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HomeMy WebLinkAbout210 S Park Ave 00-2677 Fire inspectionCITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 (407) 302-1022 (407) 330-5677 FAX Plans Review Sheet Date: 6/l/00 Business Address: 210 S. Park Ave. Suite 101 Occ. Ch. 26 Business Name: Ph. Contractor: J. D. McGraw Ph. 407-339-2903 Reviewed [ X J Reviewed with comment [ J Rejected [ J Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: 1.1 Application — Interior buildout to new 2 story office building 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Business 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — N /A 2.10 Marking of Means of Egress — O.K. 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm and Communications Systems — N /A to buildout 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code — Chapter 9 Fire Sprinklers: N / A Monitoring: N / A Other: NFPA 1 3-5.1 Fire Lanes — N / A 3-6.1 Key Box — N / A to buildout 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify � �{,T sljs!�`ilYtq}tiWf,i Tlj� �t'h�lfi'X�C'n,{riF{<{!'Qf�'Yji�'C��;f;4IMn �??!°FfS�FY 'tM"'• °��i'1'ii?�'�j�Pr �Tt� . �:��F�'i.'le7 ;.1� r.1�j l7 iri t ic.r. r,, d,, 4 a*• .t :., !�► PV ri•.1ikY 1 4`�i�'+`N �;Y 6.T!t'rxff�'c ,�}�!YY.YX•�>rMr:r 4�, ... i h r ��;; a ',. ,.. ,.. Y ., 41'-0"r t.,:, ?M+, I r , ,. f NOTE, N . y BLOCK LAYERS ARE TO HUT/COLD VERIFY w/ CONTRACTOR true OUT OF EXACT DIMENSIONS l D JT I. OF ALL WINDOW 6c ._ F DOOR OPENINGS ALL FIRST FLR. DRS. VE HANDICAP ACCESS — &PROVED HANDLES. 26@-2" 100 OR Ln N :r (J) r i N rj G i I it r PI P-qT Pi n n r?:T 10 ,) F GENERAL NOTES 1. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL REQUIREMENTS. 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID. 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, INSPECTIONS, TESTS, ETC. THAT MAY BE REQUIRED FOR THIS WORK. (NEGOTIABLE) 4, MATERIAL INDICATED BUT NOT SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND. 5. ALL FINISHES SHALL REMAIN AS IS EXCEPT WHERE NOTED ON PLANS. 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 7. WHERE REQUIRED BY CODE NON—COMBUSTIBLE MATERIALS SHALL BE USED IN LIEU OF MATERIALS INDICATED ON DRAWINGS, 8, ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD WITH EXISTING CONDITIONS. 9, REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR ALTERATION TO MATCH EXISTING ADJACENT AREAS. 10. ALL EXISTING FINISHES: I.E. FLOOR TILE, BASES, WAINSCOTS, WALL COVERINGS, CEILING TILE, ETC. TO REMAIN UNLESS OTHERWISE NOTED. 11. PATCH AND REPAIR ALL WALLS PRIOR TO PAINTING. 