___ � ___ _-_ �-- pNL�RH1��-- --- --- Ll�lu� -�-- --- ��-- --- --- --- --- --- --- --===-= RR | \ pNL ,RH1/�. { | \ | RH2-7 | | � | '- � / / w/�� ^-^ PANEL SCHEDULES AND ' ' \ TYP�AL \ TYPICAL WIRE . -�3 A� � ^^~'~^' ^^ *Ll"-�-- ----_-�__ /L _— -__— 4- ------ -- | ZJD 13 ---- ~ .7 / | PANEL 'RH2'PANEL 'RH1` NORTH r FIRST FLOOR PLAN - POWER AA 11r = TV PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLMED IN 1977 2016 ALDEN ROAD. ORLANDO, FLORIDA. 32803 407.246.1688 Copyright — All ideas, designs, methods and plans incilcated c.- represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and ware created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JoBf. arrangements, methods or plans shall be used by di sclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written Vission of Peninsula Engineering, Inc. o f I E'i- ............ ....... ....._ !�. PER All FLOORS & ATTIC SPACE] f l 3RD FLOOR ONLY s ... - (REFER TO PANEL �- SCHEDULE RH2 (#10'S) FOR CKT'S) r -- R2-112 I - R2-111 1 R2-10;2 R2-10` r . R2-9 R2-8/2 ^.». f R2-8/1 R2-7/2 i R2-7/1 t....................,,. .................. Room" ..., (4) 4'X8'X3/4" M2-18 i i fl� s ..... ........ M2-9 M2-11 M2-10 #10'S M2-14 #10'S ML -1/ #10'S -3/4"C. KING GUESTROOM APn ATT A. r.TW (3RD FLOOR) 1/8" = Y-0" (4TH FLOOR) 1/8" = 1'-0" (5TH FLOOR) We = 1'-0" (TYP FOR 3) 30/2 -F -250V DISC. SW. FUSE PER EQUIPMENT NAMEPLATE AHU-11 (2ND FLOOR AHU-12 3RD FLOOR AHU-13 4TH FLOOR AHU-14 5TH FLOOR ........ l I NORTH I.,TYPICAL FLOOR PLAN -POWER U8' =1'-0' 3RD FLOOR ONLY TYP. MATCH PTAC PLUG CONFIGURATION VERIFY W/MECH. SHOP DRAWINGS (REFER TO PANEL SCHEDULE RH1(#10'S) FOR--CXT'S) -n-6/2 R2-6/1 R2-5/2 R2-5/1 R2-4/2 R2-4/1 PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSMI) IN 11877 2016 ALDEN ROAD, ORLANDO. FLORIDA. 32803 407.246.1688 Copyright — All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, X106 #. arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written p r Ission of Peninsula Engineering, Inc. 0 r -1"11 4 0 nn 0 t.t... CN Ce Wr=te � C:) CZ) z w a o• CC N I r7 N Z aN r � o � V Z _ a o� p w Liz z W W • o CD :-A- 0 � -_-1 J v �00 LIJ C)d LLJ = a na o � WCD OL- Q �' 00 CD Q 0 w cc �— O ILA a � J 0 o _ Z cQn Z OGO CLy CL V U W wi oou w �xo4o��m 2~waotaM N00g RF2 NVZW �Na Z =IQo1-ao F �9ZW =1 Z) sXW Z�Q:�f=N w pw0 Q:-C�� ILir Wt"-Jor. A' 01 aleI..L zaaa o1 0 w Z V z F c_t MOir���oo 0 LL U- U- < < LLJ V CL 0 �7. CL V) SHEF7 N0. REV. NQ.::Q E-102 M2-13 T. . T M2-15 ^.». f ... i RH2- 2 ; D (4) 4'X8'X3/4" M2-18 w. PLYWOOD #10,5 � _ 14-30R -. ,..:. D RH2-5: M2,22 RH2-5 RH2-331 #10S, RH2-34 D` (TYP FOR 3) WiyW ©;, 30/2 -F --250V DISC. SW. FUSE PER EQUIPMENT NAMEPLATE ,HU -8 AHU-9 AHU-10 M2-21 #10'S -3/4"C. #10'S -3/4"C. (3RD FLOOR) 1/8" = Y-0" (4TH FLOOR) 1/8" = 1'-0" (5TH FLOOR) We = 1'-0" (TYP FOR 3) 30/2 -F -250V DISC. SW. FUSE PER EQUIPMENT NAMEPLATE AHU-11 (2ND FLOOR AHU-12 3RD FLOOR AHU-13 4TH FLOOR AHU-14 5TH FLOOR ........ l I NORTH I.,TYPICAL FLOOR PLAN -POWER U8' =1'-0' 3RD FLOOR ONLY TYP. MATCH PTAC PLUG CONFIGURATION VERIFY W/MECH. SHOP DRAWINGS (REFER TO PANEL SCHEDULE RH1(#10'S) FOR--CXT'S) -n-6/2 R2-6/1 R2-5/2 R2-5/1 R2-4/2 R2-4/1 PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSMI) IN 11877 2016 ALDEN ROAD, ORLANDO. FLORIDA. 32803 407.246.1688 Copyright — All ideas, designs, methods and plans Indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, X106 #. arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written p r Ission of Peninsula Engineering, Inc. 0 r -1"11 4 0 nn 0 t.t... CN Ce Wr=te � C:) CZ) z w a o• CC N I r7 N Z aN r � o � V Z _ a o� p w Liz z W W • o CD :-A- 0 � -_-1 J v �00 LIJ C)d LLJ = a na o � WCD OL- Q �' 00 CD Q 0 w cc �— O ILA a � J 0 o _ Z cQn Z OGO CLy CL V U W wi oou w �xo4o��m 2~waotaM N00g RF2 NVZW �Na Z =IQo1-ao F �9ZW =1 Z) sXW Z�Q:�f=N w pw0 Q:-C�� ILir Wt"-Jor. A' 01 aleI..L zaaa o1 0 w Z V z F c_t MOir���oo 0 LL U- U- < < LLJ V CL 0 �7. CL V) SHEF7 N0. REV. NQ.::Q E-102 BLDG. SIGNAGE NORTH (WPr'AAF aw, ROOF PLAN - POWER 1/r = 1%lV NOTE* LIGHTNING PROTECTION SHALL BE PRICED AS A DEDUCT ALTERNATE - REFER TO SPECIFICATION. TYPICAL FIXTURE & RECEPTACLE MOUNTED 0 CATWALK IN ATTIC. MOUNT TO TRUSS AS REQUIRED. PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS E8TABLIBMD IN 1977 2018 ALDEN ROAD, ORLANDO. FLORIDA, 32803 407.246.18$8 p Copyright — All ideas, designs, methods and plans Indicated or raarescnte.d by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the sp ified project. None of the ideas, designs, J09: arrangements, methods or plans shall be used or disclosed to any person, firm or l�90 34 corporation for any purpose whatsoever without the writ n ermission of Peninsula, Engineering, Inc. r- - it h7 0 9 U) zo zo ch N7 O u7 r7 I I _ N N t � W ^^ r W L J v C� z N� z Z or q N Q o UJ CL W• Q oLLJ0 W w �� J v W w _ CDCo O o N O p ILr7 W p� 0 J LL. 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N ... ... .... .. .. ..... .. .. ... .... .. .. . .. -12 V A LA$N 10 1 10 10 13f 1ikl1== ........... T 4 J XT M A, • X1 lle kff., i: F� Xl L ILL JJ F5 8. F5 'Fu . .. .... L F5' F6 F5 --4 1 IF$ Pi P 1e .......... . ... ...... .............. . ......... . . ..... 6� 4 5 GH r r lip ji T' i i �'7 1 11 > ::;:3 1 r - - 1 e 4 .......... .......... . . Fri!- - - - - - - - -- SL- -------- 12 le -J"J 7 -"�7b - ------_- D 2 2 A I --------------- CONNECT TO X3 D20 /N,,. 2 e 11 RECEPTACLE CKT. SL -2 Ile LH 1 -8,10,1 SL -2 TYP. TYPE R2 X.1 . ...... ... .. .. .. .. .. ... ....... ...... ..... ...... I . . . ............. . ... . . ............... J. ... . ..... . ....... ..... . ....... ............ .......... .. . ....... ..... ........ UNLESS OTHER SE NOIED.' -(�SL.-3 I>SL-315,17 W1-13, R5 (TYP. X25L-1,3 2, .. . ....*.. . - -I>s -1 L SL 1 SL ..... .. . ....... NORTH I., FIRST FLOOR PLAN -LIGHTING PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLONED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1588 Copyright - All Ideas, designs, methods and plans indicated or rAp'-e.ieried by chis drawing are owned by and the property of enlnsulctLFI;�qfnecering, Inc. and were cected, evolved and .Ion with _ _ developed for use on and in connection ified project. Nona of the ideas, designs, JOBf. arrangements, methods or plans shall be useWor disclosed to cny penson, firm or 99034 corporation for any purpose whatsoever without the wlqa errnission of Peninsula Elgineering, Inc. .. . ....... . .... . ............... I .. .... .. ...... .......... I .. . ......................... I .......... ... .. . . ......................... ........... .. ........ ..................... 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NORTH I., FIRST FLOOR PLAN -LIGHTING PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLONED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1588 Copyright - All Ideas, designs, methods and plans indicated or rAp'-e.ieried by chis drawing are owned by and the property of enlnsulctLFI;�qfnecering, Inc. and were cected, evolved and .Ion with _ _ developed for use on and in connection ified project. Nona of the ideas, designs, JOBf. arrangements, methods or plans shall be useWor disclosed to cny penson, firm or 99034 corporation for any purpose whatsoever without the wlqa errnission of Peninsula Elgineering, Inc. .. . ....... . .... . ............... I .. .... .. ...... .......... I .. . ......................... I .......... ... .. . . ......................... ........... .. ........ ..................... 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T 4 J XT M A, • X1 lle kff., i: F� Xl L ILL JJ F5 8. F5 'Fu . .. .... L F5' F6 F5 --4 1 IF$ Pi P 1e .......... . ... ...... .............. . ......... . . ..... 6� 4 5 GH r r lip ji T' i i �'7 1 11 > ::;:3 1 r - - 1 e 4 .......... .......... . . Fri!- - - - - - - - -- SL- -------- 12 le -J"J 7 -"�7b - ------_- D 2 2 A I --------------- CONNECT TO X3 D20 /N,,. 2 e 11 RECEPTACLE CKT. SL -2 Ile LH 1 -8,10,1 SL -2 TYP. TYPE R2 X.1 . ...... ... .. .. .. .. .. ... ....... ...... ..... ...... I . . . ............. . ... . . ............... J. ... . ..... . ....... ..... . ....... ............ .......... .. . ....... ..... ........ UNLESS OTHER SE NOIED.' -(�SL.-3 I>SL-315,17 W1-13, R5 (TYP. X25L-1,3 2, .. . ....*.. . - -I>s -1 L SL 1 SL ..... .. . ....... NORTH I., FIRST FLOOR PLAN -LIGHTING PLANS REVIEWED CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABLONED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1588 Copyright - All Ideas, designs, methods and plans indicated or rAp'-e.ieried by chis drawing are owned by and the property of enlnsulctLFI;�qfnecering, Inc. and were cected, evolved and .Ion with _ _ developed for use on and in connection ified project. Nona of the ideas, designs, JOBf. arrangements, methods or plans shall be useWor disclosed to cny penson, firm or 99034 corporation for any purpose whatsoever without the wlqa errnission of Peninsula Elgineering, Inc. .. . ....... . .... . ............... I .. .... .. ...... .......... I .. . ......................... I .......... ... .. . . ......................... ........... .. ........ ..................... 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CONSULTING ENGINEERS ESTABLISHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.245.' d8a Copyright — All Ideas, designs, methods and plans indicated or represented by this: drawir.g are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of ',he ideas, designs, arrangements, methods or plans shall be used by or olksctosed to any person, firm or 99034 corporation for any purpose whatsoever without the written permi 'an oft Peninsula Engineering, Inc. n�M r �'1i►"'ri� 4 0 Z aCU) L0 Pr) o Il fC14 C14 v� � z �8 O • CC(�(Z-1 z 00 N I M N Z Z aN o V Z-� o� 0 w W o'� W W-1 Qb W p J :D } b�D J b ,- LI..I F oo OvCL``'a q M V) LLJ G11C �— O LL. 0 w ..r Q _ z � m �c0 (� .. y / Ifr-- U W a CL CL 119Zw� xov m WrwWtnrM� YD.—QzP w Q !nom /17'W fW/12LU X0 L, cznC=,)OmaV�a_ Z Z4 5,!Q a J- z¢U6a8a_° o� wr- � � U- (L W azrzpoc�non Ci% zo 0.c> z 0CKw O ulZ 5=1 0 =U ¢�v_ r --U IY�I-�00 U- ILL tA CV J Z -� SHEET N0, REV. NO.: Q E-105 el KEY DESCRIPTION BASIS OF DESIGN DESIGN CRITERIA ELECTRICAL CRITERIA REMARKS GWH--I MANIFOLDED GUEST ROOM LOCHINVAR MODEL RECOVERY RATE OF 633 GAL. ® 3 AMPS BLOWER MOTOR INSTALL HEATER PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE FACTORY START UP SERVICE, SEE DETAIL ON DWG P702 P-2 GAS WATER HEATER N0, CWN0645 100° RISE 125 GPM ®92' TDH FOR ADDITIONAL INFORMATION. RCP -1 GRUNDFOS UP26-96BF 257 GALLON STORAGE TANK 2 AMPS CONTROLS 2 A CIRCUIT SEE MECHANICAL DRAWINGS FOR FLUE PIPING. GW -I-2 MANIFOLDED GUEST ROOM LOCHINVAR MODEL RECOVERY RATE OF 633 GAL. 0 3 AMPS BLOWER MOTOR INSTALL HEATER PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE FACTORY START UP SERVICE, SEE DETAIL ON DWG P702 — - - - — GAS WATER HEATER NO. GWN0645 100° RISE 2 AMPS CONTROLS FOR ADDITIONAL INFORMATION. FIRE PROTECTION WATER FIXTURE UNIT V/V, VOLTAGE/VENT 115V CIRCUIT SEE MECHANICAL DRAWINGS FOR FLUE PIPING. GWH-3 LAUNDRY ROOM LOCHINVAR MODEL RECOVERY RATE OF 486 GAL. 0 3 AMPS BLOWER MOTOR INSTALL HEATER PER MANUFACTURER'S RECOMMENDATIONS AND PROVIDE FACTORY START UP SERVICE, SEE DETAIL ON DWG P702 GAS WATER HEATER NO, CWN0495 100° RISE, 200 GALLON STORAGE HB FOR ADDITIONAL INFORMATION, CHECK VALVE —H --H DRAINAGE PIPING ABOVE SLAB 2 AMPS CONTROLS SEE MECHANICAL DRAWINGS FOR FLUE PIPING. VENT THRU ROOF LP LIQUIFIED PETROLEUM 115\1 CIRCUIT ROOF DRAIN PUMP SCHEDULE MARK NO, MANUFACTURER MODEL NO, ELECTRICAL DATA CAPACITY REMARKS P-1 VC SYSTEMS PEERLESS PUMP 2VC-BP C615JM-5 208\1/60/3 PHASE 125 GPM 0 92' TDH SEE DETAIL 12, DWG P701 AND SPECIFICATIONS P-2 VC SYSTEMS PEERLESS PUMP 2VC-BP C615JM-5 208\1/60/3 PHASE 125 GPM ®92' TDH SEE DETAIL 12, DWG P701 AND SPECIFICATIONS RCP -1 GRUNDFOS UP26-96BF 1/12 HP, 38 W, 0,40 AMPS 115V/60/1 PHASE 17 GPM ® 10' TDH SEE DETAIL 9, DWG P701 AND SPECIFICATIONS RCP --2 GRUNDFOS UM15-1085 1/25 HP, 205 W, 1,70 AMPS 115V/60/1 PHASE 1,5 GPM ® 4,5' TDH SEE DETAIL 9, DWG P701 AND SPECIFICATIONS GENERAL PLUMBING NOTES 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS AND AUTHORITIES. HAVING JURISDICTION OVER THIS PROJECT, 2, COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION, ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE. 3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCE, 4, PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON— ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE, 5, ROUTE ALL PIPING CONCEALED ABOVE CEILING, WITHIN CHASES OR ABOVE NON— ACCESSIBLE CEILINGS, REFER JO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 6, SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS, 7, SLEEVE AND FIRE STOP ALL PENETRATIONS OF RATED WALLS, CEILINGS, ETC„ INCLUDING ROOF, FLASH AND, COUNTERFLASH ROOF PENETRATIONS. 8, ALL VENTS AND FLUES SHALL CLEAR FRESH AIR INTAKES OR OPENINGS BY A MINIMUM OF 10' — 0" OF HORIZONTAL DISTANCE OR 3' — 0" OF VERTICAL HEIGHT, 9, SOIL AND WASTE PIPING SHALL BE SLOPED AT 1/4" PER FOOT UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IMPOSSIBLE DUE TO FIELD CONDITIONS, 10. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS, 11. ALL HOT WATER AND HOT WATER RETURN LINES SHALL BE INSULATED WITH 3/4" THICK PLENUM RATED ARMAFLEX "AR" INSULATION. 12, FOR EXACT LOCATIONS OF ROOF DRAINS SEE ARCHITECTURAL DRAWINGS, 13. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE TO THE PLUMBING SYSTEM. THE RECORD AS—BUILT DRAWINGS SHALL SHOW, CHANGES, DIMENSIONS, LOCATIONS OF ALL BURIED WASTE, VENT, WATER AND GAS PIPING, 14, WRAP ALL BURIED COPPER PIPING (INCLUDING PIPE, FITTINGS AND FIELD JOINTS) WITH 20 MIL THICK POLYETHELYNE/BUTYL TAPE EQUIVALENT TO PLICOFLEX //450-20 AND #125 PRIMER, 15, PROVIDE CLEANOUTS (WALL OR FLOOR TYPE) AT BASE OF ALL SANITARY AND STORM DRAIN STACKS. i i PLUMBING . SYMBOL LIST (NOTE. 'NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT) - DOMESTIC COLD WATER SA E - CLEAN-OUT (WALL) -- DOMESTIC HOT WATER FDC CLEAN-OUT (EXTERIOR) CD CONDENSATE DRAIN FF FACE TO FACE SH SHEET FFE FINISH FLOOR ELEVATION I>4 GATE VALVE SS SANITARY SEWER FPM FEET PER ,MINUTE SS SANITARY SEWER - FLOOR DRAIN AND — - - - — HOT WATER RETURN FS FLOOR SINK P -TRAP F FIRE PROTECTION WATER FIXTURE UNIT V/V, VOLTAGE/VENT GPH GALLONS PER HOUR VG VITRIFIED CLAY OR CONC, PIPE BALL VALVE (BV) -----+�i-�----- PIPE UNION - �- -- ->L-- DRAINAGE PIPING BELOW SLAB HB HOSE BIBS CHECK VALVE —H --H DRAINAGE PIPING ABOVE SLAB W WATTS VENT THRU ROOF LP LIQUIFIED PETROLEUM `�h ROOF DRAIN - - - V - - - VENT LINE HW n( SHOCK ABSORBER (SA) RW RAINWATER CONDUCTOR j WH HOSE BIBB D DRAIN OR INDIRECT WASTE 0-f— ELBOW UP INSIDE DIAMETER FLOW DIRECTION o i ELBOW DOWN --fiuM-- REDUCED PRESSURE TEE UP BACKFLOW PREVENTER II- - - CLEANOUT (WALL OR PLUG) {-ea f-- TEE DOWN �-- --- CLEAN-OUT (FLOOR) T & P RELIEF VALVE EXISTING UTILITIES OR UTILITIES PROVIDED BY OTHERS D4 GATE VALVE GAS SHUTOFF POINT OF CONNECTION DETAIL NUMBERGM X GAS METER P -X P -X _ DRAWING WHERE DETAIL IS SHOWN RISER DIAGRAM DESIGNATION DRAWING WHERE DETAIL RISER ORIGINATES FROM P-# SHEET WHERE RISER LOCATED ,'PLU BIN BB E/IAT'INS NOTE; NOT ALL SYMBOLS NECESSARILY USED ON PLANS AFF ABOVE FINISHED FLOOR IE INVERT ELEVATION AFG ABOVE FINISHED GRADE IPS IRON PIPE SIZE AHU AIR HANDLING UNIT KW KILOWATT & AND AR ACID RESISTANT L.P. LIQUIFIED PETROLEUM a AT MBH ONE THOUSAND BRITISH THERMAL UNITS BOP BOTTOM OF PIPE NO. NUMBER BTU BRITISH THERMAL UNIT NPT NATIONAL PIPE THREAD CFH CUBIC FEET PER HOUR OD OVERFLOW DRAIN CFS CUBIC FEET PER SECOND OS&Y OUTSIDE STEM & YOKE CO CLEANOUT CCW COND11IONED COLD WATER OC ON CENTER OW DOMESTIC COLD WATER P- PLUMBING FIXTURE CW&V COMBINATION WASTE & VENT PH PHASE DES'N DESIGNATION PPM PARTS PER MILLION DN DOWN PRY PRESSURE REDUCING VALVE DWV DRAINAGE, ' WASTE & VENT PSIG POUNDS PER SQUARE INCH GAUGE DS DOWNSPOUT PVC SCHEDULE 40 POLYVINYL CHLORIDE PIPE 0 F DEGREES FAHRENHEIT RD ROOF DRAIN ELEC. ELECTRIC RW RAINWATER CONDUCTOR EWH- ELECTRIC WATER HEATER RWL RAINWATER LEADER FD- FLOOR DRAIN SA SHOCK ARRESTOR FDC FIRE DEPARTMENT CONNECTION SCH SCHEDULE FF FACE TO FACE SH SHEET FFE FINISH FLOOR ELEVATION SQ FT SQUARE FEET FPM FEET PER ,MINUTE SS SANITARY SEWER FPS FEET PER:;SECOND T&P TEMPERATURE AND PRESSURE FS FLOOR SINK UNO UNLESS NOTED OTHERWISE FU FIXTURE UNIT V/V, VOLTAGE/VENT GPH GALLONS PER HOUR VG VITRIFIED CLAY OR CONC, PIPE GPM GALLONS PER MINUTE VTR VENT THRU ROOF HB HOSE BIBS W WATTS HP HORSE POWER W / WITH HW DOMESTIC HOT WATER j WH WALL HYDRANT IBBM IRON BODY' BRONZE MOUNTED DIAMETER OR PHASE ID INSIDE DIAMETER PLANS REVIEWED CITY OF SANFORD Z n^ a mam Izz wa a Wza o zuj l T r��y a'P Wa UP4 Z.3 g i 2 Wim$�`�&; T 00HF-0 cc a _o�ES W �qy o E a m SECURE TO STRUCTURE WITH NON -EXPLOSIVE _ INSERTS OR BEAM CLAMPS - ti SEE SPECIFICATIONS FOR HANGER SPACING - THREADED ROD SECURE TO STRUCTURE CUT TO LENGTH, SIZE WITH NON -EXPLOSIVE PER SPECIFICATIONS INSERTS OR BEAM CLAMPS --� CARRIER PIPE -- CLEVIS TYPE PIPE HANGER SHIELD FOR INSULATION LENGTH 1,5 TIMES INSULATION DIAMETER INSULATION 1 CLEVIS PE PIPE HANGER ALL F'7a1 E INSULATED PIPING NOT TO SCALE NEENAH MODEL R -6464--F BOLTED AND GASKETED MANHOLE COVER WITH FRAME (2 REQ'D) ,Q, oil Y ' x,�raay NOMINAL CAPACITY EQUALS 1000 GALLONS 4. 4 los" EENAH MODEL R -6464—F BOLT PROVIDE BRICK BLOCKING424*,ND GASKETED MANHOLE COVER TO GRADE IF REQUIRED WITH FRAME (2 REQ°D) 2" VENT CONNECTION CID LEAVING ry — r ENTERING r� SEE SPECIFICATIONS FOR HANGER SPACING THREADED ROD CUT TO LENGTH, SIZE PER SPECIFICATIONS CARRIER PIPE CLEVIS TYPE PIPE HANGER STEEL CLAMP ELASTOMERIC PAD HUB DRAIN (SIZE NOTED ON PLANS) --� FINISHED FLOOR HUB D! '3 1 P1 01 P701 NOT TO SCALE REMOVABLE 1/4" MESH STAINLESS STEEL P201 CONCRETE WASHING �� SCREEN AND FRAME MACHINE PAD FINISHED FLOOR �v \��� STAINLESS STEEL SCREEN CHANNEL � 3" WASTE FR M AREA1-T 45.00' TRENCH SLOPE f + i. FD—D CAST IN SLAB TRENCH (BY OTHERS) 4" WASTE, SEE PLAN FOR CONTINUATION " SEE FLOOR PLANS FOR ENTERING HER 1° "�E ®"�° m'� L AND LEAVING PIPE SIZE AND P201 P701 NOT TO SCALE ELEVATIONS V Li OPERATING WHEEL HANDLE, CAST BRASS BODY -- 12" 12„ LOOSE KEY IF SPECIFIED (CHROME PLATED) "NIDEL" VACUUM SECTION BREAKER GREASE TRAP SHALL BE EQUAL TO BROOKS PRODUCTS 17 - MODEL GI -1000 WITH SLIDE IN BAFFLES LESS MANHOLES 3/4" MALE p a HOSE THREADS 2,980 LB. GREASE CAPACITY, 16 GPM INTERMITTENT _ ,h O HEX NUT OPERATOR FLOW, AVERAGE 6 GPM FLOW CAPACITY. 3/4" MALE WITH TEE WRENCH DESIGNED FOR HS -20-44 LOADING, CAST BRASS BODY HOSE THREADS "NIDEL" VACUUM BREAKER B l HB -2 WOODFORD MODEL NO, 24 WQQDEQED.MQDEL E TRAP DETAIL P101 P701 NOT TO SCALE HOSE BIBB DEVILS P102 P701 NOT TO SCALE FULL SIZE DISCHARGE BY-PASS r-+? PRV/CV BV PS1 CONTROL of .WAIM DQQM 9M PACKAGE SMRCATK)N FIELD PIPE BVI 1, FACTORY FABRICATED SKID MOUNTED DUPLEX BOOSTER PUMP SYSTEM. CONSTANT —70 TO DRAIN — PRESSURE TYPE COMPLETE WITH ALL CONTROLS. THE SYSTEM SHALL BE UL T I LISTED AS A PACKAGED PUMPING SYSTEM AND SHALL BEAR THE UL LISTED MARK. GAUGE L— 2. THE PACKAGE SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, STRUCTURAL SKID, BV P 1 — P-2 DUPLEX PUMPS, PRESSURE CONTROL VALVES, FLEXIBLE CONNECTORS, ISOLATION Y MOTOR Y VALVES, PRESSURE GAUGES, CONTROL PANEL PRESSURE TANK AND FULL SIZE WIRING BY—PASS WITH CHECK VALVE FOR OPERATION OFF CITY WATER PRESSURE, BV SUCTION 3, PUMPS SHALL BE CONSTANT SPEED, SINGLE STAGE, END SUCTION DESIGN WITH CAST IRON BRONZE FITTED CONSTRUCTION, MECHANICAL SEALS AND STEEL SHAFT, 4, MOTORS TO BE OPEN DRIP PROOF TYPE, CAST IRON, BRONZE FITTED, CLOSE COUPLED, NOTE: HEADERS ARE DOUBLE ENDED, 304 S/S PIPE, 150# FLANGED. MOTORS SHALL HAVE CAST IRON BEARING HOUSINGS WITH A 1.15 SERVICE FACTOR, "BV" ARE FULL LUG, EPDXY COATED S/S STEM BUTTERFLY VALVES 5, PRESSURE CONTROL VALVES SHALL BE PILOT OPERATED DIAPHRAGM TYPE COMBINATION PRESSURE REGULATING AND NON—SLAM CHECK VALVE. (PROVIDE NON—SLAM CHECK VALVE ON EACH PUMP). THE PILOT CONTROLLER SHALL BE A CLA—VALVE MOD. CRD 3/8". BOOSTER PUMP SCHEMATIC 16 GAL BLADDER 6, HYDRO—STORACE TANK, ASME CODE AND STAMPED 132 GALLON, 150 PSIG TANK, FACTORY TANK PRECHARGED FDA BLADDER TYPE TANK. PROVIDE PRESSURE SWITCH AND MINIMUM RUN _ TIMER FOR CYCLE LEAD/LAG PUMP OPERATION. 7. CONTROL PANEL, NEMA 1 STEEL PANEL WITH TWO DISCONNECT SWITCHES, FUSES 0 DISCHARGEMAGNETIC STARTER, 3 LEG OVERLOAD PROTECTION, CONTROL CIRCUIT TRANSFORMER HEADER 3" FLANGED DISCHARGE EXTERNAL I IARY CONTACTSDRESET BUTTONS, , PUMP RUNNING LIpHTSUPUION MP SELECTOR N WITH WITCHES,RM LIGHT CON CONTROL HEADER POWER LIGHT, LOW SYSTEM INDICATING LIGHT. MODEL NO, FTA-600VF. 0 0 0 8, FEATURES INCLUDED LOW FLOW SHUTDOWN, HIGH AND LOW PRESSURE ALARM, ISOLATIONCONTROL SUCTION PRESSURES CUTEMPERATURE PROE TIOF P ANDEALLL NECESS R Y RELAYS TO PPERFORM SPEC FIRESSURE EDLOW VALVE (TYP) PANEL FUNCTIONS, 5 HP BOOSTER PUMPS COMBINATION (TYPICAL OF TWO) 9. AVAILABLE PRESSURE; STATIC = 60 PSI CHECK/PRV 78" MAX PUMP SUCTION PRESS, = 65 PSI MAX, 25 PSI MIN. VALVE 3" FLANGED SUCTION SUCTION HEADER VERIFY FLOW AND PRESSURE PRIOR TO ORDERING PUMP SYSTEM HEADER o+o Q 10, CAPACITY: n o PUMP 1: 125 GPM AT 92 F,T.H.D, 3500 RPM, 5 HP, 208 VOLT, 3 PHASE, IN. FLR. PUMP 2; 125 GPM AT 92 F,T,H,D. 3500 RPM, 5 HP, 208 VOLT, 3 PHASE, BASE BASE 11. THE PACKAGE SHALL BE DESIGNED AND FABRICATED TO FIT THRU A STANDARD THREE ".__u . __.__._. V—' FOOT WIDE DOORWAY AND TO FIT IN SPACE AVAILABLE IN THE MECHANICAL ROOM. 30" P-1 P-2 12. THE PUMP SYSTEM SHALL BE SEQUENCED BY PRESSURE AND TIME DELAY FOR ADDITIVE LEAD PUMP AND PROVIDING FOR LEAD PUMP SHUT DOWN. MASON INDUSTRIES, TYPE SLF SPRING MOUNT ISOLATORS (TYP) 13, THE PUMP SYSTEMS SHALL HAVE FACTORY AUTHORIZED START UP SERVICE AND THE PUMP SYSTEM SHALL BE WARRANTED FOR 12 MONTHS FROM START—UP, LEX ��° "�°' 14. MANUFACTURER; VC SYSTEMS 2VC—BP PACKAGE WITH TWO PEERLESS PUMP 1 SPL 1�EST'I� � A ER PP DETAIL MODEL C615JM-5 PUMPS AND CONTROL PANEL, ALL SKID MOUNTED. P2011 P701 NOT TO SCALE -- 2X INVERTED, CAST IRON PIPE INCREASER CAST IRON BAR GRATE I 2" MINIMUM DEEP SEAL TRAP IN—LINE CIRCULATING AQUASTAT PUMP (SEE SCHED) CONTROLLER 7 PIPE UNION THERMOSTAT CHECK GATE VALVE VALVE SEE PLANS FOR PRESSURE HWR PIPE SIZE GAUGE (TYP) (BALANCE SYSTEM TO HEAD AND FLOW INDICATED ON SCHEDULE) (SEE DIV, 16 DRAWINGS FOR ON/OFF SWITCH AND WIRING) CI tJ 1"IN PUMP DETAIL P201 P701 NOT TO SCALE P201 V FINISHED GRADE 36" 12" 12" 45° FINISHED I SLEEVE & THRU SLA MIN, 3" S PIPING 14 F% -.p LOR COUNTERSUNK C. 0, PLUG ---- GRADE "A-1" "A-2" "B-1" "B-2" "B-1" U,L NO. U.L. NO, U,L, NO, U.L, NO. U.L. NO. C—AJ-1106 C—AJ-2039 C—AJ--1146 C -AJ -1146 F-13-1003 Cd. FERRULE .::'8 §. -0jr:A" A R 55§. ::1. I I f5 Y k <; 5'.i, POURED I :,'j:�nF i td` �" v UNIT LOAD j I r °, I Mgr t r" a¢ .S0 w"r z a. INPLACE . of - }F Cry k°. G . . •Y.'• y.; V; r i S CONCRETE 1/2 SLEEVES AND FIRESTOPPING V ,— USE PROSET "FIRESTOP PENETRATORS", U,CLASSIFIED IN THE BUILDING MATERIALS DIRECTORY TESTED BY ASTM E-814. 12-32 USE USE FOR ALL APPLICABLE PIPE PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS DR FLOOR%CEILING ASSEMBLIES IN ACCORDANCE WITH THE MANUF, INSTRUCTIONS, 1 33-60 D A. SYSTEM "A" PENETRATORS FOR WATER LINES AND OTHER METALLIO PIPES PENETRATING FLOORS OR WALLS. 61-113 B, SYSTEM "B" PENETRATORS FOR CAST IRON DWV PIPES FOR STACKS AND DRAINS PENETRATING FLOORS OR WALLS, 1-1/2 2 - I 1, CAST—IN—COUPLING PENETRATORS FOR POURED—IN—PLACE CONCRETE ON STEEL OR WOOD FORMS IN FLOORS OR WALLS, 12'*Xl2X6n 2. CORED PENETRATORS PRECAST OR CONCRETE IN FLOORS WALLS. 2 J. SPIJT WALLLESLpEVEING PENETRATORS FORFOR PIPESORED PASSINGETHROUGHCH GYPSUM WALLS ORTING FLOOR / CEILING ASSEMBLIES. CONCRETE BASE 4, SLIP FLANGE CM COUPLING FOR POURED—IN—PLACE CONCRETE ON CORRUGATED METAL DECK, "A-4" "13-4" "13-4" U.L, NO, F—A-1003 - FI TTING OR EXTJENS�ION/ TO SOIL ORSTE CORRUGATED :,,•.,sscj s;'a.=*1'fi,`:�?;" �.� POURED METALar 9 >` 3 ;�� a; w > a INPLACE WA ' CONCRETE AS REQUIRED 4 ERIOR CLEANOUT DETAIL U.L NO. U,L, NO, C—AJ-1106 C—AJ--1146 '101 P701 NOT TO SCALE HOT OR COLD WATER SUPPLY 5 PIPE PENETRATION DE (IF HORIZONTAL BRANCH IS LESS THAN 20' NOT TO SCALE INSTALL PER PDING, PROVIDE ONE WHA AT END OF LINE, ,STANDARDS AND BRANCH IS GREATER THAN 20' LONG, SIZE I MANUFACTURER'S PROVIDE ANOTHER WHA IN MIDDLE, EACH "A" INSTRUCTIONS SIZED FOR HALF THE FIXTURE UNITS MASONRY WALL GYPSUM WALL 10 1146 A-2" 0, 038 A-3" 0. 1038 -- WORK BY GAS WORK BY THIS COMPANY CONTRACTOR BALL VALVE SINGLE FIXTURE MULTI JE FIXTURES GAS METER, BY LOCAL FIXTURE UNIT TABULATION Q.i GAS COMPANY ,r- 4" HOUSE PDI PIPE FIXTURE 'T ,/ GAS SERVICE SIZE SIZE UNIT LOAD A 1/2 1-11 B 3/4 12-32 C 1 33-60 D 1.1/4 61-113 E F 1-1/2 2 114-154 154-330 GRADE PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF. ALTERNATES° PRECISION PLUMBING PRODUCTS WATTS OR APPROVED METER CAPACITY: 3,462 CFH EQUIVALENT WITH PISTON AND O-RING CONSTRUCTION, HAVING PDI #WH- MAX. OUTLET PRESS: 14" W.C. 1-1/2" CAPPED 201, ASSE #1010 AND ANSI #A112,25,11VI HOUSE PIPING FOR POOL HEATER CERTIFICATION. INSTALL IN THE �`�„, , HORIZONTAL OR E CAl SITI DHT HDOI D DEVELOPED LENGTH: 140 LF CONTRACTORS USE V RTI A Pq qN, U NEVER U S DE OWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE, SIZE THE UNITS AS SHOWN ON THE TABLES ABOVE, 11 METE® DL INSTALL ALTERNATES IN AN ACCESSIBLE LOCATION OR WITH ACCESS PANEL P1 Q2 P701 NOT TO SCALE [ � 10 1 WATER HAMMER .AARRES`TVRS P201 � P40 P70NOT TO SCALE 2" I CONCRETE COVER W/ 3 MINIMUM COVER, PROVIDE Off' LIFTING HANDLE 6" ROUND CONC. LOCATER I REFER TO ARCHITECTURAL PLANS, FOR DEPTHS OVER 12" , FO r13-) DRYWELL DETAIL P10tP 01NOT TO SCALE R TYPE OF ROOF CON5TRUC110N, LEAD FLASHING I SLOPE AND EXACT LOCATION OF SLEEVE I VENTS THRU ROOF, T i I i i STRIPPING I 's } , �'`4'• 3 c�l--fF6�^63illl..(SgE.Fbl� r I --CLEAR WATER WASTE SEE PLANS FOR SIZE .m,.m.._.m................_,.,..m................................... ....... .................. ... ........... SLEEVE -VC OR CONIC, PIPE ROOF CONSTRUCTION VENT THRU ROOF ' (RE: ARCH, DRAWINGS) PEA GRAVEL OR I - CRUSHED STONE r15 FLASHING DETAIL P104 P701 NO SCALE COLD UIATM SUPPLY FROM NEAREST LAV OR SINK ADJUSTABLE FINISHED STRAINER — FLOOR FLASHING TRAP PRIMER VALVE y " FLOOR DRAIN W/ ; ADJUSTABLE STRAINER Y PLANS REVIEM d TRAP PRIMER CITY OF SA FORD I CONNECTION TO SANITARY INSIDE CAULK DRAIN "P" TRAP NOTE: SEE SCHEDULE FOR MODEL NUMBERS AND DRAIN OPTIONS RAPPRIMER1 TYPIC. FLOOR DRAN DETAIL P2017701 NOT TO SCALE P2011 P701 NOT TO SCALE 0 9 z z� PIS s rzWZ I 6-8 v Q ZW Q 9� z& w�$ �a a ; Sa 1 �z E 00 61 .I® � d �E Z O �I w FIXTURE COLD HOT VALVE WATER CLOSET 6 -- TANK WATER CLOSET 5 --- URINAL 5 -- LAVATORY/SINK 1,5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 GRADE PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF. ALTERNATES° PRECISION PLUMBING PRODUCTS WATTS OR APPROVED METER CAPACITY: 3,462 CFH EQUIVALENT WITH PISTON AND O-RING CONSTRUCTION, HAVING PDI #WH- MAX. OUTLET PRESS: 14" W.C. 1-1/2" CAPPED 201, ASSE #1010 AND ANSI #A112,25,11VI HOUSE PIPING FOR POOL HEATER CERTIFICATION. INSTALL IN THE �`�„, , HORIZONTAL OR E CAl SITI DHT HDOI D DEVELOPED LENGTH: 140 LF CONTRACTORS USE V RTI A Pq qN, U NEVER U S DE OWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE, SIZE THE UNITS AS SHOWN ON THE TABLES ABOVE, 11 METE® DL INSTALL ALTERNATES IN AN ACCESSIBLE LOCATION OR WITH ACCESS PANEL P1 Q2 P701 NOT TO SCALE [ � 10 1 WATER HAMMER .AARRES`TVRS P201 � P40 P70NOT TO SCALE 2" I CONCRETE COVER W/ 3 MINIMUM COVER, PROVIDE Off' LIFTING HANDLE 6" ROUND CONC. LOCATER I REFER TO ARCHITECTURAL PLANS, FOR DEPTHS OVER 12" , FO r13-) DRYWELL DETAIL P10tP 01NOT TO SCALE R TYPE OF ROOF CON5TRUC110N, LEAD FLASHING I SLOPE AND EXACT LOCATION OF SLEEVE I VENTS THRU ROOF, T i I i i STRIPPING I 's } , �'`4'• 3 c�l--fF6�^63illl..(SgE.Fbl� r I --CLEAR WATER WASTE SEE PLANS FOR SIZE .m,.m.._.m................_,.,..m................................... ....... .................. ... ........... SLEEVE -VC OR CONIC, PIPE ROOF CONSTRUCTION VENT THRU ROOF ' (RE: ARCH, DRAWINGS) PEA GRAVEL OR I - CRUSHED STONE r15 FLASHING DETAIL P104 P701 NO SCALE COLD UIATM SUPPLY FROM NEAREST LAV OR SINK ADJUSTABLE FINISHED STRAINER — FLOOR FLASHING TRAP PRIMER VALVE y " FLOOR DRAIN W/ ; ADJUSTABLE STRAINER Y PLANS REVIEM d TRAP PRIMER CITY OF SA FORD I CONNECTION TO SANITARY INSIDE CAULK DRAIN "P" TRAP NOTE: SEE SCHEDULE FOR MODEL NUMBERS AND DRAIN OPTIONS RAPPRIMER1 TYPIC. FLOOR DRAN DETAIL P2017701 NOT TO SCALE P2011 P701 NOT TO SCALE 0 9 z z� PIS s rzWZ I 6-8 v Q ZW Q 9� z& w�$ �a a ; Sa 1 �z E 00 61 .I® � d �E Z O �I w 1-1/4" HW 1-1/4" WHA --F SUPPORT TANK FROM BUILDING STRUCTURE VACUUM BREAKER 3/4'HW (140' TO P 2" HW (115') THERMOMETER (TYP.) 1-1 /2" H WR - CIRCULATING PUMP (RCP -1) - P201 P70 2" CW ri BALANCING VALVE SCORIATED NIKOLOY CARPETED AREAS STORAGE TANK FROM BOOSTER PUMP FINISHED FLOOR DRAIN r 4" CONC. PAD (TY'.) n BUILDING HOT WATER MIXING VALVE SPEC. MFG: LA&ER #805 (60PM W/5PSI DR� - INLET: 2" OUTLET: 2" �1� fi CHROME PLATED BRASS - WALL MOUNTING BRACKET x TF 201 P702 NOT TO SCALE UNION (Typ•) EXPANSION TANK (10 GAL.) THERMOMETER T & P RELIEF VALVE (TYP,) PIPE FULL SIZE TO F, D. (TYP.) FLUE GAS FIRED WATER HEATER (GWH-1 & 2) TWO UNITS STACKED (ONE SHOWN FOR CLARITY) 4" CONC. PAD CIRCULATING PUMP PROVIDED BY HEATER ,•� MANUFACTURER NOTE: WATER HEATER/TANK ARRANGEMENT PER PLAN, SHOWN HERE FOR CLARITY OF PIPING CONNECTIONS AND ARRANGEMENT WHA -F — WHA -F 2" HW MANIFOLD WHA --F I � 2" OW MANIFOLD 1/211 - .\ WHA -F 1_1/2„ 1-1/2" HW NOTE 1 ' 1-1/2" CW I NOTE �TYPICAL QF TWO TYP 85# WASHE I I € I I 50# WASHER I, `I I (REAR VIEW) I L. _1 III (REAR VIEW) l I i ; 3" RUBBER ` 3 , 1 3" ! µ' I SLEEVE AND I 1 I.I f I BAND CLAMP L TRENCH DRAIN �.. mm.. .................-........ . . ......... —. -mm------- ....... __._............ m,�,�,�� .__............ .. . �m� .._ � � TYPICAL HER, CONNECTION DETAIL P201 P 702 NOT TO SCALE NOTES: 1, REDUCE TO 1/4" AT CONNECTION TO WASHER 2, REFER TO LAUNDRY EQUIPMENT SHOP DRAWINGS FOR ADDITIONAL INFORMATION 3. VERIFY ALL CONNECTIONS 'WITH ACTUAL EQUIPMENT INSTALLED PRIOR TO ROUGH --IN 4. COMPRESSED AIR PIPING SHALL BE TYPE "I!' COPPER, AIR COMPRESSOR FURNISHED BY LAUNDRY EQUIPMENT VENDOR, VERIFY LOCATION AND SIZE. 5. VERIFY ALL CONNECTION REQUIREMENTS WITH ACTUAL EQUIPMENT BEING INSTALLED, Main Bldg. Drain Branch Waste Line -N t t4 Must Connect Above Horizontal Centerline of Main Bldg, Drain Detail " - r VEN P201 P702 NOT TO SCALE Pressure Relief Line Pressure Min. Elev. Reqmts. Relief Line (P.R,L.) Building Drain \ Detail *A -A! BRONZE CLEANOUT PLUG JOSAM 58510-19 SOIL 01 WASTE CARPET BUTTON IN STAIN. STL, SCREW BRASS PLUG INSIDE CAULK FINISHED WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 4" Dearator Fitting JOSAM 56000 SERIES 3 � FL 5702 NOT TO SCALE P201 SUPPORT TANK FROM BUILDING STRUCTURE VACUUM BREAKER 2" HW (160'), THERMOMETER (m'.) 3/4" HWRr9_� -`- I CIRCULATING PUMP (RCP -2) - / 2" I P201 P701 2" c, 2n BALANCING VALVE- -STORAGE TANK DRAIN (" CONC. PAD UNION TYP. (TYPO NOTE: WATER HEATER/TANK ARRANGEMENT PER PLAN, SHOWN HERE FOR CLARITY OF PIPING CONNECTIONS AND ARRANGEMENT --- EXPANSION TANK (10 GAL.) THERMOMETER T & P RELIEF VALVE (TYP.) PIPE FULL SIZE TO F,D. (TYP.) FLU E ,,-GAS FIRED WATER HEATER (GWH-1 & 2) TWO UNITS STACKED (ONE SHOWN FOR CLARITY) 4" CONC, PAD CIRCULATING PUMP PROVIDED BY HEATER MANUFACTURER LAUNDRY P201 I P702 NOT TO SCALE lam PLANS REVIEWED CITY OF L SANFORD Z F, g T; o �� �, Bew WZ_�° ZW o A 0 ��13 �c � o m M w�$ u T d Z a Eta Z a a�g6 A m SCORIATED NIKOLOY CARPETED AREAS JOSAM 58600 OR BRONZE TOP ROUND SECURED FINISHED FLOOR CHROME COVER COUNTERSUNK �1� fi oJ'.`:r s ,; r v,t `°'' STAIN. STL, SCREW BRASS PLUG INSIDE CAULK FINISHED WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 4" Dearator Fitting JOSAM 56000 SERIES 3 � FL 5702 NOT TO SCALE P201 SUPPORT TANK FROM BUILDING STRUCTURE VACUUM BREAKER 2" HW (160'), THERMOMETER (m'.) 3/4" HWRr9_� -`- I CIRCULATING PUMP (RCP -2) - / 2" I P201 P701 2" c, 2n BALANCING VALVE- -STORAGE TANK DRAIN (" CONC. PAD UNION TYP. (TYPO NOTE: WATER HEATER/TANK ARRANGEMENT PER PLAN, SHOWN HERE FOR CLARITY OF PIPING CONNECTIONS AND ARRANGEMENT --- EXPANSION TANK (10 GAL.) THERMOMETER T & P RELIEF VALVE (TYP.) PIPE FULL SIZE TO F,D. (TYP.) FLU E ,,-GAS FIRED WATER HEATER (GWH-1 & 2) TWO UNITS STACKED (ONE SHOWN FOR CLARITY) 4" CONC, PAD CIRCULATING PUMP PROVIDED BY HEATER MANUFACTURER LAUNDRY P201 I P702 NOT TO SCALE lam PLANS REVIEWED CITY OF L SANFORD Z F, g T; o �� �, Bew WZ_�° ZW o A 0 ��13 �c � o m M w�$ u T d Z a Eta Z a a�g6 A m I i xaw ............. ,.,cam i - �.. ..............m..... k,,..m. -._ ...- .ax..x.m — __— — n.....,„.,..,.. _. .>.,..,__.f.. ,,...,m 'f • f _rew.._.._... ...a ...r_.ri..sa .......u,,,n „u„v,. :,.av:c:. .. ,,, ` � __ A „vnrm, v,nv.vrw r, n rnwnmr MMVN wr.,. vnv,mMwnxlnwmwnxw:rmvm,H,x rn v. en,�� ^$ • •-^•^^^��� :,,nn,. vmA xn.. ' f£ ,� £# ........ .... �..... .... ,... .......... �„ ,._.......__.._......_..m�............. SS; m o _ 2 1� F`�; M. 00 ............ ,ate �,k,'a=����t,�:.... _ .. �:.'. .� .,.....� � , v., ,,x , . ___x_.....,.wao, � •. ,,,.- rr...x:«rm°""M:'� f I € ; f ' `r i 2" 2" s i I i z s1. AERATOR a FITTING r - Ln I 1 o C'-1------------ >, 1 I M Y I r 2 TE3 -1 I UT -1 Q°� I • _ _ _yyR BT-� 1 - _ ______ __ ..... ---'---------- I I BT -2 ° € s, 9, " i SH -1 - _€ I WR I I 2 2_: I o SR 2 z I S-1 i i i' `k WR4 ? WR4 i £ 'f 3 E I o S-1 ........... n.. EE 3 £ # e 3 E f # S-1 S-1 � �'. ?, i i£ f � WR �,.., # x' L-2 ?