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HomeMy WebLinkAbout2411 Laurel Ave + (a) + rev (2)Si i i { CITY OF SANFORD 21 BUILDING & FIRE PREVENTION f PERMIT APPLICATION Application No: 10 l --I `4$ pl)�F 0 M tinted Construction Value: $ 3 0 90, 00 )n Job Address: l �% 1 Gi Ll re % A VC �G 11 CQ bl-D Historic District: Yes ❑ NOX Parcel ID: 3 -3 0 - 3 - _ / O 0 Zoning: t+ , rc (o'C e. t� V A C , Description of Work: I v Plan Review Contact Person: ro 1) _ a 0Mn J i Title: h rc Li 4 e Phone• q 4-7 o Fax: Y o? 7 `7 v E-mail: b n Y\ V Sd i (�a c1C i C C, �wr;.e —� e•,\ v\C Y\ Cya�� 3z?!t-o (p PropZsrtjl Owner n ormation Name k � imV a L) � � �:� Phone: � 0) Street: ','� Tv\ (e-- m Resident of property?: ;j c.S City, State Zip: )_( � �t 3 �-2 q( 1 Contractor Information `Name C)w h e Y/% r A i i a1 e r Street• City, State Zip: Phone: Fax: State License No.: ArchitecUEngineer Information Name s r 1g -an <� nT c Phone: d 7 7 -7 00(3 X 2 Street: i - 5 Sw-k)o.I PcJ Fax: ' d7 ^] W�(' `7 �)_ 0c) City, St, Zip:1atJr C�a �- E-mail: & n cj i & C._ AQ I C r Bonding Company: N !Pt Mortgage Lender: AL A Address: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: 167 4( e,ti sl i �,foustruction Type: No. of Stories: No. of Dwelling Units: „ __ Flood Zone: Electrical Plumbing New Service — No. of AMPSNew Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: PARCEL ID 36- Iq-30-53q-0000-1010 DESIGNED IN A CCORDANCE/COMPLIANCE WI TH.- FLORIDA BUILDING CODE, 2007 EDITION, WITH 200q SUPPLEMENTS FLORIDA BUILDING CODE, PLUMBING, 2007 EDITION W/ 200q REVISIONS PLORIDA BUILDING CODE, MECHANICAL, 2007 EDITIONW/ 200q REVISIONS NATIONAL ELECTRICAL CODE, 2008 EDITION. FLORIDA FIRE PREVENTION CODE, 2007 EDITION (LIFE SAFETY CODE, 2006 EDITION) mm A RESIDENTIAL INTERIOR ALTERATION FOR: Dennan 'o Residence TITLE /VICINITY DEMOLITION, FLOOR AND FRAMING PLAN ELEVATIONS AND SECTIONS FRAMING NOTES AND DETAILS MECHANICAL PLUMBING- RISER SANFORD BUILDING DEPT TMME PLANS ARE NALLy ACIJ� nM FOR PERMIT. .. A PERMIT ISSUED EWED AND SF ALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET A --ADE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCIE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON TF:E PLANS, CONSTRUCTION OR OTHER VICLATI^f,;S OF THE CODES. HERMIT #---"� INDEX T1 Al A2 A3 f=l M1 CNi �I-I R > 0 ell Q lu VJ Q U 1U i41 2 € 3, (� 0 o, LL Q LL O � � N Q � � 0I 3 Q mm A RESIDENTIAL INTERIOR ALTERATION FOR: Dennan 'o Residence TITLE /VICINITY DEMOLITION, FLOOR AND FRAMING PLAN ELEVATIONS AND SECTIONS FRAMING NOTES AND DETAILS MECHANICAL PLUMBING- RISER SANFORD BUILDING DEPT TMME PLANS ARE NALLy ACIJ� nM FOR PERMIT. .. A PERMIT ISSUED EWED AND SF ALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET A --ADE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCIE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON TF:E PLANS, CONSTRUCTION OR OTHER VICLATI^f,;S OF THE CODES. HERMIT #---"� INDEX T1 Al A2 A3 f=l M1 CNi �I-I �-14�I 0 Q lu VJ Q U 1U i41 2 4 W V U (� 0 o, LL Q LL O � � N Q � � 0I J W � = a Q Flown Tt REVISIONS 0 NO. DESCRIPTION DATE 1. 2. 3. 4. 5. 6. 7. 8. q. DATE 5-12-10 SCALE AS SHOWN DRAWN BY 555 PROJECT NO. 100512 SHEET TITLE DEMO/ FLOOR SHEET T I i OF (o 0 z7 M v —0° 24'-0" (2) MTSM20 MiSM20 r EA END �@ EA END7\ _ 24"-0" REPLACE EXISTING FRONT STRUCTURE AS NEEDED — EXISTING ROOF REPAIR AS NEEDED Lu O 0 z FRAM ING FIELD EIXSTING VERIFY ROOF PITCH (NEW TO MATCH) F -I --T-77 � o LI_ _1_ J 5"—q" 3'-0" 0 0 LAN 1/4" — I"-0" 01 ELECTRICAL LEGEND VERIFY ALL LOADS & FIXTURES W / OWNER DISCONNECT (VERIFY LOAD W/ PLAN AND/OR EQUIP SPECS) SINGLE POLE SWITCH SPECIAL RECEPTACLE LIGHT AND EXHAUST FAN COMBO 4 - MOUNTED ® 16" AFF UNLESS NOTED OTHERWISE 11-101 --1 7 --1 DUPLEX RECEPTACLE W/ GFI VANITY LIGHT 777 M �77_1 (ALL EXTERIOR GFI TO BE 16" AFF UNO, AND HAVE WEATHERPROOP CAP) (LENGTH VARIES, SEE FLOOR PLAN) V SMOKE DETECTOR N o � � (ALL INTERIOR