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HomeMy WebLinkAbout1770, 1774 Petersen PlNOV 12 2613 CITY OF SANFORD BUILDING & FIRE PREVENTION - -� PERMIT APPLICATION Application No: �j Documented Construction Value. $ L-[ .fob Address: 1 �(� � " b -(='oo Pl Historic District: Yes ❑ No Q Parcel ID:t;`�o (0 ((Q Zoning: Description of Work: ,JA- - o el oy k' `��O(C.�i' Plan Review ContactPerson; -' _-i li Title: Phone: l r il: ��1_arly)G1y�t�;+f-�-Go Ccu 1 + Property Owner Information Nance )� �-1c-A-yi ; \��i�1 Phone: Street: ��_ �r)�' ((� �', ��' (� �J Resident of property? City, State Zip: E Contractor Information Name 75 Lr? \I'GUAM i t �CY^ik AA A VC Phoue._ w Street: ` : P�� +J�wcr) Fax: -(�°� C(�1 7 " h r— City, State Zip: _ !f'i_;1 1�� I Fi State License No.: P—Eu ,�- ''urs-, ' Architect/Engineer Information Name:jy u,� P Street: iia ( ( �t� " 1 AN(A City, St, Zip:'��' Bonding Company: -KI � Address: Building Permit El Phone: Fax:��7- 6 E-mail: Mortgage Lender: -IA Address: PERMIT INFORMATION Square Footage. MCP Construction Type. � < IG . _ No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service - No. of AMPS: ,:Q -(-,L Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: I Fire Sprinkler/Alarm ❑ No. of heads: fr. NOV 122013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1,9;7 7,�9. Application No: Documented Construction Value: $ Job Address: Historic District: Yes[] No Parcel ID:Description of of Work: Zoning: 1-A->;;lA1 1- -t -Plan Review Contact Person:iip d- Title: Phone: • E -mail: -mail• Property Owner Information 1 } ` Name`'a- l`1ui�0i� Phone: Street: V73TI1: -.( k- El -WA, K006 Resident of property? 1 ��r , City, State Zip:li1V �U 1 l�`�� 1�' 1 Y -saQ Contractor Information Nance Phone: LAG A Street: l )Z3;7cij -i� : C (' i iv i/t(it % Fax: �C--)' I City, State Zip: -�' 'P—Al StateLicense No.: (�B7 Zc:e")l"9Q% Architect/Engineer Information .Name: \ "°� �: 1� �J� (-` �(ya i Phone: Street: �� �i � � � - A 1"ax: City, St, Zip: t CV1 ANLCW , )H n E-mail:% Bonding Company: �' � Mortgage lender: N /, Address: ll � ?I' //0.2!' Z 24_x. 7?- Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Mo Construction Type: lO No. of Stories: .> No. of Dwelling Units: 0 Flood Zone: W Electrical ❑ New Service --- No. of AMPS: 0-0,0 Mechanical 0 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: ( Fire Sprinkler/Alarm ❑ No, of heads: The Reserve at Hidd n Lake ABBREVIATIONS: ADJ. A/C ADJUSTABLE AIR CONDITIONING DW. DWR DI5HWA5HER DRAWER HR. HYD. HOUR REF. REFERENCE ALT. ALTERNATE M. DRAWING IN. HYDRANT INCH REINF, REINFORCE (D) (ING) A.B. ABV. ANGHOR BOLT ABOVE DIV. DIV1510H NGL. INGLUDE (ED) (ING) R.A. Ri5 RETURN AIR ROD AND SHELF A,F,F. ABOVE FINISHED FLOOR DN, P5. DOWN DOWN5POU T INSUL, INT. I1\15ULATE INTERIOR RM, R.O. ROOM ROUGH OPENING ARCH. ARGHITEGIURAL ELEC. ELEG rRIGAL KIT. KI TGHEN 5GH. SCHEDULE AUTO. AUTOMATIC EA, EACH LAM. LAMINATE SHT. 5HEET A5PH. BM. A5PHAL T BEAM EQ, EQUAL LAV. LAVATORY SIM. 51MILAR DRG, BEARING EQUIP. EXH, EGUIPMENr EXHAUST LAUN. LVR. LAUNDRY LOUVER S.G. SOLID GORE BET, B.L. BETWEEN EXI51'. EXITING LTG. LIGHTING 5GL. SPEC. SINGLE SPECIFIGATION BUILDING LINE EXT. EXTERIOR LT. LIGHT SQ. 5OUARE DLK, BLKG. BLOGK BLOCKING FIN. FLR FINISH FLOOR M.D. MFR, MACHINE BOLT MANUFACTURE (R) 5TD, 51 STANDARD STEEL BD. BOARD F.D. FLOOR DRAIN MA5. MASONRY 5[OR. STORAGE BOT. BLDG. BOTTOM BUILDING F.B. FLUOR. FLOOR BREAK FLUORESCENT H.O. MAIL. MASONRY OPENING MATERIAL_ 5TRUGT. 5TRU6TURAL GAD. GADINET FT. FOOT MAX. MAXIMUM 51M. 5Y5. 5IMILAR 56TEM GPT. GLC. CARPET GEILING FTG. FNP. FOOTING FOUNDATION MEGH. MED, MEGHANIG (AL) MEDIUM 51ITG. 5HEATHIN6 GI -G, TIT, CEILING HEIGHT FURR. FURRED (ING) MEMS. MEMBRANE TEL. T.V. TELEPHONE TELEV15ION GEM. CEMENT FUT. FUTURE MiL. MErAL TEMP, TEMPERED GTR. CENTER FR. FRENCH MIR. MIRROR THRE5. THRESHOLD G. F. GLR. CERAMIG TILE CLEAR (ANGE) F.A.U. FORGED AIR UNIT M15G. M15GELLANEOU5 1110 TONGUE AND GROOVE GLO. GL05ET F.O.S. F.G. FAGS OF STUD FIXED GLA55 MIN, MLD. MINIMUM MOLDING TTP LINE TEMP ?. PRESSURE LINE COL. COLUMN F5. FREE 5rANDIN6 N.T5. NOT TO 56ALE T.O5. T.O.P. TOP OF SLAB TOP OF PLATE GONG. CONCRETE (CAST-IN-I'LAGE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPIGAL GOMR CHU COMBUSTION GONCRETE MASONRY UNIT G.A. GALV. GAUGE GALVANIZED O.G. O.H.G. ON CENTER OVER HEAD CABINET T,BM. TPL. TOP OF BEAM TOP PLATE GON5T. DONT. GON5TRUGTION GONTINUOU5 OR CONTINUE G.G. GL GENERAL CONTRACTOR GLASS, GLAZING U.H.P. OVER HEAD DOOR U.O.N. UNLE55 OTHERWI5E NOI-EP GJ. GONTROL JOINT GL BILK. GLASS BLOCK OPG. OPT. OPENING OPTION, OPTIONAL VEST. V.G.T. VESTIBULE VINYL GOMP051TION TILE GORR. CORRIDOR GYP. BP. GYPSUM BOARD 0135. OBSCURE V.I.F. VERIFY IN FIELD <.W. GER. GOLD WATER CERAMIC GYP. 6.1, GYPSUM GALVANIZED IRON PNL. PANEL V.T.R. VENT THROUGH ROOF GIR. CIRCLE GWP). GYPSUM BOARD P.BD. PL. PARTICLE BOARD- PLATE W.G. WP. WATER CLOSE WATER PROOFING CLKG GAULKING HON. HARDWARE PLMB. PLUMBING N/ WITH G.J. GEILING J015T HPR. HEADER PLWD. PLYWOOD WIN, WINDOW PET. DETAIL H.V.A.C, HEATING/VENTING/ PVC. POLYVINYL CHLORIDE w/0 WITHOUT DIAD. DIAGONAL AIR CONDITIONING P5.F. POUN05 PER SQUARE FOOT WD. WOOD PIA, DIF. DIAMETER DIFFUSER HT. (1160 H.G. HEIGHT HOLLOW GORE P.5.1. POUND5 PER SQUARE INCH Wil) WA5HER AND DRYER DIM. DIMEN51ON H.M. HOLLOW METAL P.L. PR, PROPERTY LINE PAIR W.I. W.H. WROUGHT IRON WATER HEATER D15P. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.G.B. WATER RFS15TAHT DR. DOOR N.B. HOSE BIBB REGP. REGEPTAGLE GYPSUM BOARD '2-PLEX' LOT 11 / 12 ELEVATION - "MEDITERRANEAN" I. I r 6 THE RESPONSIBILITY OF THE DR NORTON (URH) GONTRAGTOR5 TO REVIEW TLIE5E PLANS ANP WNTAGT DRH WITH ANY GONFLICT5 PRIOR TO THE BEGINNING ANY WORK, 2. DO NOT 5GALE THESE DRAWINGS, CONTACT ORH GON5TRUGTION MANAGER WITH ANY CONFLICTS IN -11-11 PLANS PRIOR TO BEGINNING ANY WORK. "' 3.1115 THE INTENT THAT THESE PRAWIN65 BE IN CONFORMANCE WITH THE 2010 FLORIDA RESIDEHTIAL``C E 8301 200 NEG AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL GODE5, ORDINANCES, LAW5, REGULATIONS AND R�5trRIGTIVE 6OVENANT5 GOVERNING TTIE 51TE OF WORK, 4.5EE DRII FOR 560PE OF WORK AND OR 5PEGIFIGATION5 FOR ADDITIONAL. INFORMATION. 5.5EE SIIEE-r 5-1 FOR GENERAL STRUCTURAL NOTE5. 6, ALL DIMEN51OH5 ARE FROM FACE OF -I%" BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL 51UD U.N.O. -I, ALL INTERIOR WALLS ARE 32" U.N.O. b. AIR CONDENSER GONG. 51._AB TO BE 4" THICK MINIMUM. WHEN PAD 15 NEXT TO LANAI, IT SHOULD BE 5AM1 LEVEL A5 LANAI. N. ALL WALL GHA5E5 TO BE GAPPED WITH 0513 BOARD AT WALL HEIGHT. 10. FIRE BLOGKING 5FIALL BE INSTALLED IN FLOOR TRU55 WEB5 EVERY 10'-O" 11.5EE STRUCTURAL 51IEET 5-5 FOR WATER INTRUSION APPLICATIONS. 12. WATER 5HUT-OFF LOCATED IN5IDE GARAGE IbABV SLAB OPPOSITE H05E BIB LOCATION ON THE EXTERIOR GARAGE WALL, 13, DRYER VENTED TO EXTERIOR THROUGH ROOF OR THROUGH WALL, 14. WALL SEPARATION BETWEEN GARAGE AND RESIDENCE AND ATTIC 5PAGE TO BE 1/2" GYP5UM BOARD APPLIE=D TO GARAGE WALL AND GEILING AREA CALCULATIONS UPPER' FLOOR LIVING AREA MAIN FLOOR LIV1\6 AREA UAL I AE UYIINCi P1 to PORCH COVERED PATIO GiARAGE P3 W,T O � SHEET INDEX - 2 STORY PLAN DATA DWN BY: R,R. CHECKED BY: D.D. . SHEET NUMBER CS ILL OF • o ,o 1() N � N m� = 0 o lO N • w� v?A N V1 v � A o � d 0�6o 3 • s c O � SHEET INDEX - 2 STORY PLAN DATA DWN BY: R,R. CHECKED BY: D.D. . SHEET NUMBER CS ILL OF m ? 1() N � N m� = o lO N • w� �i N V1 v � W o � d 0�6o 3 zap N c aFa� O � SHEET INDEX - 2 STORY PLAN DATA DWN BY: R,R. CHECKED BY: D.D. . SHEET NUMBER CS ILL OF �i d) O � SHEET INDEX - 2 STORY PLAN DATA DWN BY: R,R. CHECKED BY: D.D. . SHEET NUMBER CS ILL OF QH + A/C CONDENSER PAD VERIFY SIZE i LOCATION u IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MAW. aH -1-- CONE. PATIO CONG. PATIO /M II'•2' INDICATES I - 15 VERT, REBAR IN MASONRY CELL FILLED SOLID V CONCPETE. VERT. REINF, SHALL BE HOOKED INTO BEAN AE30YE T FTG. BELGW PROVIDE 25'1`11N. LAP WHERE SPLICED AND WIRE TOGETHER -}- HB w -CLF -1- HE3 r�. FOUNDATION PLAN SCALE: 1/4'. 