€ ° L_.-2 I £ --y I I 'e� o i 11 I I._m:.,«R.............................�......,..mm..,n•Aacncv�s `ev` 'IF f ; y... Y# t., 2v`•t`'... /" I g ti� er £! E £ Iii"i 1 4 j II 4 ,,,xve e: ,.,:,,. ., .... qro j ,,�'` t}` P f.,_.._ _..) '" • o ° # n .. `may � fl; t ��, �, rr . 4� 4E � £ '�,.,;.� " e ly- z+'" ` f 3 { i .,•._ !� rr ..<»_.,_..__......_��.: .m....f/ \. e tf emxmxmzxwxwxxxwx�.� `ZV "�:vxv,-.-mx�.vmvx,-v:.vn E( f £# .;»S 2 �k. ti. _..._ ......... .....i . L__ _ ;t h € r —..' '""'------ --- -- ..._:... _.r_ _.............._._........"."...,....,� � --- £ I '3 �. .,.,.,..�,...�., t r � E! :{�„ •�': � 2 :.w � I � �. .,.,� CL C-2 3 SR3 4f � ; �F6 !� r� { E ir,r ft a WC -2 3 € if ° hWC # Y .. WR1w, m m„�,.,, .. AERATOR _ AERATOR I F_FITTING m �.,,a�.�y , e., ,...M w,. , :., FITTING E �.a SR £ .,..,.....m. _. m. Z • .,<.M _.... x AERATOR SR3 FITTING Z fi! Z TYPICAL UNIT N TYPICALUNIT PLAN TYPICALUNIT PLN PI UNIT N _ � SCALE: 1/4” = 1'-Q" SCALE: 1/4" = 1'-0" SCALE: 1 /4" = 1'�-'0" SCALE: 1 %4" = 1'-0" 0 - IV IV IIS IV 1 Ly Lu cls' Z � cx T TOP FLOOR TOP FLOOR 3 QTo�- TOP FLOOR o���''r'rc�`�paG C �� 211�9C''f" 004 ,� S �E� s, z S,��3. 9�'�'.q� �r•� `�^ "`�, �, TYPICAL5 FLOOR STACKBM ca � INTERMEDIATE `�= INTERMEDIATE �`��"INTERMEDIATE NO SCALE FLOOR FLOOR 3f' 'i'Q� FLOORCie s ''�"� ate,. `�✓s '¢' 90� `��•�, „-. ���-� r -s I �'�� �yQ �.-. r'ol -� " J I 2 �� �\ 1 HCO F�� G J HCO GROUND FLOOR 'S'QQa GROUND FLOOR 2 �`� yC�o� '"- I �,G s"- `R''s 3�12 I GROUND FLOOR rc I�•� o"�,�v �� ti c 1-2, NOTE: -INCREASE SOVENT STACK, � _ AERATOR AND VTR TO 4 WHEN N � m L u CONNECTED FIXTURE UNITS EXCEED � � z r- $$ o 64, PER DESIGN MANUAL 101/0 a Co �o �r � < a rn �I 'uA d ° fit/ 3" AERATOR AND STACK FOR �U��9/2 �,9 ���,a PLANS p� N gra yam' FOUR STORY RISER, 4 AERATOR �'t, � � >�A�F®�� ���,����� AND STACK FOR 5 STORY RISER ��/ti � }}}}} �@ 0. T ° T ISE I � VENT ISE DIA VENT RISER DIAD SOVENT RISER DIA, LAVATORY RISER I 4 FLOOR STA BASE JZ � :6 g a P101 P401 NO SCALE P101 P401 NO SCALE P101 P401 NO SCALE P1 q1 P4g1 NO SCALE z 0 NO SCALE n €1 n P101 P401 NO SCALE � � a � ��5 � � 0 4 FLOOR: TOTAL STACK FU = 64 4 FLOOR: TOTAL STACK FU = 24 4 FLOOR: TOTAL STACK FU = 25 4 FLOOR; TOTAL STACK FU = 32 l� 4 FLOOR; TOTAL STACK FU = 15 W � 3" STACK 3" STACK 3" STACK 3" STACK 3" VERTICAL CW&V STACK N cS o v SHEET NO. REV. NO.: q Y 5 FLOOR: TOTAL STACK FU = 80 5 FLOOR: TOTAL STACK FU = 30 5 FLOOR: TOTAL STACK FU = 35 5 FLOOR: TOTAL STACK FU = 40 5 FLOOR; TOTAL STACK FU = 20 MM Fr Lou F7 4" STACK 3 STACK 3 STACK 3 STACK 3" VERTICAL CW&V STACK rr% 4 0 1 i 1 110 � 1 1 P40 P701 P40 P701 P40 P701 P40 P701 TP40�P701 10 P40 P701 P40 P701 WC WC —e BT/SHWR 1/2" TYPICAL LAY LAV S-1 yyPB LAV VENDING/ICE FIFTH FLR. _ ..m, — FIFTH FLR. _ _ _._____ _ 2 __ __.. 0 3/4" 1/2 1/2" 1/2" We WC BT/SHWR LAV LAV S-1 � —2 CLOTHES WPI3 LAV WASHERS t--2 VENDING/ICE FOURTH FLR, FOURTH FLR, 3/4"' 1/2" 3/4$° 3/411 3/4°0 1/2" 1/2" 3/4- 3/4„ 3/4„ 1 /2°9 _ 1/2" WC WG --e �' BT/SHWR LAV LAV --eS-1 CLOTHES WPB � � LAV VENDING/ICE WASHERS THIRD FLR, THIRD FLR. 1" e � e 3/41f 3/4,° 3/4„ e 3/4„ , 3/4" 3/4„ 3/4,> 3/411 1/2" 3/4„ 3 4" WC WC BT/SHWR LAV -e LAV q S-1 WPB q LAV / SECOND FLR VENDING/ICE SECOND FLR 1„ 3/4„ 3/4„ 3/4„ ' 3/4» 3/4„ 3/4„ 1/2" 3/4" FOR GROUND 1/2" FOR GROUND 1/2" FOR GROUND 1/2" FOR GROUND 1/2" FOR CROUND FLOOR WHERE FLOOR WHERE FLOOR WHERE FLOOR WHERE FLOOR WHERE1/2" FOR GROUND INDICATED ON PLAN ' INDICATED ON PLAN INDICATED ON PLAN INDICATED ON PLAN INDICATED ON PLAN FLOOR WHERE INDICATED ON PLAN FIRST FLR FIRST FLR WC e--_ WC WC WC LAY LAV WC WC WC VENDING/ICE R-1 WATER RISER WR -2 WATER RISER WR -3 WATER RISER ATEA._ RISE WR -5 WATER RISER WR -6 WATER RISER R-7 WATER RISER NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE CW F.U, = 17.6 CW F.U. = 4.0. CW F.U. = 4.0, CW F.U. = 4,0 CW F.U. = 10.0 CW F.U, = 4,0 CW F.U. = 6.0. HW F.U. = 4.0 HW F,U. = 4.0 HW F.U. = 4.0 HW F.U. = 10.0 HW F,U, = 6.0 a IN JOIST IG SPACE BELOW FLR ABOVE BRONZE CLEANOUT PLUG P201 4" 3" VENT UP TO SOVENT STACK 3" PRL FCO r� AR. r® ti��,o rrr I I 0.1 0� I `IN. - I Ile 40 Ilk 0 o ,[a .'I Y r I ooh 41 I 3''PR4 % pe, r I IIN <1 NO SCALE \-3/4" P20 -1P701 3/4" HW (1407) T PREP AREA PARTIAL P141 P241 PLUMBING PLAN P102 SCALE:. 1/4" = V-0" 3/4" LAUNDRY HWR 2" TOWER HW r2" LAUNDRY HW 2" CW F-1-1/2" TOWER HWR 7 /e#f /4 enr\ I I I 6'a'f'rc, I NOTE: 3" VENT TO VTR, AT CONTRACTOR'S OPTION, .a. - 11E 3" VENT INTO SOVENT STACK AND ADD FU TO STACK LOAD, 4" STACK, AERATOR AND VTR REQUIRED, PLUMBING RISER DIAD 2" ..NO SCALE 3/4 160' 4" r TER HEATER ROOM 3 LOBBY TOILET ROOM I T- �r-� P101 P201P101 P2a1 t�PLUBINPLAN LAlIN SCALE: 1/4" = 1'-0" P102 SCALE: 1/4" M 1'-0" 1. r ILI (4- LAUNDRY ROOt P101 P201 PLUMBING PLAN P102 SCALE: 1/4" = 1'-0" :T .Q� rpm CONDENSATE f w....., ; DRAIN STACK KIM RNIMD CITY OF WfOb i 'Lou 0 z A o Q i I 08 Z F4 z LLI W F� Q �G 0 FumMEIN" i MOWN 0 C�7 c V u W w I FFx ih O ce, ClCl LLJ ��// L/) Jti ii �_ �tl i ^" Lu 0 SHEET N0, REV. NO.; u vZol m err i p r,. R UN R - PLUMBING NAGE PLAN SCALE: 1/8" - l' -Q" �+ w i i..vv�a. v�rau ianu i� uaiv vvvua STACK ABOVE AERATOR OR DEAERATOR FITTING WITH A TURN DOWN CONNECTION TO STACK. ®HUB DRAIN FOR A/C CONDENSATE DRAINAGE, SEE MECH. DRAWINGS FOR CONDENSATE "P" TRAP PIPING, COORDINATE EXACT LOCATION OF HUB DRAIN WITH MECHANICAL CONTRACTOR PRIOR TO ROUGHING -IN. 1-1/4" CONDENSATE DRAIN STACK, COORDINATE INSTALLATION WITH MECHANICAL CONTRACTOR, CONNECTION TO A/C UNIT BY MECHANICAL, BELOW SLAB AND BELOW GRADE PIPING SHALL BE 2" AND ROUTED AS DIRECTLY AS POSSIBLE TO DRYWELL. ®COORDINATE EXACT LOCATION OF FIRE PUMP ROOM FLOOR DRAIN WITH EQUIPMENT AND HOUSEKEEPING PAD LOCATIONS PRIOR TO INSTALLATION. hAt aEviEwEu CITY OF 5ANFORD t '='-' � -•:..+ 'ik «.'•' ,,.' it \�\> � �r �' .fir.,-•• `-� 3 1 � 11, ' s ..,,„. ...__ X02 P,7 ...............5I � �P102 P7 z`5��Y.§�s�+��.Yt.. �.�Y,t - _.._�WR6 ...., .. t��t...}}�.t�i��is � 4 _.._ • �--°--� i _ ,,. __ x� t� r__ __.t��� s .,,,»...,w. .,.,,m,,..,. , .:.,.�,. � ,,:,».,,,.,, ,,,_» , v��fY,,r.. .,...rr._m.�"�w'..M7•r ,a,•Y'.. „�"~ C>" �h >,��C,�;'”.�. Y� "_ _,.,..._..0,_...1 _ 4 " _ ,�, iSfst•' ��• Y r'�r.�.m:r��%s� r_ 4 ��'i rr�'� { i r'M1Yro...,<.— f 3 __..._....$,._-._.. ...__-W-S3_.—,,._... _ ��_r "�1 r" v3/"`�Z.��711 Y `�rJs�%I i•wvr z � 'r•' "�?��-��c I . �..yam.._-- _ -_ ,,: ....._.. , .- i} : �_.+ "'",� `;:•,.• i� £ `V ":y it ,,.,�''� ,,r'` _.�_.. � g f ' 1 r.,,"•'^' s��y ->� Vie: ,, ; � 3 ® �! 1 �� � s - . m s s _I �I y v� �� ,� - m� 3 3 } f E i s= E G a T_ . . ...... 4— N_, $' a f E 2 �: 2 ; ri' ;� ' h DOMES}10, r _ _ . _ _ .: ; $ e E TER PUMP+ . -- _� 1 xf s E ,--E-- u.r,. .0 -crm u f • •• S Y'� ..Y�,'..._�S-_�..._ ISN ,�"'r•t I 6 Y.............. .. ......... j ......,.,.m.,m..�m,.,. L 3-1/2" 1 t1. if f tee. FLUE PIPING, SEE MECHANICAL PLANS —� �,,.__....._:.__.,_,_,.______. ,. _ ..__,.._ , ww�.,.. 1-1/2" 3/4 (TYP UNO)vb 3.. �pY:'.......... s f—- ° 1" CW TYP UN 1 _ E E } f } 3 — —3 4 H W FTI 3 3 3 3 f M} } s 1a k ' j,Y M�3; , ... .,... ..} „ ' I 3 �a .1 -��-� i�•'-� 2 �� 31T-+�E -------- ---I 11 11 �'� 4... '• , } f 3 mix � " #T 1/2 1 HW (TYP UNO —� — wT,—.�zffm"I `•` 8 1_......,----....mm_..............mm,,,,m•..,, 3,.,...,..,...g.,._.m:,...�.,�.:,..�.,m..,..... _.._.",-.....�..m,..mt t,..:.,.:,.: ..,..... ... ,.. ......... ,... .. tf e 3 3 t �\\-1-1/4"k } 3:. , 1 CW (TYP ; .. f £ 1 , z' e " a LSs#s,ES?f� i 3 [ i._s.._/ E i 1 a: mmmm _ i - __....._-.-_•._...., 't)". ,. _.», .. _.,,.,. w��.:� «:aaW,.;. � '"`.` ''3, �� • _ _ 21-1/411 r 1 1 2 y _ / m„ d '�. r - �� scova - / ik,•, ,X' 3tlF• -S7• 1 s 3 $ x 4 3 4 F �•�°' _ _ � ..— ... TYP UNa , 8 - _. ' .____...._....._____""'___. ._ _. _..._ 14-....•..,._ .....__.., 17 yA w.l, 1/ 22' 2-1 2 2-1 2 s' _ g 2-1 P,Y F`:. .............._ rl.__ t — �mwMw.r"�w.. ,�_ ���...�.�>r;H,�,,.,,�.�w_._...�w.,. .� >au�»,.,,�w»,. ,,r,_"", .�3��-' —R1 Q2• P7Q ---�-- ----iso° —_ } _ _ago_,.__. ._ _ __ _., _ ._.,._,,,...16b r' -- o°—' --- i iso• _ _^ �srr— --- Iso° _ �� 1" 3 �„ 3/4" „ 3 �It 4 I 3/4" HB -2 _ _ f „ 1—i 4 1 I n _ —1 _— .:... IV I 1 1 4 s 1. R s �f „r mmm ....,...._ ............. � . _ ....�.,, r 1 � 3 „ , „ I 2F 2 GAS4 € 2 S r }e f >, s;— ........ _,., _. __..,._.... __ W1 2 .. _ / €.r. GA 3/4 HW • ,•,x' ;� ti I I 2 iaAS 1-1 2 V C \ f I / ti - _._,.,, ,_•.., _ .. GAS.,, -- 3/4 160 - -3/4## ( „ r „ 3 ' e}{ A � ti , �f 3 ; '`, ��. 3 , �--'-'---- r�._. _./�.�,' W 3 � { �•�" �r ., �..•- ' �( C I_--''` � � ""' `>j~.,.�•!c' � � 5 4 2 1 HWR _ ;i. `f d t 4 1} / Y 2"GAS rt / y' � I ¢ @,a�� _..__ ,_..._.—.. _.,,• � . _ u,. 'a;`y i'�.I:.r"" �� � - �r�$ i s 3 "rS'� . I F �� r' £ i€� ! I �`.s � t `��,•» I } I �?; i- 2 E 4 r• „ E ' Tt#'.. _ X1/2 HWR Rot rA {S` i ; 2 E r 4, WR — — — — — — — — — —£ • ''+ , ''`� ,gym",....,, - r -_ _. ,. _ _ _ 3/4!'GASWP LOCHINVAR SIDE o 'WALL •VENT • KITS i ' I `r 2 ,,� .• _. �_.�.�..,,} 1 r -.. ..._.. vl . S �mE • Y 3 8 L,� Y; � r x' e y ���":'r=.mumLid w G ems E` r f i >J.' } w q _ f r✓,%`al f w a 3 4 CW3 _ r �r b- r+' • 4 yy,•,. - ..,M . .E. .......,»._..... .: Y.w WITH STACKING GWH— �....,'...,...................... .._._i .. FRAME;.f:i.<;iaePrri�s}4G•` T' RE LL_ k a <3 - if1 I-4 I O2 P241 I== :............._�.m..,...,. i1, 33 __— s }} P1 I = Mts�f —"y •� I P1 Q2 P2Q1 P1 02 " ! P 70'' r _ 3/4 H6-2 ; 3/4" - LAU Nf'f 2" CONDITIONED HOT HWR �, ,f' WATER 1.0 LAUNDRY —1-1/2" CONDITIONED WATER SUPPLY TO �4 " WATER SOFTENING SYSTEM, SEE SPECIFICATIONS i 1-11/2" HWR L�UNDRY +/" HEAR .SUPPLY - t e WATERSOFTENER ROOM PARTIALP LAN SCALE; 1/4" = 1'-0" Isy �_.m,m.,,....:.__.._...yy77Im m. m,,,.•, .. ...._,__ I HIM S T k f E f E Hof{ii4„ c E lJ L ,ATE PWMBING PLAN ,X) SCALE: 1/8" = 1'--0" �/ Ef—<s P102 P201 1 ; DRAWINGNOTES THESE NOTES APPLY TO THIS DRAWING ONLY L_' I GAS SERVICE BY LOCAL GAS COMPANY, COORDINATE INSTALLATION L '_1 AND EXACT LOCATION WITH GAS COMPANY PRIOR TO ROUGH—IN OF PIPING. GAS METER, PRIMARY AND SECONDARY REGULATORS, VALVES AND ACCESSORIES BY CAS COMPANY. DOMESTIC WATER SERVICE FOR 200 GPM AT 25 PSI AT PUMP SUCTION, LTJ CONTINUATION BY SITE UTILITIES CONTRACTOR, SEE SITE UTILITIES PLANS FOR CONTINUATIONS, ROUTE GAS TO FIRE PLACE, PROVIDE SHUTOFF BALI_ VALVE, COORDINATE FINAL CONNECTION REQUIREMENTS WITH FIREPLACE MANUFACTURER'S DATA, Z ; oa hoa.- m ZLu L o,a w� w z .£ A � Z3 6' G;, 0 e�C a a WORE- ii§ w ?a a, o, ago 4 M sn a T102 m 1 THESE NOTES APPLY TO THIS DRAWING ONLY WATER RISER FOR GUEST ON THIRD AND FOURTH FLOORS :CTURAL PLANS FOR EXACT FOR ICE MACHINE, PROVIDE STUB—OUT FOR CONNECTION ICE MACHIINE AND FILTER. DRAIN RISER, SEE P101 COORDINATE CONNECTION MECHANICAL CONTRACTOR. SCALE: 1 /81f = 1'-0„ -- TYMALk (2,314) L UMI (� ) SCALE; 1/8" = 1'_0„ Aii `REVIEWED CITY OF SANFORD 0 in Z � z cr 0 W W U W r LLJ �-' Q j rr.... W D t � 0 h cC know o (A ILL. W V 0 fFn-- 0 Q � U. IL SHEET N0, REV, P103 I i 10 I1) 12 13 14 15 16 _r _r p GAS DEMAND E 350,000 BTU/F VERIFY CAPACI- EQUIPMENT INS E2] GAS METER. BY GA G f 1.1/� 1�9�YER a�Y cFy rH GAS DEMAND ESTIMATED AT 165,000 BTU/HR PER DRYER. VERIFY CAPACITY WITH ACTUAL EQUIPMENT INSTALLED. ROOF U � � -- ---.. SCALE; 1/8" = 1'-Q" !� VENTS MAY BE COMBINED FOR FEWER ROOF PENETRATIONS, IF SIZE IS INCREASED PER SQVENT DESIGN MANUAL 101/0, SUBMIT SHOP DRAWINGS AND MAINTAIN AS -BUILT DOCUMENTS. a GAS METER SHALL BE PROVIDED AND INSTALLED BY LOCAL GAS COMPANY, METER SHALL BE COMPLETE WITH SHUTOFF VALVE, PRIMARY AND SECONDARY REGULATORS FOR 14" W.C. OUTPUT PRESSURE. METER SHALL BE SIZED FOR 2,500 CFH. GAS PIPING BEYOND METER BY THIS CONTRACTOR. PLANS, RIVIEWED CITY OP tANFORD PACKAGED TERMINAL AIR CONDITIONING UNIT SCHEDULE TAG AHU-14 CFM COOLING CAPACITY BTUH HEATING CAPACITY ELECTRICAL MOISTURE NOVA REMOVAL MANUFACTURER MODEL NUMBER NOTES VOLTS/O FLA MCA MFS PTAC-1 OUTSIDE AIR FLOW (CFM) - 340 8800 3.0 208/1 0.5 19.3 20 3.0 CARRIER 52SED3093 - PTAC-2 55.5/55.5 380 11600 2.3 208/1 0.7 13.5 15 3.5 CARRIER 52SEC2123 - 1000 FACE AREA (SQ.FT.) _ 3000 1225 1225 550 550 ROWS/FPI Outside Air Flow (CFM) i 680 600, 150 150 EVAP. FAN: DRIVE TYPE DIRECT DIRECT DIRECT DIRECT EXTERNAL STATIC PRESSURE �� 0.30 0.30 0.30 0.30 HP 1/6 NOTES: 1. PROVIDE WALL SLEEVE, ARCHITECTURAL LOUVERED EXTERIOR GRILLE (COORDINATE COLOR WITH ARCHITECT), AND SUB -BASE. SINGLE PACKAGED AHU SCHEDULE PLAN MARK AHU-11 AHU-12 AHU-13 AHU-14 SYSTEM TYPE _ DX DX DX DX NOMINAL TONS 1% 11h 1'/Z 1'/Z AREA SERVED CENTRAL CORRIDOR CENTRAL CORRIDOR CENTRAL CORRIDOR CENTRAL CORRIDOR _ SUPPLY AIR FLOW (CFM) 580 580 580 -w 670 OUTSIDE AIR FLOW (CFM) - - _ - COIL: ENT. AIR TEMP. (DB/WB) 77.0/64.0 _ 77.0/64.0 77.0/64.0 77.0/64.0 LVG. AIR TEMP. (DB/WB) 55.5/55.5 55.5/55.5 55.5/55.5 55.5/55.5 TOTAL CAPACITY (MBH) 18.5 18.5 18.5 _ 18.5 SENSIBLE CAPACITY (MBH) - Supply Air Flow (CFM) 2250 2250 1000 FACE AREA (SQ.FT.) _ 3000 1225 1225 550 550 ROWS/FPI Outside Air Flow (CFM) i 680 600, 150 150 EVAP. FAN: DRIVE TYPE DIRECT DIRECT DIRECT DIRECT EXTERNAL STATIC PRESSURE �� 0.30 0.30 0.30 0.30 HP 1/6 1/6 1/6 1/6 VOLTS/0 1 208/1 208/1 208/1 208/1 - HEATER: STAGES 1 1 1 1 KW 0 RATED VOLTAGE 2.3 2.3 2.3 2.3 VOLTS/0 208/1 208/1 208/1 208/1 COMPRESSOR: NUMBER/STAGES 1/1 1/1 1/1 1/1 COMPRESSORS (RLA/LRA) 9.0/48 W 9.0/48 9.0/48 9.0/48 VOLTS/0 208/1 208/1 208/1 208/1 CONDENSOR FAN: _ FANS (N0./HP) 1 / 1/6 1 / 1/6 1 1 / 1/6 1 /1 /6 VOLTS/0 208/1 208/1 208/1 _ 208/1 UNIT POWER REQUIREMENTS: MCA 19.0 19.0 19.0 19,0 MFS 20 20 20 20 BELT EER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 SEER MANUFACTURER FIRST COMPANY FIRST COMPANY FIRST COMPANY FIRST COMPANY MODEL NUMBER 18 DIU 18 DIU 18 DIU 18 DIU OPERATING WT. INCL. CURB (LBS.) 340 340 340 340 Motor (HP/RPM) 1,0/700 1.0/700 0,33 HIGH 0.33/HIGH NOTES: 1 PROVIDE PROGRAMMABLE THERMOSTATS WITH CLEAR, VENTILATED, LOCKING COVERS, 2 PROVIDE EACH UNIT WITH FIRESTAT, 5 MINUTE ANTI -CYCLE TIMER, AND MANUAL OUTSIDE AIR DAMPER, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3 PROVIDE COMPRESSORS WITH 5 -YEAR WARRANTY, SPLIT SYSTEMA AHU SCHEDULE Plan Mark AHU-1/CU-1 AHU-2/CU-2. AHU-3/CU-3 AHU-4/CU-4 AHU-5/CU-5 AHU-6/CU-6 AHU-7/CU-7 AHU-8/CU-8 �~ AHU-9/CU-9 AHU-10/CU-10 System Type QX DX - _ - , DX DX DX DX_ DX DX DX DX Nominal Tons 7'/z 7'% 2% 2% 10 3h 3h 1'/� 1'/� 1'� Area Served _^ DINING/PREP MEETING ROOM EXERCISE ROOM BOARDROOM LOBBY OFFICES LAUNDRY 3RD FLR LAUNDRY 4TH FLR LAUNDRY 5TH FLR TV ROOM Supply Air Flow (CFM) 2250 2250 1000 1000 _ 3000 1225 1225 550 550 550 Outside Air Flow (CFM) i 680 600, 150 150 450 200 100 0 0 0 a INDOOR UNIT Coil; Ent. Air Temp. (DB/WB) 80.6/68.0 _ 79.7Z67.3 .80/67 80/67 80/67 78.0/65.9 76.2 64.5 80 67867 200 80 67 Lvg. Air Temp. (DB/WB) 55,5/55,5 - 55.5/55.5 56/55 56/55 56/55 55.5/55.5 55,5/55.5 56/55 56/55 56/55 Total Capacity (MBH) 88,3 88,3 28.0 28.0 110.7 39,3 39,3 17.4 17.4 17.4 Sensible Capacity (MBH) :; 61.4 61.4 1915 19.5 79.7 27.7 27.7 12.3 12.3 12.3 Face Area 8.33 8.33 2.97 2.97 _ 10.0 3.46 1 3.46 1 2.23 2.23_ 2.23 Rows/FPI ` 3L1 5 3 15 3/14% 3/14X 3/17 31141h 31141h_ 2 14% _ 21141h 2/14% Evap. Fan: Drive Type _ BELT BELT DIRECT DIRECT BELT DIRECT DIRECT DIRECT DIRECT DIRECT External S.P. 0.80 0.80 0.40 0,40 0.80 0.30 0.30 0.30 0.30 0.30_ Motor (HP/RPM) 1,0/700 1.0/700 0,33 HIGH 0.33/HIGH 1'! / 753 0,50 MED _ 0.50 MED 0.20 MEDIUM _ 0.20/MEDIUM 0.20 MEDIUM Volts/0 208/j 208L3 20$ 1 208/1 208/3 208/j 208 1 208/1 208/1 2081 Heater: Stages_ 1 1 1 1 1 1 1 1 1 1 KW @ RATED UNIT VOLTAGE 15 ® 240V/30 15 ® 240V 30 6.0 6.0 15 @240V/3 6.8 6.8 2.3 2.3 2.3 Volts/0 208/3 "208/3 _ _ 208/1 1 208/3 208/1 208/1 208/1 208/1 208/1 MCA 55.7 55.7 43.0 __208 43,0 55.7 47.9 47.9 16.2 16,2 16.2 MFS 80 _ 80 45__ 45 80 - --- -- 50 50 20 20 20 Manufacturer CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER W CARRIER CARRIER CARRIER CARRIER Model Number 40RMOQ8 40RM008 FB4ANA030 F64ANA030 40RM012 FB4ANAO42 FB4ANA042 F134ANA018 FB4ANA018 FB4ANA018 OUTDOOR UNIT Compressor. Stages (No./Stages) Compressors (RLA/LRA) 31.5/160 31..5160 13.7/75 13.7/75 39.7/198 17.3/105 17.3/105 8.6/49 8.6/49 8.6/49 Volts/0 208/3 208/3 208/1 208/1 208/3 208/1 208/1 208/1 208/1 208/1 Unit Power Requirements MCA _ 42.5 42,5 17.9 17,9 52.7 23,5 23.5 11.3 11.3 11.3 MFS 50 50 25 25 - 70 _ 35. 35 15 15 15 Manufacturer CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER Model Number 38AKS008 , 38AKS008 38TKBO30 38TKBO30 38AKS012 38TK6042 38TKB042 38TK8016 38TKBO18 38TKO018 Condensor Fan: Fans (No./FLA) �- 1/3.1 1 3.1 1/0.8 1/0.8 1 3.1 1/1.4 1/1-4 1/ 1 0.5 1 0.5 Volts/0 208/1 208L3 208/1 208/1 2Q8/3 208 1 208 1 208 1 208 1 208 1 EER/COP 9.9/- 9.9/- 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER Oper, Weight Indoor Unit 385 385 120 120 45 146 146 96 96 96 Oper. Weight Outdoor Unit 510 510 158 158 564 230 �:. 230 138 _ 138 138 ;NOS 1 PROVIDE THERMOSTATS WITH CLEAR, VENTILATED, LOCKING COVERS. 2 PROVIDE EACH UNIT WITH FIRE.STAT, 5 MINUTE ANTI -CYCLE TIMER, AND MANUAL OUTSIDE AIR DAMPER. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 3 PROVIDE COMPRESSORS WITH 5 -YEAR WARRANTY. EXHAUST FAN SCHEDULE TAG TYPE AREA SERVED DRIVE CFM ESP. RPM MOTOR MANUFACTURER / MODEL WEIGHT NOTES HP V/PH EF -1 CLG CAB GUEST ROOM TOILETS DIRECT 50 0.375 980 28 W 120/1 LOREN COOK LITTLE GEM -II 25 1, 2 EF -2 CLG CAB GUEST ROOM TOILETS DIRECT 80 0.375 1043 33 W 120/1 LOREN COOK LITTLE GEM -11 25 1, 2 EF --3 INLINE FIRE PUMP ROOM DIRECT 410 0.375 1000 281 W 120/1 LOREN COOK GN -640 50 1, 4 EF -4 INLINE MECH/ELEC ROOM _ BELT 680 0.375 862 1/8 120/1 LOREN COOK DB -8 100 4 EF -5 INLINE POOL SUPPLY DIRECT 200 0.25 1625 120 W 120/1 LOREN COOK GN -340 25 4 EF -6 INLINE MEN'S TOILET DIRECT 350 0.25 1200 145 W 120/1 LOREN COOK GN -520 50 1, 3 EF -7 INLINE WOMEN'S TOILET DIRECT 350 0.25 1200 145 W 120/1 LOREN COOK GN -520 _ 50 1, 3 EF -8 CLG CAB EMPLOYEE TOILET DIRECT 110 0,25 1200 56 W 120/1 LOREN COOK LITTLE GEM -II 25 1, 2 EF -9 CLG CAB ELEV MACH RM DIRECT 60 0.25 1000 28 W 120/1 LOREN COOK LITTLE GEM -11 25 5 - 0.05 12"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 4 EXTERIOR WALL LOUVER - 0.05 18"x12" NOTES: 1. PROVIDE BACKDRAFT DAMPER, DISCONNECT SWITCH, AND SOLID STATE SPEED CONTROL FOR BALANCING, MOUNTED INSIDE FAN HOUSING. 2. INTERLOCK WITH LIGHT SWITCH, 3. INTERLOCK WITH ASSOCIATED AHU. 4, INTERLOCK WITH LINE VOLTAGE THERMOSTAT SET AT 80' F. 5. RUN CONTINUOUSLY DIFFUSERS REGISTERS AND GRILLES SCHEDULE MARK TYPE MAX. NC LEVEL MAX. PD (IN. WG.) SIZE INCHES (Face/Neck) MATERIAL FINISH MANUFACTURER MODEL NUMBER REMARKS A LOUVERED FACE SUPPLY DIFFUSER 27 0.10 24"x24712-0 0 STEEL WHITE MSB TITUS TMS- OB LOUVERED FACE SUPPLY DIFFUSER 27 0.10 24"x24"/10"O STEEL WHITE TITUS TMS - C LOUVERED FACE SUPPLY DIFFUSER 21 0.10 24"x24"/8"0 STEEL WHITE TITUS TMS - D TRANSFER/RETURN/EXHAUST GRILLE 25 0,06 24"x24"/22"x22" STEEL WHITE TITUS 50R ('/i"x'%"x1") -- E SUPPLY GRILLE - 25 0,10 ,14"X10"/12"x8" STEEL WHITE TITUS 272RL DOUBLE DEFLECTION F TRANSFER/RETURN/EXHAUST GRILLE 30 0,06 24"x12"/22"x10" ALUMINUM WHITE 11TUS 4FL W/ OPP. BLADE DAMPERS G LOUVERED FACE SUPPLY DIFFUSER 27 0.10 12"x12"/8"o STEEL WHITE TITUS TMS - _ TRANSFER/RETURN/EXHAUST GRILLE 30 0,06 32"x2O"/30"x18" STEEL WHITE TITUS 50R - I TRANSFER/RETURN/EXHAUST GRILLE 30 0.10 8"x8"/6"x6" STEEL WHITE TITUS 50R ('/z"xlh"x1 L1 EXTERIOR WALL LOUVER - 0.05 18"x18" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 EXTERIOR WALL LOUVER - 0.05 48"x24" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 3 EXTERIOR WALL LOUVER - 0.05 12"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 4 EXTERIOR WALL LOUVER - 0.05 18"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 5 EXTERIOR WALL LOUVER - 0.05 30"x18" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 6 EXTERIOR WALL LOUVER - 0.05 2 0 24"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 4, 5 EXTERIOR WALL LOUVER - 0.05 12"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 8 EXTERIOR WALL LOUVER - 0,05 36"x18" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 9 EXTERIOR WALL LOUVER - 0.05 18"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX- 5 EXTERIOR WALL LOUVER - 0.05 2 0 48"x24" ALUMINUM NOTE 3 RUSKIN ELF375DX 4, 5 11 EXTERIOR WALL LOUVER - 0.05 30"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 EXTERIOR WALL LOUVER 1- 0,05 30"x12" ALUMINUM NOTE 3 RUSKIN ELF375DX 5 NOTES: 1. ALL HVAC DUCTWORK, UNITS, REGISTERS, GRILLES AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TILE CEILING. 2. ALL SUPPLY AIR DEVICES ARE TO BE FOUR WAY THROW UNLESS OTHERWISE INDICATED ON THE FLOOR PLAN. 3. COORDINATE COLOR WITH ARCHITECT. 4. INSTALL ONE LOUVER WITHIN 12" OF BOTTOM OF STRUCTURE AND ONE WITHIN 12" AFF. 5. PROVIDE WITH INSECT SCREEN � v'EWER CITY OF SANFORD PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSMD IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407,246.1688 0 Copyright - All Ideas, designs, methods and plans Indicated or represented by thls drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JoBt. arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 .corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc, a A 0 Z L01 _O L0 11) I I LJ `) F- OL � u LLJ� O • � N Q� o� Z it a ow W o� W Q oLLJ~ r� .� w C as cY r _J (� W W IJ U U r, U 00 O U UJ Q' W� (, f) L LJ LL V) 16* U. V z 1 Ica � O V) _ w , 6 LL wlyoo �- s:owo-�-m cnr w�v_rr �w a�yas�z�. w v: F- w CU -t UUPU (L") {(n 111 f'0. 7) UW.U, VZ7U LCw0�UILI0. z$O0O �Q` F Q�U�Q� o x7J z 1 2w zoo NSW a�-� z0ii°-roaW wLU-1)51ULC ~U ��W I-rUWU DrSt-LSU M W LLJ tu- m V O • Q J � 5 • Ll x SHEEP N0. REV. NO.: Q M501.. GRAVITY ROOF VENTILATOR LI ROOF ' TWO HOUR ARCHITECTURAL CHASE �I 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL ? 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE EXHAUST DUCT CHASE N F-1 — 5TH FLOOR CEILING .BATHBQQM PACE G (50 CFM) I, (50 CFM) 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL WITH 22" TURN UP IN CHASE >l�f I EF -1 EF -1 (50 CFM) } {50 CFM) 4"0 GALVANIZED 26 GAUGE I DUCT STUBBED THROUGH WALL WITH 22" TURN UP IN CHASE I FF-1 8"X20" SHEETMETAL EXHAUST DUCT CHASE 4TH FLOOR CEILING 8"X20" SHEETMETAL EXHAUST DUCT CHASE 3RD FLOOR CEILING € GRAVITY ROOF VENTILATOR T ROOF 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL WITH 22" TURN UP IN CHASE— TWO MOUR ARCHITECTURAL CHASE 8"X20" SHEETMETAL EXHAUST DUCT CHASE 5TH FLOOR CEILING BATHROOM SPACE 1� (50 CFM) (50 ;CFM) 4"0 GALVANIZED 26 GAUGE i DUCT STUBBED THROUGH WALL f 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE EXHAUST DUCT CHASE EF-1- 4TH F- 4TH FLOOR CEILING ji (50 CFM); t (50 CFM) 4"0 GALVANIZED 26 GAUGE ! DUCT STUBBED THROUGH WALL " " 8 X20 SHEETMETAL WITH 22" TURN UP IN CHASE EXHAUST DUCT CHASE I N EF -1 F-1 `y 3RD FLOOR CEILING €i 3' BATH QQl�1 SPACE € BATHROOM SPACE j (50 CFM) i.�: (50 CFM) (50 CFM) 3i (50 CFM) 4"0 GALVANIZED 26 GAUGE 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL ; >, DUCT STUBBED THROUGH WALL WITH 22" TURN UP IN CHASE 8 X20 SHEETMETAL WITH 22" TURN UP IN CHASE I 8"X20"AU SHEETMETAL EXHAUST DUCT CHASE I I EXHAUST DUCT CHASE i EF -1 ` F-1 `4E E-1 EF ;: 2ND FLOOR CEILING_ .__— ----- -------- _____ _______. _,__-.._________------._.__.___.._.__...__. �.__...........-_._�.�_.____ _...____.__-_._ m,_m.__ 2ND FLOOR CEILING f � I fl BATHROOM SPACE ? AIURQOM SPACE 3 ' (50 CFM} (50 CFM) (50 CFM) I (50 CFM) 4"0 GALVANIZED 26 GAUGEi 4"0 GALVANIZED 26 GAUGE i - DUCT STUBBED THROUGH WALL DUCT STUBBED THROUGH WALL WITH 22" TURN UP IN CHASE 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE 8"X20" SHEETMETAL } ' + EXHAUST DUCT CHASE _ __ EXHAUST DUCT CHASE N EF -2 EF -1 04 F-1 1ST FLOOR CEILING 1ST FLOOR CEILING DATHBQOM SPACE € i BATHRQQM SPACE (80 CFM) (50 CFM) (50 CFM) ER -1 BATHROOM EXHAUST RISER (530 CFM) ER -2 BATHROOM EXHAUST RISER 450 CFM NO SCALE NO SCALE t GRAVITY ROOF VENTILATOR GRAVITY ROOF VENTILATOR ROOF ROOF TWO HOUR HOUR I" AROCHITECTURAL CHASE ARCHITECTURAL CHASE 4 4"0 GALVANIZED 26 GAUGE "0 GALVANIZED 26 GAUGE ' DUCT STUBBED THROUGH WALL i SHEETMETAL WITH 22" TURN UP IN CHASE EXHAUST DUCT CHASE DUCT STUBBED THROUGH WALL w 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE --- 8"X20" EXHAUST DUCT CHASE i N - 1 e 5TH FLOOR CEILING .......................... ........ 5TH FLOOR CEILING BATHRQOM SPACE BATHROOM SPACE II (50 CFM) (50 CFM) y (50 CFM) 9 4 0 GALVANIZED 26 GAUGE _ 4"� GALVANIZED 26 GAUGE j DUCT STUBBED THROUGH WALL I " DUCT STUBBED THROUGH WALL Ir '� 8"X20" SHEETMETAL WITH 22" 'TURN UP IN CHASE 8X20" SHEETMETAL WITH 22 TURN UP IN CHASE EXHAUST DUCT CHASE EXHAUST DUCT CHASE i i N —1 —1 N ;a 4TH FLOOR CEILING 4TH FLOOR CEILING ....... ... .... . t BATHROOM SPACE BATHROOM SPACE (50 CFM) (50 CFM) I 1 (50 CFM) j 4"0 GALVANIZED 26 GAUGE tl 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL DUCT STUBBED THROUGH WALL WITH 22" TURN UP IN CHASE 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE i3 EXHAUST DUCT i EXHAUST DUCT CHASE ;+ N EF_2 € II - 3RD FLOOR CEILING 3RD ,FLOOR CEILING 3 ...... .. .............. is BATHROOM SPACE- BATHROOM SPACE (50 CFM) (80 CFM) (50 CFM) e ri4"0 GALVANIZED 26 GAUGE 4"0 GALVANIZED 26 GAUGE I DUCT STUBBED THROUGH WALL " DUCT STUBBED THROUGH WALL f 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE Iia 8 X20 SHEETMETAL WITH 22 TURN UP IN CHASE € EXHAUST DUCT CHASE EE EXHAUST DUCT CHASE V ii a N N — N N 2ND FLOOR CEILING ,�. 2ND FLOOR CEILING ............................... ; ............ �........................................ � c BATHROOM SPACE BATHROOM SPACE l (50 CFM) (80 CFM) (50 CFM) ER -4 BATHROOM EXHAUST RISER (200 CRNA) ER -5 BATHROOM EXHAUST RISER 40 CRM NO SCALE NO SCALE ........................ .. ............. .......................................... . .... .......... ..................................... . GRAVITY ROOF VENTILATOR __.—ROOF ___.__.__.._...-....___..�.__._._......_________.__. _ ___ ¢_ __......,.__.-..._.___.__.___-.__-----__.,...__._________---.---.,___ T_.._. . .,,. TWO HOUR , ARCHITECTURAL CHASE q j, 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE EXHAUST DUCT CHASE EF -1 EF -1 `y 5TH FLOOR CEILING _._.............._ _._.-.—.__....... _..___m_ _ ...—...._,_____ _,.,.........._.. BATHRQQM SPACE T (50 CFM) 11 ; (50 CFM) 4"0 GALVANIZED 26 GAUGE DUCT STUBBED THROUGH WALL 8"X20" SHEETMETAL WITH 22" TURN UP IN CHASE EXH A UST DUCT CHASE EF -1 R� 4TH FLOOR CEILING I Ell a; (50 CFM)`s (50 CFM) I 4"0 GALVANIZED 26 GAUGE s' DUCT STUBBED THROUGH WALL; " „ WITH 22" TURN UP IN CHASE $ 8X20 SHEETMETAL EXHAUST DUCT CHASE EE --1 EF -1 `~ 3RD FLOOR CEILING (50 CFM) t (50 CFM) 4"0 GALVANIZED 26 GAUGE { � DUCT STUBBED THROUGH WALL rj>, WITH 22" TURN UP IN CHASE 8 X20SHEETMETAL EXHAUST DUCT CHASE i N EF -1 -1 N ^-^ 2ND FLOOR CEILING UAIHRQOM SPACE (50 CFM) (50 CFM) R-3 BATHROOM EXHAU8T RISER (400 CBA) NO SCALE i I r } i t j P PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSHED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 v Copyright — All Ideas, designs, methods and plans Indicated or represented by this drawing ore owned by and the property of Peninsula Engineering, Inc. and were oreated, evolved and doveloped for use on and In connection with the specified project. Norio of the ideas, designs, JOBB: arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. INSTALLATION INSTRUCTIOS — VERTICAL 11/2 HOUR U.L. CLASSIFIED GALVANIZED OR STAINLESS STEEL CURTAIN TYPE IBD FIRE DAMPERS SINGLE OR MULTIPLE SECTION NOTES: 1. OPENING IN WALL SHALL BE A MINIMUM 1/8" PER FOOT LARGER THAN OVERALL SIZE OF GRAVITY ROOF VENTILATOR DAMPER AND SLEEVE ASSEMBLY FOR GALVANIZED STEEL DAMPERS AND A MINIMUM 316" INSULATE ENTIRE LENGTH PER FOOT FOR STAINLESS STEEL DAMPERS. MAXIMUM OPENING NOT TO EXCEED 1/8 PER 0 FOOT PLUS ONE INCH FOR GALVANIZED STEEL DAMPERS AND 3/16" PER FOOT PLUS ONE OF SUCTION LINE INCH FOR STAINLESS STEEL DAMPERS. OPENING SHALL NOT BE LESS THAN 1/4- LARGERC. q FOR ANY SIZE DAMPER AND SLEEVE ASSEMBLY. 2, SLEEVE GAGE SHALL BE AT LEAST EQUAL TO THE GAGE OF THE DUCT AS DEFINED BY THE BIRD SCREEN APPROPRIATE SMACNA DUCT CONSTRUCTION STANDARD AND DESCRIBED IN NFPA 90A f WHEN ONE OR MORE OF THE FOLLOWING DUCT -SLEEVE CONNECTIONS ARE USED (PLAIN WOOD NAILER "S" SLIP, HEMMED "S" SLIP, STANDING "S" SUP, REINFORCED STANDING "S" SUP, INSIDE SLIP FLUSH AT CONDUIT ENTRANCE JOINT, AND DOUBLE "S" SLIP.) 7 3. IF ANY OTHER DUCT -SLEEVE CONNECTIONS ARE USED, SLEEVE SHALL BE MINIMUM OF 16 z '`. o "' GAGE FOR DAMPERS UP TO 36" W X 24" H AND 14 GAGE IF DAMPER WIDTH EXCEEDS 36" OVERHEAD IN CEILING SPACE. NOMINAL 24" HIGH FLOOR STAND I OR HEIGHT EXCEEDS 24". w SEAL ALL PENETRATIONS WATER 6" MINIMUM z 4. MOUNTING ANGLES SHALL BE MINIMUM OF 1-1/2" X 1-1/2" X 14 GAGE AND FASTENED WITH Q v X10 BOLTS OR SCREWS, 1/2" LG. WELDS, OR 3/16" RIVETS TO SLEEVE AT A MAXIMUM CONSTRUCTION. SIZE TO CLEAR SPACING OF 6" FOR STAINLESS STEEL AND 12" FOR GALVANIZED WITH A MINIMUM OF TWO CONNECTIONS IN EACH SIDE, TOP AND BOTTOM (SEE ILLUSTRATION). MOUNTING ANGLES RETURN AIR DUCT. FOR GALVANIZED DAMPERS 50" W X 60" H OR 60" W X 50" H AND LESS CAN BE A MINIMUM 0 OF 1-1/2" X 1-1/2" X 16 GAGE. MAXIMUM FASTENER SPACING FOR 16 GAGE MOUNTING ANGLES IS 12" CENTER TO CENTER FOR VERTICAL INSTALLATION. MOUNTING ANGLES SHALL OVERLAP WALL A MINIMUM OF ONE INCH. a - 5. WHEN MULTIPLE DAMPER ASSEMBLIES ARE JOINED OR FASTENING DAMPER TO SLEEVE, PADS , DAMPERS SHALL BE FASTENED WITH NO. 10 BOLT OR SCREWS, 3/16" RIVET OR 1/2" LG. I WELD STAGGERED INTERMITTENTLY, AND SPACED 12" MAXIMUM C -C FOR GALVANIZED AND LONG SWEEP 90' 6" MAXIMUM C -C FOR STAINLESS STEEL. z L;,w W EXTERIO BIRDSCF PROVIDE GALVAN SLEEVE SEE Pb i I INTAKE LOUVER DETAIL SCALE: NONE FASTEN AND SEAL FLANGE WITH WEATHER PROOF SEALER TO EXTERIOR WALL STORMPROOF.LOUVER HIGH OR LOW SEE PLAN SEE NOTE 5 6” AX. 12"MAX. 2"MAX. 3" AX. 6"MAX. SEE NOTE 5 GALAVANIZED DAMPERS 2"M AX. SEE DETAILS ON UL CLASSIFICATION STAINLESS STEEL DAMPERS �* L MARKING ON ECLOSED PRODUCT NOTE: THIS DETAIL HAS BEEN REPRODUCED FROM MANUFACTURERS PUBLISHED DATA FOR INFORMATION PURPOSES ONLY, WHERE DISCREPANCY EXISTS MANUFACTURERS DATA SHEET SHALL GOVERN. VERTICAL 11/2—HOUR U.L. CLASSIFIED GALVANIZED OR STAINLES STEEL CURTAIN TYPE IBD FIRE DAMPERS SINGLE OR MULTIPLE SECTION SCALE: NONE 2e 1 -I -7r- r^11 AI 7A 1 IAIIT GRAVITY ROOF VENTILATOR F - INSULATE ENTIRE LENGTH BAKED ENAMEL FINISH o OF SUCTION LINE INSTALLATION BY q MECH. CONTRACTOR. SECURE TO CURB. BIRD SCREEN d ALL AROUND INSULATED ROOF CURB WOOD NAILER BY CONTRACTOR—,,,, FLUSH AT CONDUIT ENTRANCE `� 7 CANT STRIP OR PACK WITH ROCK WOOL----, '`. OVERHEAD IN CEILING SPACE. NOMINAL 24" HIGH FLOOR STAND I SEAL ALL PENETRATIONS WATER 6" MINIMUM 1 1%"x11/"x1 8" ANGLE WELDED / � TIGHT. INSULATE SUCTION CONSTRUCTION. SIZE TO CLEAR LINE WITH 1/z" ARMAFLEX. RETURN AIR DUCT. 0 a - - - PADS CONDENSATE LINE, SEE I W LONG SWEEP 90' PLUMBING DRAWINGS FORI z L;,w W ELBOW OR 45' BEND SUPPORT STAND -SEE "STEEL W w i .` ANGLE DETAIL" THIS SHEET FINISHED PVC CONDUIT WITH SOLVENT FLOOR WELDED JOINTS. 4"0 FOR ONE RETURN PLENUM SET OF LINES. 6"0 FOR UP TO -------------- - ------- - ----- ------ - - - - - ------- - ------- - - .... __... _._._._...._ ...._.... _ ___ .___......................_..._ --------MAINTAIN 3 SETS OF LINES. 4" CLEARANCE Xn SEE NOTE 5 6” AX. 12"MAX. 2"MAX. 3" AX. 6"MAX. SEE NOTE 5 GALAVANIZED DAMPERS 2"M AX. SEE DETAILS ON UL CLASSIFICATION STAINLESS STEEL DAMPERS �* L MARKING ON ECLOSED PRODUCT NOTE: THIS DETAIL HAS BEEN REPRODUCED FROM MANUFACTURERS PUBLISHED DATA FOR INFORMATION PURPOSES ONLY, WHERE DISCREPANCY EXISTS MANUFACTURERS DATA SHEET SHALL GOVERN. VERTICAL 11/2—HOUR U.L. CLASSIFIED GALVANIZED OR STAINLES STEEL CURTAIN TYPE IBD FIRE DAMPERS SINGLE OR MULTIPLE SECTION SCALE: NONE 2e 1 -I -7r- r^11 AI 7A 1 IAIIT ROOFING - ARCHITECTU I SLAB I BOLTED THRU ROOF--' W/ 'A" 0 GALV. LAG 'BOLTS, 2" LONG, 18" O.C. MAX. (3 BOLTS MIN.ON EACH SIDE) GRAVITY ROOF VENTILATOR DETAIL NOT TO SCALE T HANGER ROD (TYPICAL) �� 9 PIR ` D� DAMPER (TYPICAL) VIBRATION ISOLATOR / FFOw rUPIy ;"'12 " LONG TRANSITION AS REQUIRED NOTE: INSTALL PIPING, CONDUITS, AND DUCTWORK TO ALLOW SPACE: FOR REMOVAL OF FILTERS AND SERVICING OF UNIT. NO -TEL DRAIN PAN: MINIMUM 2" DEEP AND NOT LESS THAN 3" LARGER THAN UNIT OR COIL DIMENSIONS IN WIDTH AND LENGTH 3/4" CONDENSATE DRAIN - ROUTE TO DRYWELL. SEE PLUMBING PLAN FOR LOCATION. IILJ 1/I..