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HomeMy WebLinkAbout1500 Wyndham Crest Blvd (a) (2)appiicatio o: t 150010 u, � hat 3 Job Ad esS:.Srati�o CITY OF SANFORD 201 BUILDING & FIRE PREVENTION PERMIT APPLICATION WL Documented Construction Value:,�„� � Q it'd . Historic District: Yes ❑ N Parcel Ili—�-d0 - 3i -3t0-`fA7I).-0000 Zoning: Description of Work: Ey4e ri o rl-Tnieri' r, kesoa, r5 Plan Review Contact Person: r4 Frolrse.,0 Title: presrle.., f - Phone: If 6't - 391- 8 741'7 Fax: 'to `f - 38 � - 8797 E-mail: err -c- LP 4freniaud li a n8. 46v" Property Owner Information Name The- W lrar. Street: loss /V&4A Frdnl4'Iin Sfrett 544*�e',1-ao City, State Zip: ?aha FC 3 3 4,o -3.. Phone: 107- 78d - 4)7.5'f Resident of property? : Contractor Information Name & � F 9 e no twk o ns -To C. (Er ie__ F-r'a n C.O Phone: %0 ` '7'f -- 't 80 8 Street: 1015 0 bion Wlhel. Sut'len 7 Fax: `f`0 - is Fo` TY -4 0 City, State Zip: Alpharc{HQ, G A 30001 State License..No.: CG C 152 1 7 70 Architect/Engineer Information CCC 1327.219?a Name: E Py- Street: zStreet: 311-A 9 W o v d la n d Blvd City, St, Zip: Dejarld Ft Bonding Company: W esfern Sure c_ o Address: Si^o a 4 Fall S J So," Da..1C-- t- lk Building Permit ❑ Square Footage: Phone: 384 - 73,f - o $30 Fax: 73`F- E-mail: eP+ (' e P e n a• h e f — Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: _41153''S5 z o 1500 Wyndham Crest Blvd. DEC 0 3 2013 Sanford,FL 32773 t m PARCEL # 1440404004080400 ZONING, - GCS 0z rr- EPIz W ENGINEERED PERMITS, INC. LU 311 SOUTH WOODLAND BIVD. - ZSUITE A _ DELAND, FL32720 rt PHONE: 386-734-W30 J FAX: 386-734-8996 Z CERT NO. LEVEL 3 ALTERATION W EMAIL: ®aplen9.net Applicable Codes Building FBC 2010 EDITION Plumbing FPC 2010 EDITION ADA FAC 2010 EDITION Life Safety FFPC 2010 EDITION Mechanical FMC 2010 EDITION Gas FBC 2010 EDITION Electrical NEC 2008 EDITION Building Characteristics The projected construction has the following characteristics: Type V -B Construction Unprotected Three Story Occupancy classification: R-2, Apartments GENERAL CONIRACIOR� SIEVE HREL G&F RENOVATIONS fl. DIVISION 1015 UNION HILL ROAD, SIE 7 ALPHRRAETfA, GA. 30004 �4 OFFICE Uq zm N M m waw w �c 1 a� PERMIT # /y., x/33 �._ _ Y'. � M, W U Uj DESIGN STATEMENT: SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-1 U,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, 3 SECOND GUST IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY IL THE COMPONENTS AND CLADDING A —1 WERE DESIGNED BASED ON A +44/-48 PSF DESIGN PRESSURE,THIS STRUCTURE HAS SEEN DESIGNED AS A PARTIALLY ENCLOSED STRUCTURE, 11/13/2013 3:37;20 PM L: \G&F Renomtlons\Wyndham nit 8302 '- COVER02.dgn t i� BUILDING 8 THIRD FLOOR- A- 1 scare. ua.=,..o. Z Z cr UJ rr ViYNDHAIN PLkCE Li.. nJ il r M W APARTFAENTS • o C15 Q Z U, µ I Z *o <z UNIT 8301 1500 Wyndham Crest Blvd. J � o� San or W any I Semminole Count rMi 111� 1 ■ ■ 13100 ■ ■ ■ EPI Z LU ' I 311 SOUTH ED PERMITS, INC. WOODLAND BVD. T OO Z . I � SUITEA DELAN• .. ' � — I ��(�III��� PHONED, FL 32720 386-7340830 86-734-8226 ./.