12. NEW DOORS SHALL BE 3'-0" x 6'-8" UNLESS NOTED OTHERWISE AND SHALL BE SOLID CORE & STAINED. A 81'-8' NEW PROPOSED FLOOR PLAN - FIRST FLOOR_ LOCKING OF MAIN EXIT DOOR, THERE SHALL BE A READILY VISIBLE DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING 'THIS EXIT TO REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED THE SIGN SHALL BE IN LETTERS NO LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND, ALL DOORS TO BE LIGHT BIRCH STAINED AND S❑LID CORE, 1 LO I co A 1 N \ Ln In oll I ❑FFICE-1 1191 OFFICE-2 1127 OFFICE-3 1191 ❑FFICE-4 1127 LOBBY 1st FLR. 704 LOBBY 2nd FLR, 621 TOTAL A/C, 5961 1. ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY. 2, INTERIOR METAL STUDS SHALL BE 2'x4' UNLESS OTHERWISE NOTED, 3, PROVIDE BLOCKING IN WALL FOR WALL MOUNTED EQUIPMENT. SUCH AS WALL CABINETS, LAVATORY, SINKS, MIRRORS, ETC. 4, CASEWORK SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION, 5, WALL MOUNTED SINKS AND LAVATORIES SHALL BE MOUNTED SO THAT THERE WILL BE 4' MIN, CLEAR- ANCE BETWEEN WALL AND SIDES OF SINK. 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SHEATHING OVER PREFAB WD. TRUSSES \ (NAIL 8d, 4 EDGE, 12 FIELD, O.C.) PRE-ENGINEERED ROOF HURRICANE CLIP - TRUSSES 0 24' O.C. SIMPSON HETA12, NAIL 6-10dx. 1 1/2 TO RAFTER AND TOP PLATE. R-19 FIBERGLASS INSUL ALUM. GUTTER TWO LAYERS OF 1/2" T PE X GYPSUM lei WALLBOARD OR VENEER BASE APPLIED IL PERPENDICULAR TO TRU' SES. BASE 8' CONC. 'U' BLK. FILLED LAYER END JOINTS STAG ERED 24" AND W/ CONC. & 1 #5 REB. CONT. ALL FACE LAYER JOINTS OFFSET 24" FROM GRADE 40-25" LAP SPICE THE JOINTS OF THE BASE LAYER. BASE LAYER ATTACHED TO BO TOM CHORD WITH -P.T. 1'x6' TO EXTEND 1 1/4' TYPE S ORYWAL SCREWS 24" O.C. 18' PAST EA. JAMB FACE LAYER ATTACHED ti / 1 7/8" TYPE S PRECAST CONC. LINTEL DRYWALL SCREWS 12" (.C. IN ADDITION, 1 1/2" W/ 1#5 REBARS TYPE G DRYWALL SCRE SPACED 12" O.C. ARE ALUMN. WINDOW -SEE FUR. PLAN PLACED 3" BACK FROM EACH SIDE OF FACE LAYER END JOINT. MARBLE STOOL PRECAST CONC. SILL 1 1/2" DRYWALL (NAIL w/ 5d COOLER, T O.C.) ON P.T. 1'x2" FURRING STRIPS • (I 3/4" T. & G. PLYWD. GLUED 16' O.C. W/ R-4.2 I i • AND SCREWED OVER 16' DEEP REFLECTIVE INSULATION M'.' EXTERIOR FINISH -SEE ELEV. WEB -JOIST 0 24' O.C., TYP. II (ENG. TO VERIFY SIZE) AI .a . TYP. 8'x8'x 16' CMU BLOCK 3/4' PLYWD. GLUED AND III W/ CONCRETE PLASTER OR SCREWED OVER DOEL WEB -JOIST 0 16 6 O.C. E TYP, ' II ( BOC O.C. / 10 5SID.WHOOK, TYP. (ENG. TO VERIFY JOIST DEPTH) III 'd III ' 2"xl2" P.T. LEDGER BOARD BOLTED TO CMU W/ ((2)1/2' LAGG BOLTS SOUND IN E S 1 0 24' O.C., ENG. TO VERIFY M : a JOIST SIZE) ATTACH JOIST W/ SIMPSON HU218TF, NAIL 18-16d TO LEDGER & 8-10Dx1 1/2 TO JOIST. 