GFI TO BE MOUNTED ® 44" AFF UNLESS NOTED OTHERWISE) w q (DIRECT WIRE) DUPLEX RECEPTACLE CO2 DETECTOR O (MOUNTED ® 16" AFF UNLESS NOTED OTHERWISE) < DUPLEX RECEPTACLE 'Or= LIGHT FIXTURE MOUNTED ® 44" AFF REVISIONS NO. DESCRIPTION SUPPLY REGISTER ® EXISTING E NEW ELEC. PANEL (42 BREAKER, I50A, 3P, 120/24OV) EXISTING RELOCATED R DEMO PLAN 4X4 PT SYP WOOD POST W/ BRICK EXTERIOR ALIGN COLUMN W/ EXIST WINDOW MULLION FIELD VERIFY PRIOR TO TRUSS FABRICATION 24"-0" 13"-4" + — +/ 10"-8" E II, +/- E v - MASTER 5EDROOM yb jr EXISTING CEILING EXISTING DINING EXISTING CEILING "e. x L EXISTING KITCH EXISTING CHUNG �S EXIST R/A —^' 1 .... 11 CH IF o� 1 11,12... Q-1) I I h" I I I I AhI I I I I 17c, ® %cv �o\i7 I owl 1_ICS 1. z = Y Lf) - Qz NE III III IIIIII III III III III %II =`FII III III oLU v= I N� v - I - cn cn3 LvU o 11 11 CN 11 11 1 1 11 +2068 LzII EXipSTIN 11 II LIVING ROOMIPK03o v I I I I IEXIST G C ILING 1 I �l�zll o I I 1 I 1 30680 STS IO CL I II o dI o z_ II 11 11 II 11 II BIFO b EXISTING CEILING I I I � ti � C1 I I I I I I I I 111 LVK/LVR I II A fii, II II II II 44 -II EXI�tING 206IIFIRE LACE) OW.. _ .....___ . = + I I 1:1,11 ;E f 1 11 I I {F J- I I J YJ i I IN EXISTING WINDOW I < I r r_ -)w T 61 - 1" +/— 'Oz FLOOR PLAN, w DESIGN REQUIREMENTS I. DESIGN LIVE LOADS(MINIMUM): A) FLOORS — 40 PSF E) ROOFS — 20 PSF D El" IOL I T I ON GENERAL NOTES I. PRIOR TO DISTURBANCE OF EXISTING PAINTED SURFACES, LEAD PAINT TESTING IS REQUIRED AS PER EPA IN CASE OF EVIDENCE OF LEAD CONTAMINATION ALL REPAIR AND MAITENANCE MUST BE CONTAINED AS PER EPA 740. RENOVATIONS TO BE PREFORMED BY CERTIFIED CONTRACTOR, IN ACCORDANCE WITH THE WORK PRACTICE STANDARDS OF Lead—Based Paint Renovations, Repair AND Pointinq Program PER EPA 740. 2. IN THE COMPANY OF THE ARCHITECT OR OWNER, VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF DEMOLITION REQUIRED AND MARK ALL ITEMS HAVING SALVAGE VALUE. ALL DEMOLITION WORK AND DISPOSAL TO BE DONE ACCORDING TO ALL LOCAL AND REGIONAL CODES. FOLLOWING IS DESCRIPTION OF DEMOLITION PLAN REFERENCE NOTES: (A) REMOVE EXISTING PLUMBING FIXTURES. (B) REMOVE EXISTING WALLS AS DEPICTED ON PLANS (C) REMOVE WALL AS DEPICTED ON PLANS ONLY TO THE THE ORIGINAL INTENDED OPENING. (D) REMOVE EXISTING FIXTURES (E) REMOVED AND DEMOLISH EXISTING MILLWORK, COUNTERS AND CABINETS AS SHOWN. (F) REMOVED AND DEMOLISH EXISTING AHU AND DUCT WORK IN ATTIC. 3. COMPLETELY REMOVE ITEMS TO BE DEMOLISHED LEAVING SURFACE CLEAN, SOLID, AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. SALVAGE ITEMS TO BE CAREFULLY REMOVED AND STORED AS ARRANGED WITH OWNER. DEMOLISHED MATERIAL NOT MARKED FOR SALVAGE SHALL BE CONSIDERED TO BE PROPERTY OF THE CONTRACTOR ONLY AFTER VERIFICATION WITH PROPERTY OWNER AND THEN SHALL BE COMPLETELY REMOVED FROM THE JOB SITE. 4. USE MEANS NECESSARY TO PREVENT DUST OR WATER SEEPAGE FROM BECOMING A NUISANCE TO THE PUBLIC, NEIGHBORS, AND TO THE WORK BEING PERFORMED ON OR NEAR THE SITE. ALL REQUIRED EXITS SHALL BE MAINTAINED CLEAR OF DEMOLITION MATERIALS AT ALL TIMES. 5. IN THE EVENT OF DEMOLITION OF ITEMS NOT SCHEDULED TO BE REMOVED, PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. 6. THE STRUCTURAL INTEGRITY AND WEATHER TIGHTNESS OF THE BUILDING SHALL BE MAINTAINED AT ALL TIMES. MAINTAIN INTEGRITY OF ANY EXISTING FIRE SEPARATIONS OR PROTECTION SYSTEMS. ANY QUESTIONS RELATING TO STRUCTURAL INTEGRITY SHALL BE DIRECTED TO THE ARCHITECT AND HIS STRUCTURAL ENGINEER CONSULTANT/S. 7. PATCH EXISTING SURFACES WITH SUITABLE MATERIALS WHERE NECESSARY TO MATCH EXISTING IN FINISH AND TEXTURE. 8. PROVIDE PROTECTION FOR REMAINING FINISHES, GLAZING, AND OTHER ITEMS FROM DAMAGE DUE TO NEW CONSTRUCTION WORK. I_ ;1 I N C�l Ull:. ^i IT u1NEW ELECTRICAL PANEL LOCATION .. DEMOLISH �X NEW FAN EXISTING BEDROOM EXISTING CEILING i RELOCATE EXIST FAN V EXISTING BEDROOM EXISTING CEILING 14"-8" NEW ELECTRICAL SERVICE LOCATION 150A., IP, 120/240V UNDERGROUND 7 X SANFORD BUILDING DEPT Y ED AND CGNDIT�BE -�yIEBE PLA 05 ARE REVI OCEED Wff" ACCEPTEDFORo RMI LICPEN5EIT CONSTRUED BS ANOT AS AUTHORITY TO vOOFLA E THE WORK R. OR SET ASIDE ANY SHALL. CANCEL. THE TECHNICAL GODTHE BUILDING+ "OVISIONSOF AE oERMIT PREVENT COptREC r, R OR A CTION 455UA�ROM THLREAF GONSTRU DON Or ERROtt i0 y1�1 ,PLANS. ?