• •. �• j4 FAX: O O CERT NO. 26298 MWW EMAIL: epi®epie ng.net O ----------- ° 1 ! I I ! I I I I LOvOL I ALTERATION _J EL--_ – ENGINEERED PERM11S, INC, W C) LLJ O 5C/D co31 1,A SOUIH WOODLAND BOUIEVARD! O� 0 0 ------- - 6i DE AND, F1 32720 F ! ! O 26298C w O i NO, 0= Cn i A LL LLI c VARIES S' ADD INSULATION AS NEEDED TO ACHIEVE R-30 EQUIVALENCE nC U a ¢ EXIST PRE-ENGINEERED TRUSSES w 7/16" O.S.B. APA RATED SHEATHING o.. a w FASTENED TO ROOF FRAMING MEMBERS W/8d COMMON NAILS @ 3" O.C. ALONG PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS UNIT 302 Lu z DOUBLE 2X4 " TOP PLATE Z d .. 2 LAYERS OF FIRE RATED 5/8" GYPSUM BOARD <z PER FACTORY MUTUAL FC -172 (SEE DETAIL B) M Uj C; UJ Lu a: 77777 77ZZLZIZIZIIIZ 7///// d c CONTINUOUS PERFORATED VINYL SOFFIT WITH REQUIRED R-13 INSULATION CHANNELS AND ACCESSORIES FOR COMPLETEa INSTALLATION AS SPECIFIED BY MANUFACTURER 2X4 STUDS @ 16" O.C. N C.2l PAINTED SAND AND TEXTURED o EXTERIOR STUCCO FINISH 7/16" O.S.B, APA RATED SHEATHING FASTENED TO FRAMING W/8d COMMON U ui NAILS @ 3" ALONG THE TOP &BOTTOM n w PLATES, 6" O.C. PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS C FIRE RATED CEILING REPAIR SECTION Base Layer 5/8" (15,9 mm) Fire -Shield Gypsum Board applied at right angles to 2x10 wood )'oisls 24"o.c. with 1-1 /4" Type W or S drywall I c, u _ r u screws 24"ac. Face layer 5/8" Fire -Shield Gypsum Board applied at nght angles to joists with 1 ; 7/8" Type W or S drywall Screws 12"o.c. at joints -1 SCALE '0 and intermediate joists and 1-1 /2" Type G screw 12"0 .c placed 2" back on Dither side of end joints. Joints offset 24" from base layer joints, ? Wood joists supporting 1/2" wood structural panels applied at right angle to joists with 8d nails, Ceiling provides one hour fire resistane protection for framing, including trusses, DESIGN STATEMENT. B THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE FM FC -1 7 Z FIRE RATED CEILING ASSEMBLY AND ASCE 7-1 O,INCLUDING GRAPIER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST IN • A_ 1 SCALE; NTS WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE.THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 11125/2013 10:12:04 AM L:\G&F: Renovations \WyndhamVJnit 8301.dgn i I H txi)111A7 rLUUN rwiv I -U N O z \ U O 0 RIDGE 21011 7:12 0 N ACTUAL AS -BUILT DIMENSIONS IN THE FIELD, Q 21'91/4" J c'1 _ m Ii \ \ / / / / as LL O - 7:1 RO PITCH \ \ 712 F P CH / / / / / / Q O d C p Z' 13'01/2° o '� GABLE END 14'101/2" 0 / b "NOTE; MEASUREMENTS ARE \ \ \ \ \ ED ON ORIGINAL DESIGN DRAWINGS. ui \ TRUSS ENGINEER TO VERIFY D W N SHEET m a a REFERENCE d 21'91/4" �-14'101/2" z �r a Q I 7:12 R0 5F PITCH Lu EPI Z _ F LL a w ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. c N Z SUITE A DELAND, FL 32720 J /r_�� PHONE: 386.734.0830 V FAX: 366-734-8226 Z CERT NO. 26298 W EMAIL: epi@epieng.net U � O W O cq 0 Q RIDE 5:1 ROOF P CH W O / / UJ LL 00 041 lx>>/ Lu LuW / C) Lu CL_ / Lu /Ld / LLCD / cV LH Lu Lu z a ACTUAL AS -BUILT DIMENSIONS IN THE FIELD, Q 21'91/4" J c'1 _ m \ \ / / / / as LL O - 7:1 RO PITCH \ \ 712 F P CH / / / / / / Q O d C p '� 14'101/2" z:' / b "NOTE; MEASUREMENTS ARE \ \ \ \ \ ED ON ORIGINAL DESIGN DRAWINGS. ui \ TRUSS ENGINEER TO VERIFY D ACTUAL AS -BUILT DIMENSIONS IN THE FIELD, Q 21'91/4" J c'1 _ m O GABLE END IE —4'81/2" 1 0 13'01/2" J ° so COMMON TRUSSES TO BE REMOVED AND REPLACED — Lu uj = Z OVERFRAMED GABLE TRUSSES TO BE REMOVED AND REPLACED DEMOLITION PLAN DESIGN STATEMENT: SCALE: 1/4"= 1'-O" THESE PLANS DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-1 O.INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF140 MPH, f3 SECOND GUS IN WIND EXPOSURE CATEGORY "C". THIS SihUCTURE HAS BEM DESIGNED AS RISK CATEGORY II. THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE,' 11113/2013 4:15:20 FM L:\G&FRenovatlohs\Wyndham\Jnit 8302 02 EXIST_DEM002.dgn I as LL O - C O d O GABLE END IE —4'81/2" 1 0 13'01/2" J ° so COMMON TRUSSES TO BE REMOVED AND REPLACED — Lu uj = Z OVERFRAMED GABLE TRUSSES TO BE REMOVED AND REPLACED DEMOLITION PLAN DESIGN STATEMENT: SCALE: 1/4"= 1'-O" THESE PLANS DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-1 O.INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF140 MPH, f3 SECOND GUS IN WIND EXPOSURE CATEGORY "C". THIS SihUCTURE HAS BEM DESIGNED AS RISK CATEGORY II. THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE,' 11113/2013 4:15:20 FM L:\G&FRenovatlohs\Wyndham\Jnit 8302 02 EXIST_DEM002.dgn I ----------- BUILDING 8 THIRD FLOOR q-� SCALE'. 1/4••=1•-0" p1 Base Layer 5/8" (15,9 mm) Fire -Shield Gypsum Board applied at right angles to 2x10 wood joists 24"o,c. with 1-1 /4" Type W or S drywall screws 24"o,c, Face layer 5/8" Fire -Shield Gypsum Board applied at right angles to joists with 1-7/8" Type W or S drywall Screws 12'o,c, at joints and intermediate joists and 1-1/2" Type G screw 12"o ,c placed 2" back on either side of end jolnts, Joints offset 24" from base layer joints. Wood joists supporting 1/21' wood structural panels applied at right anglle to joists with 8d nails. Ceiling provides one hour fire resistance P rotection for framing, Including trusses. B� FM FC -1 72 FIRE RATED CEILINGAIZ � A-1 % SALE', NTS I i _ O ME LU rr ViYNDHAIN Pi,,AIDE '� L1J APJiRTFA ENT m a o, 0 z 0 z, E zT Z 0`� 1500 ndham Crest �m SanfO,'rd, Seminole CounPID cr)° # I 4m20m30n300n001%0m0000 z �r_ EPI W ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD, 7 SUITE A L_– DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-734-8226 Z CERT NO. 26298 LEVEL I ALTERATION W ENTAIL: epi0epieng.net Z W Z cC � Q� � .ENGINEERED PERM11S, INC, c:25" CO� M 31 • 00 1A SOUIH WOODLAND BOUIEVARD <-T , F— � E � L.L! DELAND/ P 32720 U WLU _ {— ©W CERI NO, 26298 n (_ LJ 0 VARIES L1 m c � c ADD INSULATION AS LLJ NEEDED