1 (2) 8 CONC. "U BLK. FILLED '�-E E 1•. W/ CONC. & 1 #5 REB. CONT., P, T F�. W/ 25" LAP SPICE. LA R �1 AC�eE AN , ' ALL_. Ff �aITS,:,OF T ki III C)F, . AAJE,. ' Yw SBA 0 E HAG 10 t OTTQ CORD{ IT .4 .4 `5 Dot �L .x W 4 j'AC (AYE? a>HD P.T. 1'x6" TO EXTEND 18' PAST EA. JAMB TYP RAWL ;a CREWSL PRECAST CONC. LI.:::�z NTPAQ ALUMN. WINDOW -SEE FLR. PLAN. W/ 1#5 RBARS .a MARBLE STOOL PRECAST CONC. SILL 0 NOTES: 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER ROOF EDGE MANUFACTURER. - 2. HEADER STUD REQUIREMENT. 7 4' 2 HEADER STUDS EACH SIDE 1 '-6" TO 6'-0" ,� PRE-ENGINEERED WOOD " 3 HEADER STUDS EACH SIDE 6 0 TO 12 U TRUSSES @ 24' O.C. 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" 3. BEARING WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 10d NAILS ® 12" 0/C RIDGE (EDGE) USE 1Od NAILS 0 6" 0/C 2. GYPSUM: (FIELD) USE 5d NAILS ® 10" 0/C 0 (EDGE) USE 5d NAILS ® 7" O/C \ TWO LAYERS OF 1/2" TYPE X GYPSUM 4. RODE NAIL PATTERN: v WALLBOARD OR VENEER BASE APPLIED C� PERPENDICULAR TO TRUSSES. BASE (DZONE 1 - USE 8d COMMON NAILS ® 12 0/C ® I © LAYER END JOINTS STAGGERED 24" AND ZONE 2 - USED 8d COMMON NAILS ® 6" 0 C P o 4' ALL FACE LAYER JOINTS OFFSET 24" FROM ( ZONE 3 - USE 8d COMMON NAILS ® 4" 0%C - THE JOINTS OF THE BASE LAYER. BASE LAYER ATTACHED TO BOTTOM CHORD WITH 5. 5/8" GYPSUM CEILING: USE 5d NAILS ® 7" 0/C Q Z 0 1 1/4".TYPE S DRYWALL SCREWS 24" O.C. FACE LAYER ATTACHED W/ 1 7/8" TYPE S DRYWALL SCREWS 12" O.C. IN ADDITION, 1 1/2" ' 5 TYPE G DRYWALL SCREWS SPACED 12" O.C. ARE PLACED 3" BACK FROM EACH SIDE OF FACE LAYER END JOINT. BLOCKING REQUIRED: PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, SPACED 4 FEET ON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS. NO OTHER BLOCKING IS REQUIRED. FASTENING: FASTEN FLOOR SHEATHING PANELS TO FRAMING AND BLOCKING WITH 10d COMMON OR 10d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1. 6 INCHES ON CENTER AT ALL PANEL -EDGE FRAMING. 2. 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING. FLOOR TRUSS CO. TO PR❑VIDE (SHOWN ® 24 0/C) PROPER CHASE ❑PENINGS FLOOR JOIST FOR DUCT WORK, TWO LAYERS OF 1/2" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PERPENDICULAR TO FLR. TRUSSES. BASE LAYER END JOINTS STAGGERED 24" AND ALL FACE LAYER JOINTS OFFSET 24" FROM THE JOINTS OF TFIE BASE LAYER. BASE LAYER ATTACHED TO BOTTOM CHORD WITH 1 1/4" TYPE S DRYWALL SCREWS 24" O.C. FACE LAYER ATTACHED W/ 1 7/8" TYPE S DRYWALL SCREWS 12" O.C. IN ADDITION, 1 1/2" TYPE G DRYWALL SCREWS SPACED 12" O.C. ARE LBLOCKING ® 48" 0/C MAX. IN PLACED 3" BACK FROM EACH SIDE OF FACE FIRST TWO FRAMING 2" X 4" BLOCKING LAYER END Jolrlr. AT EACH END. FULL DEPTH OF JOIST FLOOR BRACING AT END WALLS BLOCK 8" CONC. BLOCK 2 5 BARS ABOVE w..A . PENETRATING PIPE CONC. FOOTING .:. . M ••' 00 I�2" LL DRWAON PT 11'' PENETRATING PIPE Lx2 ,FUR NCI IRS in :. �, 6 , ®QC .