1'-0' 5 L /4 L L GnETNL �- DENOTESR EC;177 IN SIA5 4'' DENOTE5 STEP DW AND MEAWREMENT IN 5LAF) V -21V-2' ® DENOTES ONE 15 VERT. REBAR VIII 501-0 9 COLUMN BASE. II' -2' Ct I' I' 2'-8' Qu `b I CF3 n \_F5 ■ ■L _■ NJ ■ ■ ■ NDICATE5LOPENING • I ■ ■ - - - _ ■ L---- w _ — — — T- r ® I 1-1/2' IN WALL ADOVE - 1 - _ __ _ ■ ■ I — - — — — — — — 1 D RECE55 FOR I/2" U RECE55 FOR ■ SLIDING GLASS DOOR F 1 I 5L (DING GLA55 DOOR �I I I I I I I I I _ _INDICATES OPENING IN WALL ABOVE TYP. ■ I I '� I 1 ■ 1 V-3' I 5.3 TO PLUMB IVALL FACE I I I TO PLUMS WALL FADE I I I ® i I '_ L � �_ I I I I I I ■ — 1 ■ I I I I I I 1 L I FLA IAV 1 ' I I s. �r i I I ■ WI4�,- I WIG I I r. I I � I r � uIH L_I�. a I--4-1 ----- _ _ _ r- — I 6'-4' 61.0. t--- 2' L 2 3' ® 1 BOLLARD I I I I I I I I I I I 1 BOLLARD I I I I T I I I > I1L1 w LIA I I/ I L_� I "I L_-1 1 1 I ELEVATION AT 0'•0" (ASSUMED) I 4' THICK, 2500 P5.1, CONCRETE I 1 1 4" 51 -AB ON GRADE W/ 6x6 4 WELDED WIRE MESH OR FIBER I I l MESH OVER, MIL VAPOR ® I I I FARRIER ON CLEAN, WELL- 1 1 1 COMPACTED, GRANULAR FILL. I I 1 RECESS (- FOR DOOR — '� L -FOR L f--, T I CF 11/2' D RECESS I 1 J DOOR _ — — — 1-I — — 12'-4' 12'•4 1 I — n 3/4'D RECE55 FOR I GARAGE DOUR I ----- —� ®■ '-I- �f, _ ILL —jL L — �■ ■ i _ ``' — ■� s� — `" _ ■ I 3l4'D RECE55 FOR I GARAGE DOUR 1 ■ L-- I ■ v� - ■ ■ ■ ■ ■ _ - ■J ■ CFI G� LF5 0 a'•a' 8' 11•6' 51•0' a' 2'•4' 2'-4' a' -�' 13'-0' 424' INDICATES I - 15 VERT, REBAR IN MASONRY CELL FILLED SOLID V CONCPETE. VERT. REINF, SHALL BE HOOKED INTO BEAN AE30YE T FTG. BELGW PROVIDE 25'1`11N. LAP WHERE SPLICED AND WIRE TOGETHER -}- HB w -CLF -1- HE3 r�. FOUNDATION PLAN SCALE: 1/4'. 1'-0' 5 L /4 L L GnETNL �- DENOTESR EC;177 IN SIA5 4'' DENOTE5 STEP DW AND MEAWREMENT IN 5LAF) DENOTE5 ONE �5 VERT. REAR 'FILL 50LID FROM IFT6, TO TIE SEAM ® DENOTES ONE 15 VERT. REBAR VIII 501-0 9 COLUMN BASE. M(-')NQL_ I TH I ry, 1=(-)OTI Nr Ih"N x 20"d (,ON(.. Y<..:)NOLITHIcI, F-OUNDATION LN/ (:2) REOAR CONTINUOUS. E -X -r r,10R FI FOUNOATION POIJR'P 50LIO w/ c',0NG. 5L_A5 ON GRADE. 5EE C,05TRU(�TION L-) .-rAiL5 �OR APPITIONAL_ INFO. 16"ua x 12"d C:ONC , M0N0L1TNIC FOLINDA'rION .0 (2) 15 RE54F GONT1%(XI5. IN-rER IOR F) FOLJNDAIION FOU12ED 50LID ua/ CONC. SLAB C ON C:il 4[)E. ,SEE CONST RUCTION DETAILS FOUR ADDITIONAL INFO. 12"w x a"d CONC. 1'10NOLIT111C 7'01LINDATION Lu/ (1) ra PEF3Ar? C:ONTIN(Z-X� 5. EXTER10F MJF' FOUNDATION POURED 50LID Lu/ GONG. SLA'a ON e$FRADE. SEE G0N5'rRZ TION DETAILS FOr' ADDITIONAL INF=O. 24"w x 12"d GONG. MONOLITHIC FOUNDATION W/ (3) ;5 REDAR C0NTINL101,15. INTErR10F (O -FL FOUNDATION POLI RED SOLID w/ CONC. SLAE3 ON GRA-E�€. SEE CON�YrRUCTION DE•rAILE� FOS' ADDITIONAL INFO. 20"u, x 20"d GONG, MONOLI"rglC FOUNDATION w/ (3)15 FSE BAS CONTINUOUS. EXTEi,IOf� �F) FOUNDATION r�OURES SOLID W/ CONE. SLAB ON GRAPE. SEE CONSTRUCTION L-)ETAIL5 F0 ADDITIONAL INFO, TO THE BEST OF THE FNGINI=ER'S KNOV^LFDC>F, THE PLf\NE AND SPEGIFIGATIpNS COMPLY WITH THE MINIMJM R'-.EOUIREMENI-S OF THE FLORIDA EUILDING (-ODE - RESIDENTIAL 5EC7ION F.50I(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY %KITH THE FLORIDA E31JILDING GODF, SECTION 1601:i FOR 1531 MPH WIND ZONE (2010 EDITION) THIS DR/ -\WING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR UNTIL THE REOJIREMENTS OF THE FLORIDA FUILDING CODE 15 GHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE STRUCTURAL PORTIONS OF THE DRAWING ONLY. ARGHITEGTURf\L, ELEGTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT GO\/EKED UNDER THIS 'E/ -\L. NOTE: IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO RE\/IEW ALL DRAWINGS BEFORE GON5TRIJGTI0N BEGINS. THE ENGINEER OF RECORD 15 RESPONSIPI..F FOR THE STRUCTURAL INTEGRITf OF THIS PROJECT ONLY. ANY D15GREPANCY BETWEEN FIELD GONUITIONS, OTHER DESIGN PROFE551ONAL5' SHOP DRAWII IGS, GONTRh\G'�ORS' EUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUT of ER0J(v-HT TO THE ATTENTION OF THE ENGINEER OF REGOR.D PRIOR TO THE COMMENCEMENT OF GONSTRIJ(--rioN. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY c� CONSTRUCTION. THE STRUGTURE5 GROUP 15 NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUGTIJRES GROUP IS RESPONSIDLE FOR PRO'OSEL7 CHANGES "L) TO ORIGINAL STRIJGTURE SHOWN ON THESE PAGES ONLY, THE v 5TRUGTURE5 GROUP IS NOT RESFON51DLE FOR EXISTING :�TRUGTURAL GOMPONENT5. The Structures Group, Inc. Dr. Nick M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8950 1711 N. Armenia Avenue, #B '1'EIIapa, l''L 33607 Phone (813)877-342t Fax (813)875-9320 tivww.;��trucLures-Gros-ip.corn COMP FILE COMMUNIJ'( lot . blk • I SSUED q.5.13 REVISED X1.13.13 s e e FOUNDATION PLAN • FOUNDATION DETAILS • s s e DWN Y: R.R. CHECI D BY: D.D. �, e S E T NUMBER " 1.0 • � e Ct Qu `b � n e --I • e e FOUNDATION PLAN • FOUNDATION DETAILS • s s e DWN Y: R.R. CHECI D BY: D.D. �, e S E T NUMBER " 1.0 • � e a W) 8H -1 SII A/C CONDENSER PAD VERIFY 51ZE d LOCATION IN FIELD. VERIFY GONDEN5ER TO PAD CONNECTION WITH MANUF. L) E ,,4.0 aH -}- Ali-V r II'•2' 19'•8" II' -2' 5'-1' 5'-1' 9'•6' 8' 9'•6' S'-1' 5'-1' PLATE uJ/ (2) 51MP50N L5TA24 ,� EA. END. FIRE-RE515TANT GMU HALL N/ 2" (NOM.) FURRING EACH 51D2 ® DENOTES ONE U5 VERT. REEAR CSL L FILLED SOLID FROM FTr. TO TIE DEAM I I INT. BE/hRINC-i FRAME NALL- SFE PLOOR FLAN FOR HEIGHT. =� JACK P05T5 lu/ 51MP50N lu/ (U 51h1P50N I8,500 INT. NON -SEARING NALL- SI^E FLOOR FLAN FOR WIGHT. © ((S J FA` 9'-6'Xa'-0" FARO FT TO ORIGLNAL 5TRUCTJRE SHOWN ON THESE PAGES ONLY. THE 3.24 4.0 14' GOMFONENTS. p l_ INTELI-f!JL j u 8' wz� 2450 5H 305 LI 8' wl L I 8' J�) C )C-) 5H 2450 5H 4' 8 I�' .o 8 I�' _ 8' w>I LI 3' ung C C� C C.-/ LI 8" wz L� �_)C_ (Lz� C-:ON5TFRUCTION DETAILS ON THE 3' 9 CON5TUCTION DETAIL 51-IEET5, 31100 L 5 (L2� 2450 5H 305 GN� 2450 5H GFOUTED SOLID w/ (1) 05 FREBAR IN COV RED PATIO PREGA5T LINTEL AND KNOCK -OUT BLOC, CLJ COVERED PA 10 COUP5E ADOVE, IN5TALL AS PER o; 9'-4' GLG. 9' 4" CI -6. a, CONSTRUCTION DETAIL 5HEET5. 0080 5.G p. SHALL BE 5UP PO RTED DURING CONCRETE a0a0 S.G.D. Gu R E. (w( (L) (wl) (L2 ) ea �, GREAT ROOM GREAT ROOM 9'-4' CLG. 9'-4' GLG. (wL 1 2'-9' 4'-6' 214 11•5' 4'-4' 4'-4' 1'-5' 2'-0' 4'-6'2'•9' �, 36' H. FLUSH ISLAND (UL - 36 H. FLU51 16LAND-, — E)AR TOP BAR TOP REF. I — —� REF. 11-41 I I — - I U - Q El ❑I` I x O � A / -;c GI 10CJ ci VDA FED. LAV D � v CA ll J I ` KITCHEN KITCHEN rp `� _` v s I-4 9 4 CLG. y ' ' PDR HI ' PDR Nl v 9'-4' CLG. - 9 GLG. 9'-4' (--LG. — 2868 — — — — — — w _ 2a%a PANTRY �) _ 'LoJ 2' � u I _i i —4'=4' — 2'•4' 41•4' — 4 =4'— 4'•4'x— 2.4 (HI \ WALLS 4 CEILING TO-- - _ ✓ ; _ � - IUALI � 4 CEILING TO rE FINISHED � — _' BE FIN15HED UJ/ 112' GYP BOARD U1/ 1/2" GYP BOARD GARAGE UNDER STAIRS UNDER STAIRS GARAGE 9'-4' CLG. Lu —' STAIR DATA 11 TREADS 10° r STAIR DATA Il TREADS, 9 10 ' 9' 4' GLG. B� LLB 3'-6' GLR 3' 6 CLR 1 L la RISERS a 1.38' ,,_B W/ I' NOSWG FOYER 18 RISERS 1.3?' FOYER Ul/ I" NU51Nr� Lu I s o CLG. OF 9' 4' GLG. fa IL w n- UP 12 4 4'-4' 4'47 4'-4' 4'-4' 12'-4' FINISHED (WALLS TO ALIGN HANDRAIL INSTALLED L HANDRAIL INSTALLED VERIFY IN FIELD -- LL, r1 436' ASV. STAIR fl 436" ASV, 51'AIR r. LL, _ N INC OR LANDIZ N05ING OR LANDING 3 , I LL V Lu LLB (c� (L�2 PIORCH PORCH, �, 10.8 CLG. _ 10'•8 CLG. _� -ter o in yn � w (Ll I 8010 5ECr. 8010 SECT. GARAGE DOOR D" B raSEDOOR RA (w?) (L� 4.0 1 �� z� CE� 44' I'-4' 4'10' 1'4 4'-0' 8' 2'-6' 8'-0' I 13'4 1610, 420' } HS A/C CONDENSER FAD VERIFY 51ZE 4 LOCATION IN FIELD, VERIFY CONDENSER TO PAD CONNECTION WITH MANUF. c� L LuLu t HS 4.0 w Y `11 -\\LL ® GMU WALL. 24.0 GMIJ WALL N/ I" (NOMJ FURRING. PLATE uJ/ (2) 51MP50N L5TA24 ,� EA. END. FIRE-RE515TANT GMU HALL N/ 2" (NOM.) FURRING EACH 51D2 ® DENOTES ONE U5 VERT. REEAR CSL L FILLED SOLID FROM FTr. TO TIE DEAM �J INT. BE/hRINC-i FRAME NALL- SFE PLOOR FLAN FOR HEIGHT. =� JACK P05T5 lu/ 51MP50N lu/ (U 51h1P50N I8,500 INT. NON -SEARING NALL- SI^E FLOOR FLAN FOR WIGHT. © ((S J INDICATES AGGE5515LF DOORNAY SHEAR CALCULATIONS NOTE: ALL CMU 11ASONRI' IUALL5 DESIGNED TO RE515T WIND INDUCED SHEAR FORCES. SHEAR WIND FRESSURE = 35 FSF 2ND FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORCE SNEAK UJALL REOUIRF: SHEAR UJALL PROVIDED = SAFETI' FACTOR 2. SIDE - SIDE DIRECTION SHEAR FORCE _ SHEAR WALL REUIJIRED - SHEAR U)ALL PROVIDED = 54FETf FACTOR 15T FLOOR LEVEL I. FRONT - BACK DIRECTION SHEAR FORCE SHEAF, WALL REOUIRED SHEAR UJALL PROVIDED SAFETY FACTOR 2. SIDE - SIDE DIRECTION SHEAR FORCE SHEAR WALL REOUIRED = SHEAR WALL PROVIDED SAFET'i' FACTOR MAIN FLOOR PLAN SCALE: 114' - 1'-0' (T« r- h -IQ) (>) 2" X 12" PRE55UF,E TF'EATED WOOD LEGDER N/ %`(P EPDX ( AN< -;,HO BOLT5 - 51='AGED © 24'' OL. (TWO R'ON5 5TA(56t=R CtL� PATTERN) INTO MASONRY/(,ONGr?ETE %NALL. W' EME))Er)MENT IN GONGRETE W/ 51MPSoN SET E��OXY). LEI:T 6t!