_ coUE� METER BASE #4 TO C.W.P. W/ 3-4/011[ 5/8" X 8" DRIVEN ROD 150 AMP. IPH, 3W MAIN BRKR PANEL 150 AMP. ]PH, 3W MLO PANEL -42 CKTS 2 1/2" RIPCIO RISER VATIC ELECTRIC RISER NTS WALL LEGEND NEW 2x4 SYP INTERIOR BEARING WALL (@ 24" O.C. SEE E/A2) EXISTING WALL TO REMAIN TO REMAIN EXISTING WINDOWS) TO REMAIN 77777-1777 L �-1_UI �I ISI r WI QI Q I LL o -1 Y-lil 1-617 -1- n, -�1 1-1 1-1 I I _1I I I (P�-1 .1 �-l�l-lol-IL-1 11-101 --1 7 --1 777 M �77_1 -177-1 Q w o � N o � � C� 1 w q O LL o Q� < REVISIONS NO. DESCRIPTION DATE I. 2. 3. 4. 5. 6. 7. 8. q. DATE 5-12-10 SCALE AS SHOWN DRAWN BY BBS PROJECT NO. 100512 SHEET TITLE DEMO/ FLOOR SHEET 41 F �O 2 or - c z G�/IQ TIw I/� nnnr_ SI PSON SIMPSON H2.5 EXISTING --- FIREPLACE FLUE EXISTING CHIMNEY CHIMNEY ICKET SECTION NEW FIBER GLASS COMPOSITION 12 SHINGLES ON NEW 30# FELT LAYER, ON NEW 5/8" CDX PLYWOOD DECKING, ON 6 MATCH NEW PRE—ENG'D, PRE—FAB') WOOD EXIST TRUSS @ 24" O.C. NEW CAI -V'). DRIP EDGE NEW 2"X6" STRUCTURE— SUB FACIA NEW CONTINUOUS — VENTED SOFFIT NEW 5/5" STUCCO— BRICK VENEER K`A C :MP'D GLASS ;T 2X4 WOOD BLOCKING :OCK FINISH SYP STUD 0/C )NT. TOP & ATE TILE TILE 'ARD & FLOOR FF TYf=. FRAMING 5HOWER WALL SECTION J NTS ki 8'-0" AFF NEW q"—R30 BATT INSULATION NEW 5/8" GYPSUM BOARD CEILING OH NEW Sinon CONNECTOR @ EA END OF EACH NEW TRUSS EXISTING CONT. TOP LINTEL NEW 1/2" GYPSUM FINISH WALL ON Ix2 PT FURRING STRIPS ON 24" OC W/ RIGID INSULATION IN BETWEEN NEW BASEBOARD & FINISH FLOOR 0'-0" FF B EXTERIOR WALL SECTION N,s NEW FIBER GLASS COMPOSITION SHINGLES ON NEW 30# FELT LAYER, ON NEW 5/8" COX PLYWOOD DECKING, ON NEW PRE—ENG'D, PRE—FAB'D WOOD TRUSS @ 24" O.C. GALV"D. DRIP EDGE '�... 2"X6" STRUCTURE SUB FACIA CONTINUOUS VENTED SOFFIT Simpson LGT2 W14 -16d SINKER TO TRUSS -- AND 16d -16d SINKER TO GIRDER (2) 2X 117/6" PARALAM Simpson CC44 POST CAP W (2) 5/8" BOLT TO POST AND (2) 5/8" BOLT TO BEAM 4X4 PT DENSE NO.2 SYP POST W/ 1/2" PLYWOOD 6"X6" DECORATIVE BOX TO MATCH FRONT Simpson EP644 PHDG SET WITH EPDXY W/ 3/4" ANCHOR BOLT AND 6-16d NAILS TO POST NEW 30"X30"X24"D FOOTER CRAoE „ ° p 6 MIL VAPOR BARRIER MI d- 2,500 PSI CONCRETE 3 #5 REBAR, EA. WAY TERMITE TREATED, • • 2000 PSF A COMPACTED BASE COLUMNSECTION NTS 15'-6" + — AFF G I 5 8" STUCCO OF OVER EXISTING WALL BRICK TO MATCH EXISTING 0'-011 + — AFF DECORATIVE GRAVITY VENT TO MATCH EXISTING ASPHALT SHINGLES �D TO MATCH EXISTING AST REVISED 5-17-10 EXISTING TRUSS 10'-0" FF OIL 5/8" GYPSUM BOARD CEILING DBL CONT 2X4 TOP PLATE 1/2" GYP BD FINISH 2X4 SYP WOOD STUDS @ 24" 0/C 2X4 FIRE BLOCKING @ MID SPAN /NHRTW1/2" ANCHOR @ 48" 0/C BASEBOARD & FINISH FLOOR CONCRETE SLAB (see Sheet S 1) i ISI r / 0'-0" FF OL x E INTERIOR WALL SECTION l NON BEAQINC TYP. NT5 EW ROOF VAT I ON. 1/4" = 1"-0" TO REMAIN T III (REPAIR AS NEEDED) REPLACE NON—STRUCTURAL WOOD BOX AROUND STEEL POLE/COLUMN AS NEEDED. 0"-10" NORTH EX157 EX15T WINDO INDO EXISTING FINISH TO REMAIN vATION 1/4" = 1"-0" NEW CRICKqT FRAMING REPLACE NON—STRUCTURAL WOOD BOX AROUND STEEL POLE/COLUMN AS NEEDED. � Dom• FORD eu ccND OW NS ARE Rip RtA S PRS6� •CHESE P POR PERM�TLlGENSE o Off► ' AGGETO LITHO pE AN OF THE PTE D TO BE A CONSNORK AND ; SET A� ES. NOR SNAU- iWE G GAC J1 VNA O E NE RMCT Fa1R ev uOR NG A$GOR ON O NSTRUGT DEPT ` sS TION " ,... ' 1 WE.5T ELEVATION 1/4" = 1"-0" C -4I �I-1 ju Flu7 I ol�� 117 —1017 1-14,161-17 17-1 1-1-1 M .7-17 —177--117-1 1 177 Q Lu N H Q z � u Lu ; a d V z Q� -� Q SCJvu �4 Q N a M REVISIONS No. DESCRIPTION DATE I. 2. 3. 4. 16. 5. 7. 