„I, SUCTION LINE AND LIQUID LINE — CONNECT TO CONDENSING UNIT, AUXILIARY DRAIN PAN WITH FLOAT SWITCH TO SHUT DOWN UNIT. AIR HANDLING UNIT DETAIL SCALE: NONE Iw, NSIDEOUTSIDE ON, LIQUID LINE FOOTER 45' BEND - UNDERGROUND REFRIGERANT 'LINES NOT TO SCALE: WELDED AT SEAMS (TYP) 1 M"X1116"X1 /8" STEEL ANGLE (TYP) '1'"r) 3"X3"X1/4" STEEL PLATE 3E RUBBER OR EQUIVALENT ALL FEET) . AND PAINT ALL STEEL AFTER FABRICATION STEEL ANGLE UNIT STAND DETAIL NOT TO SCALE FLOC Sl Ol APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERIGHT, EXTEND PVC 4" ABOVE PAD CONDENSING UNIT PAD ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE UNIT WALL SLEEVE TO BE LEVELED AND CAULKED ALL AROUND ITERNAL DRAIN KIT -URNISH WITH UNIT) DFFSET DRAIN AWAY =ROM WINDOW BELOW FOR CONTINUATION SEE PLUMBING PLANS THROUGH WALL PTAC UNIT DETAIL SCALE: NONE SLIP -FIT CLEAN-OUT PLUG WITH 1/4"0 VENT HOLE Ef RTU/HP/AHU 2" MIN. COPPER DRAIN PLANS FOR SIZE. \- TRAP EQUAL TO UNIT EXTERNAL STATIC PRESSURE PLUS (1") ONE INCH OR AS RECOMMENDED BY A/C UNIT MANUFACTURER. CONDENSATE DRAIN DETAIL (FAN COIL UNITS) NOT TO SCALE CONDENSING UNIT 2%"x21h"x11, " GALVANIZED (2) TWO 1,4" GALVANIZED BOLTS, ANGLE (TYP. OF 2)- 1" LONG, WITH 3/4" GALVANIZED WASHERS ON EACH SIDE. 4A SECURE UNIT TO CONCRETE PAD (TYP. 3 .PLACES) (2) TWO 3/8" HVA HILTI- FINISHED GRADE BOLTS ON EACH SIDE-------- . { • • 3 r). _ s s _1 4" THICK CONCRETE PAD---/ AND 2" LARGER THAN THE EQUIPMENT CONDENSING UNIT DETAIL NOT TO SCALE 'PLY DUCT I i ETURN11 DU 1 4 VD OUTSIDE AIR DUCT GRAVITY ROOF VENTILATOR F - 3/8" S.S. LAG BOLTS, 2" LONG, BAKED ENAMEL FINISH WITH 1" WASHER ON EITHER SIDE, 20" O.C. ALL AROUND (2 BOLTS INSTALLATION BY MINIMUM ON EACH SIDE). MECH. CONTRACTOR. SECURE TO CURB. BIRD SCREEN d ALL AROUND INSULATED ROOF CURB WOOD NAILER BY CONTRACTOR—,,,, `� STANDARD GALVANIZED STEEL CANT STRIP - - - MOUNTING CURB. ROOFING - ARCHITECTU I SLAB I BOLTED THRU ROOF--' W/ 'A" 0 GALV. LAG 'BOLTS, 2" LONG, 18" O.C. MAX. (3 BOLTS MIN.ON EACH SIDE) GRAVITY ROOF VENTILATOR DETAIL NOT TO SCALE T HANGER ROD (TYPICAL) �� 9 PIR ` D� DAMPER (TYPICAL) VIBRATION ISOLATOR / FFOw rUPIy ;"'12 " LONG TRANSITION AS REQUIRED NOTE: INSTALL PIPING, CONDUITS, AND DUCTWORK TO ALLOW SPACE: FOR REMOVAL OF FILTERS AND SERVICING OF UNIT. NO -TEL DRAIN PAN: MINIMUM 2" DEEP AND NOT LESS THAN 3" LARGER THAN UNIT OR COIL DIMENSIONS IN WIDTH AND LENGTH 3/4" CONDENSATE DRAIN - ROUTE TO DRYWELL. SEE PLUMBING PLAN FOR LOCATION. IILJ 1/I..„I, SUCTION LINE AND LIQUID LINE — CONNECT TO CONDENSING UNIT, AUXILIARY DRAIN PAN WITH FLOAT SWITCH TO SHUT DOWN UNIT. AIR HANDLING UNIT DETAIL SCALE: NONE Iw, NSIDEOUTSIDE ON, LIQUID LINE FOOTER 45' BEND - UNDERGROUND REFRIGERANT 'LINES NOT TO SCALE: WELDED AT SEAMS (TYP) 1 M"X1116"X1 /8" STEEL ANGLE (TYP) '1'"r) 3"X3"X1/4" STEEL PLATE 3E RUBBER OR EQUIVALENT ALL FEET) . AND PAINT ALL STEEL AFTER FABRICATION STEEL ANGLE UNIT STAND DETAIL NOT TO SCALE FLOC Sl Ol APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERIGHT, EXTEND PVC 4" ABOVE PAD CONDENSING UNIT PAD ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE UNIT WALL SLEEVE TO BE LEVELED AND CAULKED ALL AROUND ITERNAL DRAIN KIT -URNISH WITH UNIT) DFFSET DRAIN AWAY =ROM WINDOW BELOW FOR CONTINUATION SEE PLUMBING PLANS THROUGH WALL PTAC UNIT DETAIL SCALE: NONE SLIP -FIT CLEAN-OUT PLUG WITH 1/4"0 VENT HOLE Ef RTU/HP/AHU 2" MIN. COPPER DRAIN PLANS FOR SIZE. \- TRAP EQUAL TO UNIT EXTERNAL STATIC PRESSURE PLUS (1") ONE INCH OR AS RECOMMENDED BY A/C UNIT MANUFACTURER. CONDENSATE DRAIN DETAIL (FAN COIL UNITS) NOT TO SCALE CONDENSING UNIT 2%"x21h"x11, " GALVANIZED (2) TWO 1,4" GALVANIZED BOLTS, ANGLE (TYP. OF 2)- 1" LONG, WITH 3/4" GALVANIZED WASHERS ON EACH SIDE. 4A SECURE UNIT TO CONCRETE PAD (TYP. 3 .PLACES) (2) TWO 3/8" HVA HILTI- FINISHED GRADE BOLTS ON EACH SIDE-------- . { • • 3 r). _ s s _1 4" THICK CONCRETE PAD---/ AND 2" LARGER THAN THE EQUIPMENT CONDENSING UNIT DETAIL NOT TO SCALE 'PLY DUCT I i ETURN11 DU 1 4 VD OUTSIDE AIR DUCT VERTICAL AIR HANDLING UNIT DETAIL NOT TO SCALE 6�D PENINSULA ENGINEERING INC" CONSULTING ENGINEERS ESTABUSMD IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 Copyright — All ideas, designs, rnethode unci plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc, and were created, evolved and developed for use on arid in connection with the specified project. None of the ideas, designs, JOBf. arrangernents, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written pern)issian of Peninsula Engineering, Inc. 1 I i� a z i. 1... 0 O I I W C)0 I- r, :D -7 r 0 4 C)LO LO �c Ir -5 o w �'(o U_ v) z w W� 0 LILJ op _j _j U W W 8 wo _ n� co CD ® U wCD �.. Q LU F_ O ,- 0 Z m Lt_ O V V w - LX CL CL p LL j LL' oho z� V)a LL2 Lj ����' Ldvzi�oWmtx n?F �w� a w v) •�' W'�F- W L Q_Jrz)Oq-W[�l.Q W s��-zaQz F- - W C�J LUL) Zw W 0 2 �'� [r u2T)QWO�c f -Q CCSI-�[�O I 0 W SNEEr NO. REV. NO.: Q M4®2 ......... .. ...... ...................... ...... ... .. _­­­­ .... .. ........ F - d RUN REFRIGERANT PIPING RUN '`. OVERHEAD IN CEILING SPACE. NOMINAL 24" HIGH FLOOR STAND I SEAL ALL PENETRATIONS WATER 1 1%"x11/"x1 8" ANGLE WELDED / � TIGHT. INSULATE SUCTION CONSTRUCTION. SIZE TO CLEAR LINE WITH 1/z" ARMAFLEX. RETURN AIR DUCT. VIBRATION ISOLATOR - - - PADS CONDENSATE LINE, SEE I PLUMBING DRAWINGS FORI . I SUPPORT STAND -SEE "STEEL CONTINUATION.I i .` ANGLE DETAIL" THIS SHEET FINISHED U, FLOOR RETURN PLENUM -------------- - ------- - ----- ------ - - - - - ------- - ------- - - .... __... _._._._...._ ...._.... _ ___ .___......................_..._ --------MAINTAIN I.-_----..�--------.___________.____...--------.---------..--------- 4" CLEARANCE VERTICAL AIR HANDLING UNIT DETAIL NOT TO SCALE 6�D PENINSULA ENGINEERING INC" CONSULTING ENGINEERS ESTABUSMD IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 Copyright — All ideas, designs, rnethode unci plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc, and were created, evolved and developed for use on arid in connection with the specified project. None of the ideas, designs, JOBf. arrangernents, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written pern)issian of Peninsula Engineering, Inc. 1 I i� a z i. 1... 0 O I I W C)0 I- r, :D -7 r 0 4 C)LO LO �c Ir -5 o w �'(o U_ v) z w W� 0 LILJ op _j _j U W W 8 wo _ n� co CD ® U wCD �.. Q LU F_ O ,- 0 Z m Lt_ O V V w - LX CL CL p LL j LL' oho z� V)a LL2 Lj ����' Ldvzi�oWmtx n?F �w� a w v) •�' W'�F- W L Q_Jrz)Oq-W[�l.Q W s��-zaQz F- - W C�J LUL) Zw W 0 2 �'� [r u2T)QWO�c f -Q CCSI-�[�O I 0 W SNEEr NO. REV. NO.: Q M4®2 ......... .. ...... ...................... ...... ... .. _­­­­ .... .. ........ UNIT HEATER UH -1 EQUAL rn nrD[/A LIAnrr ur ru rO I TYPE "B"�FLU� DUCT�AND POWERED VENT KITS. C00RDIN ATE....J TH ..... E PLUMBING CONTRACTOR. NORTH ' I FIRST FLOOR PLAN •HVAC RANS REVIEWED CITY OF SANFORD This plan was engineered based upon specific design criteria established by the Client at time of project dovelopmont, ' Any modifications to original design intent, SUPPLY AIR DIFFUSER RETURN GRILLE EXHAUST GRILLE space function, space occupancy loado, space equipment leads or other changes In space utf izaticn will require the HVAC syatem to be re -engineered for the new occupancy criteria by a professional.ongineer registered in the state of Florida Systema must be continuously maintained In' and operated in accordance with SPIN—IN COLLAR WITH NEW DUCTWORK ASHRAE and OSHA standards. Failure to do'sd may contribute to advorso indoor A(A DIFFUSER DESIGNATION environmental quality and comfort conditions in the space. This building was VOLUME DAMPER designed as a non-xn"g building In accordance with building codes and FD�� RETURN AIR FLOW standards enforced at time of permit application, IIIIIIIIIIIIIIIIIIIIIIIIIII NEW FLEX DUCT NEW FIRE DAMPER SUPPLY AIR FLOW PENINSULA ENGINEERING INC. (MAX. LENGTH = 8'-0") VDD— VOLUME DAMPER — CONSULTING ENGINEERS BADKDRAFT DAMPER SMOKE DETECTOR ESTA®LISMP IN 1977 O TYPE EQUIPMENT TAG BDD F — 2016 ALDtN ROAD, ORLANDO, FLORIDA; 32803 407.2",.1688 � CFM Copyright - All ideas, deeigris, methods and. plons,•Jndicoted or represented by this drawing FIRESTAT 0 '.NEW THERMOSTAT are awned by and the propefty of Peninsula Engineering, Iris, and were created, evolved and rrv� �j developed for use on and in cgnnection with the ap©cifled project. None of the ideas, designs, JOsfi �I' I arrangements, methods or pigns shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsgever without the written permission of Peninsula Engineering, Inc. ......................................................... ......... ...... _.__._........_.................... ._............... _..... ..._.:......................... ..,......... ................ ..,....................... ..... ,..,....... ... .......... ....._._.._._._................... ............................ _._.... ..... ..... _..... ............,,...................... ........_..__ .,................. ........ .. W ____..._ _._........................ ..... ................. ..... ............ ..............,........................._._... ............. .... .................. .............. .............. ......... ........... _........... ....... t d O p II IL WF_ -v V J W X 0-rLL z N Z oo c)W W o� r '1I r J ) N 0 ro- r- _J U 0 1W w U WQ s IL Q Q. L,1J ol! .l� Q . J U. 0 M �.. ce 0 U F- W a ( r r, Z U� a�f-ln (K, qua h-WOZ U� �U 2,1,1,2 V)2NwV)2ZU —0.F=CLOUD- �j (n 1'. 1,- (nu !il Ucux W h. —F' Z O p W ¢Qzw o o�a¢c��r�o� 0~W zCaLZ QZ CL OLd V7Cl.U 1 WZU� FUS �Q lk � Iia 0 A r Q LL. O U �> r= W " 9 0 SHEET NG, REV. NO.: M101 j (a? ; PTAC-2 s EF -2 `f % PTA ,' EF -1 i 340 `CFM 1 AHU-11 380 CFM 80 CFM 50 CFM 580 CFM 22X22 DOOR GRILLE, PTAC-1 TITUS T700, WITH 340 CFM ! ! , EF -1 �m Fn , t o h f t r fit.,,•. m a'' iE a c its I 7' b• e W4 if•:lw. r" N� T 100 It P"' ¢ .1 " N1, kk !' -- Q i y I t - 1` . ,_. i 1sr a'«F'.�i�'L.>.J�,�...l—U-1A.s,a�,� n. �.. :rf.I�S Yom:.. p t I„ I'•'li G 't I sf b= FI i I. i _ I 2 `I i O'. a° w'. i w ww.ww.� r a � i�i - 9d ;�� .., is " ,... �.-w„.,w�.....�,.:.� ,LL� a R` _.." UCA j E ; Irvi 1 M40 EE Ir „ f }tr •ir*r 10X4 € 10X42 a , i;�r,�„;>f„ i i ; •�, .�'" iii � t r -2 PLAN NOTES O 1 BALANCE AHU-11 ON SECOND FLOOR TO 580 CFM. TYPICAL FOR AHU-12 ON 3RD FLOOR AND AHU-13 ON 4TH FLOOR. 2 COORDINATE EXACT LOCATION OF CEILING MOUNTED EXHAUST FANS AND DUCTWORK WITH PLUMBING PIPING AND FIRE SPRINKLER LINES. PTAC-1 EF -1 PTAC 1 ' 340 CFM C 50 CFM 340 CFM TAC -1 PTAC-1 EF -1 PTAC-2 0 CFM I 340 CFM i 50 CFM I 380 CFM j EF -1 )• 1 CFM I , , t d. C ..-----._...___ � t' i- •� 7 ,y 4 "As ^ fr. I JJ_ w -1 a u u rt--• M. C•;J3-.3. _lei .�+:" �,:� m} C,��, I "�`, ,�' �.,,,�,t.�. !'.� 3 ,�• st ,r <; 'I i f i s x I t, — I 2 y 2 2 �1' I , 1 I t { 2 1 rf 2 : a 7 a ' 3' Oi O j �.1 O � t f` O ..w.. G O j4$(s}$$}}tj O �.r.••.•...:" 3j$ a ilf t - i T. LD—T��. .G'R..._�:; rr.# A-K•_'•l� -. /CR—I\ r.' i{'f;__...,.—..._.._4�r it I 7 5 , t % � ) S 7 F X94 L! I t !� t 7 -+•; J i 4 ,i t t,. O € ! z7 � a , kk - I -� t f I r<' _• .a {j �{j a �4 I � �� €.__,;: � E.__ 8 9- E I i$ k' ..�� 5.._„.,.�.m-__.___.,,. ._....� , �-^-^--_""'--"'-'---'"`----.,•'`� �_},..._,..,_., � `w. " • , Y«-«�_._..1� `''�..�.._,...,.� .,.d / � .a...�..,x `i +-- ✓d F ... 4..„,W.° � 4.wW. � ..W,.,......a.,«,",.�...w.....,,.,........,. >».��... PTACC-2`; IM > �arrroa� _ .__ E ! -; % ' wE �, 1 ) E,,.,, --t• j E /-"-_�•� E ; € ... 380 CFM , r( o"W� I• ;T7FrF , _ m.d o i , t w. R -/f ... R- R- , - M40 ) '_ W._ .__ f _-M40 40 M40 M40 _ -`'/ER- A m •} _ s-- "..""""" ...."tee' ,. t -••r-- .�. f.. f '""..x'Rr ,""......_ 4 „«„"a_,_ 'yF- ¢, .... _,.... ,J, ,.%NX2if�-._.' ..?ixvxw ewmm�A'Z;1 r„„-� r'...�.._ (>�mve f"4 � M40 M40 [7,_ uW. C 2 ; 1 ': 2 w,' ,.. , I a; , I j 3 f ` ��(( ^r�y't• �p�s ,r e EF -1 50 CFM PTAC-2 380 CFM 40 DRYER VENT t '.::::..../ AND WALL CAP. 0 i�M � FR i .rye�;��� �r: 12X10 ROUTE REFRIGERANT �- '275' '! i LINES AS HIGH AS POSSIBLE. TURN i AHU-8 3rd FLR DOWN IN CHASE i 550 CFM TO BELOW GRADE. i AHU-9 4th FLR SEE DRAWING M101 550 CFM ' -..tom f'..c _ `- a FOR CONTINUATION. M ORD & 4TH FL ONLY -HVAC 1/8" = TV i f EF -2 80CFM . ;PTAC-1 '; PTAC 1 $40 CFM 340 CFM EF -1 50 CFM R r v :5T4I M t_ 1 ^"S"2"TM\" f+ti' M U iUs= }�1 •?c i t 7 y M i •-� ,�,r� ...,.." G(5-1) — E : r ii Il Et i ti s— --------- �a� > i Aitl E _1 EFCF _ ptt F${{ (f(t �50 CFM' PTAC-1 PTAC-1 `E PTAC-2 340 CFM 340 CFM380 CFM _.. . EF -1 PTAC-1 EF -1 PTAC �1 340 CFM A 50 CF NORTH TYPICAL FLOOR PLAN - HVAC: 1/8"=TV PTAC-2 380 CFM PLANS REVIEWED CITY OF SANFORD This plan was engineered basad upon specific design criteria established by the Client at time of project development. Any modifications to original design Intent, space function, space occupancy loads, space equipment loads or other changes in space utilization will require the HVAC system to be re -engineered for the new occupancy criteria by a professional engineer registered in the state of Florida. Systems must be continuously maintained in and oporatod In accordance with ASHM and OSHA standards. Failure to do so may contribute to adverse indoor environmental quality and comfort conditions in the space. This building was designed as a non-smoking building In accordance with building codas and standards enforced at time of permit application. -PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSMD IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246,1688 v Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were (;reated, evoived and / N� developed for use on and in connection with the specified project. None of the ideas, designs, JOB f: arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 �r�1r W� d V) o iy— f } �1 LL J n n V Z �x Cc (� r Z CV !> z Z O o 1 w J meqq' n O Wj U/ LL.. U z u - W LLJ r- >� U W f� h CJ W Ld U W LU Cie O r� U. V 1 ® h .AEO ow sal Cie .J :r A z U< tQ is LL. O U w CL oi�Qo UJ for-w�mF-ins �o Yaz az� a- LLJ of LJ oog oo zu� w wZ)vD-a IzF,0 - w Z ¢rQ m lil ZQ0U(n4—(L0 o c 7 -i L, MAL, ia�z oz -.60 V)011: N L�W°�}z�w srr. LL a ¢ Q rz ® wZUF xoM� �3QP<G70 O cr1 t- O Q L0 z U U � w F= Ld SHEET NO. NO.: M102 K • „'• { t` h� 7 r i I. s .� t i f EF -2 80CFM . ;PTAC-1 '; PTAC 1 $40 CFM 340 CFM EF -1 50 CFM R r v :5T4I M t_ 1 ^"S"2"TM\" f+ti' M U iUs= }�1 •?c i t 7 y M i •-� ,�,r� ...,.." G(5-1) — E : r ii Il Et i ti s— --------- �a� > i Aitl E _1 EFCF _ ptt F${{ (f(t �50 CFM' PTAC-1 PTAC-1 `E PTAC-2 340 CFM 340 CFM380 CFM _.. . EF -1 PTAC-1 EF -1 PTAC �1 340 CFM A 50 CF NORTH TYPICAL FLOOR PLAN - HVAC: 1/8"=TV PTAC-2 380 CFM PLANS REVIEWED CITY OF SANFORD This plan was engineered basad upon specific design criteria established by the Client at time of project development. Any modifications to original design Intent, space function, space occupancy loads, space equipment loads or other changes in space utilization will require the HVAC system to be re -engineered for the new occupancy criteria by a professional engineer registered in the state of Florida. Systems must be continuously maintained in and oporatod In accordance with ASHM and OSHA standards. Failure to do so may contribute to adverse indoor environmental quality and comfort conditions in the space. This building was designed as a non-smoking building In accordance with building codas and standards enforced at time of permit application. -PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSMD IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246,1688 v Copyright - All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were (;reated, evoived and / N� developed for use on and in connection with the specified project. None of the ideas, designs, JOB f: arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. 0 �r�1r W� d V) o iy— f } �1 LL J n n V Z �x Cc (� r Z CV !> z Z O o 1 w J meqq' n O Wj U/ LL.. U z u - W LLJ r- >� U W f� h CJ W Ld U W LU Cie O r� U. V 1 ® h .AEO ow sal Cie .J :r A z U< tQ is LL. O U w CL oi�Qo UJ for-w�mF-ins �o Yaz az� a- LLJ of LJ oog oo zu� w wZ)vD-a IzF,0 - w Z ¢rQ m lil ZQ0U(n4—(L0 o c 7 -i L, MAL, ia�z oz -.60 V)011: N L�W°�}z�w srr. LL a ¢ Q rz ® wZUF xoM� �3QP<G70 O cr1 t- O Q L0 z U U � w F= Ld SHEET NO. NO.: M102 i { l ROUTE REFRIGERANT LINES AS HIGH AS POSSIBLE, TURN DOWN IN CHASE TO BELOW GRADE. SEE DRAWING M101 FOR CONTINUATION, -- Y PTAC-2 380 CFM .................. ,,.,...,.i.....,., ......,............ ...,..�....�..��.. F .................., ..........�......., 1 ............ ................. . PLAN NOTES O 1 COORDINATE EXACT LOCATION OF CEILIN( MOUNTED EXHAUST FANS AND DUCTWORI WITH PLUMBING PIPING AND FIRE SPRINKLER LINES. { ...., ! , I j PTAC-2 380 CFM PTA(` I PLANS REVIEWED CITY OF SANFORD This pion was engineered rased upon specific design criteria established by the tient at time of project development. Any modifications to original design intent, apace function, space occupancy foods, space equipment foods or other changes in space utlilzotion will require the HVAC system to be re—engineered for the new occupancy criteria by a professional engineer registered in the state of Fiorlda. Systems must be continuously maintained in and operated In accordance with ASHRAE and OSHA standards, Failure to do so may contribute to adverse indoor environmental quality and comfort conditions In the space. ibis building was dosigned as a non—smoking building In accordance with building codes and standards enforced at time of permit application. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSHED IN 1977 2016 MEN ROAD, ORLANDO, FLORIDA, 32803 407,246,1688� Copyright — All ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and ' ^ developed for use on and in connection with the specified project. None of the ideas, designs, JOB#- arrangements, methods or plans shall be used by or disclosed to any parson, firm or 99034 corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc. z 0 d Q Z O cc (� Z N M z N Z Q d Q � o w z � Wor o J 0 Fes- t �, IE �� C-) O U WO L 0.0 too .J 0004 Cie ® r 0 z V) CID LL. cit CLU W U LL' W - WOW��wp F- {-.~lUi. Z T� W tr F- W CJ 4 Un ^o ewe WW -8 OO~Ct{Y - UUwa nw V)soO�m~� ~,< OLLJ V) ; Gw U4n^U)U a:: Os UV)a-wa0 ¢� ams ncLUz LC: a: U�w w� T3X � r. s0 wt_-O.Q v)w F - U a: F- O 0 CL 6n l �i 0 0 r 0 U •� V) [ SHEET N0. REV. -NO.: / Q M103 xr_ 1 , , `� ((I .-.,...` `' {{(( A,_.....,...1 i f ` ( f •_-., �� rl 1 i" y �i g t'.1 0 ,... i T"r ..: T" PLAN NOTES 0 1 GRAVITY VENTILATOR EQUAL TO LOREN COOK MODEL 12 PR, 600 CFM MAXIMUM, WiTH MATCHING ROOF CURB AND BACKDRAFT DAMPER. NORTH ROOF PLAN HVAC 1/8" = 1'-0" mow i PLANS REVIEWED CITY OF SAINFORD This pian was engineered based upon specific design criteria established by the Client at time of project developmont. Any modifk:atlons to original design Intent, space function, apace occupancy loads, spaco oqu�ment loads or other changes in apace utilization will require the HVAC system to be re -engineered for the new occupancy crHeria by a professional engineer registered in the state of Florida. Systems must be continuously maintained In and operated In accordance with ASHRAE and OSHA standards, failure to do so may contribute to adverse indoor en*onmentql quality and comfort conditions in the space. This building was designed as a non-smoking building in accordance with building codes and standards enforced at time of permit application. PENINSULA ENGINEERING INC. CONSULTING ENGINEERS ESTABUSFED IN 1977 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 407.246.1688 0 Copyright -- Alt ideas, designs, methods and plans indicated or represented by this drawing are owned by and the property of Peninsula Engineering, Inc. and were created, evolved and developed for use on and in connection with the specified project. None of the ideas, designs, JOBV. -VI G9 �r arrangements, methods or plans shall be used by or disclosed to any person, firm or 99034 G l corporation for any purpose whatsoever without the written permission of Peninsula Engineering, Inc, ....................................................................................... ...... ................... .................................................................... ................ .................................. ........... . �III�'ll t� oi� iii ZI r r> O LD I cV - W L O z 0 "N z `� N zCD �C aw WJ ® ( O O L1.. k� a n _j U p� WW q LQQ. T L n 1 V W U o 0C)� Lou .� O W. co LL. rad O W Q a z�mwo i�i--0 a_w� woj� v� om cer-wpm �-in�' xo laS Qz iz'���wCQLO a o c� �a rQ� Uwe a v=iv z�Q ij�� r an�V., 7¢Uriaon�.o 0 W- X0- z �d~aW n. z s- w O pQ WQQ- zoWa->"z�Q S wCouoaLQ¢U t-Uo:�s--wrap CL m b� U. U a Q<; �0> SHEET N0. REV. N0 Q M104 . ............ ............... . . . .... ...... ............... . ....... ... .......... .. .. ..... .... ............ . ..................... ........... ................... ... ........ .... ............... .. ............ 1-1-1 .. ....... .. ... .............. ......... .... .. .. ............... ..... . ................................... .. ..... .... .. .... ........... .. . .. ............... . . ............... ................. ............. ...... . ............. .. .. .. .. .......... ................................ .......... . .. .. ... ... ... .................. ........... ...... ..... ........ ................... ................................... ............... ............... ............. .................... I .......... ......................... ...... ........ .. ... .......... ....... ...... .. . ....... .... ....... ..................... .............. ........... .............. ............. ..... -- ........ ........ ............ ..................................... .... .. .... ................ . .......... .. .................... . . . .................. ................. ................................ ....................... . .... .................... r ........... . ............. ........ .... ........ ..................... ................. . ................... ......................... ... . .. . ... .. . ....... , w w r M LL w Or X M ci M INDEX SPECIFICATIONS r -1"11 DIVISION 0 - INSTRUCTIONS TO BIDDERS DIVISION 4 - MASONRY 1► A DIVISION 1 - GENERAL REQUIREMENTS B. Galvanized steel framework with not less than 1.8 ounce zinc per square foot of surface. 03010.26 CONCRETE MIXES: SECTION Q4200 UNIT MASONRY - Section 01000 Supplementary General Conditions ISSUED BY OWNER C. Galvanized accessories and hardware. A. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as herein specified. 04200.1 GENERAL `�,►. �,► J DIVISION 2 - SITE WORK 1. Addition of water to the batch with insufficient slump is not permitted. - Section Section 02110 Site Cleaning 02210 Excavation Backfill DIVISION 1 - GENERAL REQUIREMENTS 02831.22 FRAMING AND ACCESSORIES: 2. When air temperature is between 85 degrees F (30 degrees C) and 90 degrees F degrees C), 75 A. Section to be coordinated by structural engineer. - and (32 reduce mixing and delivery time from 1-1/2 hours to minutes, - Section 02221 Trenching, Backfilling & A. End, Corner, Pull and Gate Posts: Minimum 4.0"OD steel pipe 9.11 pounds per linear and when air ttemperoture is above 90 degrees F (32 degrees C), redu ce mixing 04200.11 RELATED DOCUMENTS: Compaction for Utilities SECTION 01000 - SUPPLEMENTARY GENERAL CONDITIONS foot, .266" wall thickness. and delivery time to 60 minutes. - Section 0228) Termite Control A. Drawings, Specifications, Division 1 and Contract. - Section 02480 Landscaping ISSUED BY OWNER B Line Posts: Minimum 1.9" OD steel pipe. 03010.3 EXECUTION: 04200.12 DESCRIPTION OF WORK: - Section 02513 Asphalt Paving C. Tension Wire: 6 gouge, coated coil spring wire, metal and finish to match fabric. 03010.31 FORMS: - Section 02513 Portland Cement Paving Locate top and bottom of fabric. A. Extent of masonry work as indicated on Drawings. --Section 02528 Concrete Curbs [` 1A1 �( DIVISION � ""SITE D. Post Tops: Weathertight closure cap, one cap for each post. A. Arrange and assemble form work which is readily removable without damage to cast -in-place concrete surfaces and adjacent materials. 04200.13 PROJECT CONDITIONS: - Section 02720 Storm Sewer Systems LJ Y10Rf�. - Section 02730 Sanitary Sewer Systems E. Stretcher Bars: One piece lengths equal to full height of fabric, with minimum cross-section of 3/16" X 3/4 Provide bands 15" B. Construct forms to sizes, shapes, lines and dimensions shown, and to obtain accurate A. Protection of work: During erection, cover top of walls with heavy waterproof -Section 02810 Irrigation Systems SECTION 02110 - SITE CLEARINGformwork . with at o.c. alignment, location, grades, levels and plumb work. Support brace and maintain sheeting at end of each days' work. Cover partially completed 9 Ys p y p ed structures when work is in - Section 02831 Chain Link Fencing and Gates F. Swing Gate: Perimeter frames of 1.9" OD pipe, finished to match framework, with to support vertical and lateral loads until such loads can be supported by concrete. not progress. REFER TO CIVIL DRAWINGS horizontal and vertical members to ensure proper gate operation and for attachment B. Do not apply concentrated loads for at least 3 days after masonry walls are DIVISION 3 - CONCRETE of fabric, hardware and accessories. Use some fabric as for fence. Provide C. Use factory -fabricated, adjustable -length, removable or snap -off metal form ties. constructed. -- Section 03010 Concrete Work SECTION 02210 - EXCAVATION AND BACKFILL diagonal cross -bracing consisting of 3/8" diameter adjustable length truss rods on gates. D. Provide PVC sleeves openings in concrete form work to accommodate work of other trades, 04200.14 ENVIRONMENTAL REQUIREMENTS: Z 4 REFER TO CIVIL DRAWINGS G. Furnish the following hardware and accessories for each gate. schedule 40 PVC. A. Perform the following construction procedures during cold weather while the work is W DIVISION 4 -MASONRY SECTION 02221 -TRENCHING, BACKFILLING &COMPACTION FOR UTILITIE E. expansion joint material, asphalt impregnated formed felt; Thickness as indicated; Depth as progressing: N t 1. Hinges: One and one-half pair to suit gate size, non -lift-off type offset to permit 180 degrees required for concrete section being placed, position flush with surface of concrete. Material W -- Section 04200 Unit Masonry gate opening. shall be compatible with joint sealant. P 1 1, When air temperature is from 40 degrees F (4 degrees C) to 32 degrees F (0 _ DIVISION 5 METALS REFER TO CIVIL DRAWINGS 2. Latch: Forked type and plunger -bar type to permit operations from either side of degrees C), heat sand or mixing water to produce mortar temperatures between 40 - gate, with padlock eye. 03010.32 PLACING REINFORCEMENT: degrees F (4 degrees C) and 120 degrees F (49 degrees C). 2. When air temperature is from 32 degrees F (0 degrees C) to 25 degrees F } - Section 05500 Metal Fabrications SECTION 02281 TERMITE PROTECTION H. Privacy Slats: 2 -3/8" wide X 3/8 thick redwood. (-4degrees C), heat sand or water to produce mortar temperature between 40 �- - 02281.1 A. Accurately position, support and secure reinforcement against displacement by form degrees F (4 degrees C) and 120 degrees F (49 degrees C); maintain temperature Zj DIVISION 6 - WOOD AND PLASTICS GENERAL 1. Use Aluminum alloy steel wire ties spaced 12" o.c. for tying fabric to tension wire. work, construction, or concrete placement operations. of mortar on boards above freezing. - Section 06100 Rough Carpentry 02281.11 RELATED DOCUMENTS: J. Provide concrete with a minimum 28 -da compressive strength of 3000 psi using at y p g p g 1. All bars shall be continuous in longest length possible with minimum 36 bar 9 9 P 3. When air temperature is from ix degrees F (-4 degrees t to 20 degrees e (ee degrees C), heat sand and mixing water to produce mortar temperatures between U Q_ - 6, - Section 06190 Plywood Web Trusses least 5-1/2 sacks of cement per cubic yard, 1" maximum size aggregate, maximum 4" diameter laps. 40 degrees F (4 degrees C) and 120 degrees F (49 degrees C); maintai n m m m - Section 06192 Prefabricated Wood Trusses A. Drawings, Specifications Division 1 and Contract. slump, and 2% to 4% entrained air. 2. Bent corner reinforcing shall be provided to lap and match horizontal temperature of mortar on boards above freezing; use salamanders or other heat a' 6' - Section 06200 Finish Carpentry (Exterior) 02281.12 DESCRIPTION OF WORK: 02831.3 EXECUTION: reinforcement. 3. Minimum coverage for any reinforcing steel shall be 3/4"". sources on both sides of walls under construction; use wind breaks when wind is in excess of 15 mph. < - Section 06400 Architectural Woodwork 4. Welding for fabrication and installation and is not permitted. 4. When air temperature is 20 degrees F(-7 degrees C) and below, heat sand and DIVISION 7 - THERMAL AND MOISTURE PROTECTION A. Provide soil treatment for termite control as herein specified. 02831.31 INSTALLATION: B. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces mixing water to produce mortar temperatures between 40 degrees F (4 degrees C) and 120 degrees F (49 degrees C). Do no lay units which have a surface 02281.13 QUALITY ASSURANCE: A. Drill holes for posts of minimum 8" diameter and spacing shown. Excavate hole at least two full mesh and lace splices with wire. temperature of 20 degrees F (-7 degrees C) or below. - Section 01100 Waterproofing depths 3" lower then post bottom, with bottom of posts set not less than 36" below - Section 07200 Insulation A. Engage a professional pest control operator, licensed in accordance with regulations finish grade surface. 03010.33 INSTALLATION OF EMBEDDED ITEMS: B. Perform the following protections during cold weather for completed masonry and - Section 07240 Exterior Insulation & Finish System of governing authorities for application of soil treatment solution. B. Center and align posts in holes 3° above bottom. Place concrete around posts and A. Set and build into work anchorage devices and other embedded items required for masonry not being worked on: r,,� ��y, � - Section 07250 Fireproofing Shingles 02281.14 JOB CONDITIONS: vibrate or tamp. Hold in vertical position during placement and finishing p P g p g other work that is attached to, or supported b , cast -in-place concrete. pP Y P 1. When the mean daily air temperature is from 40 degrees F (4 degrees C) to 25 � 0 "' "' - Section - Section 07310 07410 Metal Roofing A. Do not apply soil treatment solution until excavating, filling and grading operations. 03010.34 PREPARATION OF FORM SURFACES: degrees F (-4 degrees C), protect masonry from rain or snow for a t least 24 hours by covering with weather- resistive membrane. ' -Section 07570 Pedestrian Traffic Bearing Waterproofing operations are completed. C. Install brace assemblies so posts are plumb when diagonal rod is under proper 2. When mean daily air temperature is from 25 degrees F (-4 degrees C) to 20 A ^ W h - Section 07600 Sheet Metal and Roof Accessories B. Do not apply soil treatment to frozen or excessively wet soils or during inclement tension. A. Coat contact surfaces of forms with a form -coating compound before reinforcement is placed. degrees F (-7 degrees C), completely cover masonry with insulating blankets or similar for least 24 hours. LL•• Z - Section 07900 Joint Sealers weather. D. Install tension wires before stretchingfabric and tie to each posts. P protection at 3. When mean daily temperature is 20 degrees F (-7 degrees C) and below, maintain - w DIVISION 8 - DOORS AND WINDOWS 02281.15 SPECIFIC PRODUCT WARRANTY: E. Install fabric on security side of fence with 2" between finish grade and bottom 03010.35 FORM CLEANING: forms masonry temperature above 32 degrees F (0 degrees C) for 24 hours using enclosures and supplementary heat, electric heating blankets, infrared lamps, • - Section 08100 Steel Doors and Frames A. Furnish written warranty certifying if subterranean termite activity is discovered. selvage. Pull fabric taut and tie to posts, rails, and tension wires. A. Clean to remove foreign matter within forms. or other acceptable methods. (' (� a - Section 08200 Plastic Laminate - Clad Wd. Doors Re -treat soil and repair or replace damage caused by termite infestation. F. Install vertical slats between fabric links for full fabric height. B. During cold weather, remove ice and snow from within forms. Do not use de-icing z V - N - Section 08210 Wood Doors B. Provide warrant for period of five 5 ears from date of treatment, signed b Y P O y g y G. Install gates plumb, level, and secure for full opening without interference. salts. Do not use water to clean out forms, unless form work and concrete construction proceed within heated enclosure. Use compressed air or other means to Z Z d - Section 08410 Aluminum Entrances and Windows Windows applicator and Contractor. remove foreign matter.`� 0 X 8 0 - Section 08520 Aluminum & Doors 02281,2 PRODUCTS: H. Use U-shaped wire clasping pipe and fabric firmly with ends twisted at least two (2) W - Section 08700 Builders Hardware full turns. 03010.36 CONCRETE PLACEMENT: (n Q_ 0 0 - Section 08800 Glass and Glazing 02281.21 SOIL TREATMENT SOLUTION: I. Install nuts for tension bands and hardware bolts on side of fence opposite fabric A. Comply with American Concrete Institute 304, and herein specified. W DIVISION 9 -FINISHES A. Use o local authority approved emulsible concentrate insecticide for dilution with side and peen ends of bolts. Q W o - Section 09250 Gypsum Board water. Fuel oil is not permitted as a diluent. Provide a working solution of one of 02831.32 ERECTION TOLERANCES: B. Install vapor barrier under interior slabs on grade. Lap joints minimum 6 -inches and seal watertight. � - Section 09300 Tile the following chemical elements and concentrations: � - Section 09350 Synthetic Marble Tops, Surronds & Sills 1. Chlorpyrifos (Dursban) A. Maximum Variation From Plumb: 1/4 inch. C. Deposit concrete continuously or in layers of such thickness that no concrete will be U °0 Of o Co - Section 09510 Acoustical Ceilings 2. Permethrin (Torpedo & Dragnet) ( P 9 ) 3. Cypermethrin (Demon) B. Maximum Offset From True Position: M 1 - inch. placed on concrete which has hardened sufficiently to cause the formation of seams or lanes of weakness. P W W r � - Section - Section 09650 Resilient Flooring 09680 Carpeting 4. Fenvalerate 5. Isofendnos Pr on 6 or Oftanol6 ( yf ) C. Components may not infringe adjacent property lines. D. Consolidate laced concrete b mechanical vibrating equipment su supplemented b hand P y 9PP Y spading, rodding or tamping (except for slabs). ~ om' = w� o - Section 09900 Painting B. Other DIVISION 3 - CONCRETE U (� UJ DIVISION 10 - SPECIALTIES solutions may be used as recommended by Applicator and if acceptable to local authorities. Use only soil treatment solutions which are not injurious to planting. INFORMATION STRUCTURAL DRAWING E. Deposit and consolidate concrete slabs in a continuous operation. A M q ON SHEETS TAKES PRECEDENCE 1.1� d ' - section looOO Building Specialties 02281.3 EXECUTION: OVER THIS SPECIFICATION SECTION F. Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or derbies to smooth surface, free of humps of hollows. DIVISION 11 - EQUIPMENT 02281.31 APPLICATION: SECTION 03010 CONCRETE WORK G. Maintain mesh reinforcing in approximately the middle of slab during concrete - Section 11400 Equipment & Furniture A. Remove foreign matter which could decrease effectiveness of treatment on areas to be 03010.1 GENERAL placement operations. treated. 03010.11 RELATED DOCUMENTS: DIVISION 12 - NOT USED B. Under slob -on -grade structures, treat fill before concrete slabs are placed using A. Drawings, Specifications, Division 1 and Contract. H. Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures. DIVISION 13 - SPECIAL CONSTRUCTION either power sprayer or tank --type sprayer. 03010.12 DESCRIPTION OF WORK: I. Do not use calcium chloride salt and other materials containing antifreeze agents W 0 1. Apply 4 gallons of chemical solution per 10 linear feet along inside of or chemical accelerators. - Section 13000 Concrete Pools foundation walls, along both sides of interior partition walls and around plumbing. A. The extent of concrete work shown on drawings. J. When hot weather conditions exist that would serious) impair unlit and strength Y P quality gg _J J 2. Apply one gallon of chemical solution per 10 square feet as an overall 03010.13 QUALITY ASSURANCE: of concrete, place concrete in compliance with American Concrete Institute 305R. DIVISION 14 -- CONVEYING SYSTEMS treatment under slab and attached slab areas where fill is soil or unwashed gravel. Apply 1-1/2 gallons of chemical solution to areas where fill is washed A. Comply with provisions American Concrete Institute 318 "Building code Requirements K. ren t h When cold weather conditions exist that would seriously impair quality and strepggt - Section 14240 Hydraulic Elevator gravel. for Reinforced Concrete" and 301 "Structural Concrete for Buildings" except where of concrete, place concrete in American Cte Institute n compliance wmerConcrete O -- Section 14560 Laundry Chutes 3. Apply four gallons of chemical solution per 10 linear feet of trench, for each more stringent requirements are shown or specified. 03010.37 FINISH OF FORMED SURFACES: foot of depth from grade to footing, along outside edge of building. Dig a J $ L DIVISION 15 - MECHANICAL trench 6" to 8" wide along outside of foundation to a depth of not less than 12". Punch holes to top of footingat not more than 12" o.c. and apply chemical B. Form all footing and foundations. Unformed placement of concrete is not allowed. A. in the finish work have texture imparted by form facing Concrete surfaces not exposed -ch tie material used. Repair and tie holes and defective areas and chip off fins and - Section 15000.1 Mechanical General solution. C. Conform to ACI 305R when concreting during hot weather.. patch other projections exceeding 1/4" in height. - Section 15000.2 Basic Materials and Methods C. Allow not less than 12 hours for drying after application, before beginning concrete D. Conform to ACI 306R when concreting during cold weather. 03010.38 MONOLITHIC SLAB FINISHES: placement or other construction activities. >_ - Section - Section 15000.3 Insulation 15000.4 Fire Protection D. Post signs in areas of application warning workers that soil poisoning has been 03010.2 PRODUCTS A. Apply float finish to monolithic slab surfaces. After screeding, consolidating, and applied. 03010.21 FORM MATERIALS: leveling concrete slabs, do not work surface until read for floating. Begin 9 y g'OC - Section 15000.5 Plumbing floating when surface water has disappeared or when concrete has stiffened - Section 15000.6 Heating, Ventilating and Air Conditioning 9• 9 9 A. Forms for Concrete Surfaces: Plywood, lumber, metal, or other acceptable material. sufficiently to permit operation of power driven floats. Check and level surface plane to a tolerance not exceeding 1/4" in 10' when tested with a 10' straightedge. O - Section 15000.7 Controls SECTION 02480 -LANDSCAPING B. Provide commercial formulation form -coating compounds that will not bond with, stain B. Provide 1/2" pitch in 4'-0" diameter of all floor drains. V"1 Z - Section 15000.8 Testing, Adjusting and Balancing REFER TO ARCHITECTURAL DRAWING LS -1 nor adversely affect concrete surfaces. Q 03010.22 REINFORCING MATERIALS: C. Provide broom finish surface in laundry room for installation of waterproofing membrance flooring. g w N DIVISION 16 - ELECTRICAL SECTION 02513 - ASPHALT PAVING A. Reinforcing Bars: ASTM A-615 Grade 60, deformed. - Section 16000.1 Electrical General REFER TO CIVIL DRAWINGS 03010.39 CONCRETE SLAB CURING AND PROTECTION: B. Welded Wire Fabric: Plain cold -drown welded steel wire, ASTM A-185. W �o� - Section 16000.2 Basic Materials and Methods SECTION 02513 - PORTLAND CEMENT PAVING A. Protect freshly placed concrete from premature drying and excessive cold or not W�101 W Section 16000.3 Service and Distribution REFER TO CIVIL DRAWINGS C. Provide metal bolsters, chairs and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. temperatures. =o {io? `�m �' ' W a V) i- � v' o k -Section 16000.4 Lighting B. Provide moisture curing b one of the following methods for period of 7 do g Y g P UJ Wonoo� - Section 16000.5 Communication Systems Y SECTION 02528 - CONCRETE CURBS 03010.23 CONCRETE MATERIALS: 1. Cover concrete surface with specified absorptive cover, thoroughly saturating �aa 09 nuj p WN - Section 16000.6 Fire Alarm and Detection Systems Y REFER TO CIVIL DRAWINGS A. Portland Cement: ASTM C150, T e II. � cover with water and kee in continuous) wet. P g Y v,0� N = o? - Section 16000.7 Telecommunications System B. Normal Weight -Aggregates: ASTM C33, with maximum 1-1/2" for footing and other mass 2. Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practicable width.NQzmwoN W a -0 - Section 16000.8 MAN System SECTION 02720 - STORM SEWER SYSTEMS concrete and 3/4 maximum for other concrete. 3. Curing compounds in accordance with ASTM C-309 may be used as directed by the �i 0 wr - Section 16000.9 Security System REFER TO CIVIL DRAWINGS C. Water: Clean and not detrimental to concrete. Owner. Z _J a Z W opo F Boa - Section 16000.10 Testing 03010.31 REMOVAL OF FORMS: w'06 �W - Section - Section 16000.11 Balancing 16000.12 Record Drawings SECTION 02730 - SANITARY SEWER SYSTEMS D. E. Calcium Chloride: Not permitted. Admixtures: Do not use without approval. A. Form work may not be removed in less than 5 days or until concrete has attained sufficient strength to carry loads. ono o<owmLU ~ a�Wao `` REFER TO CIVIL DRAWINGS (� a W Z �Q' °' a 03010.24 ACCESSORIES: 03010.31 CONCRETE SURFACE REPAIRS: `� 1 ZQ wLL}2WV _[Z!L Z ow SECTION 02810 - IRRIGATION SYSTEMS A. Provide 6 mil polyethylene vapor barrier cover over prepared base material for all A. Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left by "`-' `Novo C",:, - DESIGN BUILD BY OWNER floor slabs. tie rods and bolts, down to solid concrete, but in no case, to a depth of less than 0 a) m B. Provide base course for all floor slabs of evenly graded natural gravel 3/8" maximum 1". Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water and brush -coat the area to be patched with specified bonding ,��� � SECTION 02831 CHAIN LINK FENCING AND GATES to 1/8" minimum (pea gravel) or natural sand. agent. Place patching mortar after bonding compound has dried. C C. Non -shrink Cement Grout Below Column Base Plates: Non-metalic, flowable, high B. Excessive honeycomb or embedded debris in concrete is unacceptable. omb m 02831.1 GENERAL strength (4000 psi min at 7 days) conforming with CRD -C 621. � 02831.11 RELATED DOCUMENTS: D. Membrane Curing Compound: ASTM 0309. LL, A. Drawings, Specifications Division 1 and Contract. E. Absorptive Mats: ASTM C171 ( ) 02831.12 DESCRIPTION OF WORK: F. Bonding Agent: Polymer resin emulsion. I" A. Extent and height of chain link fences and gates is shown on drawings.Ln t 02831.20 PRODUCTS 03010.25 PROPORTIONING AND DESIGN OF MIXES: Lo 02831.21 STEEL FENCING: A. Use proprietary standard design mix that meets the following qualities and furnish satisfactory evidence of such. Accompany each mixer truck with a delivery ticket SHEET No. REV. A. Fabric: No, 9 gauge steel wires, 2" mesh, both top and bottom selvages twisted and noting type of concrete and materials. Note placement location of each load on barded. these tickets and file all tickets on the job site. 1. One-piece fabric widths. B. Concrete: Proportion to design strengths indicated on drawings.2. spol Galvanized with not less than 1.2 ounce zinc per square foot of surface. N 1 7 J F= F- M h u0 U7 w o' X M W B. Cleaning: Remove excess mortar smears as work progresses. Replace defective mortar. Match adjacent work. Clean exposed soiled surfaces with cleaning solution. Use non-metallic tools in cleaning operations. 04200.2 PRODUCTS � 04200.21 MASONRY UNITS, GENERAL: DIVISION 5 -METALS A. Manufacturer: Obtain masonry units from one manufacturer, of uniform texture and SECTION 05500 METAL FABRICATIONS color, 04200.22 CONCRETE MASONRY UNITS: 05500.1 GENERAL �L / A. Size: Manufacturer's standard units with nominal face dimensions of 16" long X 8" 05500.11 RELATED DOCUMENTS: (15-5/8" x 7-5/8" actual), unless otherwise indicated. ASTM C90, Type 1. Use standard block unless one of the following is indicated on the Drawings: A. Drawings, Specifications, Division 1 and Contract. 1. Slump stone. 05500.12 DESCRIPTION OF WORK: B. Special Shapes: Provide where required for corners, jambs, control joints, headers, A. Shop fabricated ferrous metal items. bonding and other special conditions. 04200.23 MORTAR AND GROUT MATERIALS: B. Elevator pit ladder. C. Elevator door sills. A. Portland Cement: ASTM C150, Type 1, except Type III may be used for cold weather construction. Provide natural color. D. Handrails & guardrails. B. Mortar Aggregate: ASTM C144, except for joints less than 1/4" use aggregate graded E. Pipe bollards. with 100% passing the No. 16 sieve. F. Trash enclosure gate frames. C. Hydrated Lime: ASTM C207, Type S. D. Grout Course Aggregate: ASTM C404. 05500.2 PRODUCTS Z N E. Water: Clean, free of deleterious materials which would impair strength or bond. 05500.21 MATERIALS: ILI 04200.24 MASONRY ACCESSORIES: A. Steel Sections: ASTM A36. A. Provide welded wire reinforcing units prefabricated in straight lengths of not less B. Steel Plates: ASTM A283, U Ui W than 10', with matching corner and tee units. Fabricate from cold -drawn steel wire complying with ASTM A82, with deformed continuous side rods and plain cross -rods. C. Steel Tubing: ASTM A500, Grade B. and a unit width of 1-1/2" to 2" less than thickness of wall of partitions. ~ tK N D. Steel Pipes: ASTM A53, Type B. z 1. Truss type or ladder type fabricated with single pair of 9 ga. side rods and 9 ga. continuous 0 to diagonal cross rods spaced not more than 16" o.c. E. Bolts, Nuts and Washers: ASTM A325. U m 4t 4' 4P m a. Dur -O -Wall Standard. F. Welding Materials: AWS DLI; type required for materials being welded. 6 m m b. National Wire Products Corporation Standard. G. Shop and Touch -Up Primer: SSPC 15, Type 1, red oxide_ < u1 B. Reinforcing Bars: Deformed steel, ASTM A 615, Grade 60 of the sizes shown. H. Touch -Up Primer for Galvanized Surfaces: SSPC 20, Type 1. C. Building Paper: ASTM D226 No. 15 asphalt saturated felt or ASTM D227 No. 15 05500.22 FABRICATION: coal -tar -saturated felt. A. Fit and shop assemble in largest practical sections, for delivery to site. D. Cleaning Solution: Non -acidic, not harmful to masonry work or adjacent materials. B. Fabricate items with joints tightly fitted and secured. v 04200.25 MORTAR AND GROUT MIXES: C. Grind exposed welds flush and smooth with adjacent finish surface. Make exposed 0 joints butttight,flush, and hairline. Ease exposed edges to small uniform radius. A. Do not lower the freezing point of mortar or grout by use of admixtures or W anti -freeze agents. D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively .o located; consistent with design of component, except where specifically noted V Z 1. Do not use calcium chloride in mortar or grout. otherwise. J W?� B. Mortar for Unit Masonry. Comply with ASTM C270, Proportion Specification, except E. Supply components required for anchorage of fabrications. Fabricate anchors and o • limit materials to those specified herein, and limit cement/lime ration by volume as related components of some material and finish as fabrication, except where follows: specifically noted otherwise. ♦ R �, K v Z N � 1. Type S: Over 1/4 up to 1/2 part lime per part of portland cement. F. Provide trash enclosure gates frames with hardware indicated on drawings. Z a C. Grout for Unit Masonry Comply with ASTM C476; 3000 psi; strength at 28 days; 8-10 05500.23 FINISHES: Z Z o inches slump. V 5 C2 A. FERROUS METALS: �^ 1. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. V J ZZ 2. Do not finish surfaces in direct contact with concrete or where field welding W o is required. C) W 3. Prime point items with one coat. 4. Galvanize items exposed to weather with minimum 1.25 oz, sq. ft. zinc coating. 5. In high humidity areas similar to Florida and Hawaii, galvanize all item with J co minimum 1.25 oz. sq. ft. zinc coating in lieu of prime coat paint. U d o 05500.3 EXECUTION (.(,J Ly UJ 05500.31 PREPARATION: = o o A. Clean and strip primed steel items to bare metal where site welding is required 00 0 WQ B. Supply items required to be cast into concrete or embedded in masonry with setting Q templates. 05500.32 INSTALLATION: 04200.3 EXECUTION A. Install items plumb and level, accurately fitted, free from distortion or defects. 04200.31 INSTALLATION GENERAL: B. Field weld components indicated on drawings. Q A. Thickness: Build single-wythe walls to the actual thickness of the masonry units, using units of nominal thickness shown or specified. C. Perform field welding in accordance with AWS D1.1, W B. Cut masonry units with motor -driven saw designed to cut masonry with clean sharp, D. After erection, prime welds, abrasions, and surfaces of ferrous/metal not shop unshipped edges. Cut units as required to provide pattern shown and to fit primed or galvanized, except surfaces to be in contact with concrete. LL. adjoining work neatly Use full units without cutting wherever possible. C. Do not wet concrete masonry units. DIVISION j� V - WOOD AND PLASTICS D. Frozen Materials and Work: Do not use frozen materials or materials mixed or coated NWAO with ice or frost. Do not build on frozen work. Remove and replace masonry work .•.� i.r damaged by frost or freezing. E. Pattern bond: Lay masonry in running bond with vertical joint in each course T centered on units in courses above and below. Bond and interlock each course at •j, •, corners, unless otherwise shown. F. Lay-up walls plumb and true and with courses level, accurately spaced and coordinated with other work. �..� co Q G. Stopping and Resuming Work: Rack back 1/2 - masonry unit length in each course; do Cie not tooth. Clean exposed surfaces of set masonry, and remove loose masonry units and mortar prior to laying fresh masonry. G�.. LL - H. As the work progresses, build -in items specified under this and other sections of these specifications fill in solidly with masonry around built-in items. 04200.32 MORTAR BEDDING AND JOINTING: v A. Mix mortar ingredients for a minimum of five minutes in a mechanical batch mixer. Use water clean and free of deleterious materials which would impair the work. Do not use mortar which has begun to set, or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar during 2-1/2 hour period as required to restore workability. MOL, OOp=J B. Lay hollow concrete masonry units with full mortar coverage on horizontal andUJ vertical face shells; also bed webs in mortar in starting course on footings and oo�~W°Ci foundation walls and in all course of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled with concrete or o&�ow�� grout. wo ° C. Joints: Maintain 3/8" joints and cut flush. u=iv0MWQ (. v)z� 04200.33 HORIZONTAL AND VERTICAL JOINT REINFORCING: oa0 z�p��W A. Provide continuous horizontal joint reinforcing as directed by struct. engineer. Fully ca za0,0-oap embed longitudinal side rods in mortar for their entire length with a minimum cover at 5/8" on exterior side of walls and 1/2" at other locations. Lap reinforcement a o��=WF minimum of 6 at ends of units. Do not bridge control and expansion joints with 2-W, ao(L ^ ir0- reinforcing, as otherwise indicated. Provide continuity at corners and wall V I F o o"a intersections by use of prefabricated "L" and "T" sections. Cut and bend units as Z G: FL directed by manufact rer for continuity at returns, offsets, and other special W z = Q M V 0 conditions. o w t= �- (/�1/) a� ti) B. For single-wythe walls space reinforcing at 32" o.c. vertically. �+ < SECTION 06200 FINISH CARPENTRYExterior)1 ~ 04200.34 CONTROL JOINTS: 1 A. Provide vertical control joints at maximum 20 -feet o.c. 06200.1 GENERAL t 04200.35 PARGING: (Below -grade walls only): v 06200.11 RELATED DOCUMENTS: L L A. Dampen masonry walls prior to purging. A. Drawings, Specifications, Division 1 and Contract. V 06200.12 DESCRIPTION OF WORK: W B. Scarify each parging coat to ensure full bond to subsequent coat. A. Finish carpentry includes carpentry work which is exposed to view, and is non-structural. �.� C. Purge masonry walls in two uniform coats of mortar to a total thickness of 3/4 -inch. D. Steel trowel surface smooth and flat with a maximum surface variation of 1/8 -inch CL Types of finish carpentry work in this section include but not limited to: V)�' 1. Exterior trim. �i per foot. N� 06200.13 QUALITY ASSURANCE SHED NO. REV. NO.: 04200.36 POINTING AND CLEANING: Q E. Strike top edge of purging at 4 degrees. A. Perform work in accordance with AM Quality Standards. A. Pointing: During the tooling of joints, enlarge any voids or holes, and completely 14 PRODUCT DELIVERY, STORAGE AND HANDLING: fill with mortar. Point- up all joints at corners, openings and adjacent work to provide a neat, uniform appearance.A. Protect finish carpentry materials during transit, delivery, storage, i SP -22 06200.15 JOB CONDITIONS: 06400.26 ADHESIVES: 7 INSULATION B. Insulation Board: 07250,32 CONDUIT (r A. Perform installation of all finish carpentry materials to coordinate with SECTION O 200 SUL ION P types P PP 07200.1 GENERAL 1, Manufacturer approved. A. Install at conduit, pipe and duct sleeve voids between floors and at fire rated walls; at application of finishes without undo exposure. A. Wood Glue: Waterproof t es as recommended be AM standards for the articular application. 2. Meet current manufacturer's System, Inc. specifications for molded expanded polystyrene insulation beardexpansion joints, chases and other voids as required to prevent passage of flame and gas per . 06200.2 PRODUCTS B. Plastic Laminate: Provide one (1) of the following products subject to conformance with the 07200.11 RELATED DOCUMENTS: local codes, Insulation shall be securely installed on impaling clips or wedged in place. Seal requirements specified, C. Reinforcing Mesh: Supplied by manufacturer. top and bottom of insulated area with fore rated sealant material to meet required fire and 06200.22 MATERIALS: A. Drawings, Specifications Division 1 and Contract, I smoke ratings, 1. Non-Flammable: 1. High impact fabric at 1st floor. A. Nominal sizes are indicated, except as shown by detailed dimensions, Provide a. "DAP Weld-Woad, Non=flammable Type" - Beecham Products Inc. Dayton, OH 07200.12 DESCRIPTION OF WORK: 2. Standard fabric at 2nd 3rd & 4th floor, - dressed or worked and dressed lumber. (800-634--8382). A. Extent of insulation work is shown on drawings, be generic names or by D, Finish: SECTION 07310 SHINGLES B. Provide kiln-dried lumber having a moisture content not greater than values" abbreviations. Applications of insulation specified include the following: b. Penacolite-G1149A/G11316 or G1124 -Koppers Co. Inc., Chemical, I 1. Factory mixed, 100 pure acrylic based and containing integral color and required by the applicable grading rules. 07310.1 GENERAL Pittsburgh, PA (800-556-7727). texture. 1. Foam insulation in masonry cells. 2. Sandblast finish and final texture determined b application technique, see building " G Exterior Trim: "C Select" (IWP--Choice) SS Douglas Fir or Southern Pine. 2. Blanket/batt building insulation. - elevations for various textures. Y PP q 9 07310..11 SPECIAL REQUIREMENTS: C. Molded Trim Adhesive; As recommended by molding manufacturer for intended 3. Fireproofing insulation. D. Provide nails, screws and other anchoring devices of the proper type, size, material and use, E. Fire Test: finish for application indicated to provide secure attachment, concealed where possible. 07200.13 ENVIRONMENTAL REQUIREMENTS: A. Applicable provisions of the General Requirements shall govern all Work specified herein and 06400.27 FABRICATION f 1. Test by the modified ASTM E-108 method (diversified fire test) with the results are made a part of this Section as if included in their entirety. 06200.3 EXECUTION & Do not,' install insulation when temperature or weather conditions are listed: A. Woodwork: detrimental to successful installation. 07310.12 WORK INCLUDED: 06200.31 INSTALLATION a. Test Conditions: Dryvit panels placed vertically in a test frame using the L .Interior trim shop 07200.14 PRODUCT HANDLING: ASTM=E-108 apparatus. A. Shingles. be "custom grade" manufactured from solid stock. g s• A. Discard units of material which are unsound, warped, bowed, twisted, or too small to 2, Carefully fit equipment to be installed into millwork, Provide filler pieces when A. Do not allow insulation materials to become wet soiled, or covered with ice or F, Sheathing: (minimum requirments, coordinate with structure) fabricate work. required. snow. ,Comply with manufacturer's recommB. Eave, Valley and Ridge Protection,endations for handling, storage and „ 3, Protection: Exposed ends of millwork to be sealed with two coats of spar varnish. See protection during installation. 1. 5/8 .densglass C. Underlayment. B. Install the work plumb, level, true and straight with no distortion. Shim as Section 09900 -Painting. required using concealed shims. Install to a tolerance of 1/8 in 8'-0" for plumb 2. 5/$ cementitious board. Q720Q.2 PRODUCTS Z and level countertops. B. Plastic Laminate Work: G. Sealant Systems: Refer to manufacturer's current literature for D. Fasteners. 0 07200.21 MATERIALS: listing of sealants. w C. Install trim with minimum number of joints possible, using full-length pieces. I. Self edge tops with same grade of laminate as top surface unless indicated otherwise, E. Adhesives, Stagger joints in adjacent and related members. Cope at returns, miter at corners A. Foam insulation : provide pumped foam insulation with equivalent r-value of r-14 in 07240.23 MIXING AND PREPARATION: oG to cI) and use scarf joints for end-to-end joints. 2. Counters and work tops with sinks: Use resorcinol and phenol resorcinol adhesives. all exterior block walls not receiving concrete filled cells. 07310.13 SUBMITTALS 3 A, Primus Adhesive: Stir to obtain a homogeneous consistency using a goldblast jlffier ►- D. Anchor finish carpentry work to blocking with countersunk, concealed fasteners and Apply trim and edging prior to surface sheet. Substrate for back splashes and at edges " U.l mixer #15311H7, powered by a 1/2 drill at 400-500 RPM. U blind nailing as required for a complete installation. Use fine finishing nails for shall be trimmed lumber. Plywood or particle board for back splashes and edges 1. Tailored Chemical A. Product Data: Manufacturers technical literature with installation and storage instructions for } exposed nailings, countersunk and filled flush with finished surface, substrates are not permitted. 2. Aproved Equal, B. Adeps Adhesive: No mixing required. Do not add water, each product specified. t- 06200.32 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION: 06400.3 EXECUTION 07240,3 EXECUTION B. Samples: Submit two (2) samples indicating maximum color range, o0. B. Mineral/Glass Fiber Blanket/Batt insulation: Inorganic fibers formed into flexible U 0- A, Repair or replace damaged and defective finish carpentry work whenever possible to 06400.31 INSTALLATION: resilient blankets; density as indicated, but 1.0 pound minimum; k-value of 0.27; 07240.31 INSPECTION: C. Contract Closeout: Submit warranty in duplicate. 67 eliminate defects functionally and visually. manufacturers standard lengths and widths as required to coordinate with spaces to (P a-, µ1 01 m 01 be insulated; Type NI, reflective aluminum foil facing with integral nailing A. Examination of Substrate: Inspect. the substrate to insure that it is free of all 07310.14 QUALITY ASSURANCE: 6► A. Wood trim shall be installed straight, plumb, level and with closely fitted joints. Blind nailing flanges, at exterior wall and roof insulation; flame spread rating of 25; R=11 for foreign materials which would affect the adhesion of the system. B, Clean finish carpentry work on exposed and semi-exposed surfaces. Touch-up shall be used to the maximum extent practicable, Face nailing shall have nails set and stopped interior walls; R=19 for exterior walls; R=30 for roof insulation, shop-applied finishes to restore damaged or solid' areas. with a non-staining putty, 07240.32 INSTALLATION: A. Reference Standards: Applicable requirements of standards and Specifications referenced C. Ceiling overiayment mineral fiber insulation, mineral fiber sound attenuation fire blankets, herein apply to the Work of this Section, SECTION 06400 ARCHITECTURAL WOODWORK B. Screws shall be used for attachment to metal; setting and stopping of screws shall be in the 1 1/2 inches thick, 16 & 24 inches wide, 48 inches long, unlaced, A, Insulation Board: � some manner as required where nails are used. B, Qualifications: Work shall be performed by a Roofing Contractor, who has installed roofs of d 06400,1 GENERAL 1. Thermafiber sound attenuation fire blankets by USG. 1. Apply to the substrate surface starting from the bottom and supported by similar size and complexity and has been in business for a minimum of five (5),years. Upon C, Joints shall be staggered, concealed or spaced in unobjectionable locations. 2. Approved equal, permanent or temporary means. request, the Contractor shall furnish a list of previous installations. 06400,11 WORK INCLUDED: 2. Stagger and interlock at corners, V) D. Anchor trim work securely. 07200.3 EXECUTION 3. Deletion of insulation board js nqt acceptable. 07310.15 PROJECT CONDITIONS: Q' � M A. Softwood. N N E. Interior exposed plywood and finish woodwork shall have gypsum wallboard backing, 07200.31 INSPECTION: B. Finish: A. Coordinate the Work of this Section with Section 007600 - Flashing and Sheetmetal. .� B. Hardwood. DIVISION 7 THERMAL AND 1. Apply insulation board, reinforced base coat and finish in strict accordance Ls l i A. installer must examine substrate and condition under which insulation work is to be with manufacturer's recommendations. 07310.16 WARRANTY: � o C. Particleboard. performed and must notify contractor of unsatisfactory conditions, 2. Color: See building elevations. MOISTURE PROTECTION 07200.32 INSTALLATION: A, Provide manufacturers Limited Warranty (submit prior to application for final payment against D. Plastic Laminate. defects in materials for a period of 24 years after acceptance of the building by the Owner. ® i E. .Fasteners. SECTION 07100 WATERPROOFING A. GENERAL: SECTION 07250 FIREPROOFING Repairs to the roof shall be made at no additional cost to the Owner, (•� 1. Comply with manufacturer's instructions for particular conditions of 07250.1 GENERAL 07310.2 PRODUCTS (5 Z F. Adhesive. 07100.1 GENERAL installation in ;each case, ' 2. Extend insulation full thickness as shown over entire area to be insulated. 0.7250.11 SPECIAL REQUIREMENTS: 07310,21 SHINGLES: T o G. Molded trim. 07100.11 RELATED DOCUMENTS: Cut and fit tightly around obstructions, and fill voids with insulation. Z Z it - 3. Apply a single layer of insulation of required thickness, unless otherwise A. Applicable provisions of the General Requirements shall govern all Work Specified herein and A. Glass fiber mat gspholtic free, mineral granjlg surf ced / � 2244pp poand er 06404.12 SUBMITTALS: A. Drawings, Specifications, Division 1 and Contract, shown• are made a part of this Section as if included in their entirety. square, Belt-sealing, square tab type, comp yrng wi hAbiSlyA, D3018, type �. V ,J o W B. Asphalt Shingle: GEORGIA PACIFIC, SUMMIT III, or approved equal, (1-800-839-2588) Q- B. Foam insulation A. Product Data: Manufacturer's technical literature with installation and storage instructions for 07100.12 DESCRIPTION OF WORK: 07250.12 WORK INCLUDED;C. Color: "Surf Blue", W s each product specified. 1. Install in accordance with manufacturer's instructions, A. insulation and Sealant System, D. Hips: Made-up and applied on site with alternate overlap, W A. Reference Standards: Applicable requirements of standards and Specifications referenced ys � B. Shop Drawings: therein apply to Work of this section, C. General BuildingInsulation: E. Ridges: Made-up and applied on site. B. Foam System, 1. Submit drawings in reproducible form. B. installer Qualifications: Certify that the installer has no less than ten (10) years continuous 1. Apply insulation units to substrate complying with manufacturers 07310.22 EAVE, VALLEY AND RIDGE PROTECTION: �" o 2. Designate finishes by numbers used in the List of Finishes on the Drawings. experience in waterproofing Work and not less than five (5) years experience as a licensed recommendations to provide permanent placement and support. C, Accessories. _J (� Q applicator of waterproofing materials installed. 2. Set vapor barrier to warm side of construction. Do not obstruct ventilation A. Rubberized asphalt bonded to sheet polyethylene, 40 mil thick. W W 06400.13 QUALITY ASSURANCE: spaces, except for firestopping. 07250.13 SUBMITTALS: F-- 07100,14 PROJECT CONDITIONS: 3. Provide continuous support of insulation with netting as indicated to maintain B. Products: Provide one (1) of the following products subject to conformance with the T o 00 A. Reference Standards: Applicable requirements of standards and Specifications referenced position between trusses at top chord elevation. o A. Product Data: Manufacturers technical literature with installation and storage instructions for requirement specified. � w � herein apply to the Work of this Section. A. Surfaces to receive waterproofing and ambient air temperature shall be at a minimum of 40 F. each product specified, 00 for 46 hours before, during and after waterproofing. 1, "Winter Guard" - Certain Teed Corp., Valley Forge, PA < B. Comply with the requirements of the Architectural Woodwork Institute, Architectural 07250.14 QUALITY ASSURANCE: (800-341-1145). Woodwork Quality Standards. Only "Custom" quality is acceptable, AN Quality Standards B. Do not apply waterproofing materials to frozen or frosted surfaces or during periods of snow 2. "Bituthene" -- W.R. Grace, Cambridge, MA (617-876-1400). 400, or rain. SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEM A. Reference Standards: Applicable requirements of the standards and specifications referenced 3. "Jiffy Seal" - Protecto Wrap Co., Denver, CO (303-777-3001), 06400,2 PRODUCTS C, Keep moisture level around outside of structure below level of application, 07240.1 GENERAL herein apply to Work of this Section. 07310.23 UNDER LAYMENT: 07240.11 RELATED DOCUMENTS: 07250.2 PRODUCTS j 06400.21 SOFTWOOD: D. Adequately vent area of application. A. ANSI/ASTM D226, "No. 30" unperforated asphalt saturated felts. 07250.21 INSULA t t d 1 iancontract. i Di ti ifi S i prawngs, Specifications, Division TION AND SEALANT SYSTEM: -- A, Lumber: Grade stamped by an agency certified by the Board of Review of The American E. Verify that concrete is dry, smooth and free of surface irregularities. A. 07310.24 FASTENERS w Lumbar Standard Committee and manufactured in accordance with Product Standard 20, A. Installation: 0 07100.15 WARRANTY: A, Nails: Hot-Dipped zinc-coated steel, 12 gauge minimum shank, 3/8" head, length sufficient to B, Framing and Blocking: Standard, stud or no. 2 grade, any commercial species. 