-�'. 5r.�EL%LE (2) >" X b" FRESSURE TREATED WOOD 1=GDER N/ %''(P EPDXY ANC.HOF: DOLT 5 -- 5FA(2-P @ 24" OL, (TNO F-:OW5 STAG5EF- PATTERN) INTO MASONRY/GONGFETE NALL. (o" EMDEDMENT IN <,ONGP,ETE N/ 51Mfi-750N 5ET EPDXY). >T.l_J(.TURALr Nr -T ATTACH QUO X-) �RAI'IE WALL TO r-IA�3ONFD'r UG, 1w/ EF)OX-t' ANC.kl0R 501_T5, SPACED 24" O.G. ((o" EMBED. 6Il''IP50N 5ET EPDX`r') (3) 2"X4" IUD. JACK POST LU/ (2) 51C 1P5oN L5TA24 (IUD. BEAM) OR (U SIMPSON HTT4 (MA3ONR"r/ CONGPETE) 9 BASE. U,N O. E')LOr,K F)EAI=RINC: SOLID. HF--Ar>F :�>C= HFz-r:) JL_E (2) 2"X,3" USE), HEADER Lu/ 1/2" PLY. WD, FLITCH PLATE lu/ (1) Sl1'1P50N L5TA24 /s EA. END. +1 5UPPORT ENDS w/ (3) 2"X4" (11IN. DEPTH) BUD. JACK, f 05T5 lu/ 51I'lF'50N w/ (U 51MII NTr�T (l`IASONr�'Y) OR (1) 5IMF501N L5TA24 (IUD. BEAM) �@ Er -)ASE U.N.O. 24000 L6 (2) 2X12 WD. 4-IEADEtsR u)/ I/2. PLY, . USD.IITCN 24.0 FT PLATE uJ/ (2) 51MP50N L5TA24 ,� EA. END. 5,15,5,15,CH FT � `aUF POET ENDS w/ (3) 2"X4" (MIN. DEPTH) USD. �J GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY =� JACK P05T5 lu/ 51MP50N lu/ (U 51h1P50N I8,500 LE3 HTT4 (1-14\50NRY) OFR (2-) SII FSON L5TA24 18.5 FT (WE). DEAll)'a E345E U.N.O. o0 FT TO ORIGLNAL 5TRUCTJRE SHOWN ON THESE PAGES ONLY. THE 3.24 5TRUGTJRE5 GROUP 15 NOT RE5PONSIBLE FOR EXI5TING STRIJGTURAL - GOMFONENTS. p l_ INTELI-f!JL O 0"X8" r-=REGA��T LINTEL GROUTED 501-1_) w/3 .o 1-5 FT _ (1) # 5 F E13AP. INSTALL A5 PEER 144 FT. C-:ON5TFRUCTION DETAILS ON THE 3' 9 CON5TUCTION DETAIL 51-IEET5, 31100 L 5 8"XIo" MA50NrRY COMFD051TE F)E4I1 31.0 FT GFOUTED SOLID w/ (1) 05 FREBAR IN .34 .0 1.01 FT PREGA5T LINTEL AND KNOCK -OUT BLOC, CLJ COUP5E ADOVE, IN5TALL AS PER c.oNs,rFUCTION DETAIL5 ON THE CONSTRUCTION DETAIL 5HEET5. NOTE: ALL PRE C.AST/PO. E: RUOX LINTELS SHALL BE 5UP PO RTED DURING CONCRETE Gu R E. TO THE EFST OF THE ENGINEER'S KNOWLEDC>F, 'THE AND SPECIFICATIONS GOMFL'i WITH THE MINIMUM RE6-21JIREMENTS OF THE FLORIDA BUIL DING GODE - RE51DENTIAL SECTION R301(2010 EDITION) PLANS AND 5PEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 16Oq FOR 13G MPH WIND ZONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 516NED AND SEALED OR UNTIL 'THE REOUIR.EMENTS OF THE FLORIDA F31JILDIN6 GORE 15 CHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE 5TRUGTURAL FORTION5 OF THE DRAWING ONLY. ARGHITE GTURAL, ELEGTRIGAL, OR MECHANICAL DETAILS, IF 5HOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER 'THIS SEAL. NOTE: IT 15 THE GONTR.AGTORS RE5PON51511LITY TO REVIEW ALL DRAW NGs BEFORE GONSTRIJGTION DEGINS. THE ENGINEER OF RECORD IS RFSFONSIDLE FOR THF STRUGTJRAI INTEGRITY OF THIS FRV- )SGT ONLY. ANY DISGREPANGY BETWEEN FIELD CONDITIONS, OTHER DE510-N PROFE5510NAL5' SHOP DRAWIN65, GONTRACTOR5' DUILDING METHODS, AND THESE SIGNED AND SEALED ORAWINC25 cr) cD MUST DE BROUGHT TO THE ATTENTION OF THE ENGINEER OF REGORD Kr PRIOR TO THE COMMENGEMENT OF GONSTRIJGTION. �J GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY v GON5TRUGTION. THE STRUGTJRES GROUF 15 NOT RESFONSIBLE FOR ANY DIMENSIONS. a. THE STRUCTURES GROUP 15 RE5FONSIDLE FOR FROP05ED CHANGES TO ORIGLNAL 5TRUCTJRE SHOWN ON THESE PAGES ONLY. THE 5TRUGTJRE5 GROUP 15 NOT RE5PONSIBLE FOR EXI5TING STRIJGTURAL GOMFONENTS. p O The Structures Group, Inc. Dr. Nick -M. Bradford, P.E. S.E. FL. Reg. #52585 CA 8956 ' 1714 N. Armenia Avenue, //B 1,aT ipu, FL 33607 Photic (813)877-3421 F'aY (813)875-0320 www.Str•licil-rtes—Crroup.con> COMP FILE COMMUNITY lot . blk 1 SSUED 1.3.13 RE0SED q.13.13 • MAIN FLOOR PLAN • FLOOR PLAN NOTE5 ' 4 • DW BY: R.R. • CHE ED BY: U.D. "m, • SF EET NUMBER 2.0 Cn u • MAIN FLOOR PLAN • FLOOR PLAN NOTE5 ' 4 • DW BY: R.R. • CHE ED BY: U.D. "m, • SF EET NUMBER 2.0 42' 1'-4' 6'-4' (wl) (LI) (wl ) (LI 1 (U -i,) ( LI 3050 51-1 EGREk= 3050 511 EGRE55 3050 5P EGREc 1'-4' 3050 5H EGRE55 9'-0' p 111 a !1101 6(,4L"r-: : 1'-0' WALL~ LE(- END e COMMUNI [Y lot. blk GMU WALL. q.5.13 GMU WALL W/ I" (NOM.) FU><:RING. 11.13.13 FIRE-RESISTANT (,MI) WALL W/ (NOM) URRING EACH SIDE 9 DEN07E5 ONE #5 VERT. RE5AR C1221-1- ELLFILLED SOLID FROM FTG. TO TIE BEAM FILLED INT. BEARING FRAME NAL L- SEE FLOOR PLAN FOR HEIGHT. ® INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT. NDICA7E5 AGGESSIBLE DOORNAY /��OWNER'S OWNER'S--, Lav �� Lav BATH a' 4" GLG. 6' 12' Za6a II' 12' Ii' BATH - 9'-4' GLG. II' ::9 6` ' 2a6a � ,Il -< 'a s> L I 1 Ca i C� " i'�,1 r - " 4'-1' 4' 1' ` (U �1 LU1) ` OWNER'S s OWNER'S W/G SUITE SUITE IF425 5'•4" CLC. a'-4" GM'lXo IF, 42, w I ► W I ly-8' I' 4 4' 1' 3' 9' 4'•1' 4'-1' 3' GLG. 9' 4'•1' S' 1' pry °v- I 2a69 296a I W.I.C. ISS a'•4' GLG. 1 > I W.I.C. 19'-4' GLG.U�a BEDROOM 3 9'-4' GLG. I BEDROOM 3 a'-4' GLG. I 5EE MAIN FLOOR I 2a6a SEE MAIN FLOOR FOR STAIR DATA DN _ �a6a 4P Ld wl t, LI) i i J1 FOR 5TAIR DATA DN 4069 PAI 1 n 22' 30" ATRIC CrE553' 6' CLR 22' , ATRIG AES` I'-- 1406a PAIR 15v u> I I. C. a' 4' CLC. W.I.C. a'-4' CLC. v 3' 6' GLR KX R�5 V-�' F235 n -A X4.0 X6 MI 5 7N A/ W/G BATH .r R a' 4° , 6. ix 42'H.-/ KNEEUJALL K5 \-42'H. KNEEIUALL 5H R LAV � �' 6 4TH 2 11.)� _ A A c> � C) 4'.01 31-1 1.41 4'.0' T-4 3' 1' 51-101 3'-3' a { -- 2M, — HANDRAIL INSTALLED a RAS AE3v. 5TAIR N051NG_,. H4%3 o r 0 2969 HANDRAIL IK'rALLE)I — — — +36' AE3v. 5TAIR N051N6 f I ------ - - — -- — - OR LANDING ------- OR LANDING - `r 4m PAIR PAIR cq cu I — —1 C F— I c) c� w LAUN Y� A2 CLr . I .� I�' I IxI L ! = 1 NDRY, 3 F— .I al 4 L�. wI BEDROOM 2 - I-1 -- - LL_I —� — -- BEDROOM 2 WWA IK a 4 GL( V-4'GLr3. I 16'X36' F.G. 6'XM F.G. c- 16'X36' F6. CLO 16'X36° F.G. (w1) (w� I (w1) (w) p 111 a !1101 6(,4L"r-: : 1'-0' WALL~ LE(- END e COMMUNI [Y lot. blk GMU WALL. q.5.13 GMU WALL W/ I" (NOM.) FU><:RING. 11.13.13 FIRE-RESISTANT (,MI) WALL W/ (NOM) URRING EACH SIDE 9 DEN07E5 ONE #5 VERT. RE5AR C1221-1- ELLFILLED SOLID FROM FTG. TO TIE BEAM FILLED INT. BEARING FRAME NAL L- SEE FLOOR PLAN FOR HEIGHT. ® INT. NON-BEARING WALL- SEE FLOOR PLAN FOR HEIGHT. NDICA7E5 AGGESSIBLE DOORNAY (3) 2"X4" BUD, JACr: TXT RAI5ED BANDING (+I/2') 4'XIa' RAI5ED BANDING (W) a'X4' RAI5ED BANDING (42') a' 1 - FOAM DETAIL I 5C4LE: 3/4' - I'-0' -- - DECORATIVE CORBEL 4' BANDING (;2, o/ 12' BANDING l4 F -� WIND( -r HD. E c� W -4� DECORATIVE WINDOW SILL DETAIL 5CALE: 1112' = I'-0" MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTACHMENT AS REQUIRED BY CODE DECORATIVE FOAM TRIM SAND FINISH 5T000O FINISH PAINTED TRIM GOLOR DECORATIVE 51.107-FER5 NINDON FRAME MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTACHMENT A5 REOUIRED 8'( GODS DECORATIVE SHUTTERS NINDON FRAME 5AND FINISH STUGGO FINISH PAINTED TRIM COLOR DECORATIVE FOAM SILL MAINTAIN MIN. D15TANGE FOR HURRICANE SHUTTER ATTAGHMENT AS REOUIRED E3'( GODF-- (3 SI�LITTER DETAIL SCALE: V? =I 0 FOAM CORBEL DETAIL C�T SCALE: 1112 = I'-0" :CTURAL COMP051TE ROOF SHINGLE- TYP DOW -r co NQ. FLR ). HT. 74 W RIGHT ELEVATION 5CALE; 1/4" -- 1'•0" NV HD. HT, FLUSH 5TUCG0 TO MA MAIN FOODY FIP DECORATIVE SHUTTER - 1 (5EE DETAIL 3IA FI_$_ N. 2ND. FLR ,HITECTURAL COMPOSITE ROOF SHINGLE- TTP. BANDING (+1.57 3RG. Hr. WINDOW HD, HT. TIVE'NUTTER - TTP. rAIL 3/A3.0) 3ANDINCG 02.07 2' BANDING (+1.0' L 2ND, SLR T.O.M. r. WINDOWWINDOW I T.O.N. A, qr ot HP, NT. ``----COACH LI61-IT+12'A.T.O.6. �aBANDING (+1.57 � ' _ WEEP SCREED 0P'CREED __ _ — — \ -- C/1 — —---------- —--- L4'1 i FRONT ELEVATION 5CALE: 1/4' - 1'-0' NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTER5ECTION5, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHTS WITH FINAL TRU55 LAYOUT5 EXTERIOR FINISH NOTES. Q) CEMENT PLASTER RN15H OVER CONCRETE MA50NRY SHALL DE 5/V THICK TEXTURED PER COMMUNITY 6PECIFIGATICN5. CO GEMENT PLASTER RN61-1 OVER FRAMED WALLS SHALL DE 1/V (3 -GOAT) TEXTURED PER COMMUNITY SPECIFIGATION5, OVER ASPHALT IMPREGNATED PAPER SACK WIRE LATH, OVER HOU5E WRAP o/ EXTERIOR 5HEAT*6 PER 5TRUCTURAL DRAVN65, LATHE TO DE FURRED OUT FROM DAC.K.ING BY AN APPROVED METHOD, FBG R'103.6. �J FRONT ELEVATIONS: BANDING, MOLDING, GOLUMN5 4 TRIM 5HALL RECEIVED A 5AND FINISH, SEE ELEVATION FOR DEPTH OF R45ED BANDING. �J 51DE T REAR ELEVATION: BANDING AROUND WINDOIJJ5 s DOORS MAYBE OPTIONAL 4" 5CORED OR OPTIONAL I' RAI5ED BANDING PER C91MUNITY 5f--'EC5 -5EE COMMUNITY 5F='ECIFIGATION5 OR CONSULT EMERALD HOMES CON5TRUCTION MANAGER. 