8. q. DATE 5-12-10 SCALE AS SHOWN DRAWN BY RBS PROJECT NO. 100512 SHEET TITLE ELEVATIONS SHEET R RG SCHEMATIC TRUSS PROF 1 TRUSS TYPE "A" 5CHEMATIC TRUSS PROFILE TRUSS TYPE "B" SCHEMATIC: TRU55 PROFILE TRUSS TYPE "C" ?IFY FRAMING NOTES I. PROVIDE PRE-ENGINEERED, PRE -FABRICATED WOOD 3. PROVIDE PRE-ENGINEERED MICRO -LAMINATED BEAM ROOF TRUSSES @ 24" OC FOR THE MAIN ROOF, AS NAIL ABOVE DOOR OPENINGS, PATIO BEAMS OR ANY BEARING SHOWN. SHOP DRAWING SHALL BE SUBMITTED FOR NAILS OPENINGS WITH CLEAR SPAN EXCEEDING 8"-6" APPROVAL PRIOR TO FABRICATION. LINTEL W/- 1 #5 2. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 4. USE CONVENTIONAL 2"X4" FRAMING WHERE SHOWN 120 M.P.H. WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING 16d common AND FOR ALL OVERHANGS AT GABLE ENDS. CODE (160q) 2007 EDITION. 5. PROVIDE Iq/32", COX EXTERIOR SHEATHING FOR I. DESIGN LIVE LOADS(MINIMUM): 8d common ROOF DECKING, HAND FASTENED WITH SP, TWIST A) FLOORS - 40 PSP 16d common GROOVED NAILS @ 8" OC ON ALL EDGES AND 12" E) ROOFS - 20 PSF 16d common OC IN THE MIDDLE. WIND DESIGN LOAD INFORMATION- 6. PROVIDE 7/16" OSB EXTERIOR SHEATHING FOR (PER FBC CHAPTER 16 SECTION 160q) 8d common ALL EXTERIOR WALLS, POWER FASTENED WITH I. BASIC WIND SPEED = 120 MPH(3 SECOND GUST) IOd common 8P TWIST GROOVED NAILS @ 12" OC AN EDGES 2. WIND IMPORTANCE FACTOR = 1.00 (TABLE 1604.5) IOd common AND 16" OC IN THE MIDDLE. BUILDING CATEGORY = II (TABLE 1604.5) 7. PROVIDE A HURRICANE ANCHOR AND STRAP WRAP 3. WIND EXPOSURE(ALL SIDES) =B (SECTION 160cl.4) 16d common ON EACH END OF ALL TRUSSES AND RAFTERS, 4. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS 8d common FASTENED IN ACCORDANCE WITH MANUFACTURER SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING 8d common SPECS. FOR THE APPLICABLE IMPOSED UP LIFT LOAD. PRESSURES: - 3-16d or 4-I0d common FOR WALL LOCATIONS: -35 PSF, +26 PSF - 3-16d or 4-I0d common FOR ROOF LOCATIONS: -65 PSF, +II PSF 8d common 3 NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1"-6" TO 6"-0" 3 HEADER STUDS (EACH SIDE) 6"-0" TO 12"-0'' 4 HEADER STUDS (EACH SIDE) 12"-0" TO IS" -0" I 5 ROOF EDGE 4" i �-- 2 HEADER STUDS REQ. (1) FULL LENGTH STUD 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS © O 4" 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN: ® RIDGE OI I. PLYWOOD: (FIELD) USE 80 NAILS @ 12" O/C OR O.S.B. (EDGE) USE 80 NAILS @ 6" 0/C © O (zlK ® 4" 2. GYPSUM: (FIELD) USE 50 NAILS @ 10" 0/C (EDGE) USE 50 NAILS @ 7" 0/C ® © IDG 5. ROOF NAILING PATTERN: PLYWD OR OSB I ZONE I USE SD COMMON NAILS 5 2 ZONE 2 - USE SD COMMON NAILS @ 6" 0/C ZONE CHART 3 ZONE 3 - USE 80 COMMON NAILS @ 4" 0/C 6• 1/2" GYPSUM CEILING: USE 50 NAILS @ 7" 0/C 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .Oqq PNEUMATIC NAILS MAY BE USED IN LIEU OF 81) COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 02 SPF @ 24" O.C. UP TO 14"-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14 0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. q. NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. WOOD TRUSS 2X4 BLOCKING) @4"0/C 1/2" GYPSUM NAIL @ 7" 0/C - 5d COOLER NAILS OR GWB54 DBL LINTEL W/- 1 #5 EA. GABLE END TRUSS - NAY HAVE TO BE MODIFIED (SEE ELEV) 2 - 16d END NAILS - 16d @ 8" 0/C 2X8 TOP PLATE 0131- W/ (1) # 5 EA. BLW/(1)#5EA. ROOF SHEATHING GABLE END NAIL SPACING, SEE ZONE CHART 2X4 OUTLOOKER @ 12" 0/C (MAX 12" O.H.) W/ A34 @ 12" 0/C 2X4 WIND BRACE @ RIDGE & AT 8" 0/C TO 3RD TRUSS GABLE END TRUSS MAY HAVE TO BE MODIFIED (SEE ELEVATIONS) 5INP50N STRAP @ 46" 0/C (SEE TRUSS LAYOUT) 1/2" ANCHOR BOLT @ 48" 0/C PRE ENGINEERED TRUSS I/2" ANCHOR BOLT @ 46" 0/C ­, �_�i=0_9y'1 2X BLOCKING 5d COOLER NAILS \L- 2 - 16d @ EA. END OR GW654 @ 7" P/C DIRECT TRUSS TO 5LOCK WALL CONNECTION ENDWALL FOR GYPSUM CCEILING DIAPHRAGM NUIC: BLOCKING @ 48" 0/C FIRST 3 FRAMING SPACES, %" 0/C REMAINDER GYPSUM CEILING FASTENING SCHEDULE TABLE 2306.1 NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS CONNECTION FASTENER NUMBER OR SPACING Band Joist to sill or top plate, toe nail Sd 