07240.12 DESCRIPTION OF WORK: 1, Material: Semi-rigid paperless mineral fiber. penetrate deck. A. Warrant waterproofing for a period of five (5) years from the date of completion. Exclude 2. Thickness: As required to produce fire resistance rating indicated for wall and/or floor C. Painted Trim and Moldings: C-select or better, any commercial softwood species. failure due to structural defects. Make repairs at no cost to the Owner. assembly. 07310.24 ADHESIVES: A. Provide all labor, material and equipment necessary to install the field applied 3. Fire Hazard Classification by ASTM E119: D. Moisture Content: Minimum 6 percent, maximum 12 percent up to 2" normal thickness, B. Cracks, less than 0.01 inches in which, resulting from normal shrinkage or expansion of finish system. a, Flame Spread: 15, A. Plastic cement: ANSI/ASTM D2822, Cutback asphalt type with mineral fiber components. WOO maximum 19% for pieces thicker than 2", concrete, shall not be considered as structural defects. b, Fuel Contributed: 0. B. Description ix System: An exterior insulation and finish system consisting of C. Smoke Development: 0, S. Lop Cement: Fibrated cutback asphalt type, Ira E, PL ood: Comply with U.S. Product Standard PS 1, Group 1, Douglas fir unless otherwise 07100.2 PRODUCTS adhesive mixture, insulation board, reinforcing mesh and field applied finish. yw p y p g 4. Density. 4pcf, minimum. !'S specified or noted. Use Exterior grade only, without visible patches or repairs on exposed C. Definitions: 07310,3 EXECUTION w sides. 07100.21 RUBBERIZED ASPHALT SHEET WATERPROOFING: B, Intumescent Wrap: Provide one (1) of the following products subject to conformance with the 1. Trained Applicator/Contractor: The applicator/contractor applying the system requirement specified. 07310.31 EXAMINATION: 1. A-B Grade: Where both faces are exposed. A. Material: Self-adhering membrane of rubberized asphalt integrally bounded to polyethylene to the substrate. 2. A-C Grade: Where only one face is exposed. sheeting 56 mils total thickness. 2. Adhesive: An acrylic -based product. 1. No "2002" - Dow Corning Corp., Midland, MI A, Examine areas in which Work is to be performed, Report in writing to the Owner/Architect all Z 3. Insulation Board: Expanded polystyrene insulation board, (517-,496-4000), prevailing conditions that will adversely affect satisfactory execution of the Work. Do not �+ � G;4. Reinforcing Mesh: A glass fiber used to strengthen the base coat. 06400.22 HARDWOOD: B. Product: Provide one (1) of the fallowing products subject to conformance with the 2. CS 195 - 3M Fire Protection Products, St. Paul, MN proceed with Work until unsatisfactory conditions have been correc#ed, requirements specified. 5. Finish: A factory--mixed; trowel, or in certain instances, spray applied, (800-328-1687). synthetic plaster; with integral color, and available in a variety of texture B. Starting Work constitutes acceptance of the existing conditions and the Contractor shall then, �• X A. Select solid hardwood in species and transparent finish indicated in List of Finishes on the type, which is applied to the outside surface of base coat. y Drawings. 1, "Bituthene" - W.R. Grace & Co., Cambridge, MA C, Sealant: Provide one (1) of the following products subject to conformance with the requirement at his expense, be responsible for correcting all unsatisfactory and defective work encountered. 2 B. Plywood: Face veneers selected to match solid hardwood. 2, "DURAMEN" 700-SM, Pecoma Corporation 07240.13 QUALITY ASSURANCE: specified: 07310.32 PREPARATION: C. Primer: Recommended by membrane Manufacturer. A. Qualifications: 1. "Fire Dam 150 Caulk" - 3M Fire Protection Products, St. Paul, MN V1 06400.23 PARTICLEBOARD: (800-328-1687). A. Verify roof openings are framed, sized and properly located prior to installing roof system, D. Mastic; Recommended by membrane Manufacturer. 1. Manufacturer having marketed exterior insulation and finish system in the 2. Sake Seal Compound" - Thermafiber Division, USG Interiors, Inc„ Chicago, IL LL A. Meet the requirements of ANSI A208.1. United States for minimum 5 years and having completed projects of the some (312-321-4000). B, Verify substrate is dry, free of ridges, warps and voids. E. Adhesive: Recommended by membrane Manufacturer. building type, size and substrate type as this project. 3. "Fire Stop Sealant #2000" - Dow Corning Corp„ Midland, MI B, Density: 44 pounds per cubic feet minimum, (517-496--4000). 07310,33 INSTALLATION: oz0,0o N B. Design and Detailing: �. oo� w� o F, Flashing: Recommended by membrane Manufacturer. � p & z m C, Fire retardant type with test result by ASTM E84. 1. General: Completely encapsulate the insulation board at all locations b the 07250.22 FOAM SYSTEM: A, Install products in accordance with manufacturer's instructions and to meet the requirements ��� � P Y P Y 9 "o Y4=ZF- 0 07100.22 PROTECTION BOARD: lamina or substrate, of Underwriters Laboratories. Class A, W a w o A D. Products: Provide one of the following products subject to conformance with the requirements 2. Substrates. 5/8" Cementitious board A. Material: Two component expanding foam silicone elastomer. 0090 "w Ld specified. A. Horizontal Surfaces: 3. Expansion Joints: Where the system abuts other materials. " B. Coordinate roofing with installation of roof mounted components or Work projecting through L0. awl 0 13, Product: RTV Fire Stop - Dow Corning Corp„ Midland, MI the roof, V, ,� c,, o g I 1, "X-Flame"- Masonite Corp/Particle Board Div„ Stuart, VA 1. Asphalt impregnated hardboard, minimum 1/8" thick. 07240.14 SUBMITTALS: (517-496-4000), - o"a' =x w r--Dw (703-694-7151). C. Installation to provide weathertight service, �'" i °' o W L a �l 2 "Duraflake FR"- Willamette Industries Inc., Albany, OR B. Vertical Surfaces; A. Samples: Submit two 2X4' samples of the system mounted on exterior grade plywood 07250.23 ACCESSORIES V)TF-o` IoW sheathing of each finish, texture and color, used on the project to the owner. � Z cn a (503-928-3341). D. Eave Protection: �a w Sao Prepare each sample using the some tools and techniques proposed for the actual Z( p 1. Expanded polystyrene board, minimum 3/4" thickness. A. Impaling Clips: Galvanized Steel, 041 06400.24 PLASTIC LAMINATE: insulation by the applicator/contractor. a 1. Place eave edge flashing tight with fascia boards. Weather to z ` 9 9 9 p joints and o� 8 C. Use adhesives compatible F- CCM CC CL Q e with waterproofing. 07240.15 JOB CONDITIONS: B. Snap-on Clips and Clinch Shields: Galvanized steel, seal with plastic cement. Secure flange with nails. o - W a o r A. Materials: Comply with NEMA LD--3. 2. Bond rubberized-asphalt protection sheet to roof sheathing by removing releasepaper;cao Z0 Q7100.3 EXECUTION A. Do not apply material to substrates that are at a temperature of 40 degrees F or less. 07250.3 EXECUTION seal seams with compatible sealant. Position lap seal over firm bearing. zowa r)_ u) 1, GP 50: Horizontal grade, 3. Extend protection membrane' up roof slope a minimum 4' beyond interior face of Z Wz�xoo� 2. CL 20: Cabinet liner. 07240.16 LIMITED WARRANTY; 3. BK 20: Backfin sheet. 07100,31 EXAMINATION: 07250.31 INSTALLATION exterior walls. iE S � � o o Q A. Upon request, provide a 5 year limited warrant for materials. 67 4, FR 50: Horizontal Application, fire retardant material. p q P Y Y A. Insulation and Sealant System: E. Valley Protection: 0 6' 6, FR 32: Vertical application, fire retardant material. A. Examine areas in which Work is to,be performed. Do not proceed with Work until 07240,2 PRODUCTS m j unsatisfactory conditions have been corrected. 1. Secure) install insulation on impaling clips, or wedge in lace, 1. Place one layer of roll roofing centered over ridges and valleys, Nail in lace. Y P 9 P 9 P Y 9 g ys. p � B, Pattern and Color Shown in List of Finishes on Drawings, 2. Seal top and bottom of insulated area with fire rated sealant material. 2. Apply lap cement along each of first layer and embed layer of roll roofing centered B. Starting Work constitutes acceptance of the existing conditions and the Contractor shall then, over first layer, Place with mineral surface side up. m with NEMA LD-3 d ANSI A161.2. at his expense, be responsible for correcting all unsatisfactory and defective work encountered, 07240.21 GENERAL: C, Fabricate in accordance wanB. Foam System: U a � �> 7100.32 PREPARATION: A. Obtain all component of the system from the manufacturer or it's authorized F. Underlayment: D. Manufacturers: distributors The approved corn onent manufacturer of the system is Dryvit System, 1, Comply with manufacturers installation instructions for damming penetration. Inc. Have approved applicator contractor trained and currently certified by the 2. Seal gaps or cracks left after damming materials are in place. 1. Place one-ply of underloyment perpendicular to slope of roof, over are not protected 1, Formica Corp., Wayne, NJ 800--524-0159 A. General: Comply with manufacturers instruction for preparing surfaces, manufacturer. 3. Dispense liquid foam into penetration opening immediate) after mixing in b eave membrane, with ends and edges weatherla ed a minimum of 4'. Nail U P Yn ( )• P q� P P 9 Y 9 Y 9 PP 2. Lominart, Elk Grove Village, IL (800-323--7623), accordance with manufacturer's installation instructions. protective underlayment in place. 3, Nevomar Corp.,Odenton, MD (301-569-5000), 07100.33 APPLICATION: 6, Manufacturers: 4. Do not overfill penetration openings. Allow foam to expand approximately three times 2. Weather lap underloyment over eave membrane and seal items projecting through or LUL 4. Pion ite/S terling Engineered Products, Auburn, ME its original volume during cure. mounted on roof with A. Sheet Membrane Waterproofing; a. Sto industries, inc., Atlanta, GA 404-346-3666 9 9 plastic cement. 0 (207-784-9111). P 9' b. Parex Insul/Crete, Redon, GA 404-482-7872 a. Ensure that thickness of liquid foam does not exceed 1" at any point when c 5. Ralph Wilson Plastics Co., Temple, TX (910-890-5880). c. Simplex Finestone, Milford, MA 800-872-8471 dispensing continuously. G. Flashing: 6, Westinghouse, Micarta Div., Hampton, SC 800-642-2782 1• Apply in accordance with manufacturers instructions. w Q g p ( )• b. If the opening is not filled when the cured foam has completed its expansion, � M I $e 2. Surfaces shall be dr and free of dirt, oil, or other contaminants. 07240.22 MATERIALS: repeat the procedure until the opening is filled to the required level, Allow 10 1. Weather lap joins and seal weathertight with plastic cement, Nail in place. Conceal 7, Wilsonart Brand Decorative Laminate, Temple, TX {800-433-3222), 3, Apply primer at coverage rate recommended by the manufacturer. minutes between each application. fastenings. 06400..25 FASTENERS: 4. Overlap membrane 2 1/2" and seal exposed edges with mastic. A. Adhesive: SHEET NO, 5. Leave dam in place for 24 hours to allow foam to fully cure, 2. Flash and seal work projecting through or mounted on roofing, including ridge or slope A. Nails shall be of size and type best suited far the purpose in accordance with the requirements vents, with plastic cement. of the National Forest Products Association• B. Protection Board: Apply in accordance with the manufacturer's instruction prior to placement i. Bond Strength to 5/8" cementitious board Meet or exceed 50 p•s.i B. Screws used where nailing is impracticable shall be of the size best suited for the purpose. of concrete or backfilling. when tested per ASTM D-897. SP,3 W H. Asphalt Shingles: 07570.3 EXECUTION SECTION 07900 JOINT SEALERS 0$100.32 INSTALLATION: 1, Install shingles in straight coursing pattern over entire roof area starting with first 07570.31 INSPECTION: 07900,1 GENERAL B. Primer: A. Install standard steel doors, frames, and accessories in accordance with course at bottom of slope as recommended by the Manufacturer. A. Concrete: Verify that the work done under other sections meets the following requirements: 07900,11 SPECIAL REQUIREMENTS 1. Ensure that primer fully covers surfaces to which sealant Is to adhere, manufacturer's data, and as herein specified. Suk 2, Project first course of shingles 34" beyond roof deck, . Apply t flood surfaces. ► 3. Ca his and non -vented section of ride with individual shingles, maintaining P P 9 1. That the concrete deck surface is free of ridges and sharp A. Applicable provisions of the General Requirements shall govern all Work specified 3, Allow p lmer t bristle fdry 30contactingminutes faces of panels, back is joint or backer rod. B. Placing Frames; recommended weather exposure. g rp protections. pp p q g o sp le herein and P " 4, Allow primer to dry 30 minutes minimum prior to application of backing rod and „ 4. Place two daubs of plastic cement, 1 in diameter, under each shingle corner exposed 2. That the concrete was cured for a minimum of 28 days. (Minimum of 3,000 psi are made a part of this Section as if included in their entirety. 1. Comply with provision of Recommended Erection instructions for Steel Frames", P 9 P sealant. P Y to weather on roof slopes less than 4 in 12. compressive strength). Woter-cured treatment of concrete is preferred, The use of unless otherwise indicated. concrete curing agents, if any, shall be of the sodium silicate base only; others require 07900.12 WORK INCLUDED: C. Backing Materials: 2. Place frames prior to construction of enclosing walls and ceilings. Set frames written approval by manufacturer, accurately in position, plumbed, aligned, and braced securely until permanent 3. That the concrete was finished by a power or hand steel trowel followed by soft hair A. Sealants. anchors are set. broom to obtain light texture or "sidewalk" finish. 1. Install rod with blunt probe or plain faced roller, using a template or roller gauge to SECTION 07410 METAL ROOFING 4. That the damaged areas of the concrete deck be le control the depth rod is placed. a. Locate three (3) concealed wall anchors of proper design for wall restored to match adjacent areas. B. Primers, 2, Install in continuous lengths as long as practical condition per jamb, one each at hinge and strike levels. Provide angle Use 100% solids epoxy and sand for filling and leveling. 3. Do not puncture, fold or crease backer rod. Replace punctured backing rod. floor clip for each jamb with floor fastener to suit floor construction. 07410.1 GENERAL C. Back-up Materials. 4. Backing rods shall have compression fit. 07410.11 RELATED DOCUMENTS: 07570.32 PREPARATION: 07900.13 SUBMITTALS: ' 5, Joint size: C. Door Installation: Depth of joint shall not exceed width of joint. A. Cleaning: Surfaces contaminated with oil or grease shall be vigorously scrubbed with a power a. 1. Fit hollow metal doors accurately in frames, within clearances specified in A. Drawings, Specifications, Division 1 and Contract, broom and a strong non-sudsing detergent, Thoroughly wash, clean and dry. A. Product Data: b. Minimum depth: 1/4". "Recommended Specifications Standard Steel Doors and Frames". C. Maximum depth: 1/2". 07410,12 DESCRIPTION OF WORK: B. Etching: Treat concrete surfaces with 10% to 15% solution of muriatic acid to remove laitance 1. Manufacturer's technical literature with installation and storage instructions for each 6• Install bond breaking tape in shallow joints. Completely cover back surface. Do not D. Adjust and Clean: and impurities. After acid has stopped foaming or boiling, immediately rinse thoroughly with product specified. diminish area of edge adhesion of sealant. j A• Prefinished metal, standing seam panels with applied battens, field assembled with concealed water. Re --rinse as required to remove muriatic acid solution. Note: If acid etching is not 1. After erection, sand smooth all rusted or damaged areas of prime coat and apply fasteners. p g ' p P pP • D. Sealant: touch --up of compatible air -drying primer, practical, shotblastin Is as acceptable alternative. 2. List rimers recommended for each application, �' Z 2. Check and readjust operating finish hardware items, leaving steel doors and 0 07410,13 QUALITY ASSURANCE: C. Cracks and cold joints: Visible hairline cracks (up to 1/16" in width) in concrete and cold joints B. Contract Closeout: Warranty, 1, Install accordance with manufacturer's written instructions and the requirements of frames in proper operating condition. 47 in duplicate. ASTM C962. ul shall be cleaned, primed and treated with polyurethane deck coating material a minimum I d> f- 2. Apply sealant with continuous pressure ahead of sealant gun. Size gun nozzle to fit SECTION 08200 PLASTIC LAMINATE -CLAD WOOD DOORS A. Water penetration as per ASTM E 331. distance of 2" on each side of crack to yield a total thickness of 30 dry mils. Largs cracks 07900.14 .QUALITY ASSURANCE: Z W N (over 1/16 joint, completely filing joint. Superficial in width) in concrete shall be routed and scaled wit Neogard 70991 sealant or pointing with skin bead is not acceptable. O p P p polyurethane pp y g pp y . O year g 9 9 3, At vertical joints, gun seal;ant from the bottom of joint upward, 08200.1 GENERAL B, end uplift as per U.L. for Class 90 resistance or per local codes, other of rethane sealant approved b Neogard. Sealant shall be applied to inside area of A. Warrant installation for one 1 ar a ainst becoming unserviceable or cousin an F- F- tu crack only, nota lied to deck surface. Detail sealant cracks with polyurethane deck coating objectionable appearance resulting from either defective or nonconforming materials and 4. Tool sealant within 10 minutes after installation to produce proper joint profile, fill voids U ul Y PP P yu g je PP 9 9 N} " and ensure full contact with sides of joints. 0$200.11 RELATED DOCUMENTS: C. Warranty: Provide a written warranty signed,by roofing materials manufacturer and roofing material a distance of 2 on such side of crack to yield a total thickness of 30 dry mils. workmanship. - y 5 sub -contractor. Warranty panels for 20 years against defects of materials and factory . Tool lightly with minimum pressure using soapy water to prevent adhesion to tools. workmanship. Warranty color finish for 20 years against peeling, blistering, cracking, fading, D• Control Joints: Seal secondary control ,joints with Neogard 70991 sealant. Sealant shall be 07900.2 PRODUCTS A, Drawings, Specifications, Division 1 and Contract, Z Y. o� chalking, pitting and chemical resistance, Warranty installation of panels and flashing for 5 applied to inside area of joint only, not applied to deck surface, Detail sealed joints with 07900.32 CURE AND PROTECTION: 0 ua 4�) ' years against rupture, leaks and poor workmanship. Should leaks occur within this period, polyurethane deck coating material a distance of 2" on each side of joint to yield a total 07900.21 SEALANTS: 08200.12 DESCRIPTION OF WORK: I U a- 40 A, Cure sealants and caulking compounds in compliance with manufacturers instructions W 4P repairs to the roof and flashing shall be made without additional cost to the Owner. thickness of 30 dry mils. and recommendations. a' m m A. Sanitary: A. Solid core doors with plastic laminate faces. 61 a_, I 07410.2 PRODUCTS E. Sheet Flashing: Install sheet flashingwhere indicated on the drawings prior to the application �I �j B w1 of base coat. g P PP 1, Mildew resistant, one part, silicone rubber. DIVISION 8 - DOORS AND WINDOWS B. Hollow cors doors with plastic laminate faces. 07410.21 MANUFACTURERS (Not limited to the following): 2. Colors: Match sealant material to colors of adjacent materials, as selected by the SECTION 08100 STEEL DOORS AND FRAMES 08200.13 COORDINATION: F. Surface Conditions: Surface shall be clean and dry prior to coating. Owner from manufacturer's standard colors. A. "Tea -Panel" Metal Standing Seam Roof, Color; "Royal Blue", 3, Products: Provide one of the following products subject to conformance with the 1 0$00.1 GENERAL A. Templates. Obtain templates Z Berridge Manufacturing Company, Houston, TX (800-231-8127). 07570.33: APPLICATION requirements specified. p p tes for hardware in order to accurately machine doors to receive Q. "786" - Dow Corning Corp., Midland, MI (517-4964000), 08100.11 RELATED DOCUMENTS' hardware, B. "Foremost 801 Custom Standing Rib", Color: "Slate Blue", A, Primer: Apply Neogard Primer to all concrete surfaces. b. "SCS -1702" General Electric Co.,/Silicone Products Div., Waterford, NY (n Foremost ManufacturingCompany, Southfield, MI 800-521-9316. 518-237-3330 • B. Finish Hardware Items: Receive finish hardware items supplied by other for installation under (� ( ) ( ) A. Drawings, Specifications Division 1 and Contract. this Section. X M B. Base Coat: Apply Peda-Gard It polyurethane coating material to deck surfaces to yield an I I C. ''PC Standing Seam", Color: "Bright Slue", average 18 dry mils, B. Interior: B. See drawings for extent of doors and frames furnished by y owner and installed b OLN N ATAS Aluminum Corporation, Allentown, PA (215-395-8445). contractor g 08200.14 QUALITY ASSURANCE: q! 12k: nk WC. Wearing Surface Coat: Apply Pede-Gard II polyurethane coating material o Yield an average of 1. One part, non -sag, acrylic latex meeting the requirements of ASTM C834 with 10 Year 0 0 07410.22 UNFINISHED METAL: 6 dry mils and immediately broadcast properly graded, evenly distributed, hard aggregate at life expectancy. 08100,12 DESCRIPTION OF WORK: A. Comply with the requirements of the following standards unless otherwise indicated. v� the rate of 10 pounds per 100 square feet. When dry, remove excess aggregate and re -coat" A. 24 or 26 gouge sliest steel, ASTM A 446, grade C, with ahot-tl(pped galvanized coating surface with Peda-Gard II polyurethane coating material to yield an average of 8 dry mils. Total 2, Colors: Match sealant material to colors of adjacent materials, as selected by the A. Extent of standard steel doors and frames is shown and scheduled on drawings. B. Wood doors shall conform to NWMA Industry Standards I.S. 1-A Wood Flush Doors of the conforming to ASTM A 525, 0-90, Panel: 12" or 12-3/4" centerline to centerline of standing system coating thickness average 32 dry mils exclusive of aggregate. Owner from Manufacturer's standard colors, National Woodwork Manufacturers Association. O + 0$1Q0.13 QUALITY ASSURANCE: seam, with 1" standing seam. Panels shall be continuous from ridge to eave with no horizontal 3. Products. Provide one of the following products subject to conformance with the It 01) joints, Texture to be smooth integral ridge vent to match system, D. Special Color Top Coated: Special•color top coat of epoxy and aliphatic urethanes is to be used requirements specified, A, Provide doors and frames complyingwith Steel Door Institute "Recommended C. Where fire --resistance classifications are shown or scheduled for wood door assemblies, provide 0, W L' U. "Chem -Calk 500" - Bostik Construction Products, Huntington Volley, PA " doors Standard for Fire Doors and Windows' and which have been tested and rated with � � with the Peda Gard II system. Color as selected from manufacturers standard colors. g y Specifications: Standard Steel Doors and Frames . 07410,23 FINISH: (800-523-,6530). single point hardware by UL Provide UL label on each door and panel. Z 07570.34 CLEANING: b. "AC -20'- Pecora Corporatoin, Harleysville, PA (215-723-651), B. Provide standard steel doors and frames by one of the following: Z - A. Duranor fluoropolymer, factory applied, spray coating containing at least 70% of Kynar 500 c. "Acrylic Latex"- Tremco, Cleveland, OH (216-292-5000). D. National Electric Manufacturers Association; NEMA 1-D 3-1991. (� S or siliconized polyester resin over a smooth coat of corrosion resistant epoxy based primer. A. Remove debris resulting from completion of coating operation from the project site. 1. Amweld Building Products Division �! C. Exterior joints greater than 1/2". 2. Ceco Corporation 08200.15 SUBMITTALS: o B. Color: -AS stated oboe or to match architects sample. 3. SteelCraft Manufacturing Company Z 1. Two art non -sag, of rethane type, meeting the requirements of ASTM C920 with A. Submit shop Drawings for items furnished under this Section showingdimensions and details. W � SECTION 07600 SHEET METAL AND ROOF ACCESSORIES P g t �' '� g q 08100,14 DELIVERY, STORAGE, AND HANDLING: Show full range of plastic laminate colors and textures. Obtain approval of shop, Drawings Q 20 year life expectancy. � 9 P pp p g ® w 07410.24 ACCESSORIES: 07600.1 GENERAL 2. Colors: Match sealant material to colors of adjacent materials, as selected by the A. Deliver hollow metal work cartoned or crated to provide protection during transit before fabrication. T_ Owner from manufacturers standard colors. and job storage. p w 00 3. Products: Provide one of the followin roducts sub ect to conformance with the 08200.16 WARRANTY: A. Edge flashing, counter flashing and vented ridge cap to be by same manufacturer, color and 07600.11 RELATED DOCUMENTS: 9 P j (-- material as metal requirements specified. 8, Store doors and frames at building site under cover in vertical position. Place _J A. Drawings, Specifications Division 1 and Contract. units on wood sills and provide spaces between each unit. A. In addition to the guarantee by the Contractor, the door manufacturer shall warranty in writing U a. Chem -Calk 500" - Bostik Construction Products, Huntington Valle PA that the solid core doors will not develop any defects that will make them unsuitable for their W a a SECTION 07570 PEDESTRIAN TRAFFIC BEARING WATERPROOFING B. See Section 06100 for termite shield, g y' 08100,2 PRODUCT intended use during the life of the installation, war a e in an direction beyond 1 4" in 7'-0" Z (800-523-6530). 9 P 9 Y Y / 07570,1 GENERAL b. "Dymeric" - Tremco, Cleavland, OH (216292-5000). will be cause for rejection w 07600.12 DESCRIPTION OF WORK:c• "Dynotrol II" - Pecora Inc., Harleysville, PA (215-723-6051). 08100.21 MATERIALS: 1. Hollow Core Doors: Two (2) year warranty, ® U a 07570.11 RELATED DOCUMENTS: 2. Solid Core Doors: Life of door installation. A. The extent of roof accessories and sheet metal work is indicated on the drawings and A. Hot -Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and a. < � d D. Exterior Joints less than 1/2"; 08200.2 PRODUCTS by provisions of this section with the following work specified herein: oiled. A, Drawings, Specifications, Division I and Contract. 1, Flashing and counter flashing. 1. One -part non -sag acrylic Terpolymer formulation meeting the requirements of FS -TT -5- B. Cold -Rolled Steel Sheets: Commercial quality carbon steel. 07570.12 DESCRIPTION OF WORK: 2. Gutters & Downspouts. 230 with 20 year life expectancy. 08200.21 WOOD DOORS: 3. Ridge vent. 2. Colors: Match sealant material to colors of adjacent materials, as selected by the C. Galvanized Steel Sheets: Zinc --coated carbon steel sheets of commercial quality. Owner from manufacturer's standard colors. A. Wood doors shall have high pressure plastic laminate face veneers in color(s) as selected by A. The pedestrian deck coating shall ml p complete system of compatible materials supplied by 07600.13 JOB CONDITIONS: 3. Products: Provide one of the following products subject to conformance with the D. Fabricate supports and anchors of not less than 18 gauge galvanized sheet steel. the Owner, see door schedule on the drawings, Q one manufacturer to create a seamless waterproofing membrane. g P 1 ' 9 9 9 9 • .m. requirements specified. B. The Pedestrian deck coating shall be designated for application on the specific type of deck A. Coordinate work with interfacing and adjoining work for proper sequencing of each a. "601" - Pecora Corporation, Harleysville, PA (215-723-6051). E. Inserts, Bolts, and Fasteners: Manufacturer's standard units except hot -dip B. Solid Core Doors: V installation. galvanize items built into exterior walls. Provide hot dip galvanized units at all b. "Mono" -Tremco, Cleveland, OH (216-292-5000). 1. Solid Particle Board Core, material shall meet the requirements of Class "1-L-1", ANSI W indicated on the drawing. conditions in high humidity areas similar to Florida and Hawaii, �,,� Q 07600.2 PRODUCTS E. Sealants for Exterior Insulation and Finish S EIFS A20&l. i 07570.13 QUALITY ASSURANCE: System (EIFS): F. Shop Applied Primer: Rust inhibitive enamel or paint suitable as a base for 07600.21 SHEET METAL MATERIALS: specified finish paints. 2. Fire Rated Doors; Meet the requirements of ASTM E152 and carry fire rated labels from V,. A, Applicator Qualifications: Applicators shall be approved by manufacturer as licensed either Underwriters Laboratories, Inc. or Warnock Hersey international, Inc, Doors shall 08100.22 FABRICATION: have labels attached. Provide certificate of fire rating. applicators. A. Zinc -Coated Steel: Commercial quality with 0.20% cooper, hot --dip galvanized; 1. Sealants for use with Exterior. Installation and finish System (EIFS) are specified under 0.0359" thick (24 gauge) except as otherwise indicated, Provide equivalent gauge a copper or stainless steel in high humidity areas similar to Florida and Hawaii. Section 07242 - Exterior Installation and Finish System (EIFS) and not considered a A. GENERAL: C. Hollow Core Doors Guest toilet rooms only).`•d 8, Requirements of Regulatory Agencies: PP 9 Y part of this Section. ( .� sm+ 1. Fabricate steel door and frame units rigid neat in appearance and free from W &A 1. The pedestrian deck coating system shall be rated Class "A" by Underwriters B. Mastic Sealant: Polyisobutylene; Non hardening, nonskinning, nondrying, non defects, war or buckle. 1. Provide resin impregnated honeycomb core, with blocking on both sides of Boar for ,�,,, 0 migrating sealant. 07900.22 PRIMERS: phardware, Provide blocking for robe hooks. Laboratories (ASTM E 108/UL 790). Containers to bear underwriters laboratories 2. Fabricate exposed faces of doors and panels from only cold -rolled steel,3. Fabricate frames, concealed stiffeners,' reinforcement, and edge channels, from labels, A. Primers as required and recommended by sealant manufacturer. Submit list of recommended 08200.22 MANUFACTURER C. Provide sheet metal clips, straps, anchoring devices and similar accessory units as process for each application. either cold -rolled or hot -rolled steel (at fabricator's option). 07570.14 SUBMITTALS: required for installation of work, matching or compatible with material being P PP 4. Fabricate exterior doors, panels, and frames from galvanized sheet steel, Close installed. top and bottom edges of doors with flush channel as integral part of door A. Wood doors shall be as manufacturer by Algoma, Eggers, Buell, Weyerhouser or approved B, Provide cleaner conditioner required for glass and glazed surfaces as recommended by sealant construction.equal. CQ A. Product Data: Submit manufacturers product literature and installation instructions, D. Aluminum: ASTM 8 209, 31051-114 alloy and temper coil stack, Prefinished at gutters, manufacturer. 5. Fire Rated Assemblies: Tested in accordance with UL -10(b), NFPA 252 and/or downspouts and drip edges: Shop precoated on outside with minimum 1 mil, thick ASTM e-152. Provide certificate indicating hourly fire rating by testing laboratory 08200.3 EXECUTION i B. Samples: Submit samples of specified traffic deck coating system. semi -gloss vinyl acrylic finish in color to match siding and approved by the owner with 07900.23 BACK --UP MATERIALS: recognized by local building code authority. Label shall be affixed to doors and (� vinyl coating on inside. Mill Finish: Coil metal manufacturers standard mill finish, both sides. frames as evidence of compliance with required rating. `� r C, License Certificate: Submit a currently dated Applicator's License Certificate issued by A. Bond Breaker Tape: "470 or 481 polyethylene" - 3M Adhesives, Coatings and Sealers Div„ 6. Unless otherwise indicated, provide countersunk flat Phillips heads for 08200.31 INSPECTION: W. manufacturer. E. Provide non -corrosive leaf screens at gutters. St. Paul, MN, exposed d screws and bolts, Z ( ) A. Installer must examine door frames and verify that frames are correct types and have been ``, D. Maintenance Agreement: Upon completion of installation of the system, submit joint F. Pipe and conduit flashing: 41b lead sheet. B. Joint Backer Rod: p installed as required for proper hanging of corresponding doors and notify the Contractor in 9 p p Ys 1 B. Finish Hardware Preparation; writing of conditions detrimental to proper and timely installation of wood doors. Do not w O manufacturer/ Applicator Maintenance Agreement. G. Roof Accessories proceed with installation until unsatisfactory conditions have been corrected in a manner 1. Closed cellpolyethylene size to produce 25 percent minimum compression when 1. Prepare doors and frames to receive mortised and concealed finish hardware in 1. Maintenance Agreement Requirements: The materials and workmanship Involved in this iP P P accordance with finish hardware manufacturers recommendations, acceptable to installer, g q P 1. Continuous ridge vent: Fabricated with internal baffles, configured to roof slope, self- installed in joint. 2. Reinforce doors and frames to receive surface -applied hardware, Drilling and application shall be guaranteed, on a single document, by manufacturer and the flashed with matching plastic and closures, Prefinished aluminum. Color to match roofing. 