5� ROOF COVERING: ,SEE COMMUNITY SPECIFIGATIGN5 OR CONSULT EMERALD HOMES CON5TRUCTION MANAGER, 5EE 5TRUCTURAL 5HEET5 FOR 5HEAMING RE0,11REMENT5, TO THF E3EST OF THE ENGINF_.F_R'`J KNONLEDGE, THF PLANS AND 5PEGIFIGATIONS GOMIPLY WITH THE MINIMUM REOIJIREM-NT5 OF THE FLORIDA BUILDING GODS - RESIDENTIAL 5E( -TION 8301(2010 EDITION) PLANS AND SPEGIFIGATION5 COMPLY WITH THE FLORIDA BUILDING CODE, SEG TION I6011 FOR 13q MPH WIND GONE (2010 EDITION) THIS DRAWING 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 510-NED AND SEALED OR UNTIL THE REOUIR.EMENTS OF THE FLORIDA BUILDING CODE 15 GHANGED. TH15 DRAWING 15 SIGNED AND SEALED FOR THE 5TR1JCTURAL PORTIONS OF THE DRAWING ONLY. ARr�HITEGTUR.AL, ELEGTRIGAL, OR MEGHANIGAL DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE ONLY AND ARE NOT COVERED UNDER TH15 SEAL. NOTE: IT IS THE GONTRAGTORS RE5PON5I5ILITY TO REVIEW ALL DRANIN65 BEFORE GON5TRUGTION BEGINS. THE ENGINEER OF REGORD 15 R=SPON5IBLE FOR THP 5TRUCTURAL. INTEGRITY OF TH15 f ROJEGT ONLY. ANY DISGREPANGY EETWEEN FIELD GONDITIONS, OTHER DESIGN FROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' OUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE 5ROIJGHT TO THE ATTENTION OF THE EN(�,INEER OF REGORD PRIOR TO THE GOMMENGEMENT O - GONSTRUGTION, CONTRACTOR TO \ F F'( t\LL L>IMENSIONS PRIOR TO START OF ANY GONSTRUGTION. THE 5TRUGTURES GROUP IS NOT RESPONSIBLE FOR AN'( DIMENSIONS. THE 5TRJGTURES GROUP 15 RESPONSIBLE FOR PROPOSED GHANGE5 TO ORIGINAL STRUCTURE SHOWN ON THESE PAGE -5 ONLY. THE 5TRIJCTJRES GROUP IS NOT RESPON515,LE FOR EXISTING 57RUCTURAL GOMPONENTS. The Structures Group, Inc. Dr. Nick iM. Bradford, P.E. S.B. F'L. Reg. #52585 CA 8956 171.4 N. Armenia Avenue, #B l'arnpa, F'L 33807 Phoiw (813)877-3121 Fax (813)875-9320 WWW.StrLlctilreS—GI.OLLP.Corn COMP FILE GOMMUNITY lot , blk ISSUED q.5.13 REVISED SLI>.13 • s Q5 q _. 'O.N W L D � y 4 w� vi q 4t, o F�7 w�o CQ cu za77� o E AG, -AFP. •FRONT I RIGHT ELEVATION5 • ELEVATION DETAILS s - • UWN BY: R.R. • • CHECK .0 BY: U.U. • 1\ • SH T NUMBER • 3.0 • 0 • WIT 1 r 2013 • s C/1 s • •FRONT I RIGHT ELEVATION5 • ELEVATION DETAILS s - • UWN BY: R.R. • • CHECK .0 BY: U.U. • 1\ • SH T NUMBER • 3.0 • 0 • WIT 1 r 2013 ARCHITECTURAL COMP051TE ROOF SHIN- - FWIND� Fr Tr m -IF ARCHITECTURAL COMFO511E ROOF SHINGLE- TTP. w 3RG. HT. WINDOW HD. NT, FIN. 2ND. F R AI5ED HEEL WINDOW WD. SIT. (-*IV T.0.5. =.r W r- 5ANDING (+2.0') 12' BANDIW, 0. FL.R OK � VOW ), NT, .0.5. 1!�- LEFT ELEVATION SCALE: 1/4' -- 1'-0' NOTE: FLASHING SHALL SE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. WALL HEIGN1`5 VERIFY ALL F)EARING WALL HEIGHTS WITH FINAL TRU55 LAYOUTS EXTERIOR FINISH NOTES. (D CEMENT PLASTER FINISH OVER GONGRE'fE MA5ONRY SHALL BE 5/3' THICK TEXTURED PER COMMUNIT), 6PEGIFICATION5. () GEMENT PLASTER FINISH OVER FRAMED WALLS SHALL DE 1/8' (3 -COAT) TEXTURED PER COMMUNITY 5PEGIFIGATION5, OVER ASPHALT IMPREGNATED PAPER LACK WIRE LATH, OVER HOUSE WRAP of EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS, LATHE TO SE FURRED OUT FROM SACKING BY AN APPROVED METHOD, FSG 81030, (� FRONT ELEVATIONS: BANDING, MOLDING, COLUMNS I TRIM SHALL RECEIVED A SAND FINISH. SEE ELEVATION FOR DEPTH OF RAISED SANDING. C4) SIDE R REAR ELEVATION: BANDING AROUND WINDOW5 d DOOR5 MAY BE OPTIONAL 4, 5GORED OR OPTIONAL I' RAISED 5ANDIN(i PER COMMUNITY 5PEG5 -SEE COMMUNITY 5PEGIFICATIONS OR GON51ULT EMERALD HOMES CCN5TRUGTION MANAGER. C5) ROOF COVERING: SEE COMMUNITY 6PECIFIGATION5 OR CONSULT EMERALD HOMES CON5TRUGTION MANAGER. SEE 51'RUG(URAL 5HEET5 FOR SHEATHING REOUIREMENT5. TO THF PFST OF THF .ENGINEER'S KNONLEDGE, THE PLANS AND SPEGIFIGATIONS COMPLY WITH THE MINIMUM REG2UIREMENT5 01= THE - FLORIDA BUILDING (-ODE - RESIDENTIAL SEG"TION R301(2010 EDITION) PLANS AND SPEGIFIGATIONS GOMPLY WITH THE FLORIDA BUILDING GODE, SECTION 16011 FOR 1311 MPH WIND `LONE (2010 EDITION) THIS DRANING 15 \/ALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED OR UNTIL THE REOUIREMENTS OF THE FLORIDA BUILDING GORE 15 CHANGED. THIS DRAWING 15 SIGNED AND SEALED FOR THE STRIJGTURAL PORTIONS OF THE DRANING ONLY. ARGHITEGTJRAL, ELECTRIGAL, OR MECHANICAL DETAILS, IF SHOWN, ARE FOR \/I5UAL REFERENCE ONLY AND ARE NOT GO\/ERED UNDER THIS SEAL. NOTE: IT 15 THE CONTRACTORS RE-5PONSI5ILITY TO REVIEW ALL DRAWINGS BEFORE GONSTRIJGTION BEGINS. THE ENGINEER OF RECORD IS RESFONSIBLE FOR THE STRJGTURAL. INTEGRITY OF THIN F'ROJEGT ONLY. ANY DISCREPANCY DETWEEN FIELD GONDITION5, OTHER DESIGN PROFESSIONALS' SHOP DRANING5, GONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND 5EALE17, DRANINGS MIDST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE GOMMENGEMENT OF GONSTRIJGTION. GONTRAGTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY GON5TRUCTION. THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR ANY DIMEN51ON5. THE 5TRUCTIJRE5 GROUP IS RESPONSIBLE FOR PROPOSED -HANCGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. THE STRUCTURES GROUP 15 NOT RESPONSIDLE FOR EXISTING STRUCTURAL COMPONENTS. The Structures Gro Dr. lKick M. Bradford, Y.B. PL. Rea. #52585 CA 8956 1711 N. Arrneriia Avenue, 'I'arripa, P'L 33607 Phone, (813)877-3,121 Inc. S.B. #3 F'ax (81'3)875-9320 WWW.��trL1Ct.Ur'CJS-C;r'011[�.COC 1 I • e COMP FILE GOMMUHI FY lot . blk ISSUED 93.13 REVISED �i.13.13 • s s p s CQ c7 _ � o k� E- 00 m co ao w v �y w� uj U c� r4 0 w u OV4, MtU. a 2w��Ic� � w co Q � x v' zao z aav� e REAR 3 DEFT ELEVATION5 e ELEVATION DETAIL.5 • s • DwBY: CFIE I'�D C%1 K.R. D.D. • e • e REAR 3 DEFT ELEVATION5 e ELEVATION DETAIL.5 • s E -F NUMBER • /1 '3.1 e OF e • DwBY: CFIE I'�D BY: K.R. D.D. • E -F NUMBER • /1 '3.1 e OF e wm. RAKE WALL DETAIL (a� PARTY WALL SCALE: 3/4' = I'•0' 21 A. w CAST N PLACE CONCRETE WALL CAU. WALL RAKE WALL DETAIL ENVY PARTY WALL 5RG. HT. 19'-4° iI r LL r t FIRE STOF 4' O' 4'.0' I------------------ V / / 1—r I —1 I LU /I .Y / I I'-2' TYP. a GAELE ol/ I I 12 ---->,------------- J ----------- ----�. OADLE END WALL — CiAbLE ENG) JALL am-STSIM7I_nl SGALF: 1/4' -- 1'-0' a CD 0 • e COMP FILE COMMUNIP( lot . blk ISSUED X1.3.13 REVISED q.13.13 ROOF PIAN s • DWN B : R.R. CHECI E BY:21) D.D. Q) t Cl v • S OT NUMBER • 3.2 cF , e s 03 ROOF PIAN s • DWN B : R.R. CHECI E BY:21) D.D. Q) t Cl v • S OT NUMBER • 3.2 cF , HANDRAILS SHALL NOT BE LESS THAN 34" OR MOPE THAN 3b" IN ,q HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS 3/4" PI '(WOOD TREADS PER FLIGHT OF STAIRS. HANDPAIL5 SHALL. BE 1 1/2" CLEAR OF ALL �N ADJACENT FINISH MATERIALS AND ENDS SHALL. RETURN TO WALL OF: 2X8 LEDGER ATTACHED TO FER.MINATE IN NEWEL POSTS OR SAFE TEP.MINAL5. HANDPAILS 5HALL BE 1 1/4"-2" IN GROSS SEGI-IONAL DIMENSION, OR APPROVED HAS. I^V MX 3' TAPC0N5 0 EWlVALENT, AND BE 5MOOTI1 WITH NO SHARP E1)6E5/CORNERS. Q STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY b' O.G. 5TA66ERED ALL BUILDING DEPARTMENT APPPOVAL R.EOUIREMENT5 FOR u THE PRODUCTS THE"( PROVIDE OR INSTALL SHOULD COMPLY 3/4" PLYWOOD TREAD5 W/ 2010 FLORIDA DIJILDING CODE w 6UARDRAIL.5 51IALL NOT BE LESS THAN 36" IN 5/b" PLYWOOD R6ER5 (TYP.) r FIEIGHr. - C U mti 5IMP50N L550 OR EQUAL Ful� co c Rin � mr�W SIMPSON LUS26 OR EOUAL @ LANDING TYP.