6 in. o.c. Joist to band Joist, face nail 16d common 3 Joist to sill or grder, toe nail 8d common 3 Bridqnq to Joist, toe nail each end 8d common 2 Ledqer strip 16d common 3 at each ,foist Ix6 or less subfloor to each Joist, face nod 8d common 2 Over Ix6 subfloor to each Joist, face nail 8d common 3 2 -inch subfloor to ,foist or girder, bind and face nail 16d common 2 Sole plate to Joist or blocknq, face nail 16d common 16 in. ox Top or sole plate to stud, end nail 16d common 2 Stud to sole plate, toe nail 8d common 4 Doubled studs, face hall IOd common 24 in. o.c. Doubled top plates, face nail IOd common 16 in. o.c. Top plates, lap and intersections face nail - 2-16d or 3-10d common Continuous header, two pieces 16d common 16 in. o.c. olonq each edqe Cedinq ,foists to plate, toe nail 8d common 3 Continuous header to stud, toe nail 8d common 3 Cedinq ,foists, laps over partitions, face nail - 3-16d or 4-I0d common Cedinq ,foists to parallel rafters, face nail - 3-16d or 4-I0d common Rafter to plate, toe nail 8d common 3 1 -inch brace to each stud and plate, face nail Sd common 2 1x8 or less sheathinq to each bearinq, face nail Sd common 2 Over 1x8 sheathinq to each bearnq, face nail Sd common 3 Built-up corner studs 16d common 24 in. o.c. Built-up grders and beams, of three members 20d common 32 in at top and a. bottom and staggered q. 2 ends and at each slipce 2 -inch planks 16d common 2 each bearnq Studs to sole plate, end nail 16d common 2 each end Wood Structural Panel Subfloornq' A3 4 0F 6 15/32 in., 1/2 in., 7/16 in. 6d common, annular or 6 in. o.c. edges and sprol thread 12 in. o.c. intermediate Iq/32 in. -3/4 in. 8d common or 6d annular 6 in. o.c. edges and or sprol thread 12 in. o.c. intermediate I in., 1-1/6 in. IOd common or 6 in. o.c. edges and 8d annular or spiral thread 6 in, o.c. intermediate4 15/32 in., 1/2 in., 7/16 in. 16 qa. galvanized ire staples 3/8 in. minimum crown 1 5�6 in. length 4 in. o.c. edges and 7 in. o.c. intermediate Iq/32 in., 5/6 in. 16 qa. galvanized wire staples, 3/8 in. 2 1/2 in. o.c. edges and minimum crown 1 5/6 in. lenqth 4 in. o.c. intermediate Wood Structural Panel Roof & Wall Sheathinq and Particleboard Wall Sheathnq 1/2 in. or less 6d common (wall) 6 in. o.c. edges and 8d common (roof) 12 in. o.c. intermediate Iq/32 in. or grebter 8d common 6 in. o.c. edges and 12 in. o.c. intermediate 5/16 in. - 1/2 in. 16 qa. galvanized wre staples, 3/8 in. 4 in. o.c. edges and min. crown. Lenqth of I in. plus 8 in. o.c. intermediate wood structural panel or particleboard thickness Iq/32 in. - 3/4 in. 16 qa. galvanized wre staples, 3/8 in. 2 in. o.c. edges and min. crown. Lenqth of I in. plus 5 in. o.c. intermediate wood structural panel or particleboard thickness Fiberboard Sheathnq 6d common nail or II qo. 6 in. o.c. at edqes, 12 in. o.c. 1/2 in. Reqular qalv. roofnq nail 1 1/2 in. lonq at other bearnq areas with 7/16 in. head 1/2 in. Structural 8d common nail or II qo. 3 in. o.c. at edqes, 6 in. o.c. galy. roofnq nail 1 1/2 in. lonq at other bearnq areas with 7/16 in. head 25/32 in. Structural Sd common nail or II qo. 3 in. o.c. at edqes, 6 n. o.c. gals. roofnq nail 1 3/4 in. lonq of other bearnq areas Gypsum Sheathnq with 7/16 in. head 1/2 in. II qo. 1 1/2 in. galvanized 4 in. ox. at edqes 7/16 in. head 8 in. o.c. at other beorngs 5/8 in. 11 qo. 1 3/4 in. galvanized 4 in. o.c. at edqes Gypsum Wallboard 7/16 in. head 8" o.c. at other bearnqs 1/2 in. 1 3/8 in. drywall no112 7 in. o.c. on cedngs 8 in. o.c. on walls 5/8 in. 1 1/2 in. drywall nai12 7 in. o.c. on cedngs 8 in. o.c. on walls Particleboard Sidinq 5/16 in. - 1/2 ins 6d' 5/8 in.5 6d 3/4 n 6 5d Hardboard Lop Sidnq 8d5 corrosion -resistant 16 in. o.c. at top Direct to Studs' with minimum shank and bottom edqes diameter of O.Ogq in. and minimum head saNF diameter of 0.240 in. Pt-At4s R Hardboard Lap Sidnq 10d corrosion 16 in. o.c. at topA TR Eo zo Over Sheathnq resistant with and bottom edqes coNs F- Atop WOR mimrnum shank diameter of O.Ogg n. cHE GAOV15 ONs"oF minimum head ,PVand is upt4cE OF M -rir 1DEPT diameter of 0.240 n. OFF V Hardboard Panel Sidnq 6d6 corrosion -resistant '710N v10. 