2. Products: "Ethafoom" - Dow Chemical USA Midland, MI 800-258-2436. w wo ( ) tapping for surface- applied finish hardware may be performed at project site, 08200.32 PACKAGING AND STORAGE: licensed applicator for five years. Manufactured by 3. Locate finish hardware in accordance with "Recommended Locations for Builders W is o C)W z a• "Roll Vent" - Benjamin Obdyke, inc., Warminster, PA 215-672-7200 07900.3 EXECUTION Hardware' published b Door and Hardware Institute and local codes. TO 0- m f p y A. Comply with "WIC" Technical Bulletin 420_R for delivery, storage and handling of doors. 07570,15 PRODUCT DELIVERY, STORAGE AND HANDLING: b. "Shinglevent" - Certaineed Company, Peoria Heights, IL 800-247-9817 c. "Ridge Shingle Vent" - Air Vent, Inc., Peoria Heights, IL 309-6$8--9817 07900.31 INSTALLATION: C. Shop Painting: 08200.33 INSTALLATION: oo°=~W°� A. Delivery. Materials shall be delivered in original sealed containers, clearly marked with supplier's S0° zW'Z) 'd name, brand Hams and type of material 2. Soffit Vent: Continuous louvered vent strip prefinished with matching plastic end closures. 1, Clean, treat and point exposed surfaces of steel door and frame units, A. Condition of doors to averageprevailingya k V) vw0 A. General, Provide sealant at all interior ands exterior ' lots around louvers, doors, frames, P P B. Storage and Handling: Recommended material storage temperatures 75 F. Handle products Color to match surrounding color. nd pavingntrdeaysjoint Qn oiletlla�e�as ar�d bathrooms�nandexo, isl o,rIi twhiere shown including galvanized surfaces. g humidity in installation arca prior to hanging. W -0Q QN 9 07600.22 FABRICATED UNITS: 5 08100.23 STANDARD STEEL DOORS B. For installation of hardware, see Section 08700 of these Specifications, yr v Q m W_ ; - W to avoid damage to container. Do not store for long periods in direct sunlight. v-> 3- O L, F �i A, Shop -fabricate work to greatest extent possible, Comply with details shown, and �-, �, D� W 1. Exterior locations include but not limited to: C. Install wood doors in accordance with manufacturers instructions and as shown. � it F yr ° 07570.16 JOB CONDITIONS: with applicable requirements of Sheet Metal and Air Conditioning Contractors A. Hollow instal doors: conform to SDI 100, Grade I standard duty 1-3/4" thick. Minimum LU National Association "Architectural Sheet Metal Manual". Fabricate for waterproof a. Expansion joints. 20 gauge face thickness with expanded polystyrene foam bonded to the inside. of g� L/'oa A. Environmental Conditions: and weather -resistant performance; with expansion provisions for running work. Form b. Door and window frames and adjacent construction. D. Install fire -raked doors in corresponding fire -rated frames in accordance with requirements of oM work to fit substrates. Form exposed sheet metal work without excessive C. Under thresholds, NFPA 80. - 1. Do not proceed with application of materials when deck temperature is less than 40 oil -conning, buckling and tool marks, true to line and levels as indicated, with d. Construction joints, 08100.24 STANDARD STEEL FRAMES: ¢ ° - Wy 4 a ~ 0.Q' Et F-- D L W 2Z� oV)oa exposed edges folded back to form hems, e, Refrigerant lines entering building. E. Prefit doors to frames and machine for hardware at factory as required for proper fit and war I-. v F. z az ZL32 2. Do nota I materials unless surface to receive coatingIs clean and dry, or if f. Wall and soffit joints. A. Provide 16 au e metal frames for doors and other o enin s, Exce t uest bathroom uniform clearance at each edge. u -a aoaa apply y B. Fabricate non-moving seams in sheet metol with flat -lock scams. Tin edges to be gauge openings, P 9 W z `-, z `_' precipitation is imminent. g 9 g" Metal to concrete. frame are 18 gauge of sizes shown on drawings with concealed fastenings, unless �B �M 3. After completion of application, do riot a;;ow traffic on coated surfaces for a period of seamed, form seams and solder. h, Metal to masonry. otherwise indicated, P / " j / " g m F. For non -rated doors, provide clearance of 1 8 at ams and heads; 1 8 at meeting stiles for o Q o at least 48 hours at 75 F and 50% R.H., or untiicorn letel cured, L Masonry to concrete, pairs of doors; and 1/2 from bottom of door to top of decorative floor finish of covering. 0 6+ P Y C. Non -Expansion Type Joints: Provide for proper installation of elastomeric sealant. 1. Fabricate frames with mitered corners, welded construction for exterior �.�.. 6► j. Junction between vertical and horizontal surfaces. Where threshold is shown or schedule, provide 1/4' clearance from bottom of door to top of applications and knocked- down for field assembly at interior ,applications. threshold. k, Joints in coping caps and exposed roof flashing. tlJ 07570.2 PRODUCTS D. Provide for separation of instal from non compatible. metal or corrosive substrates by Ship welded frames to site with removable steel spreader at bottom. Do not coating concealed surfaces to location of contact, with bituminous coating or other I. Expansion joint covers. c{t 07570.21 ACCEPTABLE SYSTEMS: 9 g remove spreader until completion of wall construction. G. For fire -rated doors, provide permanent separation, M. Penetrations between A/C sleeves and adjacent construction. p de clearances complying .with NFPA $0. c<� A. Peda-Gard 11 - by Neogard, 6900 Maple Avenue, Dallas, Texas (214--353-1689) 2. Frames except guest bathroom shall have a security anchor system installed on 2. Interior locations include but not limited to: 08200.34 ADJUST AND CLEAN: 07600.3 EXECUTION strike jamb consisting of a compression anchor at 3-1/2' from heed of door B. Approved equal. a. Door and window frames and adjacent construction. frame and a "Z" type security anchor at 45" above floor. U. 07600,31 INSTALLATION REQUIREMENTS: b. Under thresholds except marble. A. Rehang or replace doors which do not swing or operate freely, as directed by Architect. ...., 07570.22 MATERIALS: C. Construction joints. 3. Pocket door (split) frame: As detailed, complete with pocket framing, wall braces, A. Comply with manufacturers installation instruction and recommendations, and with d, Door bucks not flush with thresholds. floor clips and bumper brackets, bumpers, track supports and plastic guides. B. Refinish or replace doors damaged during installation, as directed by Architect. �'d Sheet Metal and Air Condition Contractors National Association Architectural Sheet e, Expansion int covers, Sliding doors and hardware are shown in hardware schedule. W A. Pedestrian Traffic Deck Coating Material: Metal Manual". Anchor units of work securelyIn lace, rovidin for thermal P C. Advise the Contractor of ro er rocedures re aired for rots i, t C 1• Primer: Neogard Primer for concrete, masonry, tile, wood and metal flashing. expansion of metal units; conceal fasteners here possible, andsetunits true to 3. Sanitary:B. Provide two (2) silencers on strike jambs of single -swing frames. from damage or deterioration until acceptance of work. Prate 2• Sheet Flashing: Elastomeric sheet flashing material having a minimum thickness of 60 line and level. Install work with laps, pints and seams which will be permanently g P a. Tubs, lavatory tops, water closets. p SECTION 08210 WOOD DOORS F SANFl :�: watertight and weatherproof. 08100.3 EXECUTION W T05, (Uncured neoprene sheet is preferred,) b. Around fixed kitchen equipment and counter tops. W 3. Liquid Flashing ; Neogard 7400 series or 70420 series polyurethane coating. 07600.32 CLEANING AND PROTECTION: C. Joints at mirrors located in wet areas, 08100.31 INSPECTION: V' 4, Aggregate; Uniformity graded (16/30 mesh): hard aggregate having a minimum d. Joints between ceramic tile and vinyl wall covering. 08210.1 GENERAL SHEET No. REV. No.: A. Cl hardness of 6.5+ on Mohs scale or as approved by Neogard. A. Examine substrate and conditions where steel doors and frames are installed and Q Clean exposed metal surfaces, removing substances which might cause corrosion of 4. See other sections for sealing to be performed as art of the work of that section and notify architect of an conditions detrimental to proper and timet completion of 5. Elastomeric Coating Material Neogard 7400 series or 70420 series polyurethane metal or deterioration of finishes. 9 P P Y Y P P Y P 0$210.11 RELATED DOCUMENTS: coating gray or tan in color. not specified herein. work 6, Sealant: Neogard 70991 Sealant, or other polyurethane sealant approved by Neogard, A. Drawings, Specifications Division 1, and contract.SP,4 r ( W 08210.12 DESCRIPTION OF WORK: A. Extent and location of each type of wood door is shown on drawings and in schedules, Provide following: 1. Solid core flush wood doors with medium density overlay faces. 08210.13 QUALITY ASSURANCE: A. Submit written agreement on door manufacturer's standard form signed by Manufacturer, Installer, and Contractor agreeing to repair or replace defective doors which have warped (bow, cup or twist) or which show photographing of construction below in face veneers. 1. Provide warranty in effect for a five (5) year period following date of substantial completion. 08210,14 PRODUCT DELIVERY, STORAGE, AND HANDLING: A. Protect wood doors during transit, storage and handling to prevent damage, soiling and deterioration. 08210,2 PRODUCTS 08210.21 MATERIALS AND COMPONENTS: A, Face Panels: Manufacturer's standard 2 -ply face panels, unless otherwise indicated, B. Exposed Surfaces: As specified with some exposed surface material on both faces. 08210.22 SOLID CORE WOOD DOORS: A. Provide solid core wood doors by one of the following: 1. Cal -Wood 2. Eggers B. Core Construction: Mat formed particle board. C. Face Panels: Manufacturer's standard 2 -ply face panels of medium density over -lay applied over manufacturer's standard thickness hardwood face veneer. Provide any close grain hardwood for exposed edges and other exposed solid wood components. 08210.23 SHOP -PRIMING: A. Before delivery of door to project site, shop -prime exposed portion of wood doors. 08210,3 EXECUTION 08210.31 INSPECTION: A. Examine door frames and verify that frames are correct type and have been installed as required for proper hanging of corresponding doors and notify architect of conditions detrimental to proper and timely installation of wood doors, 08210.32 INSTALLATION: A. Condition doors to average prevailing humidity in installation area prior to hanging, by delivery to site four (4) days prior to installation. B. Install wood doors in accordance with manufacturer's instructions and as indicated. C. Align doors to frames for proper fit and uniform clearance at each edge and machine for hardware. Seal cut surfaces after fitting and machining. 1. Bevel doors 1/8" in 2" at lock and hinged edges. D. Provide clearances of 1/16" at jambs and heads; and 1/4" from bottom of door to top of decorative floor finish or covering. Undercut by 1" for HVAC where indicated. 08210.33 ADJUST AND CLEAN: A. Rehang or replace doors which do not swing or operate freely, as directed by Owner's Representative. SECTION 08410 ALUMINUM ENTRANCES AND WINDOWS 08410.1 GENERAL 08410.11 RELATED DOCUMENTS: A. Drawings, Specifications Division 1, and Contract. 08410.12 DESCRIPTION OF WORK: A. Extent of packaged aluminum entrances and windows is shown on drawings and schedules and includes the following: 1. Exterior entrance doors and frames. 2. Storefront type framing system. 08410.13 QUALITY ASSURANCE: A. Comply with applicable provision of "Metal Curtain Wall, Window, Storefront, and Entrance Guide specifications Manual", by Architectural Aluminum Manufacturer's Association. B. drawings and specifications are based upon the TRIFAB it 450 framing system as manufactured by the kowneer Company, Inc. C. Provide packaged aluminum entrance by manufacturers listed, but not limited to; 1. Kowneer 2. Stanley Automatic door C. Performance and Testing: 1. Fabricate exterior components from stock systems which have been designed to provide for expansion and contraction resulting from ambient temperature range of 120 degrees F (49 degrees C). 2. Fabricate exterior components from stock systems which have been tested to withstand uniform pressure of 20 psf inward and 20 psf outward. 3. Fabricate exterior storefront components from stock systems which have been tested to demonstrate permanent resistance to leakages as follows: a. Air Infiltration: Not more than 0.06 cfm per square foot. b. Water Infiltration: No uncontrolled water penetration. D. Wherever possible, take field measurements to insure proper fitting of work. However,proceed with fabrication and coordinate instllation tolerances as necessary when field measurements might delay work. E. Provide shop drawings for standard units from the manufacturer upon request, 08410.2 PRODUCTS 08410.21 MATERIALS AND ACCESSORIES: A. Aluminum Members: Alloy and temper recommended by manufacturer for strength, corrosion resistance, and application of required finish. Main extrusion; 6063-T5 extruded aluminum alloy of 0.125" minimum wall thickness. B. Fasteners: Aluminum, non-magnetic stainless steel, or other material warranted by manufacturer to be non- corrosive and compatible with aluminum components. 1. Do not use exposed fasteners except where unavoidable for application of hardware. Match finish of adjoining metal and use Phillips flat -head machine screws. 2. Reinforce aluminum less than 0.125" thick with aluminum or non-magnetic stainless steel at screw anchors. C. Concealed Flashing: Dead -soft stainless steel, 26 gauge minimum, type selected by manufacturer for compatibility. D. Brackets and Reinforcements: Manufacturer's high --strength aluminum units where feasible; otherwise, non- magnetic stainless steel or hot -dip galvanized steel. E. Masonry Inserts Where Required: Cast iron, malleable iron, or 12 gauge steel hot -dip galvanized. F. Bituminois Coatings: Cold -applied asphalt mastic for 30 -mil thickness per coat, G. Compression Weatherstrippng: Manufacturer's standard replaceable stripping of either molded neoprene gaskets, molded PVC gaskets, or molded expanded neoprene gaskets. H. Systems: 4 1/2" x 1 3/4" for 1/4" glazing and 17 glazing. 08410.22 HARDWARE: A. Provide door manufacturers standard heavy-duty hardware units as shown, scheduled, or required for operation of each door: 1. Offset Pivots: Cast aluminum alloy with steel pins and oilite bearings (ball bearings bottom pivots). 2. Overhead Exposed Closers: Norton #1605 surface closer with delayed action for handicapped use, N 3, Deadlocks: Dor-O-Matic 990 with concealed rod panic bar. 4. Construction Cylinders: Supply in deadlocks and replace with Falcon cylinders supplied per hardware section of specifications.. 5. Push Pull Set: Style F-2, 6. Thresholds: Extruded aluminum in mill finish, complete with anchors and clips coordinated with pivots. 08410.23 FABRICATION: A. GENERAL: 1. Required sizes for door and window units are shown on drawings. a. Details shown are based on standard details by manufacturer indicated. 2. To greatest extent possible, complete fabrication, assembly, finishing, hardware application, and other work before shipment to project site. a. Preglaze door and window units to greatest extent possible. b. Do not drill and tap for surface -mounted hardware items until time of installation at project site. 3. Complete cutting, fitting, forming, drilling, and grinding of metal work prior to cleaning, finishing, surface treatment, and application of finishes. 4. Install reinforcing as necessary for performance requirements. Depart dissimilar metals with bituminous paint or other separator which will prevent corrosion. 5. Maintain accurate relation of planes and angles, with hairline fit of contacting members. 6. Conceal fasteners wherever possible. 7. For exterior doors, provide compression weather-stripping against fixed stops; at other edges, provide sliding weather-stripping retained in adjustable strip mortised in to door edge, a. Provide heavy duty, hollow, compression weatherstripping in bottom door rail, adjustable for contact with threshold. b. At interior doors provide neoprene silencers on strips to prevent metal -to -metal contact. B. Storefront Framing System: 1. Inside --outside matched resilient flush -glazed system fabricated for stick -type erection procedure with provision for glass replacement. C. Stile -and Rail Type Aluminum Doors: 1. Provide tubular frame members, fabricated with mechanical joints using heavy inserted reinforcing plates and concealed tie -rods or j -bolts, and fabricate with structurally welded joints. 2. Except as otherwise shown or scheduled, provide doors 1 3/4" thick with narrow stile (2" nominal width) 3. Fabricate doors to facilitate replacement of glass or panels, without disassembly of door stiles and rails. Provide snap -on extruded aluminum glazing stops, with exterior stops anchored for non -removal, D. Windows: 1. Provide commercial windows (grade A2) 2. Provide manufacturers standard fabrication and accessories which comply with indicated standards and are re-glazable without dismantling. 3. Provide water shed members at lines of natural water penetration. 4. Provide subframes with anchors for units where shown. 08410.24 FINISHES: A. High perpormance organic coating: AA-C12C42R1x (Chemical finish: Gleaned with inhibited chenicals; chemical finish: chenical conversion coating, acid chromate -fluoride -phosphate pretreatment; Organic coating: as Specified below). Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturer's instructions. 1. Florocorbon 2 -coating system: Manufacturer's standard 2 -coat thermo-cured system, composed of specially formulated inhibitive primer and fluorocarbon color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight-, comply with AAMA 605.2. 2. Color and Gloss: to match °polycron III bone white #UC57694. 08410.3 EXECUTION 08410.31 INSTALLATION: A. Comply with manufacturer's instructions and recommendations for installation of aluminum entrances and windows. B, Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Anchor securely in place, separating aluminum and other corrodible metal surfaces. C. Drill and tap frames and doors and apply surface -mounted hardware items, complying with hardware manufacturer's instructions and template requirements, Use concealed fasteners wherever possible. D. Set sill members and other members in bed of compound, or with joint fillers or, gaskets to provide weathertight construction. 08410.32 ADJUST AND CLEAN: A. Adjust operating hardware to function properly, without binding and to provide tight fit at contact points and weather --stripping. B. Clean completed system, inside and out, promptly after erection and installation of glass and sealants. C. Remove protective coating when completion of construction activities no longer requires its retention. SECTION 08520 ALUMINUM WINDOWS & DOORS 08520.1 GENERAL 08520.11 RELATED DOCUMENTS: A. Drawings & Specifications, Division 1 and Contract. 08520.12 DESCRIPTION OF WORK: A. SCOPE: The work under this section includes all labor and materials for the complete fabrication, glazing and installation of the sliding windows as detailed in the architectural drawings and hereunder specified. B. PERFORMANCE: Windows shall meet or exceed ANS/AAMA 101-88 HS -C30 (for medium weather exposure). 08520.2 PRODUCTS 08520.21 HORIZONTAL SLIDING WINDOWS: 08520.22 MATERIAL: ` A. All members shall be extruded aluminum alloy 6063-T5. Component parts and accessories shall be double plated steel, stainless steel, aluminum, polycarbonate or other corrosion resistant material. B. All vent stiles shall be full tubular aluminum extrusions. C. All glass shall be as follows or as noted in the window schedule. 1. 1/2" sealed insulated glass w/ 1/8" thik clear glass lites. D. Screens (not intended to act as a human barrier). 1. Frames shall be rolled formed aluminum 7/16"x3/4" with .020 wall thickness & finished to match the window. 2. Cloth shall be aluminum wire 18"x16" mesh coated with charcoal color flat enamel Finish. 3. Note: Window screens are not intended to act as a human barrier. 08520.23 FINISH: A, All exposed surfaces of frame and sash members shall be coated with thermo-setting acrylic in color selected from manufacturer's standard palette, or as noted on the Drawings. (polycron III Bone White No. UC57694). 08520.24 CONSTRUCTION: A. All window frames shall be a minimum of 2 1/8 inches deep, with corners mortised and securely joined with double plated steel screws engaging integral extruded screw races. All frame joints shall be sealed. B. Window vents and fixed panels shall be assembled around the glass utilizing full channel vinyl gaskets. The frame corners are to be rigidly held with double plated steel screw races engaging intregal extruded screw races in the horizontal members. Vent weatherstripping shall be a single plane and shall be polypropylene pile. C. HARDWARE 1. Rollers shall have stainless steel wheels with ball bearings encased within a polycarbonate housing. 2. Lock shall be injection molded polycarbonate with a spring activated latch mounted in the meeting stile. 3. Secondary lock shall be a two position concealed friction secured deadbolt mounted in the vent lock stile. The primary position locks the window vent fully closed. The secondary position locks the window vent fully open 2 inches for ventilation. 08520.25 MANUFACTURERS: A. Blomberg Window Systems, Series HP680HS (916-428-8060) B. General 'Aluminum Corporation, Series 2400 (800-727--0835) C. Acorn Window Systems, Inc. (517-639-8731) D. Or approved equal (Capitol Products are not acceptable). 08520.3 EXECUTION 08520.31 INSTALLATION: A. All windows shall be installed by skilled workmen, trained for this type of work. B. All openings shall be fully prepared to receive windows. Any shoring or debris must be removed and any corrective work completely finished prior to the start of window installation. C. Windows shall be installed level, square and plum without bind. The vents shall be aligned and adjusted for optimum weathering contact to the frame and ease of operation. After installation the primary and secondary locks shall be checked and adjusted for proper function. D. Nail fin windows shall be securely attached to the framing with #6d or larger galvanized nails or other corrosion resistant fasteners. E. All sliding windows are to have keyed limit stop security latch to prevent windows from opening more than 4". 08520.32 CLEANING: A. After windows are installed, all undue soil marks shall be removed from all glass and metal surfaces. Final cleaning shall be by the General Contractor. 08520.33 PROTECTION: A. Protection of all installed windows shall be the responsibility of the General Contractor, SECTION 08700 HARDWARE 08700.1 GENERAL 08700.11 RELATED DOCUMENTS: A. GENERAL CONDITIONS, SPECIAL PROVISIONS AND DIVISION 1 GENERAL REQUIREMENTS' APPLY TO THIS SECTION. 08700.12 WORK INCLUDED: A. PURCHASE AND INSTALL ALL FINISH HARDWARE LISTED IN THE HARDWARE SCHEDULE WHICH IS INCLUDED IN THIS SPECIFICATION SECTION. FURNISHED BY CONTRACT HARDWARE, INC. AT 1260 COLLIER ROAD, N. W., ATLANTA, GEORGIA 30318. CONTACT MARK TEW AT 404-350-9408 FOR PRICING. B. GUEST ROOM SECURITY SYSTEM 1. GUEST ROOMS: TESA HT -24 SYSTEM WITH FRONT DESK PACKAGE (SAFELOCK IS AN ACCEPTABLE INSTALLER OF ELECTRICAL LOCKS) 2. EXTERIOR ALUMINUM DOORS: TESA REMOTE READERS WHERE APPLICABLE. 3. GUEST ROOM AND EXTERIOR DOOR SYSTEM MUST BE INSTALLED BYFACTORY APPROVED INSTALLER. 4. HARDWARE SUPPLIER SHALL PROVIDE SUPERVISION DURING CONSTRUCTION AND TRAINING FOR OWNER'S PERSONNEL PRIOR TO SOFT OPENING, C. BACK -OF -HOUSE AND ADMINISTRATION SYSTEMS: 1, NON -LOCKABLE DOORS SUCH AS STAIRS AT GUESTROOM FLOORS. 2, LOCKABLE DOORS ON GUESTROOM FLOORS SUCH AS UTILITY CLOSETS. 3, ALL HARDWARE AS LISTED IN THE HARDWARE SCHEDULE OTHER THAN GUEST ROOM SECURITY SYSTEM. 4. CYLINDERS TO BE INSTALLED IN ENTRANCES AND GUEST ROOM FRONTS. 08700.13 SUBMITTALS: A. PRODUCT DATA , SIX (6) COPIES OF THE FOLLOWING SHALL BE SUBMITTED TO OWNER/PROJECT MANAGER FOR APPROVAL. 1. CATALOG CUTS OF ALL HARDWARE ITEMS. 2, COMPLETE HARDWARE SCHEDULE LISTING THE MANUFACTURER'S NAME, CATALOG NUMBER, SIZE, FINISH AND LOCATION FOR EACH ITEM. B. WARRANTY. TO OWNER REPRESENTATIVE IN DUPLICATE. C. TEMPLATES: FURNISH UPON REQUEST WHEN REQUIRED TO COMPLETE THE WORK OF OTHER TRADES. 08700.14 QUALITY ASSURANCE: A. THE FOLLOWING STANDARDS SHALL GOVERN:. HARDWARE FOR FIRE RATED OPENINGS SHALL CONFORM TO NFPA 80 AND NFPA 101. B. QUALIFICATIONS -MANUFACTURERS: THE NAMES OF APPROVED PRODUCT MANUFACTURERS ARE LISTED IN THIS SECTION. 08700.15 WARRANTY: A. WARRANT ALL HARDWARE FREE FROM DEFECTS IN MANUFACTURE AND OPERATION FOR A PERIOD OF 2 YEARS AFTER FINAL ACCEPTANCE BY OWNER. HARDWARE FAILING TO COMPLY WITH WARRANTY SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL INCLUDING LABOR AT NO COST TO THE OWNER. 08700.2 PRODUCTS 08700.21 FINISH: A. ALL HARDWARE ITEMS NOT OTHERWISE SCHEDULED SHALL HAVE US26D DULL CHROME. B. DOOR CLOSERS: FACTORY PAINTED FINISH TO MATCH HARDWARE UNLESS SPECIFIED OR SCHEDULED OTHERWISE. C. KICKPLATES: AS SCHEDULED 08700.22 MISCELLANEOUS HARDWARE: A. KEY CONTROL SYSTEM: 1. FOR BACK -OF -HOUSE AND ADMINISTRATION SYSTEMS AND GUEST ROOM SECURITY SYSTEM KEYS PROVIDE: a. ONE (1) WALL MOUNTED LOCKABLE KEY CABINET IN WORK AREA TO HOLD 80 KEYS WITH ADDITIONAL CAPACITY FOR TWELVE (12) HOUSEKEEPER POUCHES. b. ONE (1) WALL MOUNTED LOCKABLE KEY CABINET FOR FOUR (4) KEY RINGS. r c. KEY CONTROLILOG BOOK. d. COLOR CODED AND NUMBERED TAGS FOR RING IDENTIFICATION, B. FASTENERS: 1. SUITABLE SIZE, QUANTITY AND MATERIAL WITH FINISH TO MATCH THE HARDWARE, 2. MACHINE SCREWS FOR ATTACHING HARDWARE TO METAL. 3. SELF -TAPPING SCREWS FOR ATTACHING KICKPLATE TO HOLLOW METAL OR WOOD MINERAL CORE DOORS. 4. FULL THREAD TYPE SCREWS FOR ATTACHING BUTT HINGES TO WOOD OR MINERAL CORE DOORS, 5. SEX BOLTS AND SLEEVES FOR ATTACHING SURFACE CLOSERS OR ARM TO MINERAL CORE DOORS. 6. NON-FERROUS OR CORROSION RESISTANT STEEL FASTENERS FOR ITEMS EXPOSED TO WEATHER. C. THRESHOLDS AT ALL DOOR USABLE BY THE HANDICAPPED SHALL NOT EXCEED 1/2" IN HEIGHT ABOVE FINISHED FLOOR. 08700.23 KEYS AND KEYING A. BACK -OF -HOUSE AND ADMINISTRATION SYSTEMS - PERMANENT KEYING: 1. ALL LOCK SETS TO HAVE RESTRICTED KEY WAY. 2. ALL LOCK SETS TO BE CONSTRUCTION KEYED. 3. OWNER REPRESENTATIVE WILL PROVIDE KEYING REQUIREMENTS FOR BACK -OF - HOUSE AND ADMINISTRATION SYSTEMS. 4, ALL PERMANENT KEYS TO BE SHIPPED VIA REGISTERED MAIL TO PROPERTY MANAGER. B. FURNISH THE FOLLOWING QUANTITIES OF KEYS: 1. GUEST ROOM SECURITY SYSTEM (INCLUDES SPARES): - EMERGENCY MASTER KEYS........................2 - GRANDMASTER MASTER KEYS......................6 - FLOOR MASTER KEYS ...............:............5/FLOOR - RECODE...................... .......,......... 1 /MSTR L - KEY CARDS ..........................5/SET & 3 SET 2, BACK -OF -HOUSE AND ADMINISTRATION AREAS (INCLUDES SPARES): - GRANDMASTER ........................4 - MAINTENANCE/HT WTR RM & TELE RM ALL KEYED ALIKE...................3 - CHUTE & LINEN RM KEYED ALIKE ...... 12 WK RM & LAUNDRY RM KEYED ALIKE.....3 - OFFICE .............................4 - ALL OTHER STORE RMS KEYED ALIKE ..... 2 3. SPECIAL NOTES: - PROVIDE THREE 3 FULL SETS OF GUEST ROOM MASTER KEYS - PROVIDE THREE (3) SETS OF GUEST ROOM KEY CARDS AND ONE (1) SET PRE -LABELED WITH ROOM NUMBER, C. GUEST ROOM SECURITY SYSTEM KEYS; KEYS AND KEYING SYSTEM FOR GUEST ROOMS HAVE BEEN ESTABLISHED WITH TESA/ENTRY SYSTEMS, INC.. COORDINATE WITH OWNER'S REPRESENTATIVE FOR FURTHER DETAILS, 1. KEYS SHALL BE NICKEL SILVER. 2, EMERGENCY MASTER KEYS SHALL BE STAMPED EMK1, EMK2, etc. 3. GRAND MASTER KEYS SHALL BE STAMPED GMK1, GMK2, etc. SUBMIT GRAND MASTER KEYING TO OWNER'S REPRESENTATIVE FOR APPROVAL, 4. MASTER KEYS SHALL BE STAMPED AS FOLLOWS: a, MAIDS KEY STAMPED AA1, A81, A132, etc. FOR EACH FLOOR. b. OTHER MASTER KEYS SHALL BE CODED AND TYPED. KEY/MASTER KEY LIST OF CODES AND LOCATIONS TO BE DELIVERED TO OWNER'S REPRESENTATIVE. 08700.24 ACCESSIBILITY: A. HARDWARE FOR DOORS ACCESSIBILE TO USE BY THE HANDICAPPED SHALL COMPLY WITH ALL STATE AND LOCAL CODES WHICH SHALL SUPERCEDE THIS SECTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY CONFLICTS BETWEEN REGULATIONS AND THE SPECIFICATIONS PRIOR TO THE PURCHASE AND INSTALLATION OF ANY HARDWARE. 08700.3 EXECUTION 08700.31 GENERAL; 08700.32 HARDWARE LOCATIONS: A. HARDWARE MOUNTING HEIGHTS SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 1. HINGES ........... TOP - 5" FROM HEAD TO TOP OF HINGE LEAF. BOTTOM - 10" FROM BOTTOM OF HINGE TO FINISHED FLOOR. INTERMEDIATES - EQUAL DISTANCE BETWEEN TOP & BOTTOM HINGES. (MAXIMUM SO") 2. KNOBS/LEVERS LOCKS OR LATCHES ........ 38" FROM FINISHED FLOOR TO CENTER OF KNOB. 3. DEADLOCKS/DEADBOLTS...... 60" FROM FINISHED FLOOR TO CENTER OF CYLINDER. 4. DOOR GUARDS..............52" FROM FINISHED FLOOR TO CENTER LINE. (*) 5. DOOR VIEWER..............57" FROM FINISHED FLOOR TO CENTER LINE. (**} ' 6. EXIT DEVICE CROSS BAR .... 38" FROM FINISHED FLOOR TO CENTER LINE. AT ACCESSIBLE GUEST ROOMS: (*) MOUNTING HEIGHT AT 44" FROM FINISHED FLOOR TO CENTER LINE. (0) PROVIDE TWO DOOR VIEWERS WITH MOUNTING HEIGHTS AT 45" AND 57" FROM FINISHED FLOOR TO CENTER LINE. 08700,33 HARDWARE INSTALLATION: A. FIT AND ADJUST HARDWARE IN ACCORDANCE WITH MANUFACTURERS PACKAGED INSTRUCTIONS, B. PROTECTION: 1. PROTECTING ITEMS SUCH AS KNOBS; LEVERS, HANDLES AND PULLS: REINSTALL WRAPPINGS FURNISHED BY THE MANUFACTURER. 2. FLAT ITEMS SUCH AS KICKPLATES: RETAIN MANUFACTURERS PROTECTIVE COVERING EXCEPT TO ALLOW FOR INSTALLATION. 3. REMOVE PROTECTION JUST PRIOR TO FINAL ACCEPTANCE OF THE BUILDING OR AS DIRECTED BY OWNER'S REPRESENTATIVE. C. SOUND SEALS (GASKETS): 1. PROVIDE ON JAMBS AND HEAD OF DOOR FRAMES AS INDICATED. 2, INSTALL TAPE ON STOP AT HEAD AND LOCKSET JAMB AND RABBET ON HINGE JAMB. D. THRESHOLDS AND WEATHERSTRIPPING: 1. SECURE DOOR BOTTOM WEATHERSTRIPPING IN STRICT ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS AND AS REQUIRED TO SEAL DOOR TO THRESHOLD. 2. APPLY WEATHERSTRIPPING TO METAL FRAMES AT ALL EXTERIOR STEEL DOOR FRAMES, 3. PROVIDE THRESHOLDS SCHEDULED IN HARDWARE SCHEDULE UNLESS OTHERWISE DETAILED ON THE DRAWING. 08700.34 HARDWARE SCHEDULE: -HW - 1 GUESTROOM ENTRY 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US260 1 TESA LOCKSET HT24 X TOLEDO US26D 1 CLOSER 170OBC X COVER ALUM 1 DOOR GUARD 4826 US26D 1 DOOR VIEWER U700B US26D 1 WALL STOP W302PT US32D 1 SET DOOR SEALS S88D HW - 2 ACCESSIBLE GUESTROOM ENTRY 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 1 TESA LOCKSET HT24 X TOLEDO U526D 1 CLOSER 8501BF ALUM 1 DOOR GUARD 4826 US26D 2 DOOR VIEWERS U700B US26D 1 WALL STOP W302PT US32D 1 SET DOOR SEALS S88D HW - 3 GUEST BATHROOM 1 1/2 PR HINGES T2714 4 1/2 X 4 1/2 US26D =0�o-gym I PRIVACY SET 28-65U65KI_ US26D UJ 0 a U 1 TUB STOP 304 US26D 3 SILENCERS 1337A wwLL UQFF_ wozw � HW 4 GUEST BATHROOM V)�o @~ i T ra F ZW -- ACCESSIBLE Z¢U CLORO P. 0:2 1 1/2 PR HINGES T2714 4 1/2 X 4 1/2 US26D awacU_i` W0.2 1 PRIVACY SET 28-65U65KL US26D 2� Z Z Q WU F - Ow_ q4�W �v�3r-moo 0 2 HINGE PIN STOP 69F14 6� 3 SILENCERS 1337A . F- 0) HW - 5 STAIRS 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 1 PASSAGE SET 28-10U15LL US26D 1 CLOSER 8501BF X TB ALUM 1 SET DOOR SEALS S88D HW - 6 STORAGE 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D W. W. 1 LOCKSET 28-1OGO4LL X VA KWY US26D wassmU 1 CLOSER 8501 X TB ALUM 1 WALL STOP W302PT US32D Z 3 SILENCERS 1337A 0 CL kn !0 HW - 7 ELEV MACH RM Z � Z t - ILLI 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D O 1 LOCKSET 28-10004LL X VA KWY US26D a t -- w 111 1 CLOSER 8501 X TB ALUM ci) SHEET NO. 1 WALL STOP W302PT US32D REV. NO.: � t IK 1 AUTO DOOR BOTTOM 420AV 1 SET DOOR SEALS S88D O g HW - 8 LINEN m 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 01 1 LOCKSET 28-1OG04LL X VA KWY U526D 1 CLOSER P8501 X TB ALUM 1 FLOOR STOP 431ES U526D 3 SILENCERS 1337A HW - 9 ELECTRICAL / INTERIOR UTILITY ROOMS 1 1/2 PR HINGES T2714 41/2 X 41/2 US26D (n 1 LOCKSET 28-IOG04LL X VA KWY US26D (K 1 CLOSER P8501 X TB ACTIVE LEAF) ALUM 0 u 2 FLOOR STOPS 431ES U526D N 2 SILENCERS 1337A �! ~ C) ci HW - 10 EMPLOYEE ENTRANCES �' 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 1 SIMPLEX LOCK L1000--1 US26D 1 CLOSER 85016F X TB ALUM 0 1 WALL STOP W302PT US32D � 3 SILENCERS 1337A Z00 N, m Z Z a p HW - 11 PUBLIC RESTROOMS Z 03 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US260 1 PASSAGE SET 28-1OU15LL US260 ��n�n 0 1 CLOSER P8501BF X TB ALUM VJ 3 SILENCERS 1337A W • ::I LJ a0 HW - 12 LAUNDRY / FIRE PUMP .ROOM (� 3 PR HINGES TA2714 4 1/2 X 4 1/2 US26D �' � co 2 FLUSH BOLTS 1358UL US26D � U o 0 a 1 LOCKSET 28-10037LL X VA KWY US26D 1 CLOSER 8501 X TB ALUM (ACTIVE LEAF) W LJ F' 1 KICKPLATE 48=16" X 2" LOW US32D 2 WALL STOP W302PT US32D -� 0 o 1 AUTO DOOR BOTTOM 420AV U ow o 1 SET DOOR SEALS 588D HW - 13 BREAKFAST/LAUNDRY 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 1 LOCKSET 28-10037LL X VA KWY US26D 1 CLOSER 8501BF X TB ALUM 1 WALL STOP W302PT US32D 3 SILENCERS 1337A HW - 14 OFFICE LLJ 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 1 LOCKSET 28-I0005LL X VA KWY I CLOSER 8501BF X TB ALUM+ 1 WALL STOP W502PT US32D 31 SILENCERS 1337A HW - 15 BREAK ROOM f.0 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 1 PASSAGE SET 28-10U15LL US26D 1 CLOSER 8501BF X TB ALUM 1 WALL STOP W302PT U332D 3 SILENCERS 1337A HW - 16 EXTERIOR STAIR DOORS CL 0 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 NRP US26D 1 EXIT US28 V) DEVICE 99EO 1 CLOSER CLP8501 X SNB ALUM Z 1 THRESHOLD 171A X FHSL25 �a < 1 DOOR BOTTOM 222AV 1 SET DOOR SEALS S88D a HW - 17 NOT USED HW - 18 EXIT CORRIDOR DOOR 1 O.H. CONCEALED CLOSER 0608090N X LCP 1 EXIT DEVICE EL33EO US28 1 DOOR LOOP DL -12 1 CARD READER TESA 1 PULL 521-10" CTC US -32D 1 POWER SUPPLY MPB-842 NOTE; PIVOTS, THRESHOLD AND DOOR SEALS, FURNISHED BY DOOR SUPPLIER. HW - 19 NOT USED HW - 20 NOT USED PLAN REVIEWED CITE' OF SANFORD ME WWs -:nx ei- 0-W= 2� =0�o-gym UJ 0 a U a� o �a wwLL UQFF_ wozw � V)�o @~ i T ra F ZW V) 0 O,,- Z¢U CLORO P. 0:2 awacU_i` W0.2 2� Z Z Q WU F - Ow_ q4�W �v�3r-moo 0 6� . F- 0) W. W. wassmU LLJ CL 0 G W � a SHEET NO. REV. NO.: � ME rn as a rW L0 M Q I HW - 21 EXTERIOR UTILITY 1 1/2 PR HINGES TA2314 4 1/2 X 4 1/2 NRP US32D 8104 1 LOCKSET LNL X VA KWY US32D 1 CLOSER 08104 L X SNB ALUM 1 KICKPLA"TE 48-8" X 2" LDW U532D E, Tool exposed surfaces of glazing liquids and compounds to provide a substantial wash" away from lass, Install [pressurized tae and gaskets to protrude slightly y 9 LP p 9 P 9 y 09350.12 SUBMITTALS: 09650.11 RELATED DOCUMENTS: 1 THRESHOLD 171A X FH%25 1 DOOR BOTTOM 222AV out of channel, B, Tape joints at water-resistant gypsum board base for ceramic tile, prefinished panels and textured finish. A. Products Data: Manufacturer's technical literature with installation and storage instructions for A. Drawings, Specifications, Division 1 and Contract 1 SET DOOR SEALS S88D P, Clean and trim excess glazing materials from glass and ,stops or frames promptly after installation and eliminate stains and discoloration's. each product specified. 