--- r-7 za �qV� 2Xb J015 -F t,,j LANDING s • 1/2" G i P. BD. AT ALL WALLS �n OPEN RAILS SHALL HAVE INTERMEDIATE RAILS AND GEIL.ING OF ENCLOSED USABLE SPADE UNDER STAIR OR AN ORNAMENTAL PAi"TERN 51XH THAT A 4" DIAMETER SPHERE CANNOT PA55 FHROU611. F� Ow THE TPTRIANGULAR0!'ENIN6S Al STAIR 4" SPHERE MAY NOT O TREAD, RISER, 3 P)OTI"OM 5HALL BE 5UGH PA55 ` THAT A 6" DIAMETER SPHERE GANNOT THROU611 PASS THROU61-I, 6" SPFIERE MAY NO r PASS FIIR GH -HANDRAIL DETAIL- 5GALE: N.T.5. MATCH HEIGHT OF BASEBOARD SI JF'50N L5G OR E 2x12 NOTCHED 5TR 1/2 GYP. 80. AT AL AND CEILING OF FN USABLE SPADE UNE. 2X12 STRINGERS Fr STRINGER/LANDING TOP DETAIL FINISHED 5UPFAGE ,q 3/4" PI '(WOOD TREADS • �N 2X8 LEDGER ATTACHED TO HAS. I^V MX 3' TAPC0N5 0 N Q b' O.G. 5TA66ERED u 3/4" PLYWOOD TREAD5 w 5/b" PLYWOOD R6ER5 (TYP.) 2x12 NOTGHED 5TPIN6ER - C U mti 5IMP50N L550 OR EQUAL Ful� co c Rin � mr�W SIMPSON LUS26 OR EOUAL @ LANDING TYP.--- r-7 za �qV� 2Xb J015 -F t,,j LANDING s • 1/2" G i P. BD. AT ALL WALLS AND GEIL.ING OF ENCLOSED USABLE SPADE UNDER STAIR E0. 3/4" 11 r,rP � F_XPAN51ON� GAP (T -(P.) 2xb END J015f ATTACH 2Xb LEDGER TO EA VERT STUD W/ LEDGER a MASONR'( I l3) 16D NAILS AIT LEDGER @ WD FRAMED WALL 2X12 STRINGERS T'fP. STR-INGE PV%,J/LANDING DETAIL GALE: Na.5. — FINI5HED SURFAGE — 3/4" PLYWOOD 'FREAU5 (Y U 2x12 NOTGHED STRINGER 'A" PLYWOOD RISERS 5EGURE NOTCHED 5TRIN6ER TO FOOT N1 (2) 12d COM MIN. SEGURE FOOT TO SLAB w/ 1/4",Ox3-1/2" TAPGONS u b" o ALL WOOD IN DIP.EGT GONTAGT WITH GONGRETE TO BE PRE55URE TREATED OR PROVIDE IMPEPVIOU5 MEMBRANE SEPARATION A5 ALLOWED B'( CODE. 2X12 5TRINGERS TYP rYP _r tPAN510N GAP (T'(P.) FLOOR /STRINGER DETAIL OW r'IN. BUILDING SECTION "A—All 6G4L1: 1/4' : 1'-0' - BUILDING SECTION "B—B" 5GAL G: 1/4' - 1'-0' 7: COMP FILE COMMUNITY 101. blk ISSUED q.3.13 REVISED <{ 1313 • BUILDING 5ECTION5 • • r r:C:H N Y: R.R. • rEC BY: D.D. • SH E NUMBER .o s • ,q cop • �N • , o V' U O W p C U mti • BUILDING 5ECTION5 • • r r:C:H N Y: R.R. • rEC BY: D.D. • SH E NUMBER .o s • cop • �N • , o V' U O W p oU r �o U mti Ful� co c Rin � mr�W r-7 za �qV� s • • BUILDING 5ECTION5 • • r r:C:H N Y: R.R. • rEC BY: D.D. • SH E NUMBER .o s • • • V' • BUILDING 5ECTION5 • • r r:C:H N Y: R.R. • rEC BY: D.D. • SH E NUMBER .o s • ALL ELEGIRIGAL DE5ION AND WORK SHALL BE IN 5TRIGT GOMPLIANGE WITH THE 2008 NATIONAL ELECTRIC CODE 6 NERAl. ELECTRICAL NOTES: 1) PER NEC SECTION 210.120 ALL 15A I 20A, 120V BRANCH GIR(,UII'5 5UPPI-YIN6 OUTLETS REQUIRE AF61 PROTECTION, 2) CARBON MONOXIDE PROTECTION PER FLORIDA 51-ATUrE5 553.665 (2). TO BE INSTALLED 6111111 IO' OF EVER'( SLEEPING ROOM. 3) PER NEC SECTION 210.0)(H) ALL 15A l 20A, 125V REGEPTAGLES INSTALLED OUTDOORS MUST BE 01'GI-PROTE6 TED. 4) PER NEC SECTION 210.6(8)(5) ALL 15A i 20A, 125V REGEPTAGLE5 IN'51-ALLE0 WITHIN 6OF A 51NK (IN NON -DWELLING UNIT OGGUPAHCIE5-i.e, OUTDOOR SUMMER KITGHENS REGEPTAGLES) MUSr BE 61`61-PROTE6TED. 5) PER NEG 5EGTI0N dO6,6(B)(I) I5A 4 20A REGEPTAGLES IN A NET LOCATION MUST BE WITHIN AN ENGL.05URF THAT 15 WEATHERPROOF WHEN AN ATTAGHMENT 15 PLUGGED IN AND ALL NON-LOCKING REGEPTAGLES SHALL BE 1-15TED A5 HEATHER RESISTANT. 6) PER NEG SECTION 406.11 IN UHEI1N6 UNLT5, ALL 15A 120A,125V REGEPTA(,LES SHALL BE LISTED AS TAMPER RE515TAN1. 1) PER NEG SECTION 600.156 NO LE55 THAN ONE GOMMUNIGATIONS OUTLET SHALL BE IN5ALLEU WITHIN EACH DWELLING UNIT, 6) PER NEC, 5E6TION5 83.14.3 AND R315.I SMOKE DETECTORS TO BE IN5IALLED INSIDE EA SLEEPIN6 AREA N) PROVIDE (W5 DROPS AS PER COMMUNITY 10) JUNCTION BOX AT NATER HEATER, RANGE AND/OR DR'(ER TO BE 220v IN NON GA5 C,OMMUNITIE5, AND IIOv IN COMMUNITIES THAT HAVE 6A5 OPTION PROVIDE APPROPRIATE REGEPTAGLE PER APPLIANCE MAIN FLOOR ELECTRICAL PLAN ELECTRICAL S"'rM50 , KEY TV DATA MITI - OFF -F HB W 6F1 GFI GABLE TV UATA OUTLET HOSE BIB H/ SHUT OFF VALVE 1105E BIB GAS KE'( FUEL GA5 H/ SHUTOFF VALVE TELEPHONE OUTLET AT +6" ABOVE FLOOR AND COUNTER 120V DUPLEX GONVENIFNGF DUPLEX OUTLE 120V DUPLEX CONVENIENCE DUPLEX OUTLEF AT COUN TER 120V OR 24OV, WEATHERPROOF DUPLEX REGEPTAGLE,H/6.F.1. 6F1 OUTLET 220V OUTLET 120V DUPLEX CONVENIENCE REGEPTAGLE,1/2 HOT 120V DUPLEX GEILIN6 MOUNTED U�l- 5NITCHE5 1:116 5 -HAY 5HITGH Ot 4 -HA'( 5HITGH ELEGrRIGAL PANEL ELEC [RIG METER OAS METER N r INTERCOM SPRINKLER PANEL NOME RUN ri 213 0 C� GEILIN6 MOUNTED FAN 4 OR 5 BLADE 5HITGH GONTROLL.ED REGE55ED FRACTIONAL HP EXHAUST FAN RE6E55ED COMBINATION OF 1-I6IIT/EXHAU51 FAN 5WLFGH CONTROLLED COMBO SMOKE / GARBON MONOXIDE I)ET EGTOR SMOKE DETEG -OR RLGE55ED GAN CARBON MONOXIDE DETEGFOR HANGING FIXTURE 6EILIN6 FIXTURE SPEAKER <T� DIREGTIONAL EYEBALL GAN 24" FLUORESCENT FIXTURE UNDER UPPER CABINET 0 0 0 0 0 ItANDE5011 BAR LIGHT FIXTURE _ 46" FLUORESCENT L16111 FIXTURE 24 FLUORE5CENT L16HT FIXTURE FLOOD L16HT SURFACE MOUNTED INLAND, HALL_ LIGHT FIXTURE WALL SCONCE C� JUNCTION BOX DOOR CHIME DOOR GHIME PUSH BUTTON O PUSH BUTTON THERMOSTAT ILLUMINATED ADDRESS 64" ABOVE T.O.G. • MAIN FLOOR ELECTRICAL PLAN s • • DWN BY. R.R. • • CHECKED BY: D.D. • • SHEET NUMBER • A5.® s O • s • s a � o cry �rt ct cn , 1 Uj UU �w vi p �F • s • MAIN FLOOR ELECTRICAL PLAN s • • DWN BY. R.R. • • CHECKED BY: D.D. • • SHEET NUMBER • A5.® s O • a y s • s Q5 q � o N N 4. �w ct 4p � � 0 � O 1 Uj UU �w vi p o �y' -to U ( L VJ �ry i` P. .0 k�l l�- k�I 0 n ° lu s • w zP4p Ggrn • s • MAIN FLOOR ELECTRICAL PLAN s • • DWN BY. R.R. • • CHECKED BY: D.D. • • SHEET NUMBER • A5.® s O • s ct k�l l�- k�I 0 s • • MAIN FLOOR ELECTRICAL PLAN s • • DWN BY. R.R. • • CHECKED BY: D.D. • • SHEET NUMBER • A5.® s O ALL EL ECTRIGAL DE51GN AND WORK SHALL BE IN STRIGT COMPLIANCE WITH THE 200b NATIONAL ELEGTRIG CODE 6ENERAL ELECTRICAL NOTES: 1) PER NEC SECTION 210J2(8) ALL GA � 20A, 120V BRANCH GIRGUI T5 SUPPLYING OUTLETS REQUIRE AFGIPROTEGT&I. 2) CARBON MONOXIDE PROTEGTION PER FLORIDA 5TATUTE5 553.885 (2). TO BE INSTALLED WITHIN IO' OF EVERY SLEEPING ROOM. 3) PER NEG SECTION 210.8(8)(4) ALL 15A � 20A, 125V RECEPTACLES INSTALLED OUiD00R5 MUST BE GFGI-PROTECTED. 4) PFR NEG SECTION 210.8(8)(5) ALL 15A a 20A, 125V RECEPTACLES INSTALLED WITHIN 60F A SINK (IN ON -DWELLING UNIT OGGUPANGIE5-1.e. OUTDOOR SUMMER KIT6HEN5 RECEPTACLES) MOT BE GFGI-PROTECTED. 5) PER NEC SECTION 406.0)(1)15A T 20A RE6EPTAGLE5 IN A NET LOGATION MUST BE WITHIN AN EN6LO5URF THAT 15 WEATHERPROOF HHEN O ATTAGHMENT 15 PLUGGED IN AND ALL NON-LOCKING REGEPI'A61- 5 SHALL BE LISTED AS HEAT IIER RESISTANT. 6) PER NEG SECTION 406.11 IN DWELLING UNIT5, ALL 15A if 20A, 125V RECEPTACLES SHALL BE L15TED A5 TAMPER-RE515TANT. -f) PER NEG SECTION 800.156 NO LE55 THAN ONE (,OMMUNI6A1ION5 OUTLET SHALL BE INSTALLED WITHIN EACH DWELLING UNIT, 8) PER NEG SECTIONS R3.14.3 AND R315.15MOKE DE rEG1OR5 TO BE INSTALLED IN51DE EA SLEEPING AREA 1I) PROVIDE= GAS DROPS AS PER COMMUNITY 10) JUNGHON BOX AT WATER HEATER, RANGE AND/OR DRYER T BE 220v IN NON GAS COMMUNI TIE5, AND IIOv IN 6OMMUNITIE5 THAT HAVE GAS OPTION PROVIDE APPROPRIATE RECEPTACLE PER APPLIANCE UPPER FLOOR ELECTRICAL PLAN ELECTRICAL 5YM50L KEY TV GABLE TV DRfR DATA OUTLET HOSE BIB H/ SHUT OFF VALVE OFF ELECTRICAL PANEL -� HB HOSE BIB �F GAS KEY FUEL GAS H/ SHUTOFF VALVE TELEPHONE OUTLET AT +�" ABOVE FLOOR AND COUNTER 120\1 DUPLEX CONVENIENCE DUPLEX OUTLET 120V DUPLEX CONVENIENCE DUPLEX OU] LET AT COUNTER NP IOV OR 240V, HEATHERPOOF GFI DUPLEX RECFp'rACLE,H/G.F,I. 6F1 GFIOUTI_ET 220V OUT LET 120V DUPLEX CONVENIENCE jz� RE6EPTAGLE,1/2 HOT O 120V DUPLEX CEILING MOUNTED b"- SWI TGHE5 c� c> 3 -WAY SWITGH 4 -HAY 5WITCH r ELECTRICAL PANEL RECESSED COMBINATION OF ELECTRIC METER SWITGH CONI ROLLED GAS METER NT INTERCOM 11 SPRINKLER PANEL O HOME RUN G�OCEILING MOUNTED FAN 4 OR 5 BLADE OO DIRECTIONAL EYEBALL CAN 24" FLUORESCENT FIXTURE CT UNDER UPPER ABINE 0 0 0 0 0 INCANDESCENT BAR LIGHT FIXTURE 4P>" FLUORESGENT LIGHT FIXTURE . O 24 FLUORESCENT LIGHT FIXTURE OO FLOOD LIGHT 5URFACE MOUNTED INGAO. HALL LL1011 FIXTURE HALL S�ON6E {� JUNCTION BOX c� c> SWITGH CONTROLLED® RECESSED BRAG HONAI HP © EXHAUST FAN RECESSED COMBINATION OF I_IGIIT/EXFIAU5T FAN SWITGH CONI ROLLED COMBO SMOKE /CARBON M ONOXIDE DE TECITOR � SMOKE DETECTOR O- RECESSED GAN �I CARBON MONOXIDE DETECT OR -*- HANGING FIXTURE O GEII_ING FIXTURE � SPEAKER O 24 FLUORESCENT LIGHT FIXTURE OO FLOOD LIGHT 5URFACE MOUNTED INGAO. HALL LL1011 FIXTURE HALL S�ON6E {� JUNCTION BOX c� c> C/1 © DOOR GRIME v DOOR GHIME PUSH BU TION T A Q) �J O PUSH UJTTOH 4� THERM05TAI 13 �n kD _{ ILLUMINATED ADDRE55 n _. 