6 in. o.c. at edqes 0R OTHFR Direct to Studs with minimum shank and 12 in. o.c. at diameter of O.OcI2 in. intermediate supports and minimum head diameter of 0.225 in. Hardboard Panel Sidnq 8d6 corrosion resistant 6 in. o.c. at edqes Over Sheathinq with minimum shank and 12 in. o.c. at diameter of O.Og2 in. intermediate supports and minimum head diameter of 0.225 in. For SI: 1 inch = 25.4 mm. NOTES: I. Fiberboard sheathinq mar be stapled usinq 16 qa galvanized staples 1-1/8" lonq for I/2' sheathinq andI-�1/2" lonq for 25/32" Sheathinq. Staples to have minimum crown of 7/ 16 and spaced 3 o.c. at edqes and 6" o.c. at other bearings. 2. Drywall nails shall conform to ASTM C 514. 3. Sidinq applied to 5/8" net wood sheathinq, 15/32" wood structural panel or 1/2" particleboard sheathinq. 4. Corrosion -resistant nails spaced 6" on center at edqe and 8" on center at intermediate supports. Nails shall have a minimum edqe distance of 3/8" 5. Sidinq applied to studs spaced 16" on center maximum. 6. Sidinq applied directly to studs spaced 24" on center maximum. 7. Use annular or spiral thread nails for combination yment subfIoor /under Ia(sinqle floor). 8. Nail must be of sufficient lenqth to accommodate thickness of sidinq and sheathinq, if used, and allow minimum stud penetration of 1-1/2 inches. cl. For 1 -inch wood structural panels, 12" on center intermediate nailinq shall be permitted. @I Irl�l� � ��-WIQ110 cola 7 XI (a -I w I o TTI 177�1�1-1 <I U__1 17 -1 I__1 71 -177-1-� Q u.t N Q J c0 z A O u � w M Q) V Q) O • LL z LLLL Q L � � L Q N Q 11.�1NG DEPT. Y coNOT�N BE OS AN01ssUG0 HAV { Ml TO PROo v OI �. CEN uTHOfilly �Y OF T" 00 P'SET"A� ESulLtK ' 1T PIREV 6t3T 1IRS SER FtE -ANS.p FT�IE REVISIONS D NO. DESCRIPTION DATE I. 2. 3. 4. 5. 6. 7. a. q. DATE 5-12-10 SCALE ,4S SHOUJN DRAWN BY BBB PROJECT NO. 100512 SHEET TITLE DEMO/ FLOOR SHEET A3 4 0F 6 TO SAN WATER f BACKFLC CHEMATIG WASTE LINE RISER DIAGR4M NTS LUM51NG NOTES ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH LOCAL CODES, FBC 2006 EDITION, WITH 2O0q REVISIONS. Section 15000 — Special Conditions — Plumbinq Part I — General 1.1 Scope A. Work Included: I. Complete, workable systems in compliance will all applicable codes and requlations and to the satisfaction of the Architect. Domestic water systems includinq cold water, domestic hot water, sanitary systems includinq floor drains, etc. interior qos systems includinq pipinq and volvinq etc. Fixtures, carriers, flush valves, seats, and associated trim. Part 2 — Product 2.1 Excavation, Trenchinq, and Backfillinq: Rock. A. Provide Incidental trenchinq, excavation, and backfill as required for all systems require trenchinq and backfillinq. Part 3 — Execution 3.1 Temporary Utilities A. Provide Temporary Utilities required by contract. 3.2 Coordination A. Plans: The plans are in part diagrammatic and are not to be construed as relievinq this contractor from onsite coordination between the work of this contract and the work of other contractors. Do not scale drawings for dimensions and locations. B. Specifications: The desiqn of this project is based upon use of the specified materials,. Should substitutions be proposed, the contractor is responsible for any added costs to his work and that of other contractors, if such arise. Necessary revisions to the drawings will be the financial responsibility of the contractor. 