09650.12 DESCRIPTION OF WORK: HW - 22 NOT USED G. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant SECTION 09300 TILE 09350,2 PRODUCTS A. Resilient flooring shall include the following items; or gasket on opposite side, provide adequate anchorage to ensure that gasket will not "walk" out when installation is subjected to movement. 09300.1 GENERAL 09350.21 SYNTHETIC MARBLE: 1. Resilient floor file H. Miter cut and bond ends together at corners where gaskets are used for channel 09300.11 RELATED DOCUMENTS; A. Homogeneous 3/8" thick ; by minimum 5'-0" high above tub molded reconstituted marble wall 2. Rubber thresholds HW - 23 MISCELLANEOUS glazing, so that gaskets will not pull away from corners, A. Drawings, Specifications Division 1 and Contract, panels; with gloss finish; installed as indicated. Single piece of tub surround to be on long wall. Non combustible flame spread (NTE -- 25 per NFPA-13). 3. Resilient base 4. Solid vinyl transition edges 1 HT20 COMPUTER SYSTEM 08800.34 CURE, PROTECTION AND CLEANING: 09300,12 DESCRiPTION OF WORK: 1. Provide required trim and comer soap dish, in some material and color. 5. Stair treads 6, Adhesive 1 PORTABLE PROGRAMMER A. Protect exterior glass from breakage immediately upon installation by use of crossed 2. Provide 2 soap dishes 6-9/16" x 3-5/8" without washcloth holder at accessible tubs 1 SERIAL PRINTER streamers attached to framing and held away from glass. Do not apply markers to A. Tile includes ceramic surfacing units made from clay or other ceramic materials and and 3 5/8" high corner soap dish at others of same material and color as wall panels. 09650.13 SUBMITTALS 2,000 CARDS surfaces of gloss. Remove non permanent labels and clean surfaces. includes: 3, Adhesive and Sealant: 1. Glazed Tile: As specified on drawings. P 9 2. Unglazed Tile: As on drawings. a, '1N-602 Liquid Nails", Macco Adhesives, Wickliffe, OH (800-.321-3647). b. DAP 2000", Beecham Products, Inc, Dayton, OH (800-6348382). A. Product Data: Manufacturers technical literature with installation instructions. Indicate style HW - 24 NOT USED .specified 3. Pool Specialty Tile: As specified on drawings. C. Or as recommended by manufacturer, and color. 4. Marble Threshold: As specified on drawings. 4. Color: Marriott White (Imperial Usable Corp.) all accessories to match. 09650.2 PRODUCTS DIVISION9 �--- FINISHES 8, Homogeneous lavatory finish, B. Tile Council of America Standard 137.1 is basis for requirements, reconstituted marble countertops and sills with gloss sized as shown on drawings. 09650.21 RESILIENT FLOOR TILE: SECTION 09250 GYPSUM BOARD 09300.13 QUALITY ASSURANCE: z 1, Provide required trim and carrier soap dish, in same material and color, A. Vinyl Composition Tile to meet the requirements of Federal Specifications SS -T-312, type IV, 0 09250.1 GENERAL A. Provide products of the following: 2, Adhesive and Sealant: "IN composition 1 -asbestos free. Size: 12"x12"x1/8". Manufacturers shall include but are not E W a. -602 Liquid Nails", Macco Adhesives, Wickliffe, OH (800-321--3647). limited to: 09250.11 RELATED DOCUMENTS 1. Glazed Wall Tile: As specified on drawings. b. 'DAP 2000", Beecham Products, Inc, Dayton, OH, (800-634-8382). UJ 2. Unglazed Tile: As specified on drawings, 3. Pool Specialty Tile: As specified on drawings. c. Or as recommended by manufacturer. 1. Armstrong World Industries Inc., Floor Div., Lancaster, PA O 3 HW -- ?.5 NOT USED A. Drawing, Specification Division 1 and Contract g p 4. Marble Threshold: As specified on drawings, C. Manufacturers; (717-397-0611), 2. GAF Corp., Wayne, NJ h-• F- � U W 09250.12 DESCRIPTION OF WORK: B. Tile Council of America Standard 137.1 is the basis for requirements. 1, Mincey Marble MFC. CO., Inc. Gainsville, Georgia, Contact: Kenneth Mincey (1--800-533-1806) (201-628-3000). 3. Kentile Floors Inc., Brooklyn, NY > F u� A. Types of Work Includes., 09300.14 PRODUCT HANDLING: 2. Imperial Marble Corp., Contact: Morgrobe--Harris, Leakwood, KS (913-649-5604). 3. Romarco Corp., Morgantown, NO (704-584-2551). (718-768--9500). O o� 1. Gypsum board applied to wood framing and furring or metal studs. 2. Finishing(joint tape -and -compound treatment , (1labels A. Deliver packaged materials and store in original containers with seals unbroken and 4. AMEX Marble, Santa Ana, CA (714-835-7122). 5. Venus ManufacturingCo.,Tem e, AZ 602-894-0444. P ( ) 09650.22 RESILIENT BASE: U IL. J) NW - 26 MAINTENANCE 3. Gypsum board ceiling on direct suspension system. intact until time of use. 6. Cabinets, Inc., 1029 Transit Blvd., Bethel Park, PA 15102, (412-831--2424) 6► 6► 09300.15 JOB CONDITIONS. Cramer For Corion products). A. Ribbed back with formed outside corners to meet the requirements of Federal Specifications 01 1 1/2 PR HINGES TA2714 4 1/2 X 4 1/2 US26D 09250.13 QUALITY ASSURANCE: 7. 0r approved equal, SS -W -40A, type ll. Provide in rolls. Cove type at hard surfaces, Straight type at carpeting 4 77 j �p 1 LOCK5ET 28-10G04LL X VA KWY U526D 1 CLOSER P8501 X TB -ALUM A. Gypsum Board Standard is GA -210 & GA -216 by Gypsum Association. System to A. Maintain environmental conditions and protect work during and after installation in 0935Q,31 INSTALLATION: w with formed outside corners. Manufacturers shall include but are not limited to: ® �t 7 1 FLOOR STOP 431ES US26D conform to ASTM C840, accordance with manufacturer's recommendations, Mercer 3 SILENCERS 1337A A. Install in accordance with manufacturer's instructions. 2. Burke Flooring Products, San Jose, CA Z HW -- 27 COMMUNICATING DOORS, Each air to receive: P B. Where sum boards systems with fire resistance ratings are required to comply with ing 9 q P y governing regulation, provide materials and installation identical with applicable 09300.2 PRODUCTS B. Provide cutouts in panel required for the installation of plumbing outlets. P q p g C. Secure soap dish to panel with adhesive and chrome plated brass anchors. (408-297-3500). 3, Johnson Rubber Co., Middlefield, OH 2 PR SPRING HINGES 2060 4 1/2 X 4 1/2 US26D assemblies which have been tested and listed by recognized authorities. 09300.21 TILE PRODUCTS: D. Hold bottom edge of .wall panel 1/4" above rim of tub and shower for application of sealant. (216-632-1611). Kentile Inc., Brooklyn, NY • � 1 PR HINGES BB179 4 1/2 X 4 1/2 US26D 2 DEADLOCKS 489 US26D 09250.14 PRODUCT HANDLING: A. Glazed Tile: Standard Grade vitreous ceramic in accordance with' ANSI A137,1, cushion 4. Floors 718-768-9500. ( ) �° ry � 2 LATCHSETS 28-6G15-3 O5L US26D A. Deliver, identify, store and protect gypsum drywall materials to comply with edge, self -aligning on walls and custom glazed porcelain, mosaic type on floors, 09650.23 RUBBER THRESHOLD: 0 �... ---• N N 2 SETS SEAL 5880 2 WALL STOPS W302PT US32D manufacturers recommendations. B. Unglazed Tile: Conform with requirements of ANSI A137.1 and ASTM C627, Non -slip SECTION 09510 ACOUSTICAL CEILINGS W 2 DOOR BOTTOMS 234AV 09250.2 PRODUCTS floor the with matching trim. A. Solid Black rubber, Durometer Shore A; hardness 85. Fire tested 45 minutes by Warnock F" 09250.21 GYPSUM BOARD PRODUCTS: C. Pool Specialty Tile. "Non -Diving", depth markings and step marker tiles are by pool 09510.1 GENERAL Hersey International Inc, 1/2" thick standard square profile, width maximum of 1/2' narrower than width of floor jamb. Both edges shall be chamfered max. 1/4". Notch between jams to profile of jamb Z =� -� SECTION 08800 GLASS AND GLAZING contractor. Step marker tiles to be 2"X2" unglazed ceramic mosaic, ebony in color. 09510.11 RELATED DOCUMENTS: Manufacturer: 08800,1 GENERAL A. Exposed Gypsum Board: Regular type with tapered long edges and thickness of 5/8" except where otherwise indicated. D. Marble Threshold 3/4" thick by 4" wide, w/ beveled edge, Manufacturers: A. Drawings, Specifications Division 1 and Contract 1, Kirkhill Rubber Company, p y, Brea, CA V C7 �J- 09510,12 DESCRIPTION OF WORK: (714-529-4901). Z w W 08800.11 RELATED DOCUMENTS: 1, Contract. 1, Sheet Size: Maximum length available which will minimize end joints. 2. Fire code Gypsum Board: Type X conforming to ASTM C36 for fire rating. 3. Installed 1. "Spicial Tan," Dal -Tile Corp., Dallas, TX 214-398-1411. 2. "Danby Quarry Imperial Layer Type -1", Vermont Marble Co., Proctor, VT 800-451-4468 A. Extent of each type of acoustical ceiling is shown and scheduled on drawings and 09650.24 SOLID VINYL TRANSITION EDGES: Z , A, Drawings, Specifications Division and Gypsum Board in Toilet Rooms Guest Rooms and Walls Receiving Ceramic Tile: includes; Z d DESCRIPTION OF WORK: Water-resistant, ASTM C630. 4, Exterior Gypsum board in ASTM C931. E. Provide trim shapes of same material and finish as field tile, and as follows: A. At tile pavers to carpet: Mercer No. 360 with 970 track; No. 26 light beige by Mercer Plastics Q 6-1 08800,12 soffit compliance with 1. Acoustical lay -in panel ceilings, exposed suspension. Company, Inc„ Orlando, FL �II � A, "Glass" includes prime glass, processed glass, and fabricated glass products and 1. Base: Sanitary cove units. 2. Externa! Corners: Bullnose shapes, with a 1/4" radius. (800-447-8442). p^ Co n w u "Glazing" includes glass installation and materials used to install glass. Types of 09510.13 QUALITY ASSURANCE: B, Resilient flooring to concrete: "Tile Reducer" Mercer Plastics Co., Newark, NJ W ® �, work included herein: ' 09250.22 TRIM ACCESSORIES: 09300.22 MORTAR AND GROUT: A. Where acoustical ceilings and components of roof or beam assemblies are required for (201-824-3100). W 1. 1Nndow units. 2, Storefront construction. A. Provide standard trim accessories of types indicated for gypsum board work, formed of galvanized steel, with either knurled and perforated flanges for nailing or Q9300.3 EXECUTION compliance with governing regulations, provide acoustical materials and application P 9 9 9 P PP or suspension bearing UL Classification Markin for applicable p " 9 9 pp' le UL design number D9650.24 ADHESIVE; 1fy `J 2 - 08800.13 QUALITY ASSURANCE: stapling, and beaded for concealment of flanges in joint compound. 09300.31 TiLE INSTALLATION STANDARDS: listed in UL Fire Resistance Index A. Water proof types appropriate for a given location and application as recommended by the ii � O o h o following: B. Provide sealants, resilient clips for complete assembly. A. Setting Material Manufacturers: 09510.14 JOB CONDITIONS: manufacturer for the respective type of tile, base rubber threshold and accessory materials. rr� � LLJ W o A. Prime Glass Manufacturer: Provide one of the Q 09250.23 JOINT TREATMENT MATERIALS: 1. W.R. Bonsai Co., Charlotte, NO 704-525-1621. A. Do not install interior acoustical ceilings until space is enclosed and 09650.26 STAIR TREADS: See stair drawings: -' 1. Guardian Industries Corp. Owen Ford Company 2. Bostik Construction Products/Upco, Huntington Valley, PA 800-221-8726. weatherproof, wet -work in space is completed, work above ceilings is completed, and U a N 2, Libbey- es- 3, PPG Industries, Inc. A. Type recommended by the manufacturer for the application indicated. 3. Laticrete International, Inc., Bethany, CT 800-393-0010. Y ambient conditions of minimum 60 degrees F temperature and maximum 40 percent F P P humidity A. See drawings for color, style, pattern and location: o0 0 B. Joint Tape; Perforated type. 4. Summitville Tile Co., Summitville, OH 216-223-1511. are continuously maintained, � B. Prime Glass Standard; Federal Specification DD -0-451 B. Dry -Set Mortar; Comply with ANSI A118.1 for ceramic file over concrete floors products. 09650.3 EXECUTION C. Safety Glass Standard: CPSC 16 CFR 1201 C. Joint compound: Ready -mixed vinyl -type for interior use. "Thin 09510.2 PRODUCT 09650.31 EXAMINATION: 08800.14 ENVIRONMENTAL REQUIREMENTS: 09250.24 MISCELLANEOUS MATERIALS: 1. W.R. Bonsai Set Mortar". 2. Bostik "tile -Mate". "Drybond 'N 09510.21 CEILING UNITS: A. Examine areas in which work is to be performed. Report in writing to the Owner/Architect all A, Do not install glazing when ambient temperature is less than 50 degrees F. J 9 P g A. Provide auxiliary materials for gypsum board work of the type and grade recommended b the manufacturer of the sum board. y gypsum 3. Laticrete, Floor Wall Thinset". " A. 2X2 X5/8 Non -directional fissured pattern, with factory white prevailing conditions that will adversely affect satisfactory execution of work. Do not proceed with work until unsatisfactory conditions have been corrected. Q ❑ C. Sanded Grout: (8"X8" tile), Use in floor, tile installation with joints wider than 1/8", finish. Complying with ASTM C635 and C636. See finish schedule for style and edge condition. 08800.2 PRODUCTS B. Textured Finish Materials: Latex based texturingmaterial containing fine 9 aggregate; manufactured by U.S. Gypsum. " " 1. W.R. Bonsai Sanded Dense Grout". Manufacturers: 1. USG B. Starting work constitutes acceptance of the existing conditions and this Contractor shall then, � 08800.21 GLASS PRODUCTS: » 2. Bostik sanded Hy,Grout". "Sanded 2, Celotex, Tempa, FL. 813-871-4543 at his expense, be responsible for correcting all unsatisfactory. and defective work encountered. A. Float/plate Glass: Type I, clear unless otherwise indicated. 09250.25 DIRECT SUSPENSION SYSTEM: 3. Laticrete Floor Grout". 3. Armstrong World Industries, Inc., Columbia, MD 410-•964-2468 09650.32 PREPARATION: 08800,22 FABRICATED GLASS UNITS: A. Direct Suspension System: � Manufacturers standard zinc --coated system of furring runners, resilliont channels ,furring tees and accessories designed for concealed support of ceiling. D. Non --sanded grout: (4-1/4" x 4-1/4" Tile). Use in floor and wall file installation with Pints 1 $ inch or less. P / " i 09510.22 CEILING SUSPENSION MATERIALS: A. Test adhesive to assure proper bonding to concrete slab. Equal to U.S.G. Co, standard system. 1. W.R. Bansal "Unsanded Grout". *-6A. Laminated Safety Glass: Two (2) sheets of clear float glass with a 30 mil film of 2. Bostik "Non -Sanded Hydroment Dry Tile Grout". A. Coordinate with other work supported by or penetrating through ceilings, including B, Remove grease, dirt and other substances from sub -floors, Install flooring only after slabs are 0 polyvinyl buteral laminated by manufacturer's standard heat -plus -pressure process; yv 1/4" thick if not otherwise indicated. 09250.26 TEXTURED CEILINGS IN GUEST ROOMS C. Laticrete Dry Set Wall and Floor Grout". " " light fixtures and HVAC equipment. 9sufficiently free from moisture to ensure complete adhesion, Do not proceed until surfaces are � &► 8, Insulating Glass: Two (2) sheets 1/4" thick float glass and 1/2" dry air space with A. Texture coating installed in accordance with manufacturers recommendations. Coordinate work with paint section. E. Mildew Resistant Grout: Use in guest Bathrooms. Color as indicated in finish schedule. B. Exposed Suspension Systems: Exposed tee grid with exposed cross runners smooth, level and holes and cracks are filled. 100 {� Class A sealant type edge construction to maintain hermetic seal a. Summitville Tile Co., "S687" coped to la flush with main runners. No. 830-41 at general areas and 1$60-41 at g # 09650.33 INSTALLATION: B. Manufacturers: fire rated areas, C. Wired Glass: Clear, polished both sides, square mesh of woven stainless steel wire of 1/2 inch grid sine; 1/4 inch thick. 1, U.S. Gypsum Company, Chicage, IL 312-321-5906, "Imperial QT E -Z Spray' coarse texture. F. Admixtures for use in grout, dry -set mortar and mortar beds. 1. Provide uniform factory -applied finish on aluminum caps of ceiling suspension A. Floor tile: U 2. Gold Band Division of National G sum Co., Charlotte, NO 704--365-0950, Gypsum "Perfect 1. W.R. Bonsai "Quickset Latex Additive", including moldings, trim, and accessories of manufacturers standard baked bake white. 1. Install in accordance with manufacturer's instructions using experienced workmen, Lay � 08800.23 GLAZING SEALANTS AND COMPONENTS: Spray, medium texture. 2. Bostik hydroment Multi -Purpose Acrylic Latex Additive". enamel in pattern selected with joints tight and in true alignment. Heat tile on underside if � A. Provide exposed sealant/compound in bronze color. Comply with manufacturers C. Primer: White vinyl acrylic paint primer. 3. Laticrete "3701". C. Manufacturers: 1. DONN, DX style necessary to obtain bond. Cut to fit accurately at joining with other material. 2. Lay tile symmetrically about center lines of rooms or spaces with tile against walls not recommendations for selection of hardness, depending upon the location of each D. Texture additive: White vinyl acrylic paint. G. Adhesive: Water resistant, organic type complying with ANSI A136.1, Type I for gypsum 2. Chicago Metallic Corp., Chicago, IL 312-563-4600 less than 6" wide and same width at opposite wall. j�, 0 application. E. Color additive: Vinyl acrylic tinting base per finish legend. board walls and wood -base substrates. 3. USG Interiors, Inc., Chicago, IL 312-606-5473 3. Terminate Flooring with transition edging stripes where indicated and required at W. B. Provide 2 -part polysulfide glazing sealant. 1, Bostik "500 Multi -Purpose Ceramic Tile Adhesive. 4. Motional Rolling Mills, Inc., Malvern, PA 215-644--6700 carpeting and/or concrete floor finishes. 08800.24 GLAZING GASKETS: 09250.3 EXECUTION 2. Laticrete "Lostimastic #11". "hydroment 09510.23 MISCELLANEOUS MATERIALS: B, BASE: � 3. Bostik Ultroset" (for gypsum concrete floor substrates), w A. Provide molded or extruded EPDM gaskets of the profile and hardness required for 09250.31 GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS; H. Comply with manufacturers instructions for mixing and installation of proprietary A. Provide standard spring steel hold-down clips. 1. Install base in as long a length as practical in full bed of adhesive against a solid a. watertight construction. A, Locate exposed end -butt joints as far from center of wall and ceilings as possible. materials. 09510.3 EXECUTION 2. surfill pen joints in wall finish filled level with the finished wall surface to provide solid 08800.25 MISCELLANEOUS GLAZING MATERIALS:backin B. Install exposed gypsum board with face side out. Butt boards together for a light 09300.32 INSTALLATION: 09510.31 INSPECTION: 9 for base. W do a 0 W � 0 A, Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer. contact at edges and ends with not more than 1/16" open space between boards. A. Extend tile work into recesses and under or behind equipment and fixtures, to form a A. Examine conditions under which acoustical ceiling work is to be performed and notify 3. Install base in as long a len th as ractical, 9 9 P W W _ zom 21— ul (2 B, Setting Blocks: Neoprene or EPDM 70-90 durometer hardness with proven compatibility C. Locate either edge or end joints over supports. Position boards so that both 9 I PP complete covering without interruptions. P 9 P Architect of unsatisfactory conditions. y C. TRANSITION EDGES: ,�4a.1 � a o o with sealants used, tapered, edge joints abut, and mill -cut or field -cut end joints abut. Stagger different Locate B. Accurately form intersections Perform drilling the os Qo� vertical joints over studs on opposite side of partitions. and returns. cutting and of 09510.32 PREPARATION: 1. Install transition edges with raked bed of adhesive. �,& v,aL o C. Spacers: Neoprene or EPDM, 40-50 durometer hardness with proven compatibility With end -butt joints as far as possible from center of wall and ceilin J P 9 without marring visible surfaces. Careful) rind cut edges of the abutting trim, 9 Y 9 9 9 finish built-in items for Carefully 2. Form tight hairline joints, even with resilient tile, -a 1,C) o t sealants used. D. Attach gypsum board to framing and blocking as required for additional support at or straight aligned surfaces. grind cut edges of the abutting trim, finish or built-in items for straight aligned joints. A. Establish layout of acoustical units to balance border widths at opposite edges of 3, Coordinate with installation of carpet, if required,`o`�Qr p xx W D. Compressible Filler: Closed -cell or waterproof-' cketed rod stock compatible with pjacketed, P openings and cutouts. each ceiling. Avoid use of less -than -half width units at borders and comply with reflected ceiling plans whenever possible, 09650.34 CLEANING: V)Q_om�Wra jE �o -� � a o � a w sealants used. E. Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations. C. Unless otherwise shown, lay tile in grid pattern. Align joints when adjoining tiles on Hoar, base, walls and trim are same size. Layout file work and center Y 09510.33 INSTALLATION: A. After floors have set sufficiently to becorne seated, wash with neutral cleaner as recommended zz q 08,$00.3 EXECUTION tile fields in both directions in each space, Adjust to minimize tile cutting. Provide uniform int widths, unless otherwise shown. �' A. Install materials in accordance with manufacturer's printed instructions, and comply by Manufacturer. Leave floors clean, smooth and free from waves, buckles, loose joints or z a t`�' a U a os N W o 08800,31 STANDARDS AND PERFORMANCE: F, Attach gypsum, board directly to direct --hung metal support system for ceilings with member spacing 16" o.c, maximum. with with governing regulations, fire resistance rating requirements as indicated, and smears of adhesive. o w a a W rl 09300.33 AND PROTECTION: industry standards applicable to work. qW �g��oo A. Watertight and airtight installation of each glass product is required. Each installation must withstand normal temperature changes, wind loading and impact 09250.32 METHODS OF GYPSUM BOARD APPLICATION; A. Upon completion of ,placement and grouting, clean all tile surfaces so they are free B. Install suspension systems with hangers supported only from building structural _ zqw�.-Z z z U loading without defects in the work. A. Install exposed gypsum board in single layer application as follows. of foreign matter. members. Locate hangers near each end and space 4 -0" along each carrying channel or direct -hung runner, unless otherwise indicated, leveling to tolerance of 1/8" in 12',0". SECTION 09680 CARPETING o Wtoa�i. Q � s: 6 00 B. Protect glass from edge damage during handling and installation. 08800.32 PREPARATION FOR GLAZING: 1. On aritions walls over 8' - 1" apply sum board vertical) (parallel). P / pp y 9YP y (P ) 2. On partitions/walls 8 - 1" less in height apply gypsum board horizontal) i B. Leave finished installation clean and free of cracked, chipped broken unbonded or otherwise defective the work. 1. Secure 10 gage wire hangers by looping and wire -tying, either directly to structures or to inserts, -screws, devices 09680.1 GENERAL 0 1 (P - (perpendicular); use maximum length sheets possible to minimize end joints. C. Prohibit foot and wheel traffic from using tiled floors for at least three (3) day eye or other which are secure, 09680.11 RELATED DOCUMENTS: p A, Clean glazing channel and other framing members to receive glass immediately before 3. On ceilings, apply nor to installation of artitions 9 pP Y P p /walls, after grouting is completed. C. Install edge moldings at perimeter of acoustical ceiling area and at locations where conceal C n PLANS REVIEWED cit glazing. B. Where gypsum board is base for thin -set ceramic tile, and in toilet rooms, install water-resistant board. „ , D. Cover all the floors with "Kraft Paper in all areas and do not remove the paper necessary to edges of acoustical units, A. Drawings, Specifications, Division 1 and Contract, �y�p� �� ��p�p��®tl°� SANFORD D � 0) u - B, Apply primer or sealant to joint surfaces where recommended by sealant manufacturer, until final clean --up at completion of construction. 1. Attach moldings to substrate at intervals not over 16" o.c. and not more than 3 from ends, 09680.12 DESCRIPTION OF WORK: it �� 08800.33 GLAZING: C, Apply gypsum boards to supports with screws or nails for walls and screws only for leveling with ceiling suspension system to tolerance of 1/8" in 12'-0". Miter corners accurately and connect securely. ceilings. SECTION 09350 SYNTHETIC MARBLE TOPS, SURROUNDS AND SILLS A. Owner to furnish carpeting and padding, contractor install. ( �/ ) A. Install setting blocks of proper size in sill rabbet, located 1/4 of glass width D. Install acoustical panels in ca -ordination with suspension system, with edges UJ from each corner. 09250.33 INSTALLATION OF DRYWALL FINISHING: 09350.1 GENERAL concealed b support of suspension members. Scribe and cut panels to fit accurate) p y borders at B. Contractor to supply all other materials for complete installation, materials to include but not limited to: � at and penetrations. � B. Provide spacers inside and out, of proper size and spgcing, for glass sizes larger than 50 square inches, except where gaskets or preshimmed tapes are used for A. Apply treatment at gypsum board joints (both directions), flanges of trim Yp accessories, penetrations, fastener heads, surface defects and elsewhere as required 09350.11 WORK INCLUDED: , 1Tack strips glazing. to prepare .work for decoration. � " A. Tub Surround, 50 High.. 09510.34 ADJUST AND CLEAN: 2. Cement w N 0 C, Install filler rods channel at heel of (do not leave voids in sill s and head jams Ja , channels), complying with manufacturers recommendations. 1. Apply joint tape at joints between gypsum boards, except where a trim accessory is B. Sills (optional). A, Clean exposed surfaces of acoustical ceilings including trim, edge moldings, and suspension members; comply with manufacturers instructions for cleaning and 3, Adhesive 4. Tapes D. Force sealants into channel to eliminatewoids and to ensure complete "wetting" or indicated. 2 andysa rdtbetweenulastn23coatss �d after lost of openings in base), y Tops, Integral Bowl. C. vanit To s g touch-up of minor finish damage. C. Contractor is responsible for receiving and handling on site all materials furnish b Owner P 9 9 Y SHEET NO. (� bond of sealant to glass and channel surfaces. SECTION 09650 RESILIENT FLOORING and fill out and process all receiving reports furnished by Owner. 09650.1 GENERAL SP -6 wJ DIVISION 10 SPECIALTIES B. MauFacturers of Lavatory Bowls 11400.12 DESCRIPTION OF WORK: r 09680.2 PRODUCTS B. Applysolvent-thinned points only when temperature of surfaces to be pointed and 1. "Ovalyn, No, 0470,013" -American Standard In3,, New York, NY (800) A, Furnish and install completely the following: P Y P P SECTION 10000 BUILDING SPECIALTIES 821-7700, 09680.21 TACK STRIP: surrounding air temperatures are between 45 degrees F u degrees C) and 95 degrees f 2. "12 -780" -Gerber Plumbing Fixtures Corp., Chicago, IL (312) 675-6570. 1, Deposit Boxes (Guest and Employee) (35 degrees C), unless otherwise permitted by paint manufacturer's painted 10000.1 GENERAL A, Commercial with 3 rows of pins. Type I, Prenailed (Concrete) for anchoring into concrete sub- instructions. 3. "Model 4625" - Universal Rundle, New Castle, PA (800) 441-7357. a, Model Size: H=20 7/8", W=32 5/8 0=24". b. Model Configuration: 12 openings at 5" x 5", 4 openings at 5" x 10 3/8", one i floor. Tack strips 333 manufactured b APM or as approved b the Owner. 10000.11 RELATED DOCUMENTS 10000.30.1 Alternate Lavatory Assembly opening at 10 1 8" x 10 3 8". P � Y PP Y C. Do not .apply paint in snow, rain fog or mist. P 9 / / A. Drawings, Specifications, Division 1 and Contract. Synthetic composite material known as "Corian" and manufactured by Dupont with an integral bowl c. Door face material: Polished stainless steal. 09900.2 PRODUCTS made from the some material will be an acceptable alternative to synthetic marble top with an underslung d. Finished of case and case edges: Manufacturer's standard black paint. 09680.22 TWO TYPED SEAMING TAPING: 10000.12 DESCRIPTION OF WORK: lavatory bowl. No other composite material is acceptable. Color: White; Finish: Satin. e. Manufacturer: Hamilton Safe, Fairfield, OH (513-874-•7333), 09900.21 COLORS AND FINISHES: 2, Deposit Box Key Cabinet A• Seaming adhesive or similar product recommended by carpet manufacturer, for taping seams A, Building specialties include the following items 10000.31 VESTIBULE FLOOR MAT: a. "Telkee-Regent Wall Cabinet, Model No. RWC 125-S", Whitney Duplicating and buttering cut edges at backing to form secure seams and prevent pile loss at seams. Hot A. Paint colors, surface treatments, and finishes, are indicated in "schedules" on the A, Material: Check Company, New York, NY (212-868-0165). melt seaming tape shall be Orcon Super 3S type. contract Documents. ` 1. Portable fire extinguishers. 3. Employee Depository Safe 2. Toilet accessories including grab bars, mop rack, and monitor poles. a. "Model No. HH -71 Special Model No. 3813", American Security Products B. Provide finish coats which are compatible with rime points used. Notify owner 3. Tube for "As --built" drawings. 1. Carpet: Unitary fusion bonded nylon with a pile heights of 1/4" and a yarn weight of 09680.23 ADHESIVE: P p p y 9 (Major Safe Co,), Fontana, CA (714-685-9680). of an anticipated problems using specified coating systems 28 ounces per square yard. Color selected by the Owner from manufacturer's standard Y P P 9 p 9 Y colors. b. Size, outside measurement (very with manufacturer's submittal). H=34", W=22 with substrates primed by others, B. Consult drawings to verify items provided by owner and installed by contractor. D=25 A. Water resistant, non -staining types as recommended by carpet or padding manufacturer for 2. Tread Rails: , various types of installation specified herein. Adhesive should comply with flammability C. Do not apply paint in rain, fog or mist. 10000.13 QUALITY ASSURANCE: a. Material-, 6063-T52 aluminum alloy. 4. Washer: supplied by owner. 5, Dryer: supplied requirements where required. Adhesive shall be Henrys #251 or as approved by the Owner, b, Finish: AA-M12C22A42, "Medium Bronze", Class 1 anodized, owner, 09900.22 MATERIAL QUALITY: A. Provide portable fire extinguisher units conforming with ANSI/UL 711. 6. Furniture and Fixture installation: ti B. Fabrication, a, Install all furniture and fixtures furnished b 09680.3 EXECUTION v Owner in accordance with ID A. Products of a single manufacturer are listed but products of one of the following 10000,14 COORDINATION: 1. Tread mechanically locked into rails and fasten at each end to prevent movement. Drawings and cut sheets. Contractor is responsible for receiving and handling 09680.31 install as per carpet manufacturers recommendations. manufacturers will be acts ted so long as they are similar in quality and identical 2. Tread rails continuously locked in an ball socket to provide roll -back for cleaning. on site all material furnished by Owner and fill out and process all receiving in finish (color and texture: A. Coordinate )the work with the placement of blocking to receive " reports furnished b Owner, Products and methods of installation shall be 3. Maximum spacing 3/16 between edges of tread rails. P Y i - anchor attachments. " approved b Owner. I. Ben min -Moore 4. Leading edge filler strips with "square nosing to abut adjacent door threasholds with Pp Y 2. Pratt and Lambert B. Coordinate locations of the work with other work to avoid interference and to assure sides of mat finish straight to abut wall construction surfaces. Tapered transition edge b. Headboard Mounting Items: 3"0/16" toggle bolts (2 each), silicone adhesive not permitted, and 2"-#10 pan head screws for each cleat (2 each). F- 3. Pittsburgh proper operation and servicing units. p c, Box Spring and Bed Frame Mounting Items: #100/4 pan head screw (4 09900.23 EXTERIOR PAINT SYSTEMS: 10000.2 PRODUCTS C. Products: Provide one (1) of the following products subject to conformance with the each), t requirements specified,d, Artwork and Framed Mirror Mounting Items: 1/8"x3" toggle bolts (two each for °� ® N A. See drawings for finish schedule, 10000.21 Interior Corner Guards reach item) and silicone adhesive. A. Guestrooms - High impact, polycarbonate plastic, 1-1/8" x 1-1/8" x 1. "Pedimat" Model PM 400SM Surface Mount - Construction Specialties Inc., Muncy, e. Wall Bracket Light Mounting Items: 1/8"x3" toggle bolts (4 each), plastic tube U Ul 09900.24 INTERIOR PAiNT SYSTEMS: 1/16" x full height, 90 degrees profiled predrilled corner guards secured in place with PA (800-233-8742), clip and 1" #10 pan head screw with plastic shield (1 each). chrome plated or stainless steel "star" head screws. Install at floor. 