TO ACHIEVE R-30 EQUIVALENCE � h b of EXIST PRE-ENGINEERED TRUSSES U 7/16" O.S.B. APA RATED SHEATHING FASTENED TO ROOF FRAMING MEMBERS a W/8d COMMON NAILS @ 3" O.C, ALONG PANEL EDGES & 12" O.C, ALONG INTERMEDIATE SUPPORTS Y ^w LLT c Z °f DOUBLE 2X4 UJ $ TOP PLATE 2 LAYERS OF FIRE RATED 5/8" GYPSUM BOARD I" " PER FACTORY MUTUAL FC -172 (SEE DETAIL B) I C'3 LU Ui CC � CONTINUOUS PERFORATED VINYL SOFFIT WITH REQUIRED R 13 INSULATION CHANNELS AND ACCESSORIES FOR COMPLETE n► Z m INSTALLATION AS SPECIFIED BY MANUFACTURER :D 2X4 STUDS @ 16" O.C. o PAINTED SAND AND TEXTURED J, EXTERIOR STUCCO FINISH Ld 7/16" O.S.B. APA RATED SHEATHING FASTENED TO FRAMING W/8d COMMON Z O NAILS @ 3" ALONG THE TOP & BOTTOM U_ z Q PLATES, 6" O.C. PANEL EDGES, 12" O.C. a w ALONG INTERMEDIATE SUPPORTS C FIRERATED CEILING REI)A-xlR SECTION. A_ 1 SCALE: 1'I _ 1 I -Orr j - DESIGN STATEMENT:' SHEET N0. cCnADI v THESE PLANS WERE DESIGNED FOLLOWING THE 201 Q FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDIN.7 HAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF140 MPH, 3 SECOND GUST) IN WIND EXPOSURE CATEGORY U C , THIS STRUCTURE RE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING Al WERE DESIGNED BASED ON A +3408 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, /1/25/2013 10:08:03 AM L: \G&F Renovations \Wyndham\ lnit 8303,dgh A BUILDING- A- I SCALE. 1/4"=1'-0" Base Layer 5/8" (15.9 mm) Fire -Shield Gypsum Board applied at right angles to 2x10 wood joists 24"o,c. with 1-1 /4 Type W or S drywall screws 24"o,c. Face layer 5/8" Fire -Shield Gypsum Board applied at right angles to joists with 1-7/8" Type W or S drywall Screws 12"o.c, at joints and intermediate joists and 1-1 /2" Type G screw 12"o .c placed 2" back on either side of end joints, Joints offset 24" from base layer joints, Wood joists supporting 1/2" wood structural panels applied at right angle to joists with 8d nails. Ceiling provides one hour fire resistance protection for framing, including trusses. B \ FM FC -1 72 FIRE RATED CEILING ASSEMBLY A_ 1 / SCALE; NTS DESIGN STATEMENT: SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 1.6 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING A-1 WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE.THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 11125/2013 10x5:47 AM L:\G&F Renovations\Wyndham\Un/t 8304.dgn - 7/16 O.S.B. APA RATED SHEATHING FASTENED TO ROOF FRAMING MEMBERS W/8d COMMON NAILS @ 3" O.C, ALONG PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS 2" WASHER AND NUT / CONTINUOUS PERFORATED VINYL SOFFIT WITH REQUIRED CHANNELS AND ACCESSORIES FOR COMPLETE INSTALLATION AS SPECIFIED BY MANUFACTURER 1/2" DIA HURRIBOLT ROD (OR EQUIVALENT) PAINTED SAND AND TEXTURED EXTERIOR STUCCO FINISH 7/16" O,S,B, APA RATED SHEATHING FASTENED TO FRAMING W/8d COMMON NAILS @ 3" ALONG THE TOP & BOTTOM PLATES, 6" O,C, PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS VARIES ADD INSULATION AS NEEDED TO ACHIEVE R-30 EQUIVALENCE EXIST PRE-ENGINEERED TRUSSES ABOARD ETAIL B) r�A FIRE RATED CEILING REPAIR SECTION A-3 SCALE. 