0 X84 ABOVE I.O.G. C; LJ C) COMP FILE COMMUNITY lot. A ISSUED q.5.13 REVISED q.I3.I3 s o � • c� m c! - l o c.Q) r • r s • C/1 T A 4� Q� } r fUPPER FLOOR ELECTRICAL PLAN e • DWN BY: R.R. • • CHECKED BY: D.D. • • SHEET NUMBER • A5. 1 OF , s • C/1 4� O � � 0 • • r fUPPER FLOOR ELECTRICAL PLAN e • DWN BY: R.R. • • CHECKED BY: D.D. • • SHEET NUMBER • A5. 1 OF , SCALE: N.T.5. 41 • COMP FILE 60HMUNIT'f lot, blk ISSUED 11.3.13 REV) SED 7.13.13 IF-- d CD • O 'n � N P O Uj v r=i CD °m 0 '4 y C o Vl O C ti • s DR HORTON HOMES MODEL: 1667 GAP.AUE LEFT DR HORTON HOMES MODEL: 1667 GARAGE LEV7 • SUBDIVISION: THE RESERVE A`I' HIDDEN LAKE SEPTEMBER 2013 • SUBDIVISION: THE RESERVE AT HIDDEN LAKE; SEPTEM1--3ER 20137 DR HORTON HOMES MODEL: 1667 GARAGE LEFT '01;3 LOT_ BLOCK: PG of — LOT BLOCK: PC ofSUF�DIVISION: , THE F..I;)`aEl�VE A'I HIL:UDEN LAKE SEPTEMBER _ LOT r-3LC)GIi: 1'C.; KITCHEN 36" UPPERS `z� KITCHEN 42" UPPERS �. —rat' — Q.) BATHS 8411 k 2411 tb 36' HIGH FLUSH ISLAND "36" – BAR TOP w/I6" 0VERHANG UPPERS' 36" HIGH FLUSH ISLAND i t OF 3 BAR TOP w/16" OVERHANG llools 1 tY u. ......... ; t v> . C'I I ARTS: � I� nl `, PARTS: �� r} r, L t� khil 2l' UPPlilYl✓AA �t' 77 T ` 7� �7 7 7 I V1J L)�JJ-1-rI'OUT',l q VrJL�:13341I �4TT I� I' , lQ m i r I- a3 _ UF3 W) ' ' 1 Ub'34 c� Door..L yIe` `� � . I _ UF31> � oo f (� r �, ) : � �nl OWNER'S BATH.; 1 - UF('6 WD G 3 - UF3 WD 1 DWR3 DoorsCyle: - I - UF:342P ', 1 - FL24 (VOIDS) ft; I - UF3P ;, C) q 1 FP96 4WD 3 �' ; ) G : 1 - OF 6 WL PARTS: r' FL4 „ _- r�2° �! -- 0Q 2 - 8 ISLAND BACK rj +� (; cv °, 1 q - llWIZ3 2 - OF 3Y ....: �1 PANEL SUPPORT) 1 OID �, .f r Y W - 13'L24 (VOIDS) S2 I'p ._ I - F3TK8 PRT 3 - 2 L "' - :: i v C;�il G rj _ 1 - FP9634 WD 1 - UNT8 L31L) t OI a_ !� 2 - B`T'K8 PRT outlett111 2 -- UM8 BLD � ` _ W Q t � � f 2 - FL48 (ISLAND BACK c r PANEL SUPPORT) 611 1IDWL:: • i 1 - OCMi3 BLIP I`Ol:i CTAP...------ ( ) �t outlet UK) _ C� L 5 -DOORS i 3 F3L1:) C ( 'C1t i-0 , 0, f`1 4 } - M8 BLD 1 >, a 1 r m I IDW +' Fo I:,. `�� "' - J c�J ir; W d - BL UE CAP) i 1 U CMS D (`I' T' ! I 10 DOOR }�3,I,� r -i r -I } -DRAWERS C (� It•. xk ..., DWR3 +R ..r HDWE- — 15 - DOORS 7 7�vf. A UV.11 G !A '• i 4 - DRAWERS co cl) ;-i ***Pedestal Lavatory inPowder Room***I31Y1'I-1 2 Doorstyle: rrr 1�p tr141 ... . ....'.:.. .;:::::i PAR I'S: 7611 J BUt1`I'-IN 'scu s � r:!'. .Ut st✓ :..:: _. :. l fJF>P I - B'I'K8 PRT PANTRY 76" .- BUFL` AN 1 - UM8 BLD 143" PANTRY I - OC;M8 BLE) • ____-------.._.._._. x.43" HDWE: 2 - DOORS Allttl3nC11'ilVll'i .YIL'dd::9/1812013 v lgnalld n., TIMBERLAKE .Ue•iieindl: JdnniCar Ndytlun T Gnt�ncdt: 'jl\'e11 a3'G 'i 1lblCl:.t to VS)rl llea 74171 4ril ' ptinled: 9119J2013 !>b itl tG died ad uSlmu37t t0 rA ub .... :.,� $ .::...: '1 h1.L 1`i an original de' ;e,11 a11Ci 1T1IL`i t. 1 ) ) ...��•� %.,� :111 dinlau•iiuu; sic dC:;i�Cu:tliuns TiMt;ERLAKE' liar)idnel: Jalulilcr i�eydl4,u 1:)al,ivuedl. )l13 -'l()13 t$IVCll .t1G :r'llbjCet to VCr313e.IL1011 oil ' IP i)rnllaCl: 9119'2013 'o 1 alto and ad trilmuilt to ffi ub - :.. 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(09-1Y,-l:i) 1�loar t'lun 1Jraw�in; l•: l ;7cale : U I;�)" I' DR I-IORTON DOMES MODEL: 1667 GARAGE LE P7 DR NORTON HOMES MODEL: 1667 CIA.RAUE LE+.F`t' DR HORTON HOMES MODEL: 1667 GARAGE LEFT `3UL3D1VISION: THE: RESERVE AT HIDDEN LAKE SEPTEMBER 2013 SUBDIVISION:'1'I-I1-e ItiESL+;RVL', A'1' HIDDEN LAKE'. SEPTEMBE1 2013 SUBDIVISION: THE RESERVE+' A'1' AIDDE1V LAKE SEPTEMBER 2013 LOT _ 13LOCK: PG _ of LOT— BLOCK: PCt _ of _ 'LOT_ BLOCK: PCI — of — OPT. 30" LAUNDRY UPPERS COUN'T'ERTOPS COUNTERTOPS 42„ R .' :..: .......:. .... .:... .. ..:.: ..... .':-.'. .� is OPT. LAUNDRY UPPERS Doot-style: Q PARTS: a OWNER'S 13 I'H 2 - UF6P I - UM8 BLD TOP COLOR: Ich 1 - FL24 (VOIDS) EDGtJ.�,-, - - - 1 - CM8 BLD (OPT.) d r'Tj W 1-IDWI{,: 4 DOORS - UFGF' .......:, ....;..:: ........: : ......... ....::.. KITCI IC! N TOP CUP COLOR: EDGE: R 6" BACKSPLASH IN KITCHEN ONLY T USED COLORED CAULK It= 2 1/2" RADIUS BATH 2 I DP COLOF�; —_ EDGE: R= 2 1/2" RADIUS A11 C 111 1]Y L 1" ''V er: JGr1L1 1a u,, don -' r / 8 i2(] 11..iredtifieua114n,. TfMBERLAKE IJGiI n 1 rN, pfhttalicd.9ld ,_13 given ure suhjacl to vdriliealion on ? Yriutcdl: 9.'1912013 job s!tG and ad ll`lll hilt Lo It ob �. 1'11 i lY :111 Qfi1 heal C1C r'1' !1 a!ld 1111tV1 1 j ry ) _ -- — Alldiulan;iu:_:, ui� da,i•'nuliu'1:: T1M(3ERLAK" L) li,uur:Jelulil'ur1J'aY<Icu lia,i ued:9113%2013 given LnG su�jecl lc. va1i1 �atitnl ou n P1 E plinlcd: 1.'151.201"_; i job 1$iW alld lldjll•f1111VL31 to htjull ;:{ `"+' 1'111,. 1.'i (1.11 Cifl�lllal dCJ1};11 :IllCt lllll'i 1. -- :111dinlantiun, sizCdu i•aaliufvr TIMBERLAKE• 1Jasi�ndl:Jan31i1'er td 'dun J)G7ii+ucd;9!18.201; given ale :ubjcet to vdlilivaLiun o11 Pr ) Yrinlcdl: 1/1 912 0 1 1 foil tilty and adjll'Am Cllt to hL jun] `�7; '. IhEt 1'i all CUllghwl dC'il{,a and lllll:it. conditions. -" not be rcicased or coplcd unless coad1ho11'i. % •• 110t be fC1C:15Cd Or CCGp1ed LLI11CSS .., c011d1how;. i,r 110t I>e rc1C:t ,cel of Copicd unlc55 r applicable , cc ha,i been paid orjob z c applicdblc R,; has bccn paid orjc k) l bl 1 l 1 b app Ica 4 .o la$ bccn paid orjo cirdcr ,l reed. 1 1 ( ordl;r placed. rr order placc,ci. 16EX713,'1II ISP)YI:S<il.(0+)-11;-1.1) 1'1<)(]I.1'12L11 Drawing ll:I ScaIc:01:_++" I' 166-7K['1':)6C}I.(09-18-133) t'1<x)rPlait -�— Ihtl\v111K%''':I :ica1G:01:'2" I' —..� t'1()i)I't)t:ll, 1)1':l\4111"141 SCALE: N.T.5. 41 • COMP FILE 60HMUNIT'f lot, blk ISSUED 11.3.13 REV) SED 7.13.13 IF-- d CD • O 'n � N P O Uj v r=i CD °m 0 '4 y C o Vl O C ti • s • CABINET LAYOUt5 • • DWN BY R.R. • • CHECKED BY: D.D. • • SHEET NUMBER CB -1 OF • • C;P1 `z� Q.) tb � C7 • CABINET LAYOUt5 • • DWN BY R.R. • • CHECKED BY: D.D. • • SHEET NUMBER CB -1 OF - ARROW INDICATES LUNG DIR. OF PLYWD. OUT LOOKERS @ 24" O.C. CABLE END TRUSS- (WEBS REMOVED FOR CLARITY) X = 8d RING SHANK © 3" O.C. ON EACH SHEET OF PLYWOOD 0 = 8d RING SHANK Cud 6"� U.C. ON EACH SHEET OF PLYWOOD EI = 8d RING SHANK @ 8" O.C. ON EACH SHEET OF PLYWOOD NAILING 8GHED./GA5LE OC -ALE. N.T.S. NDGE LINE 0 = 8d ringshank @ 6" O.C. ON EACH SHEET OF SHEATHING NAILING 8CHEID./HIF SCALE: N.T.B. SCHEDULE 145 mloh ZONE (MAX) + +`+`+'+ ++ Sd RING SHANK w +++++++++++,++++ a C -;ABLE END WALL OR OR BUILDING END ZONE 8d RING SHANK 6" O/G _ + « + + + + + + ad RING sNANK a 8' O/c INTEFMEDIATE SHEATHING NAIL PATTERN NOT TO SCALE TYPICAL HUS INSTALLATION TYPICAL META / BETA INSTALLATION "x QUILT -UP COLUMN LL EVERY NAIL OLE W/16(J AILS '811Ox8" "J" BOLT OR '8"0 WEDGE ANCHOR MIN. 5" EMBEDMENT 51MF50N MMT51a W1 (4) 1/4" x 1 1/2" TAF - CONS INTO TIE BEA RETROFIT -MTS ANCHOR TYPICAL HT5 INSTALLATION SIMPSON HTT TYP. 314"14 THRU BOLT - SIMPSON HTT TYP, GIRDER TRUSS -FILL EVERY NAIL HOLE W/16d NAILS f-- 2X TOP PLATE FILL EVERY NAIL HOLE W/16d NAILS 2 X B.U.0 TIS ITT I TYPICAL HTT TO 5UILT-UP r-OLMIN 1>ETAIL RROUIRSO S,4rrxt1' GLAZING ill HAZARDOUS 2406.3 HAZARDOUS LOCATIONS LOCATIONS FBC 2406.3 2406.3 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES. 2. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE DRAIN INLET. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT (0.84 M SQ.). 2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. 5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS 1) LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE ON THE POOL SIDE, AND 2) WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE WALKING SURFACE ON THE POOL SIDE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. a 2"x 4" COLUMNS W/ (1) ROW OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 3 -PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) CONT. #�, B,Z q 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.162", L = 3 1/2") 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAC SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JACK PLIST NAILING NOT TO SCALE Structura I Notee 1.) CODES: 1.1 The Florida 5uildire Coop (2010 Edition). 