�f,R� ; II �aasxa=! O . EXTERIOR FINISH -SEE ELEV. PENETRATING PIPE 'II SECTION COMMON WALL_ ON CHAIRS #5BARS ABOVE \ �It •; � TYP. 82x8'x16' CMU BLOCK &BELOW PENETRATING PENETRATING PIPE I l W/ CONCRETE PLASTER OR 1/2 PIPE 3000 PSI 4 CONC. SLAB :, " w/ REINF. 6x6 # 10/10 II STRUCK BLK. & 1J5 DOWEL 8 -0 O.C. W/ 10 STD. HOOK, TYP. W.W.M. OR FIBER MESH •II ' :��•.:� FTO. DETAIL OF PENETRATION PIPE T j •T� ' '11w.' GRADE )K1K DESIGN CRITERIA TAKEN FROML IIIF VAPOR BARRIERJA Jill A- J GA-600-94 FIRE RESISTANCE ::WPC 8% 8"x 16' CONC. BLK. w/I # 5 DESIGN MANUAL, VERT. ROD & CONC. FILLED a CELL 0 cFT%w/ 2CONc.w1 HOUR WALLS, COMP. FILL 11 . �3)j5 RODS CONTINUOUS GA FILE NO, WP 1200 z5LAP SPLICE) FIRE TESTI FMWP-45, 6-19-68 �i•:a: OSUT-1770, 8-61 • ! dil �_,�' •'.. ULC79T484, 79T500, 751T497, 8-12-81 3' ULC DESIGN W415 CONSTRUCTION NOTES FOUNDATIONS: 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF MIN. 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING THE SIZE AND TYPE RECOMMENDED B'r THE THE MANUF. FOR EACH GENERAL: PRESSURE OF 2000 PSI USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE 20" 1. LIVE LOAD -ROOF 20 PSF Z. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED. AND 1 HOUR 1�t FLR, CEILING SYSTEM 2. WIND SPEED - 100 MPH UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE & 2nd FLR, CEILING SYSTEM, 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD. NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR BUILDING CODE & LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM 6f'1V`_ffAN ry��atyGA• FILE - NO, FC 5512 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORTof I/2" DIAMETER (ASTM A-307) =TYP� `WALL° -°SEGT.'`&'`'FTG•-Q g� I FIRE TESTI FM FC214 - 1 HOUR, 7-6-'78 PERMITTED. 4. STEPS IN 'NALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN A-' 5 PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ VERTICAL TO (2) TWO HORIZONTAL OR IF NOT SHOWN, FRAMI WITH THE RECOMMENDATIONS OF THE 6 STEEL PIPE OF LARGER DIAMETER. 5 CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF ASSOCIATION. DO NOT SPLICE STRUGTIIRAL MEMBERS BETWEEN SUPPORTS. A DAMAGE TO THE STRUCTURE 8 ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED WOOD CONCRETE: NAILING SCHEDULE FROM THE STANDARD BUILDING CODE• LATEST EDITION. SAFE LOAD TABLE FOR CAST-CRETE 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL 2. MIS DESIGN CRITERIA: BOTTOM PLATE ALL CONC. TYPE I PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE CONC. UNTEL HIGH - STRENGTH PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION BLOCK FILLED „ „ COMPRESSIVE STRENGTH D 0 DAYS SHALL BE 2500 PSI FOR OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION W/ 1 #5 BARS 1 /%5 VERT. REINF. THIS LETTER IS TO APPROVE THE USE OF THE FOLLOWING GUN NAILS PRECAST AND PRE STRESSED U LINTELS SLABS AND FOOTINGS AND RATIO PSI ELSEWHERE (U.O.N.) 2 THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS AS EQUIVALENT TO COMMON WIRE NAILS AS FOLLOWS: DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ASPHALT SHINGLE ROOF (1)5/8' TYPE 'X" GYPSUM BOARD EACH SIDE. 2'x4' METAL FRAMING @ 16' O.C. C❑NTINUOS SOUND INSULATI❑N BETWEE COMMON WALLS & FL ❑R. Sz FINISH CEILING (1)5/8' TYPE 'X' GYPSUMBOARD EACH SIDE. 2'x4' METAL FRAMING @ 16' O.C. CONTINUOS SOUND INSULATI❑N BETWEE COMMON WALLS & FL ❑R. <3 1/2' FIBER BATT) 2500 PSI 4' CONC. SLAB w/ REINF. 6x6 If 10/ 10 W.W.M. OR FIBER MESH ° PRECAST CONC. C.M.U. LINTEL CONC. SPECIFIED SPACING ITW PASLODE PULL THRU SPACING FILLED W/ 1 #5 BAR COMMON 'HIRE NAIL EDGE FIELD CATALOG I EDGE FIELD 0 8d 6' 12' 097387, 097394, 097397 5" 10" 4' 12' 3.5" 10' UP TO 16' HEADER (NONBEARING) P.T. END STUD 3' 12" 2.5" 10" USE 1 J5, IN HEADER 15' AND GREATER USE 2 #5'S IN HEADER 1 2" ANCHOR BOLT 48" O/C (VERT.) 8d 6' 12' 401838 5' 10.5' OR RED HEADS OR � ¢• 12" 3.5" 10.50 HEADER DETAIL HILM KWIC BOLTS. 3' 12' 2.5" 10.5' NAIL GUN SCHEDULE FRAME TO BLOCK CONNECTION r LENGTH - SAFE LOAD - LBS. PER LINEAL FOOT UNFILLED FILLED 4'-0" 48" PRECAST 1,675 LBS. 6,408 LBS. 4'-6- (54 PRECAST 1,860 LBS. 4,815 LBS. 5'-10" 70" PRECAST 1,575 LBS. 3,744 LBS. 7 -S 90 PRECAST 1,550 LBS. 2,887 LBS. 9'-4 112" PRECAST 1,025 LBS. 1,747 LBS. 10'-6" 126" PRECAST 922 LBS. 1,333 LBS. 11 '-4" 136" PRECAST 800 LBS. 1,483 LBS. 12'-0" 144" PRECAST 750 LBS: 1,304 LBS. 14 -0 168 PRECAST 585 LBS. 909 LBS. 17'-4" 208" PRE STRESSED 387 LBS. 911 LBS. 19'-4" 232") PRE STRESSED 289 LBS. 823 LBS. SPECIFIED COMPRESSIVE STRENGTH (P5i) 2500 3000 ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES NON -AIR ENTRAINED CONC. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL AIR ENTRAINED CONC, 0.54 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS OTHER = 3" MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF WATER -PORTABLE TRUSSES ARE BRACED DURING UPLIFT CONDITIONS CHLORIDE -NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES. (OR EQUIVALENT) REQUIREMENTS OF ASTM C 33 SOUTHERN PINE SURFACES DRY USED @ 19% MAX. M.C. GRADE NO. 2 w W N u w W z � G a a .NaQ za zawu�ua Z a 2 WC a �J3WR'wQ>�%7 fa zn.wz z 0 W K~ W a Z J Nata> Naa �,i4ziown0zw4) F �L N0VI O a J J Z W ti F-.JJLJ �'S zfw`cafzi- >.