3.3 Obtain owners review and approval before beqinninq any work. 3.4 Coordinate all work with General Contractor and all other contractors. Section 15023 — Cleanouts Part I — General 1.1 Scope A. Install cleanouts on drain lines as indicated on the drawings as required by code. 1.2 Quality Assurance A. Acceptable manufacturers I. Josom Manufacturinq Company 2. Zurn Industries Incorporated 3. Jay R. Smith Manufacturinq Company 4. Wade Division, Tyler Pipe and Foundry Company Section 15040 — Domestic Water Supply System Part I — General I.I Scope A. Alter existinq domestic water system followinq the drawings. B. System shall include all cold water, hot water lines, rouqhinq for, and final valved connections to fixtures specified in section 15070 an to all other fixtures and backflow preventers. C. Install cold water service from existinq main as shown on site plan. Field verify exact location. 2.4 Fixtures by Tenant A. As listed on the drawings, the tenant will furnish equipment. The contractor shall receive the equipment relatinq to his work and shall set the equipment and rouqh in and connect the required services. B. For the compartment sink, furnish and install stops for the hot and cold water and a two (2) inch trap for the sink waste. C. Where drains occur for indirect wastes, extend the waste pipe from the piece of equipment to the floor drain, terminatinq two (2) inches above the finished floor. Part 3 — Execution 3.1 Installation A. Install so that Imes may be completely drained by qravity. B. Hot water supply lines shall be run at least 6" from all cold water supplies. C. Valves: In each supply line to each qroup of fixtures place shut off valves. Install section valves at all branch lines that extend from main§ and as indicated on plans. 3.2 Sterilization A. Cleaninq and sterilization of pipinq I. Clean and sterilize pipinq per local codes. Section 15070 — Plumbinq Fixtures and Trim Part I — General 1.1 Scope A. Provide all plumbinq fixtures, trim, equipment, and materials complete as specified and/or as indicated on the drawings. Provide for proper support and connection of all plumbinq fixtures and equipment complete with all the trimmings, fittings, etc., as specified or as indicated on the drawings. 1.2 Quality Assurance A. All fixtures and associated equipment shall be free of manufactured defects, and shall be certified by manufacturer to meet or exceed requirements as specified. B. Units shall meet or exceed requirements of all local codes. Section 15080 — Plumbinq Test, Inspections, and Adjustments Part I — General 1.1 Scope A. Make all test and inspction per M.S.D.S., O.B.B.C., and local codes. Make all adjustments for proper operation of system. SANFORD BUILDjNG DEPT Y NS ARE REVIEWED AND ISSCO"UED THESE PLA TO PROCEED WIRN ACCEPTED FOR PERMIATt 10ENSMEIT 0 PROC.� TO BE c,, AUTHORITY TO VIOLATE. CONSTRUED NOTA DE ANY OF THE THE WORK AND SET A� CANCEL-• AL -TER. OR THE ®UILDING PROVISIONS OF THE TECHNICAL GOOF`'' NOR i nl" ISSUANCE OF A PERMIT PREVENT THEREAFTER REQUPLAN , c:ONSTRUC11 PZC DEPT FROM ON THE PLANS. TION OF vinL ATIONS OF THE COD65. OR OTHER I ti QI C411LU -1 -1 e I col a -1 -1--1 � -l_ ISI X to 41 S7:1-1 7-17777777 17()17 777 7 I7 a7-1 al-IL7 7 7 QI U- - 1I� 16171 �I 617- I -I �I ol�-1 77 17gD-17 -1 -1 I-1101 z 7 Q N 0 ©' =3 N 40 o � u 731 U - � LU u Q V O � -Z vJ Q`L L w J4 N Q REVISIONS O NO. DESCRIPTION DATE I. 2. 3. 4. 5. 6. 7. 8. q. DATE 5-21-10 SCALE AS SHOWN DRAWN BY 555 PROJECT NO. 100512 SHEET TITLE RISER SHEET F� 5 of 6 1" RIGID IN IN AIR CO 1.5" RIGID IN NON—AI (SEE MECi FOR FURT A/H UNIT REFRIGER) 3/4" PT 2X4 PT C 2X4 PT, R/A W/ W/ SMOKI 3/4" PVC FRENCH G TY1= FLOOR MOUNT AHU INSTALLATION DETAIL Installation of Nechanical equipment shall comply NTS with Monfuacturer's specification and clearance requirements. ASCI-IM. MECHANIGA, FRESH AIR MAKE UP REQUIREMENT: 110 CFM 3 Bedrooms w/ 4 Person Total Load @ 15 CFM: 45 CFM Kitchen: 25 CFM 2 Bathrooms @ 20 CFM: 40 CFM ,4N 1/4" = 1"-0" MECHANICAL NOTES: I. ALL WORK SHALL COMPLY WITH THE FLORIDA MECHANICAL CODE, 2007 EDITION W/ 200q REVISIONS AND ALL APPLICABLE LOCAL CODES AND REQUIREMENTS AS WELL AS ASHRAE 62. 2 3. 5 6. 7. 