1 "-1'-0" 7/16" O.S.B. APA RATED SHEATHING DRAFTSTOP TRUSSES WITH 1/2" FASTENED TO ROOF FRAMING MEMBERS GYPSUM WALLBOARD; 1/2" W/8d COMMON NAILS @ 3" O.C. ALONG PLYWOOD OR RED THERMO PLY PANEL EDGES & 12" O,C, ALONG INTERMEDIATE SUPPORTS CONTINUOUS SIMPSON HTS 16 W/ (16) = IOD X 1-1/2" NAILS 2" WASHER AND NUT 2X4 STUDS @ 16" O.C. --- --�--_ 1/2" DIA HURRIBOLT ROD (OR EQUIVALENT) COUPLER NL EXIST PRE-ENGINEERED TRUSSES R-30 INSULATION �-- 2X10 TOP PLATE 2 LAYERS OF FIRE RATED 5/8" GYPSUM BOARD PER FACTORY MUTUAL FC -172 (SEE DETAIL B) R-13 INSULATION �— 5/8" GYP, BD, EACH W/ FULL BLOCKING @ PANEL EDGES FASTEN PANELS TO FRAMING W/ 1-1 /4" #16 TYPE S OR W SCREWS @ 4" O.C. FASTEN SOLE PLATE W/ 16D NAILS @ 8" O.C. C � TENANT SEPARATION (PERP TO TRUSSES) tA-3 SCALE: I"=1.0" 7/16" O.S.B. APA RATED SHEATHING i FASTENED TO ROOF FRAMING MEMBERS W/8d COMMON NAILS @ 3" O,C. ALONG PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS DOUBLE 2X4 LL DROP GABLE TRUSS— TOP PLATE 2 LAYERS OF FIRE RATED 5/8" GYPSUI PER FACTORY MUTUAL FC -172 (SEE C CONTINUOUSPERFORATED VINYL SOFFIT WITH REQUIRED SIMPSON HGA10 FRAMING — R-13 INSULATION ANCHORS @ 32" O.C. ALONG INSTALLATION AS SPECIFIED BY MANUFACTURER 2X4 STUDS @ 16" O.C. ABOARD ETAIL B) r�A FIRE RATED CEILING REPAIR SECTION A-3 SCALE. 1 "-1'-0" 7/16" O.S.B. APA RATED SHEATHING DRAFTSTOP TRUSSES WITH 1/2" FASTENED TO ROOF FRAMING MEMBERS GYPSUM WALLBOARD; 1/2" W/8d COMMON NAILS @ 3" O.C. ALONG PLYWOOD OR RED THERMO PLY PANEL EDGES & 12" O,C, ALONG INTERMEDIATE SUPPORTS CONTINUOUS SIMPSON HTS 16 W/ (16) = IOD X 1-1/2" NAILS 2" WASHER AND NUT 2X4 STUDS @ 16" O.C. --- --�--_ 1/2" DIA HURRIBOLT ROD (OR EQUIVALENT) COUPLER NL EXIST PRE-ENGINEERED TRUSSES R-30 INSULATION �-- 2X10 TOP PLATE 2 LAYERS OF FIRE RATED 5/8" GYPSUM BOARD PER FACTORY MUTUAL FC -172 (SEE DETAIL B) R-13 INSULATION �— 5/8" GYP, BD, EACH W/ FULL BLOCKING @ PANEL EDGES FASTEN PANELS TO FRAMING W/ 1-1 /4" #16 TYPE S OR W SCREWS @ 4" O.C. FASTEN SOLE PLATE W/ 16D NAILS @ 8" O.C. C � TENANT SEPARATION (PERP TO TRUSSES) tA-3 SCALE: I"=1.0" 7/16" O.S.B. APA RATED SHEATHING i FASTENED TO ROOF FRAMING MEMBERS W/8d COMMON NAILS @ 3" O,C. ALONG PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS LL DROP GABLE TRUSS— SEALANT— EALANT—CONTINUOUS CONTINUOUSPERFORATED VINYL SOFFIT WITH REQUIRED SIMPSON HGA10 FRAMING — CHANNELS AND ACCESSORIES FOR COMPLETE ANCHORS @ 32" O.C. ALONG INSTALLATION AS SPECIFIED BY MANUFACTURER THE INSIDE FACE OF GABLE END TRUSS BOTTOM CHORD T - -- STUCCO WALL AT STAIR (BEYOND) DOUBLE 2X4------- X4----'TOP TOPPLATE STUCCO EXTERIOR FINISH — R-13 INSULATION 2X4 STUDS @,16" O;C. D UNIT BREEZEWAY (GABLE END) E UNIT BREEZEWAY I q_3 SCALE, 111-1 1-011 A-3 SCALE. 