-+ZWNNqt�Z q �iv~nya30 r f�zt..Lf a w fNWw"� nJ ' r <z, z>JGW p W LA �, v zozF n�a �� ZtJs j 0zt`..a U O QLJ� LQWI Z OH ao� �j '� • '-• t7 WON z Z moo •z>-�QW O v o Ly W ') - �n.�n 3F Z �J W Ww '1wW(K WNzx V i'v)w Quo zLyL' i�a z 'N NC3 gal--,..-, r WV) W Cy17 gIYZ ❑r17 Lj Jfa z G,4uZiL z Mtn �,ya aw.-.> rp �N DLO g= f-. n>-J�Z 0 UZW ?Wq� 5, wwQS�O z t- �zA �''oz '�" �E uC, �"az ❑z�- <L to Z U N 3 N `L h � S V W � W V1 C3 vi O w Ix ca Lt1 vi � o Z a W a W O wr Z Vj f =.J z�aZ J �'UtnWZOf/i W'1z J Z W L Q" W � L Q LJ C" = w LJ Wz� ``_ CC WNpW�- V; aa� wzzo > c�� zsoa�w w 0 U cn r__00 c0 m � I I �►�,, N co OO 00 cr) CS Lij W �r- C C`'M Lli r- CC L - Q a" o ZO It z N V) DRAVN SJG mTr- 8-1-98 SCALE NOTED SFEET A-6 of 16 15'15' MCI - 1 1.0 TRACK -ATTACH WITF ANCHORS 2'-0' O.C. 1 LAYERS 5/8' <TYP FIRE -SHIELD• GYPSUM WALLBOARD. TRACK -ATTACH WITF ANCHORS 2'-0' O.C. EXTERI❑R WALL ROOF DECK OR -L❑❑R ASSEMBLY 1 LAYERS 5/8' (TYPE X) FIRE -SHIELD GYPSUM WALLBOARD. x4' METAL STUDS 16' ❑.C., 20 GAUGE, FIN. FLR. MIRR❑R WALL 18' 3 ' 17' • %D X Q Q ♦ CuC Z ♦ (xi n N No \1 HANDICAP BATHRM, DETAILS 1/2'=1'-0' w)KDESIGN, QR. ITERIA TAKEN ERGM, GA-600-94 FIRE RESISTANCE DESIGN MANUAL, 1 HOUR WALLSs GA FILE NO, WP 1200 FIRE TESTS FMWP-45, 6-19-68 OSUT-1770, 8-61 ULC79T484, 79T500, 79T497, 8-12-81 ULC DESIGN W415 DEMISING WALL SECTI❑N BETWEEN TENANT SPACE INTERI❑R WALL TO BE DRYWALL OVER 1"x2" PIT, FURRING STRIPS AND R-412 REFLIECTIVE INSULATI❑NI TYP, C❑NCI ' BLKI WALL 1'=1'-04 0. DRYWALL OVER 1"x2" PIT. FURRING STRIPS TRACK -ATTACH WITF ANCH❑RS 2'-0' O.C. 1/2' DRYWALL TRACK -ATTACH WITF ANCHORS 2'-0' O.C. INSULATE DRAIN & HOT SUPPLY PIPE AT HANDICAP DECK OR R ASSEMBLY 1/2' DRYWALL. x4' METAL STUDS 16' OR 24' ❑.C., I GAUGE FIN. FLR, N!T I5 , tj P A R.T I.T r LL"S E-GTI ❑ N C❑NCI BLKI WALL 1'=1'-0' DRYWALL OVER 1"x2" P,T, FURRING STRIPS )K)*DESIGN CRITERIA TAKEN FROM, .UNDERWRITERS LABORATORIES INC, DESIGN MANUAL - VOL, 1A DESIGN NO. U906 2 HR, BEARING AND NONBEARING CONCRETE BLOCK WALL CLASSIFICATION D-2 ANCHOR CONC, PRODUCTS, INC, EMPIRE MATERIALS CO, FLORIDA ROCK INDUSTRIES, INC, ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING z z � z a Z z z Z V a .� �' I d I 0 = v Z w ao 0 w Q w I p I v�i w w N � ww z W Q i O J W 0 z w Q a (n W > 5 U w COJ � w (D > m � z w wri U a v m m z to o D (n w o: _ v o 0 w to z d U>> �,�I51 F �t U� is 0 to m 3 N 73 p_ �S in 1 2 31415 6171 1 2 3 4 1 21 3 4 51 61 1 1 1 1 2 31 4 ROOM WALLS CEILING REMARKS NO. NAME FLOOR BASE NORTH EAST SOUTH WEST FINISH HGT. 100 LOBBY 6 2 1 1 1 1 1 8'-O" 101 BATHRM. 