11 v THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE INTENT OF THE DESIGN. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTING CONDITIONS AND SHALL CONSULT- WITH THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE CONCERNING FIELD CONDITIONS THAT PRECLUDE THE CONSTRUCTION OF THESE PLANS. MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE MADE ONLY AFTER THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN APPROVAL. ALL SUPPLY, AND RETURN AIR DUCTWORK SHALL BE FOIL FACED FIBERGLASS DUCT BOARD, FABRICATED, REINFORCED, AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. ALL DUCTWORK, SUPPORTS, AND FABRICATION SHALL CONFORM TO SMACNA STANDARDS. ALL DUCT WORK SHALL BE I" PRESSURE CLASS UNLESS NOTED OTHERWISE. DUCTWORK SHALL BE INSTALLED AIR TIGHT AND NOISELESS. ALL DUCT SUPPORTS SHALL BE SO CONSTRUCTED TO TRANSMIT NO VIBRATIONS TO THE BUILDING STRUCTURE. SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. DUCTWORK ROUTING SHOWN IS DIAGRAMMATIC. ROUTE DUCTWORK AT RIGHT ANGLE TO BUILDING WALLS WITH SMOOTH TRANSITIONS. TRANSITIONS FROM LISTED SUPPLY AND RETURN MAIN DUCT SIZES TO THE UNIT CONNECTION SIZE SHALL BE MADE IN THE VERTICAL PLANE AND NEAR TO THE UNIT CONNECTION POINT. ALL DUCTWORK JOINTS AND DUCT WRAP JOINTS SHALL BE SEALED USING FIBERGLASS MESH AND DUCT MASTIC. (DUCT TAPE NOT ALLOWED). FIBERGLASS DUCT, IN UN—CONDITIONED SPACE, SHALL BE MINIMUM I" THICK FIBERGLASS DUCT MATERIALS AND INSTALLATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE REQUIREMENTS. PROVIDE TURNING VANES IN ALL CHANGES OF DIRECTION 77 DEGREES FIBERGLASS DUCT, IN CONDITIONED SPACE, SHALL BE MINIMUM 1 1/2" THICK FIBERGLASS DUCT MATERIALS AND INSTALLATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE REQUIREMENTS. AND LARGER. PROVIDE DUCT SPLITTERS IN ALL BRANCH DUCT CONNECTIONS. SIZE THROAT AREA OF THE SPLITTERS IN PROPORTION TO THE DESIGN AIR FLOW RATES TO ACHIEVE EQUAL VELOCITY IN EACH LEG OF THE SPLITTER. AIR DISTRIBUTION TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. DO NOT ROUTE DUCTWORK THRU ELECTRICAL EQUIPMENT SPACES. WHERE DUCTS PASS OVER ELECTRICAL EQUIPMENT, PROVIDE A DRIP PAN AND DRAIN LINE TO FLOOR OR GUIDE IN A CONSPICUOUS LOCATION. AIR INLETS AND OUTLETS: PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS INDICATED SIZED TO PROVIDE NOISELESS OPERATION AND PAINTED WITH THE MANUFACTURER'S STANDARD ENAMEL PAINT. COLOR AS INDICATED OR AS SELECTED BY ARCHITECT. BORDERS, FLANGES AND HARDWARE SHALL BE PROVIDED TO SUIT THE TYPE OF CEILING FOR THE SPECIFIC INSTALLATION. PROVIDE FLANGED BORDERS FOR SURFACE MOUNTING ON HARD CEILINGS SUCH AS PLASTER, DRYWALL AND THE LIKE. PROVIDE "BOOT TAP" OR "BELL MOUTH" FITTINGS FOR FLEX DUCT CONNECTION TO RIGID DUCTS, FOR BOTH SUPPLY AND RETURN SYSTEMS. PROVIDE TRANSITIONS AND OFFSETS IN DUCTS WHERE REQUIRED TO AVOID OBSTRUCTIONS. HVAC LEGEND AIR HANDLER UNIT UI�I� I 4 TON, 5 KW HEAT STRIP, IS SEER _77 y -it I-01-1 CONDENSING UNIT F-1 ,0 EXHAUST FAN (DUCTED EXHAUST FAN, SEE PLAN FOR CFM/OF MIN 2 CFM /SF)) -1 -1 I-1 �I ol�� z PROSTAT THERMOSTAT �I 917 -I-1 7 ANTIQUE ALUMINUM A/C SUPPLY REGISTER ®/N_ (SEE PLAN FOR EXACT DISCHARGE CFM/SIZE UNIT ACCORDINGLY) Q ANTIQUE ALUMINUM A/C RETURN REGISTER Q (SEE PLAN FOR EXACT DISCHARGE CFM/SIZE UNIT ACCORDINGLY) lNG OEC9J. FORA gUU-EO G0�T10N aN PANSv5vAR RM` P FE SETDOSP TOC Viol .AT E '(H "' PCO FOR P BE A LICEUiNOR% ANY OF AU- C�NgTRU�fl p NOT IN R SET A GO4�5. NOu PING GANwo, 8OFTHETMOt? P1REVENRING AGVR pN ,S UANCff O'CHEREAFTC)N�HE '?EaN DES- OEPT OF ERROR lON`' OF THE G C)R oTtAER J10 _,110"5 UI�I� I 171-61 �I�I� 77_ _�I I�I�I XI �I-1 �I o 7 _77 y -it I-01-1 F-1 ,0 7-1 I.� �I LL -1 -1 I-1 �I ol�� z O I-1 �I 917 -I-1 7 I-] dr1-I °I7 -I -71-1-1 I -1-1 -177-1 UlQ Q 7c. U � w u � Q O` LL Q `� O Q S-2 Q L 01 C� Q REVISIONS NNo. DESCRIPTION DATE I. 2. 3. 4. 5. 6. 7. 8. q. DATE 5-21-10 SCALE AS SHOWN DRAWN BY 588 PROJECT NO. 100512 SHEET TITLE MECHANICAL SHEET M I 6 OF