2. "MC -S" -- Blanco Fl,00rmat Systems, Wichita, KS DIVISION 1 2 "p NOT USED See finish schedule for color selection, 800-767-0082 0 A. See drawings for finish schedule. S ( )• Z o� 09900.3 EXECUTION B. Publiccorridors-Rigid extruded polyvinyl chloride (PVC), 1 1/2" x 1 1/2", 10000,32 LAUNDRY TRENCH GRATE: DIVISION 13 -- SPECIAL CONSTRUCTION 1 10 a with 90 degree corners, full height from top of base to match color of adjacent waftSection 13000 -Concrete Pools 01 m 09900,31 INSPECTION: material. Provide corner guards on all public spaces 90 degree corners A. Provide square -mesh fiberglass grating,'solid compression molded structure, 1" thick x size 0► required, with bearing bars spaced at maximum 1" 'on center, Pool is to be designed by a licensed pool designer / contractor and is to provide complete design and 7 A. Examine areas and conditions under which painting work is to be applied and notify construction documents for permitting. t� Architect of conditions detrimental to proper and timely completion of work. 13000.10 General 0I 1. Products: Provide one of the following products subject to conformance with the A. Pool indicated meets minimum requirements which may change as a result 09900,32 SURFACE PREPARATION: 10000,22 Exterior Column Corner Guards requirements specified, of local code and health department requirements. The pool contractor is A. Full height, in one continuous piece, 1--1/2" x 1-1/2", at framed column a. 'Kordek1300 - International Grating, Houston TX (800-231-0115), Z A. Perform preparation and cleaning procedures in accordance with paint manufacturer's corners or height indicated at entry columns. Finish color shall match adjacent b. "Standard 1" x 1" x 4"" -- Chemgrate Corporation, Woodinvill, WA responsible for including all conditions necessary to meet local requirements and instructions, for each particular substrate condition. surfaces. (206-483-9797), obtaining all necessary permits to construct pool. a licensed V)ned b s must be sealed and signed n drawings Contractor's desigggy B, .Remove and reinstall hardware, hardware accessories, plates, lighting, .fixtures, and B. Manufacturers: C. "Protectolite, Type 1" -McNichols Co., Tampa, FL (800-237-5820). B. � � � ,D Engineer registered in State in which project is being constructed, � �� similar items in place and not to be finish -painted, or provide surface -applied 1. Farmost Manufacturing, St, Louis, MO 800-325-7356. Lb ,i protection, C. Adhesive: 10000.33 ACCESS HATCH AND STAIR: C, Provide systems of fully compatible components and construction methods 0 " " required for,complete and operable systems for swimming pool, including but not =r 1. Macco Adhesives, Wickliffe, OH 800-321-3647, LN -602 Liquid Nails". _ ty C, Seal tops, bottoms, and cut-outs of unprimed wood doors with a heavy coat of varnish " " A. Provide ceiling Access Hatch and Stair as indicated, consisting of the following: limited to excavation, dewatering of construction area and removal of excess earth 2. Beecham Products In3., Dayton, OH 800-634-8392, DAP 2000. l�J or equivalent sealer, from site. � 10000,23 Fire Extinguishers and Fire Extinguisher Cabinets (FEC) 1, Steel ladder attached to wall meet all O,S,H,A, requirments, 13000.11 Materials D. Allow exterior plaster to cure 24-48 hours prior to painting to avoid peeling. A. Type and capacity of fire extinguishers shall be in accordance with local codes. 2. 1 1 2 hour rated access hatch. J Cabinets shall have flat trim profile with steel break -glass door and white baked on / A. Materials and mixes for gunite and shotcrete shall conform to GCA P g 3, Stair strings, hinges and treads: capable of supporting a minimum load of 400 pounds. publication 0--84, • 09900.33 MATERIAL PREPARATION: enamel finish. B. Gunite: Minimum 3,000 psi compressive strength at 28 days. B. Manufacturers: B. not used, 0 C. Shotcrete: Minimurn 4,000 psi compressive strength in 28 days, Submit o -A- A. Mix and prepare painting materials in accordance with manufacturer's directions. 1, J,L, Industries, Bloomington, MN 800-328-6147, "Ambassador No. 2015G12" 0 z c,, 2. Larsen's Manufacturing Company, Minneapolis, MN 800-527-7367, design mix and certify material for weight, water content and mixing time. m N B, Stir materials before applications to produce a mixture of uniform density, and stir "Architectural Series No. 2712-R". C. Provide unit(s) with 1 1/2 Hour Fire Rated Door as part of the factory assembly, for installation in D. Portland Cement: ASTM C150, Type 1 or II. o a' as required during application. " rated ceiling. E. Reinforcing Steel: ASTM A615 grade 40. Z o q 9 PP 3. Muckle Division of Technico, Owatonna, MN 800-435-0544, No. 104R-1" g r o a F, Gauging Wires: Piano wire, 0.027" thick. °D 09900.34 APPLICATION: D. Provide complete with all hardware required for installation and operation, G. Finish Plaster Mix: White marble, white waterproof cement and bonding agent, 10000,24 Access Doors H. Provide fiberglass finish coat us manufactured by "American Chern-Tec" or "Fibertec", A. Apply paint in accordance with manufacturer's directions, Use applicators and A. Provide 36" x 48" steel attic access and 12" x 12" fire damper doors with P E. Products: Provide one of the following products subject to conformance with the requirements 13000.12 Filter System W techniques best suited for substrate and type of material being applied, Spray " Q r application is recommended for general exterior stucco painting. concealed hinges and cylinder locks in factory primed finish. Style -M and Model specified. A. Pressure Filters W #3208-012" - Mifcor, Lima, OH (419) 227-6899. 1. Filter systems: Listed as approved by the National Sanitation ® � B. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. 1. "Cesco Products SFB 36" x 48" 1 1/2 hr access door. P Paint surfaces behind permanently -fixed equipment or furniture with prime coat. (612-424-4919). M Foundation for sand filters at flow rates of 20 GPM per square foot of filter area, and w 20 bear the National Sanitation Foundation Seal of Approval. Maximum filter flow rate f-- M r,00 2. architect approved equal. shall not exceed 15 GPM per square foot of filter area. J (� " o C. Finish exterior doors on tops, bottoms and side edges same as exterior faces, unless 2, Filter or Filter Batter Stainless steel or fiberglass hi -rate pressure Lei g otherwise indicated. Y 9 p Q 10000.4 EXECUTION sand filters, D. Sand lightly between each succeeding enamel coat. 3. Include with each filter top mounted influent pressure gauge, rading 0T 6U 000 10000.41 EXAMINATION: to psi, manual air release valve, multi -port dial valve, backwash site glass and a w �' E. Apply sufficient time between successive coatings to permit proper drying. transparent dome top. ® V A. Examine substrates and other conditions under which installation is to occur, and F. Apply first -coat material to surfaces as soon as practical, notify Architect of conditions detrimental to proper and timely completion of work. 4, Manufacturers: Pac-Fab or Sta-RR5. < B, Filter Medio: Sand, with an effective size of 0.45 to 0,55 trim with uniformly f G. Apply materials at not less than manufacturer's recommended spreading rate. 10000.42 INSTALLATION: coefficient of 1.6 maximum. 1 H, Apply one (1) coat of primer (if indicated) and two (2) coats of the finish paint A. Install accessory and fire extinguisher units in accordance with manufacturer's C. Filter Face Piping: i or other point indicated for all items Interior and exterior to be painted. instructions, using fasteners which are appropriate to substrate and recommended by 1. Pipe, valves and fittings shall make a complete unit or battery from !+ 10000.26 Wall Louvers manufacturer of unit. Install units plumb and level, firmly anchored in locations inlet to outlet. 1. Tint the first flnish coat to a shade lighter than the final coat noted on the A. Stormproof fixed blade louvers with at least 50% free area similar to Construction indicated. 2. Arrange piping to carry out operations of filtering, backwashing and schedule, Specialties Model No. 4157, extruded aluminum with extended sill. Provide insect by-pass of filter for pool draining. I. Perform kitchen equipment touch-up as necessary. and local codes. screens at all louvers with extruded vinyl, removable splines to permit re -screening. B. Install all items in accordance with manufacturer s instructions, ANSI A117.1, ADA, 3. Face pipe and fittings: PVC SCH 40. Paint finish shall meet or exceed AAMA Specification 603.8. 09900.35 CLEAN-UP AND PROTECTION B. Provide factory applied baked on, 2 -coat, modified polyester, finish similar 10000.43 ADJUST AND CLEAN: 13000.13 Flow Meters to PPG Industries coating, "Polycron III," color to match adjacent finishes as shown on A. Flow meter shall be of the millivolt type as manufactured by Signet t� A, During progress of work, remove from site discarded paint materials, rubbish, cans drawings. A. Adjust units for proper operations and verify that mechanisms function smoothly. Scientific Co., EI Monte, CA 213-571-2770 or as approved by Owners and rags at end of each work day. C, Manufacturers: Representative. .� 1. Construction Specialties In3., Muncy, PA 800-233-8742, B. Clean and polish all exposed surfaces of factory finished units after removing B. Protect work of other tradesman, whether to be painted or not, against damage by protective coatings. 13000.14 Water Treatment S painting and finishing work. 2. Airline Pro4., Ina. Hagerstown, MD 301-582-2500, System b 3. Industrial Louvers, In3., Delano, MN 612-972-2981. A. Chlorine Feeder: Erosion type feeder (Bio -Lab or equal) capable of C, At the completion of work of other trades, touch-up and restore all damaged or 4, Reliable Metal Pro4. Co., Geneva, AL 205--684--3621. 10000.50 EXTERIOR SIGNAGE: feeding a chlorine level of 6 ppm as manufactured by Bio -Lab In., Decatur, GA 404 - defaced painted surfaces, 10000.27 Lockers, For or as approved by Owner's Representative. For all exterior signage, such as building's signs, pylon signs monumental signs, B. H Control: (if applicable y ) A. Two Point Positive Latching Doors: Standard recessed chrome plated pull consult with the following approved vendors: P (' pp icable b local code SECTION 09950 WALL COVERING " 9 pp 1. Peristaltic type designed for use with a muriatic acid solution, handle with provision for padlock (padlock not in contract). Two tier, 12' wide, 15 Yp 9 09950.1 GENERAL deep and 36" high, with sides and back of 24 gauge sheet steel. Fully perforated 16 Collins Signs Chandler Signs Persona 2• Acceptable manufacturers: Blue White, Mec-O-Matic or Stenner. gauge steel doors, end panel and frame. Provide sloped top of 20 gauge steel, 4255 Napier Field (load 3201 Manor Way 700 21st Street, SW 3. The minimum size of the solution reservoir shall not be less than 50 q �'h Dothan, Alabama 36303 Dallas, Texas 75235. Watertown, South Dakota 57201-0210 percent of the maximum doily capacity of made-up of standard length sections, splice covers and end closures. Base to have Phone: (334) 983-8000 ext. 149 Phone: (214) 902-2000 Phone: (800) 843-9888 P Y P y the feeder (and shall be marked to 09550.11 RELATED. DOCUMENTS: 16 gauge steel filler panels, 6" high, fastened to locker legs. Baked enamel in Fax: (334) 983-1379 Fax: (214) 902-2044 Fax: (605) 882-3521 indicate contents). manufacturers standard color as noted. Contact: Scott Lyman Contact: Bill Teel Contact: Rick Hanson C. Test Kit: Taylor #1744H or Bio Lab 1200V. A. Drawings, Specifications, Division 1 and Contract. B. Manufacturers: 1. Lyon Metal Products, In3„ Aurora, IL 800-323-0096. Color: "Putty". 13000.15 Recirculating Pump and Motor Z 09950.12 DESCRIPTION OF WORK 2, Republic Storage Systems, Canyon, OH 800-321-0216. Color: "#83 A, Pumps: Self priming unit with hair and lint strainer capable of delivering Decorator Tan". the designated GPM at the designated head during the filtering operation without A. Wall covering shall be furnished by Owner and installed by Contractor. Contractor is 3. Penco Products In3„ Oaks, PA 215-666-0500, Color. "Light Putty", Di VI SI QN 11 FRONT OFFICE EQUIPMENT overloading along the full length of the pump curve,k o responsible for receiving and handling on site all material furnished by Owner and fill out and Manufacturers: Sta-rite, Purex or Pac-Fab, process all receiving reports furnished by Owner. Strippable adhesive and primer where 10000.28 Storage ShelvingSECTION 11000 OFFICE EQUIPMENT i, required, furnished and installed by Contractor. Refer to Interior Design for type and location. g w a A. Stand alone shelving for medium duty loads with 1"x1"x1/8" sway braces, (two back, o txwo 11000.10 Deposit Boxes (Guest and Employee) C, oqz W J 09950.2 PRODUCTS four at sides) and all accessories required for complete assembly. Six shelves = o O - is m A. Module Size: H=15', W=10 3/8, D=24 B. Pum Motors: Ener efficient, UL listed such as Gould E- 2�-��V)r-Uio consisting of 18 gauge steel with 1"x1"x1/8" reinforcing angles front and back. Four P 9Y plus as manufactured 9 p , <zw 09950.21 PRIMER (Where required): B. Module Configuration: 8 openings at 5 x 5", 2 openings at 5 x 10 3/8", b angle posts to be 13 gauge hot roiled steel with slots to receive shelf clips. y Century. � o � � � � g a Manufacturers: U o q,,; A, Produced by the some manufacturer as the adhesive and substrate. C. Door face material Polished stainless steel �, v) c,, (h U -l1 C-�U 1. Republic Steel Storage Systems, Canton, OH 800-321-0216. Open 13000.16 Piping a wQ PP D, Finishes of case and case edges: Manufacturer's standard black paint. L � L, o r o o B. Adhesive: Tinted, ready -mixed, mildew resistant, non-bleeding, non -staining and non-flammable Clip Type . E, Manufacturer: Hamilton Safe, Fairfield, OH (513) 874-7333. =:c ZUJ opaque when dry. Wheat paste and clay base adhesives are not acceptable. 2• Penco Products, In3, Oaks, PA 800-441-5352, Clipper Shelving", A. Piping within filter room: Polyvinyl chloride (PVC), Type 1-1220, Schedule V) ba'ccc) 3. Lyon Metal Products, In3., Aurora, IL 800-323-0096, 800 Series". 40 IPS, Class #135. N.S.F, approved and labeled. r: *' w Cp w 09950.22 PRIMER/ADHESIVE SYSTEM: B. Pool fill fine: Schedule K copper. � E w G 10000.28 Guest Room Coat Racks pp Z a _ W SECTION 09900 PAINTING 11000.11 Deposit Box Key Cabinet C. Filtered water supply piping to pool: Schedule 40 PVC. N.S.F. approved. oza0 A. Primer: "22005 Sealingrimer", Adhesive "18105 Tinted Strippable". F. Smith Adhesives, To include 8 wood hangers finished to match rack two for skirts and six for suits, A. "Telkee-Re ent Wall Cabinet, Model No. RWC 125-S", WhitneyDuplicating o� 8 N 09900.1 GENERAL p PP 9 Y P 9 D. Filter connection piping which connects the filter plant to the filter pump Inc., west George, NY 201 736-7070. Install rack with wood screws or toggle bolts, with matching wood plugs over recessed Q o W a 9 ( ) Check Company; New York, NY (212) 868-0165, and to the recirculation piping, backwash piping and other piping associated with � � n 0990.11 RELATED DOCUMENTS: screw holes. Rack to be wood with teak finish and 5/8" diameter. chrome 0 � _ filter system: PVC, Type 1-1220, Schedule 40 IPS Class #135. N.S.F. approved (%j 2 w 0650a- 8, Primer: "Tekna Prime 14095". Adhesive: "Proof Strippable 11605". Roman Adhesives, Inc., plated steel rod. , A. Drawings, Specifications Division 1, Contract. Calumet City, ( ) and labeled, IL 800-356-5595. A, Manufacturers: a o v a 1. Beverly Coat Hanger Co Inc, San Francisco, CA 415-550-0105, "Model 806=30" all units except 11000.12 Employees Depository Safe E. Fittings for PVC pipe: Whenever PVC pipe is used, all fittings shall be =ow a��, r v0�P_Ioo 09900,12 DESCRIPTION OF WORK: C. Other products meeting the requirements specified may be used, if specifically approved by the the handicap units will use "Model 806-24". Finish to match case goods. A. Model No. HH -71 special Model No. 3813", American Security Products (Major heavy weight, Schedule 40, of some manufacture as PVC pipe used.0 Owner's Representative. Safe Co.) Fontana, CA 714-685-9680, F. Valves: �r A, The extent of work includes painting and finishing of interior and exterior exposed a u� items and surfaces throughout project as indicated on the drawings. Paint all mechanical 09950,23 PRIME GUEST ROOM BATH WALLS: 10000.29 Toilet Accessories 1. Size, outside measurement (verify with manufacturers submittal). Height: 34 1. Small valves: Valves up to and including 2-1/2" in size shall be Gate units surrounding area: Painting of mechanical units of work, equipment and piping exposed on surrounding area. building including items at grade or on face of building to mach Width: 22 inches; Depth: 25 inches. valves, all brass with threaded ends for ferrous pipe. They shall be 125 Ib. non - the exterior of the � 4 A. Other spaces do not require priming unless water resistant gypsum board Guest bath accessories to be polished chrome finish rising stem type. (green board) occurs except grab bars at accessible units to be satin finish stainless steel. Employee and 2. Large valves: Valves larger than 2-1/2" shall be rubber lines, cast ) cY1 1. Surface preparation, priming, and coats of paint specified are in addition to in the wall. Where green board does occur, the entire wall (corner to comer) shall be primed. public toilets to be satin finish stainless steel accessories throughout.SECTION 11400 EQUIPMENT AND FURNITURE iron, water type butterfly valves. Valves shall be hand operated with cadmium plated shop -priming and surface treatment specified under other sections of work. A. Manufacturers: ductile iron discs, stainless steel stems and pins, and Buna-•N seats and rated for B. Install wallcovering prior to installation of all wall mounted plumbing, cabinets, molding and 1. Bobrick Washroom Equipment, In3., New York, NY 518-877,7444, 11400,1 GENERAL 125 psi. 09900,13 DELIVERY AND STORAGE: electrical fixtures, 2. Bradley Corp., Mt. Laurel, NJ 609-235-7420, 3, Valve extension stems and keys: Provide as required to operate the A. Deliver materials to job site in original, new and unopened packages and containers 09950.24 OPTIONAL WALL FINISH: 3. Franklin Brass Manufacturing Co., Los Angeles, CA 800-421-3375. 11400.11 RELATED DOCUMENTS: system, 4. Pipe identification: Plastic togs for all valves. A bearing manufacturers name and label. 10000,30 Lavatory Countertop A. Drawings, Specifications, Division 1 and Contract. , G e d A. Water born acrylic -epoxy, two component architectural coating which is non -yellowing, 09900.14 JOB CONDITIONS: chemical and abrasive resistant finish over gypsum "knock -down" splatter and drag finish, Molded reconstituted (synthetic) marble, with integral backsplash with cut-out to 13000.17 Pipe Joints „ S REVIEWED IEWED 7. v) �! (See gypsum specification). receive under counter bowl, affixed apron and loose end splashes. $ 0 A. Apply water -base paints only when temperature of surfaces to be painted and Aron shall be prepared to receive facial tissue dispenser. CITY OF SANFORD z Q surrounding air temperatures are between 50 degrees F (10 degrees G) and 90 degrees 1. Primer: RICH LUX PRIME FAST. p p p ,> p A. Cement and thinners: Use for making solvent welded joints, Of type F (32 degrees C), unless otherwise permitted by paint manufacturers painted 2. Manufacturer: M,A,B. PAINTS AND COATINGS, PLY -TYLE 530 COATING Orlando, FL Thickness to be 3/4 minimum with 1" at exposed edges. Color: Marriott White, Finish: Gloss compatible with kind of piping used. instructions. (407-851-6160). - A. Manufacturers of Counters and Aprons: B. Teflon II tape: Use on the male threads of all threaded pipe joints. SHEET No. Rev No.: Q 1. Imperial Marble Corp., Contact: Margrabe-Harris, Leawood, KS 913-649- 5604, 2. Romarco Corp., Morgantown, NC 704-584-2551. SP -7 ' 3. AMEX Marble, Santa Ana, CA 714-835-7122, Q��I I� , . -V V J L. w X r(i u� rn rn i O �r 0 0 I II r 13000.18 Schedules of Pool Fittings, Lights and Equipment 14240.16 MAINTENANCE SERVICE 14560.22 MATERIALS: A. Initial Maintenance Service: Provide full maintenance service b skilled, competent A. Chute Metal: Aluminum -coated, cold -rolled, commercial -quality steel, ASTM A 463 Type 1 with Y P Description Manufacturer Model Number employees of the elevator Installer for period of 12 months following Date of Substantial T1-40 coating, gage as indicated. Completion. Include monthly preventive maintenance performed during normal working ► I Pool Fittings: 14560.23 CHUTE DOORS: hours. Include repair or replacement of worn or defective parts or components and Pool Wall Inlet Swimquip 8429 lubricating, cleaning, and adjusting as required for proper elevator operation in conformance Auto Water Level Control Mar -Max LTC 00245 with specified requirements. Include 24 -hours -per -day, 7 -days -per -week emergency A. Chute Intake Door and Frame Units: Provide AIST Type 302/304 stainless steel, self-closing 1 1/2" Hydrostat Valve Frost A-41452 callback service. Exclude only repair or replacement due to misuse, abuse, accidents, or intake door units at each landing. Locate units at heights indicated. Equip doors with positive 1 1/2" Hydrostat Tube Swimquip 7017-157 neglect caused by persons other than Installer's personnel, latch and latch handle. 1 1/2" Skimmer American Prod. 844201 f B. Continuing Maintenance Service: Installer shall provide a continuing maintenance proposal 1. UL -Labeled Door'Units: Provide B -labeled door units, 1.5 hour with 30 -minute 1" Fill Spout Frost A-41240 g P g P P temperature rise of 250 deg F (121 deg C), with closures. Pool Main Drain Sum Sta-rite 7017-0103 to Owner, in the form of a standard yearly (or other period) maintenance agreement, , P starting on date construction contract maintenance requirements are concluded. State 2. Door Type: Right-hand hinged. 180 -degree swing type. 15"x 18". Pool Main Drain Grate Sto-rite 7017-0741 services, obligations, conditions, and terms for agreement period and for future renewal 3. Finish: Satin finish, options. 4. Locks: Equip door latch units with manufacturer's standard keyed cylinder locks, Underwater Lights: 5. Electrical interlocks: Equip the intake door units of each chute with electrical interlocks. 500W/120V Light Sto-rite 5086 14240.2 PRODUCTS All doors are normally unlocked. When the system is energized by opening one door, Deck Junction Box - 3H American Prod. 783102 the remaining doors are automatically locked until the system is de -energized. Design door lock units for wiring together and connection to the power source and control Deck Equipment: 14240.21 MANUFACTURERS elements as indicated. Grab Rail Swan Mfg. DMS -100B a. Manual control Switch; Provide interlock systern with manual control stations Deck Anchor Swan Mfg. IAS -100 A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering where indicated, with switch to lock all doors of chute during, shut -down hours Escutcheon Plate Swan Mfg. IEP -100 products that may be incorporated in the Work include but are not limited to the following: and service operations. Z Ladder 3 tread Swan Mfg. LFB-24-38 t - B. Chute Discharge Door Units: Provide fusible -link, 1 hr. "b" label fire protection, self-closing steel tn Maintenance Equipment: 1. Dover Elevator Corp, discharge door guillotine type unit. a UJ Vacuum Cleaner Head Rainbow Flex -A -Vacuum Swivel Wheel 2. Montgomery Elevator Co. p `n Vacuum Hose Spiralock 1�-1/2"x 35' Heavy Duty 3. Otis Elevator Co. 14560.24 ACCESSORIES: Vacuum Pole Rainbow #812-•16 8'-16' 4. Schindler Elevator Corp, Utility Pole Frost A-40177-2 5. U.S. Elevator/Cubic Corp. A. Fire Sprinklers: Equip chute with sprinklers according to NFPA Standard No. 13, ready for `n connections. Provide access for head maintenance. Unless otherwise required b N 18" Curved Wall Brush A & B Brush 600/900 6. Miami Elevator Co. piping q Y Frost A-41420 w/Brass Bolts governing regulations, provide 1/2 inch NPS (DN 13) heads, one located in chute above highest AlgeaPole Adapter F Brush & B Brush 512/912 intake door and one located at intake door on alternate floors. Z � � ' and Wing Nuts 14240.22 MATERIALS & COMPONENTS �t B, Roof -Termination Vent Units: Provide vent unit with roof -deck flange. Comply with NFPA Safety Equipment: A. Capacity. 2500 lbs. requirements for full-sized chute extension to 48 inches (1200mm) above the roof, with full- 01 Life Buoy Cal -June, Inc. U.S.C.G. diameter screened vent area and metal safety cap or glass explosion -release cap. Provide c Throw Line (40' min.) Berkley Mfg. B&W 1/4" B. Speed: 125 Ft/Min. nonferrous -metal roof counterflashing and compatible with chute metal. (Verify if required by p fi Life Hook Rainbow #153 Double Arm local codes). Life Hook Pole Rainbow 820-16 C. Control System: Simplex - Selective Collecive (Based on 'DOVER' specification) Life Hook Pole Adapter Frost A--41420 w/Brass Bolts 1. All control buttons shall be designated b braille and raised characters. 14560.3 EXECUTION Z and Wing Nuts 9 Y Spine Board w/Ties D. Auxiliary Controls: Fire fighter, independent service, inspection and power failure automatic 14560.31 INSTALLATION: 16 Unit First Aid Kit lowering. w fl A. General: Comply with the manufacturers' instruction and recommendations. Assemble n E. Signal Equipment: Corridor lanterns, car position indicators and car phone. components with tight, non --leaking joints. Anchor securely to supporting' structure with 0 N 9 / sufficient anchorages nch rag sion to withstanent of d impact and wide -load stresses on vent units. Provide for 1- 13000.19 Swimming Pool Cover 1. Hall rail shall be 4'L' a.f.f. to center w visual indicator. LLJ r= n 2. A visible and audible signal shall be provided at each hoistway entrance. o Provide 3.8 oz per sq. yard, green polypropylene mesh a, Audable si ql shall s9 nd once for up & twice for down, B. Interlock System Wiring: Install electrical wiring to operate and control door interlock system; and heavy-duty web strap loops and "D" rings and #50 brass anchors spaced or have v r�a� annuncia`�ors. comply with applicable NECA recommendation. maximum 4'4" on center. Items shall be manufactured by Anchor Industries, Inc., Evansville, IN 812-867-2421. F. Car: Passenger type, size (NOM) 5'-8" x 4'-3" x 8'-0" ht. inside. (Following information based on 'DOVER'.) DIVISION 15 -- MECHANICAL , � z Q N 13000.20 Pool Heater o 1. Interior Walls: 'Doeskin Graceful Oak #370' plastic laminate A. Heater Size: 264,000 BTU, A.S.M.E. coded and labeled. Desigo based on 2. Interior Doors &Frames: Stainless steel. Issued in 8-1/2° x 11" format o r 11'� CD 9 3, Exterior Doors &frames: Factory primed. �J maintaining a temperature of 80 degrees F. Manufacturer: Roypock, Model 26, CO B. Furnish in-line thermostat with 2 degrees F. intervals and a minimum range G. Hoistwoy Entrance: 0 of 60-120 degrees F. o _ 1. (3) In line. DIVISION 16 ELECTRICAL ® w 2. Operation, single speed, off -center opening. 3. Fire rating: B -Label, 1 1/2 hour fire ratined. Issued in 8-1/2" x 11" format 4. All hoistwo entrpnc v F. s shall have raised & braille designation provrdeT on both jambs. U «, G LtiW O H. Special Requirements. W W c�wa `o 1. Plunger Excavation: By elevator contractor a o 2. Provide manual elevator door key release at each floor. w o 3. Heater: Flush mounted ceiling heater (similiar to 'DOVER' Q Mark model QRC112 ® O (� o with keyed on/off switch) ro 4. A door delay time of 3 seconds shall be provided for each car call. 5. A door protective and re -opening device shall be used. 14240.3 - EXECUTION 14240.31 EXAMINATION DIVISION 14 - CONVEYING. SYSTEMS nne A. Prior to commencing elevator installation, examine hoistwoys, hoistwoy openings, pits, and LLJ 0 SECTION 14240 --' HYDRAULIC ELEVATOR machine rooms, as constructed; verify all critical dimensions and examine supporting � structure and all other conditions under which elevator work is to be installed. Notify Contractor in writing of any dimensional discrepancies or other conditions detrimental to the 14240.1 - GENERAL proper installation or performance of elevator work. Do not proceed with elevator (� installation until unsatisfactory conditions have been corrected in a manner acceptable to 14240,11 RELATED DOCUMENTS the Installer. A. Drawings and general provisions of Contract, including General and Supplementary 14240.32 INSTALLATION OF ELEVATOR SYSTEM Conditions and Division 1 Specification Sections, apply to this Section. A. General: Comply with manufacturer's instructions and recommendations for work required during installation. 14240.12 SUMMARY B. Sound Isolation: Mount rotating and vibrating elevator equipment and components on A. This Section includes the following hydraulic elevators: vibration -absorption mounts, designed to effectively prevent transmission of vibrations to structure and thereby to eliminate sources of structure-bome noise from elevator system. 1, Pre-engineered Passenger Elevator. CL 0 C, Install piping without routing underground, where possible. Where not possible, cover LLQ 14240.13 SUBMITTALS underground piping with permanent protective wrapping before backfilling. z A. Product Data for each principal component or product of each elevator, including certified D. Leveling Tolerance: self -leveling feature, 1/2 inch (12 mm), up or down, regardless test reports on required testing. Indicate capacities, sizes, performance and operating of load and direction of travel characteristics, features of control system, finishes, and similar information. Indicate any U w variations from specified requirements. 14240.33 PROTECTION a A. At time of Substantial Completion of elevator work (or portion thereof), provide suitable w o 0 4 w B. Maintenance Manuals: Bound manual with operating and maintenance instructions, parts protective coverings, barriers, devices, signs, or such other methods or procedures to listing, recommended parts inventory listing, purchase source listing for major and critical protect elevator work from damage or deterioration, Maintain protective measures N 4 G~- QTgZ components, emergency instructions, and similar information. throughout remainder of construction period. w� r -w0 Q6- JwZ) C. Certificates and Permits: Provide Owner with copies of all inspection/acceptance B. Provide similar protective measures for elevator units that will be placed in temporary Q6- ow�� service, including inspection and maintenance service during period of temporary service. �U)LwOY certificates and operating permits as required by governing authorities to allow normal, a- O o z l- w -' �� o�z Fv-~o unrestricted use of elevators. _ V' :E :c Z W K ii SECTION 14560 LAUNDRY CHUTES 4240,14 QUALITY ASSURANCE rw Z -b-�1.�-QCY A. Regulatory Requirements: All applicable components shall be manufactured and installed vL`��,a.nL. to meet ADA & ANSI A117.1 - Making Buildings and Facilities Accessible and Usable by Physically14560.1 GENERALZL Handicapped People. PP P � � �oWa.zz�w B. Regulatory Requirements: In addition to local governing regulations, comply with applicable 14560,11 RELATED DOCUMENTS: o w G o o v> o a requirements of ASME/ANSI A17.1, Safety Code for Elevators and Escalators (hereafter Q o Safety wZ rU zow_ U. t -V LK3F-aOq q - A. _ Drawings, Specifications,` Division 1 and Contract. 0 � • referred to as the "Code")'. a► 14560.12 DESCRIPTION OF WORK: 4240.15 WARRANTY A. Complete installation of laundry chute. "� ``` 14560.13 QUALITY ASSURANCE: �./ PL MANS ktVIMED -, �,. A. Warranties: Provide coincidental product warranties where available for major components A. NFPA Coder Comply with applicable portions of National Fire Protection Association (NFPA)`�A��R� of elevator work. Submit with maintenance manuals. Standard No. 82. U 14560.2 PRODUCTS w 14560.21 MANUFACTURERS: z � V)� A. Available Manufactures: Subject to compliance with requirements, manufacturers offering W products that may be incorporated in the Work include, but are not limited to the following: 1. Cutler_Federal, Inc., Eaton Park, FL (800-882-4883). SHEET No, REV. Na.: Q 2, Midland Metalcraft Corp., Joliet, IL 3. Wilkinson Chutes, Inc., Stow, OH SP -8 8