6 2 4,1 4,1 4,1 4,1 1 8'-0" 102 BATHRM. 6 2 4,1 4,1 4,1 4,1 1 8'-0" 103 UTILITY RM. 5 2 4,1 4,1 1 4,1 4,1 1 8'-0" 104 OFFICE 2 1 1 1 1 1 2 8'-O" 105 OFFICE 2 1 1 1 1 1 2 8'-0" 106 OFFICE RETAIL 2 1 1 1 1 1 2 8'-0" 107 LOBBY 6 2 1,6 1.6 1.6 1.6 1 12'-3" 108 BATHRM. 6 2 4,1 4,1 4,1 4,1 1 12'-3" 109 BATHRM. 6 2 4,1 4,1 4,1 4,1 1 12'-3" 110 UTILITY RM. 5 2 4,1 4,1 4,1 4,1 1 12'-3" 111 OFFICE 2 1 1 1 1 1 2 7'-8" 112 OFFICE 2 1 1 1 1 1 2 8'-5" 113 OFFICE 2 1 1 1 1 1 2 11'-6' 114 115 ¢I I EXISTING 8'x16' C❑NC, TIE BEAM • • (2)4'x4'x3/8' ANGLE IR❑N EACH SIDE W/ 3)1/4'x4' CONC. TOGGLES e i MIN. 4' BEARD 1 2'-0' ❑.C. W/ 3'-2' i I ❑PENING. I I TYP. 4'x8'x16' MU i I oI °D ao ` ' I WALL OPENING FOR NEW WIND. i i i I I I I I I I I C❑NC. FILLED CELLS ELEVATI❑N DETAIL OF WALL OPENING IN EXISTING CMU WALL 0 0 I n N O o 7 1� Z-co Q' N h W W H Iti m ,L. ; J ,, W L.. Z w cif �z )Na- _oa E N U � zz� <1 �0 3 Li Q W > o 3 awZ n•O�~lQQi,,'Qoz Z (WJVL1--a 0'-z>a z OWQ WQ, Z J V NpI_7> Na4. w W a W Z ~Q.L.. �Oovwi ~vipaJ"Jz172 161Q >� Zp11 N�, wwav�iN, (r-"T z r`LQz)Lj M Q p w �w wWw LJ WviZp�L vi 2 �= wW oz�a 9:)0 =Q�w3z 4ov, 04 FQL'i 6 uwo wQ:WFOp u, �a 4qa zzo QWW �W OR�NCa O... L�F.a N nQ�: Z Z' w El 6 T -. H ;-.d a I/1 w o w V 0 z LD Ca G'�z gzwzr fa�z w a w Lo Sp~wZ-ja z WQ' ~Q'~W-'aS�' W F J tea- owNz�G W' Z g z p z v, f a V1 Z N 2,~j,n Jw W�pvl R'p V) O'Q'Qaw zl-A ✓.F oZ a=aW O<'tvl �z _Z> oR o wop V,WZpw J Z L q V W a Q W Q W Y V) 2W WLj Q w, Z a_ > v;Lo)M-2�5'ox_L� wLoa,W,U"wQO, ;d aQ.~..--Z- ce Cn I\ 00 CO Cn � I I N cD � n � U I I 00 q W co') 4 V) �LL_ o_ o O o< N V) .�...,rDRAVpl... SJG DATE 8-1-98 SCALE NOTED SFEET A-8 of I SANFORD Bqj�pirjq THESE PLANS ARE REVIEWED �,P_jb l f_)ITiQNALLY A Pi�,Rmrr i�?sutD ACCEPTED FOR PERMIT fz;PAUL ITH E3E CONSTRL:E:..) To BE A Ll(*;�_NMO*TF1O POe-L,5,,) �V THE INORK ANb NUT AS wu'rHORITY TO vi(,-)L.A,rF-. CANCEL, ALTER (:)p S-el ASIDE ANY ')v THE R P 0 V,SIONS OF 'rr.',CHN1U,L (:;0D5F1, NOj SHALL . r'p 't - Vr 11, TiiE DUILDING ISSUANCE OF H.-"�P';V'11 DEPT FROM THEW.JNFTC_' r<C(juiRJNG A CORREf-,- TION OF ERROW._, Cl'V -,,HE c;c)NsTRUCTION OR OTHER VIOLATIONS OF THE CODES. City Of Sanford Model Codes ii, ' Standard Building Code 1997 ed. Standard Plumbjrg Code 1997 ed. Standard Mechanical (;Ode 1997 ed. S National Elocteical Code 10,96 ed. 800 City Code AMENOMENTS rL. AcC818slbillty Cociss 1997 t'L Energy Code 1997 MUST MEET FLORIDA i ACCESSIBILITY CO ES MUST MEET FLORIDA ENERGY CODES A'V P J, ryI"y OF ��';M'Vollfl) 0TT B000011 48 FINAL INSPECTI i0' l PERNOT Aft. 77