1 ° 1'_0.r DESIGN STATEMENT. SHEET NO, THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, (3SECOND GUSTJ IN WIND EXPOSURE CATEGORY "C", THIS STUCTURE HAS BEEN DESIGNED AS RISK CATEGORY Ii; THE COMPONENTS AND CLADDING A-3 . WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 1(/13/2013 3:39:34 FY L:\G&F Renovations \Wyndh©m\Llnit 8302 - 03 DETAILS02.dgn { i f I LL I I f z o 0 U UJW o.. m ; • UJ Q y � r i V z ! z_ 0 z a z _...� Q Base Layer 5/8" (15.9 mm) Fire -Shield Gypsum Board applied at right angles to 2x10 wood joists 24"o.c, with 1-1/4" Type W or S drywall screws 24"o.c. Face layer 5/8" Fire -Shield Gypsum Board applied at right angles to with 1-7/81' Type W or S drywall Screws 12"o,c, at (,u w r joists joints and intermedlate joists and 1-1 /2" Type G screw 12"o .c placed 2" back on either side of end joints. Joints offset 24" from base layer joints, Wood joists supporting 1/2" wood structural panels applied at right angle to joists with 8d nails, Ceiling provides one hour fire resistance _ protection for framing, including trusses. V EPI z rr- ENGINEERED PERMITS, INC. B F M FC 7 2 FIRE BATED CEILING ASSEMBLY W -1 -W�r G., s��T�°ATHWo�NDBIVp. : SCALESCALENTS l.;f DELAND, Ft 32720 PHONE: 386-734-OB30 FAX: 386-734-8226 z CERT N0: 2629B EMAIL; epifepieng.net L.LJ Q N p J _6 CV W �i _T_�' 7/16" O;S.B, APA RATED SHEATHING FASTENED TO ROOF FRAMING MEMBERS W/8d COMMON NAILS @ 3" O,C, ALONG PANEL EDGES & 12" O.C. ALONG --- SHINGLE ROOF Z INTERMEDIATE SUPPORTS L.V U F-- W h- � L1J _--- SHINGLE ROOF 2" X 4" X 9'-0" OUTLOOKERS 1= _ @ 24" O.C. � C/a DRAFTSTOP TRUSSES WITH 1/2" 2" WASHER AND NUT - --- GYPSUM WALLBOARD, 1/2" PLYWOOD OR RED-THERMPLY Uj — CONTINUOUS a. LLj0 xi xi L1.1a SIMPSON H3 W/ 8D NAILS R-30 INSULATION Er (8) DOUBLE 2X 2X4 NAILER EACH SIDE ,� Y 2 LAYERS OF FIRE RATED 5/8" GYPSUM BOARD TOP PLATE U , a PER FACTORY MUTUAL FC -172 (SEE DETAIL B) Uj 7/16" O.S.B. APA RATED SHEATHING p„ a LU —. FASTENED TO ROOF FRAMING MEMBERS W/8d COMMON NAILS @ 3" O,C, ALONG R-30 INSULATION PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS '--- 2" WASHER AND NUT R-13 INSULATION 1/2" DIA HURRIBOLT ROD I UU 0- (OR EQUIVALENT) c� — 7/16" O.S.B. APA RATED SHEATHING FASTENED TO ROOF FRAMING MEMBERS 2X4 STUDS @ 16" O.C. w m z W/8d COMMON NAILS @ 3" O.C. ALONG y z m ED PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS F- tr tv < 2 — 1/2" DIA HURRIBOLT ROD -' x Uj 0 a Lu (OR EQUIVALENT) Ji l � ` m Q � z 0 T�� U ui SRW D UNIT BREEZEWAY (GABLE END) E UNIT BREEZEWAY I q_3 SCALE, 111-1 1-011 A-3 SCALE. 1 ° 1'_0.r DESIGN STATEMENT. SHEET NO, THESE PLANS WERE DESIGNED FOLLOWING THE 2010 FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, (3SECOND GUSTJ IN WIND EXPOSURE CATEGORY "C", THIS STUCTURE HAS BEEN DESIGNED AS RISK CATEGORY Ii; THE COMPONENTS AND CLADDING A-3 . WERE DESIGNED BASED ON A +34/-38 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, 1(/13/2013 3:39:34 FY L:\G&F Renovations \Wyndh©m\Llnit 8302 - 03 DETAILS02.dgn {