1.2 Building coop requirements for reinforced concrete (ACI 318.00) _) TOP Or- BOND BEAM 5TEP MASONRY WALL STEP NOT TO SCALE 1.3 N,4 BIND SCS DUL 0.) WOOD: I Led e -r strip i 5ole Plate to joist or 16CA common common 3 at each joist Iro" O r. blockin face nail 0 z I J 1.4 structures (ASCE 1.10). Specification for the desien, Fabrication and erection of structural steel for 0.1 Wood framing structural members: Southern Fellow Pine Headers/Beams/Posts± Top of sole late to stud, i(od common 2 and nail -_d � 15 III I "Denier Specification for light metal plate connected wood trustees by the Truss Stud to sole late, toe nail 8d common 4 Doubled studs, face F-) r-, � I. I - _-i 1 ,-, _ , _ I .. � _ nail n _ ,sad common 24" O G 1.3 American Society of Civil Engineers minimum desier loads for buildines and other 0.) WOOD: I I dia. of 0,225 inch 0 0 z I J 1.4 structures (ASCE 1.10). Specification for the desien, Fabrication and erection of structural steel for 0.1 Wood framing structural members: Southern Fellow Pine Headers/Beams/Posts± � Q buildings (RISC 9th edition). Southern fellow Fine #1 U � 15 III I "Denier Specification for light metal plate connected wood trustees by the Truss Bearire Wall Wood Stud Framing± Southern Yellow #2 studs Fine#2 2"x 4" s acev 12" O.G. d �p Plate institute (Tf�i> 1985 Edition. Southern Yellow mine #2 studs 2"x 0" aced � l0" OC 2J DESIGN CRITERIA., Southern Southern Yellow Pine #1 studs 2"x .411.411sp� aced l0" OC 21 Dwelling floors - �0 FSF I" I d NOTED OTNEF�W15E ON FLANS I/e oa . 2.2 Balconies -00 f16F live load or adjacent living space live load. 0-2 Design fabricate and erect wood trusses in accordance with the 11desien specification for 2.3 Walkways - 80 PSF Live load. lieht metal plate connected wood trusses" by the truss plate institute, TFI 1, 2001 eon. and 2.4 roof over livine areas = 30 1`51'live load. 17 P5F (-1 PSP T/C 4 10 FSP5/c;) dead I3CS1 2008 ed. (if applicable). load for shingle roofs: 25 FSF(15 FSF T/C 10 PSF B/C) plead load for tiles roofs. 0.3 All exposed wood or wood in contact with earth or concrete to be pressure treated. 23 Wind Speed -139 MFH and has been interpolated as allowed by note 2 in Fieures 1,301.2(4) 0.4 Roof sheathing: 1/2" C.D. grade plywood (or 15/3211 OSE ), when using fiberglass/asphalt and 1009,4 in the F5C - residential and FBC. Interpolation has been conducted using shingles over felt. 5/8 C.D. grade plywood (19/32" 055), when using concrete / ceramic the roofing the property location and the Applied Technology Council Wjrdspeeol W bsite. 0.5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided 2.0 Note all structural members in the residence will be designed us ire Allowable stress at bearing locations without wooden top plates. Desier methods. iJ GAN(2;- LAM LVL.: 2.1 Net uplift dead loads 10 f SF Shingle 15 FSF tile. 11 Gang -Lam. stress grades shall provide the following minimum pro ernes: 3.) SOIL: E - 2,000,000 FS 1 p 3.1 The foundation system for the attached project is desiened for a minimum soil Flo = 3,100 PSI bearing pressure of 2000 psf_ The soil bearing pressure is in compliance with Ft = 2,300 FSl Table f;,:)40L4.1 (F5C-r) for Sand, silty yard, Clayey Sand, Silty Gravel and Clayey Fcl - 1020 FSI (perpendicular) Gravel (,5W,SF,SM,5C,GM and GC) Fcll = 3,180 1`51 (parallel) 3.2 It is the Contractors responsibility to have a geotechnical investigation conducted to Fv - 290 F5I verify that the on-site soil conditions fulfill the soil design characteristics listeol here. Contractor to submit eeotechrical eneineerine report to Engineer of Record for review. Contact engineer if other types of LVL beams are to be used. 8.) STEEL: 4J CONCRETE -8.1 Instillation of all steel to be performed b a qualified, licensed steel erector. 4.1 Concrete compressive strength at 28 days: 3000 psi (normal weight>. 8,2 Fabricate and erect all structural steel in by with RISC "Spec f X1-.2 F�einforcine bars: ASTM A015 (Grade 00)_ p or the desien, Fabrication, and erection of structural steel for buildires. 4.3 Welded wire fabric (WWF): ASTM 4185. 8.3 Structural steel to be ASTM 4.4Detail reinforcement in accordance with ACI 315. A30 unless toted otherwise,8.� Steel Wide Flange to be ASTM A592 unless toted otherwise. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 0.4 Steel tubing shall be ASTM 4500, grade B. 4.o Earth supported slabs: (incluoline exterior walk and drive slabs) 4" thick reinforced 8.5 Welded connections: E10XX electrodes, minimum size fillet welds 3/l0" AWS certified welders, with 0x0 w1.4x w1_4 W.W.F. at mid depth of slab. fibermesh may be used in lieu of WWF 8,0 Where steel beams are continuous over columns, provide web stiffener plates on each side of the -- contractor's option. web, of a thickness epual to beam flaree thickness, located at the center line of the tube column. 4.8 Loncse inn operations lelr ti �s f`hhall comply with ACi standards. # # 8.1 The steel frame is "nor -self supporting,'. Adequate temporary support shall be pr vi b the Io p bar 3ro5 bar 50 4 bar 2 3 bar 18. Contractor until required connections or elements are in place, p y g 4.9 90 de ree hooked bars sha I 1 have a 10" leg and be bent with a MA50radius o f 2 " 5 9J TRUSSES: ,) i�1': 5.1 Desien and construction shall conform to the specification of the National concrete masonry 9,1 ALL GONNECTOrs SPEOFIED AS FER SIMF50N CATALOG C-2011. CONTACT Association and ACI 530. Contractor is solely responsible for all temporary bracing and shoring THE STRUCTURES GRC)UF, INC., FOR ALL CONNECTOR 5U55TITUTIONS. rpcjuired during construction. 9.2 FRF -ENGINEERED WOOD TRUSSES TO 5E 5FACED �@ 24" O.,C. TYFICAL 5.2 Minimum masonry unit strength: (Fm) 1900 PSI UNLESS NOTED OTHERWISE ON TRUSS ENG INEERING FACICAGE. 5.3 Mortar shall be type S or M. 9.3 IF THE TRUSS INFORMATION f ROvIDED IN THESE CONSTRUCTION DOCUMENTS 5.4 All Block cells and cavities below grade shall be filled with concrete. 15 REVISED BY ANY OTHER PARTY (Tf�USS MANUFACTURER CONTRACTOR, OTHER 5.5 Fill cells w/(1) #5 bar shall be located F'ER FLAN ( 4'-011 O/C TYF.) at each corner and each side of DESIGN PROFESSIONAL), IT IS THE CLIENTS RESFONSIBILiTY TO 5U51"1IT CHANGES TO ope-nines greater than or equal to 0'-011 fill cells w/(2) #5 vert. shall be located at each THE STRUCTUf�ES GROUP, INC. FOR REVIEW. THE CLIENT i5 RFz5FONel5LE FOR ANY side of o grin s 10'-0" and neater, at all irder bearin s inclubin hi set *Irder5. CONSTRUCTION COSTS i�E5ULTING FROM TRUSS FACK�,GE REVISIONS DEQ O EL F'ED B1' •THE Gd O � y 0�C� � �0 rryep i � W c� r, 444Ia Eli M r37 a 0 4Cq NC 0� CQ W coto 00 A H W �P� 0 ANY RfP RODUCi1pI UNAUIIIGId® 116E IB p, PE NOTE: IT IS THE CONTRACTORS RESPCNSIBIUTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESONSIBI F FOR THE STRUCTURAL. INTEGRITY OF TitIS PROJEFCT ONLY. ANY DISCREPANCY BETWEEN FELD CONDMONS, OTHER DESIGN PROFESSIONALS' SHOP DRAVOM CONiRACTORS` BUWNG METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTFJNTION OF THE ENGINEER OF RECORD POOR TU THE COMMENCEMENT OF CONSTRUCTION. CWRAOTOR TO VENFY ALL DMV MS PRIOR TO START OF MY TME STRUCTURES GROUP IS NOT REWONSW FOR ANY D101SIONS, 1HE STRUC111RE5 GROUP IS RE"ME FOR PROPOSED CHANGES 1D ORGIN& STRUCTURE SHOTNN ON THESE PAGES ONLY THE S1RUCTURES GROUP IS NOT RESPONME FOR EIDSINO S'IRUC1URAt. OOTlPOIENTS. To the best of the engineer's l:nowleclye, the plans and :upecifications compiy with the minimum requirements of The P'iorida Buiiding code - Residential. (2117110 Fdnlon) F km end *aralflcatla* COW19 With the Florida W kfty 0-e - MIAI . eer�tlen F 1 (24W ednlan) Platy and speelflcatwo ooWN Wnh the Plerida bW cam, "awn Tam for L""bind mom (29W EdnkW lUs drat Is velld ror 13 mon" alter "date it le mendIled or until the cif the 3 ednIon of the Plorisia 0xildine Cvdo Is 1"o drat►t� a •l1��rc� and pealed for the atnwWral pertlsans of the drarirg onN1. A-ci lteatual, ele�strTcll1, or swidonFoal ll*, If Oha.e, are for tvwml his *"Lermne only and are root covered under REV. I DATE & COMMENTS I BY Co U) UJ W 0 0 z I J Q Z � Q U � 0 � I � O u�i JOB NUMBER: 2012 DATE : JUNE 1, 2013 DRAWN BY: SCALE: SHEET NUMBER S1 SIGN & SEAL Int lam upon coiled iprayed fawn insulation system with oquivakirit kiaulation ratmo of R-30 is a ovod for use in the roof framN systoet. kisu tion syatam to be i *tallend by CartlfI0d lcgrmww insulation k*tallor. IrotalTor to provIdo Contractor with Insulation Oertlficatel at thrm of kntallatlot PRE—ENGINEERED WD TRUSS 024" O.C. U.N.O. 12 PEEL AND STICK ROOFING UNDERLAYMENT (TILE) (TYP) VARIES 15 LB ROOFING FELT (SHINGLES) HURRICAINE IAANCHORO0 EACH TRUSS (SEE UPLIFT SCHEDULE) SHINGLES OR CONCRETE TiLE (INSTAL, AS PER MANUFACTURER) SHINGLE ROOF SYSTEM TILE ROOF SYSTEM 14/33' 1ODOOa3 nM' RAVW W Oat **A7HM *W._.ATi M PMIWmD To PUirlTRON9 TO w"W ad 71Ll60TdA WITH ed i11*46II14W NA" a 31OAG NAI6A 0 3•0-1 7A A, 0"MI�4, b" 8 4 a" ��s t vOn ®�PUFl� NOTE: ",-BOTTOM SPLICE PLATE LENGTHS MUST BE OVER STUD ( DRIP 1/2" CD (CEILING FASCIA BOARD AT LEAST W-0" LONG, TYPICAL DENSITY BOARD) — TOP PLATE 5FL,ICE ! �3 5 CONT. FILLED W/ 1 3/8" DRYWALL — 8"X8"X16" KNOCK—OUT BLOCK NAILS OR DRYWALL — SCREWS 7" 0/C 1n)/ 2500 P S.I. CONCRETE CLG.& 8" 0/C WALLST / SEE UPLIFT SCHEDULE 1X P.T. NAILER 8" C.M.U. TYPICAL FOR UPLIFT CONNECTIONS STD. 90' HOOK SEE DETAIL THIS SHEET -H TYPE "S" MORTAR R4.2 MIN. INSULATION ON EXT. BLOCK WALLS #2 SYP. DOUBLE TOP PLATE 1X WD FURRING — DECORATIVE COATING SIMPSON SP4 CONNECTOR 024" O.C. - 1/2" GYPSUM - WALLBOARD U.N.O. _ (1) #5 VERT. REBAR IN FILLED1/2" cox PLYWOOD OR 7/16" CELLS. SEE FOUNDATION PLAN 0• S•B• SHEATHING REQ'D. FOR _ — FOR LOCATION. ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. a" C.M.0 WALL w/ DURO-WALL ATTACH SHEATHING W/ 8d HORIZONTAL WALL REINFORCEMENT RINGDSHANK NAILS 0 3" O.C. 0 1X P.T. BASE NAILER AT EVERY 3rd. COURSE CONT. BOUNDARIES, 4" O.C. 0 EDGES, BASEBOARD — 4"X4" INSPECTION PORT AND 0 6" O.C. 0 FIELD -- --� AT EACH FILLED CELL TYPICAL _ w MIN. 2500 PSI- = z 2 TERMITE PROTECTION MIDST COMPLY WIT' 1 SEC. CONC SLAB a- 1403.8, 1503.6, 016, 2305.1.5 3.I, 2303.1.5 AND 2504.11 (FBG 2010) 6X6 W1.4XW1.4 WWF CA t HEADER BLOCK U.N.O. ' - - � J N z SIMPSON SP4 CONNECTOR /\� Gv E vim) 0 z4 -,:GRADE O EACH STUD \ 6 MIL VAPOR BARRIER /\\ �\ \\ \\ \� _ I NOTES: / //\ / / , cy 1. FILL ALL CELLS WHEN C3 1/2" MIN. CLEAN POISONED AND COMP. ;/// c w J STEM WALL " BETWEEN b °. <� 24° AND 40" IN HEIGHT ° SOIL. (95% MODIFIED PROCTOR '�\ �j/\\/ L ABOVE GRADE. - z ob PER ASTM D1557) J _ / /\\/' 3 1/2" MIN. STD. 90' HOOK 31/2",M)N\ EE DETAIL 2. FOR STEM WALLS \ / SEE PLAN --'/13'r MIN. CLR. (; ) \ GREATER THAN 40" SEE PLAN HIGH- CONSULT ENGINEER SEE PLAN 4" SEE PLAN g" —•� 7 Ir Ir TYPICAL STEMWALL WALL SECTION U.N.O. MIN. TOP SPLICE r ­DOUBLE 10d Od O 8" 0/C SCALE: N.T.S. 12 RE -ENGINEERED WOOD TRUSSES @ 24" 0/C `F) SEE ELEU. PLIFT CONNECTOR (SEE SCHEDULE) r/ -,-DOUBLE 2"x4" TOP PLATE SIMPSON SP4 @ EA. STUD CRICKET AS REQUIRED WOOD WALL ATTACHMENT — *S REBAR, GRADE r o ATTACH WINDOW FLANGE/FRAME TO BUCKS WITH MIN #8x2Y WOOD MASONRY WALL OR WOOD (SEE PLAN FOR SCREW 0 8" O.C. OR AS REQUIRED BY WINDOW MANUFACTURER TO FRAMED WALL NUMBER AND MEET REQUIRED WIND PRESSURES. LOCATIONS) CMU MASONRY UNITS COMPLY WITH 4' MAX ASTM C90, GRADE N W/ Pm :1900 -T tcAL PSI. TYPE '5" MORTAR. GROUT ALL CELLS SOLID. Qp ° $°oa$Oa°p8g 1-9, 00000 pOillU08&8 8 •:..::......: . p gg ° can-- vJ J $$00 GROUT =3,000 P51. SLUMP RANGE 8" - J ROD OR VIBRATE GROUT $ �� �v pppp$$ pp p po p 0000 J$ ADEQUATELY TO ENSURE � v gv 00000 00 CONSOLIDATION OF GROUT (NO AIR J Q $8$ill�$v OPENING POCKETS). GROUT SHALL COMPLY $WITH A5TM ggg$g$$Yp$vgn$5$$8 FINE GROUT.478-83 AND BE EITHE a 8a$gg8888�$x$$8° 3 / 0 oabbbb3ti 333"n"ob ``�,, PREFORMED POUTERS STEEL vp$a$$o sffl3`ffl $$$0p �`- LINTEL SHALL BE "5 REBAR, GRADE 60 ° $SQ$$����8$°° GALVANIZED COIL STEEL AS —` SIMPSON SP4 @ EA. STUD—" (SEE PLAN FOR fl° 90�¢ 8 °0 MANUFACTURED BY POWERS NUMBER AND � $���S°STEEL AND LOIRE PRODUCTS,2"x P.T. PLATE MAIN SPAN ROOF TRUSS LOCATIONS) $ INC. STEEL GRADE SHALL BEMASONRY WALL ATTACHMENT 1/2"0 WEDGE TYPEANCHOR BOLT @ 24" O.C. STUD OPTIONS W/4" MIN. EMBEDMENT 2"x 4" SYP ##2 SPACED 0 12" O.C. 2"x 6" SYP ##2 SPACED 0 16" O.C. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. 2"x 4" SYP ##1 SPACED 0 16" O.C. AND FILLED W/ 2500 PSI CONCRETE R-11 INSULATION1 #5 VERT. IN CONC. FILLED CELL W STD. 90° HOOK IN K.O. BLOCK pll (1) ROW . BLOCKING FORWALL HGT. <8'-6". (2) ROWS 2x BLOCKING -FOR WALL HGT. > 8'-6". LOAD BEARING OR EXTERIOR WALL 1/2" 0 EPDXY ANCHOR 24" O.C. W/6" MIN. EMBEDMENT (USE SIMPSON SET EPDXY) OR 1/2" X 6" J BOLT 024" O.C. 6X6 W1.4XW1.4 WWF 17 CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S. DOCUMENTATION TO INSPECTOR FOR REVIEW. 1x P.T. BASE NAILER 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL BASEBOARD 6x6 W1.4xW1.4 WWF— STD. 90° HOOK (SEE DETAIL) L ' --- - - z C14 00 z ° < r� 6 MIL VAPOR / ` e �,a LU BARRIER b ���, /\ /A\ W #5 REBAR CONT. CLEAN POISONED AND COMP. ON 3" CHAIRS TYP. SEE PLAN SOIL. (COMPACTED TO 95% MODIFIED SEE PLAN PROCTOR ASTM D1557) CONTRACTOR TO PROVIDE SOIL TREATMENT DOCUMENTATION TO INSPECTOR TOW. ALTERNATE MONO -FOOTING 2 SCALE: N.T.S. MIN. PLYWOOD SHEATHING NAILED W/ 8d RINSHANK NAILS 0 3" 0/0 BOUNDARIES, 4" O/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS 2"x 4" SYP ##2 SPACED p 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP #2 SPACED 16" O.C. WALLLSS > a'-6" 8' (2) ROWS FOR 2"x 4" SYP ##1 SPACED 0 16" O.C. � 1/2"0 WEDGE TYPE WOOD SIDING TO FINISH 6" ANCHOR BOLT @ 24" O.C. ABOVE FINISHED GRADE OR DECORATIVE CEMENT W/4" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWF FSIMPSON SP4 0 EA. STUD 2X P.T. PLATE \ °b X�/X\ BARRIER \ \ D GIA 4` /\\/ v) V \ 3" // I _ MIN. CLR. #5 REBAR CONT. SEE PLAN ON 3" CHAIRS TYP. SEE PLAN TIFiCAL EXTERIOR FRAME WALL MONOLITHIC FOOT INC- 5CALE: N.T.S TYPICAL SEARING WALL � STEF NOTE: SEE SECTION C/S2 FOR ADDITIONAL INFORMATION SIMPSON SP4 CONNECTOR - 2"x PLATE SCALE: N.T.S. (1) ROW 2x BLOCKING FOR WALL HGT..8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-61/2"0 WEDGE TYPE ANCHOR BOLT @ 24" O.C. W/4" MIN. EMBEDMENT 6X6 W1.4XW1.4 WWF SCALE: N.T.S. NOTCH LINTEL WHERE REQUIREDFOR CONCRETE PLACEMENT `--KNOCK-OUT BLOCK W/ (1) ##5 J STUD(1) 0 2"x4" 'TRIMMER TYPICAL SEESTUD (TYP.) FLOORPLAN 0 FOR COLUMN #5 CONT. /�HTE:12"m 0z EMBEDMEN B KWIK8" d 1 �UiJLES PSON POST SEE PLAN 3" STD. 90' HOOK PRECAST LINTEL FILLED W/ (1) ##5 CONT.IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING FILLED CELL W/ (1) ##5 VERTICAL SEE FUN. PLAN FOR LOCATION W/ 6" MAYIIBE USED IN LIEU OF ANCHOR TYFICAL INTERIOR �'EARINC- BOLTS. WALL SCALE: N.T.S. NOTCH LINTEL WHERE REQUIREDFOR CONCRETE PLACEMENT `--KNOCK-OUT BLOCK W/ (1) ##5 NOTEy: l') FILL LINTEL AND ALL CELLS ABOVE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. - SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. :JOPENINGS LESS THAN OR EQUAL 'TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL RLLED LINTEL. ASSEM5LY SCALE: N.T.S. SCALE: N.T.S, /-8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT @ 24" O.C. VERT. OR 1/2" X 6" WEDGE ANCHOR "x P.T. PLATE \ \FRAMEE WALL TO G.M.U. WALL CONNECTIONaGALE: N.T.S. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN (2) SIMPSON MSTA24(9 EACH END UNLESS NOTED OTHERWISE ON PLAN 2 -Rows 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0 16" 0/C TYPSEE FLOOR PLAN FOR HEADER SIZE - 2,.x4'.CRIPPLE J STUD(1) 0 2"x4" 'TRIMMER TYPICAL SEESTUD (TYP.) FLOORPLAN 0 FOR COLUMN SIZE 0z d 1 �UiJLES PSON POST STD. 90' HOOK PRECAST LINTEL FILLED W/ (1) ##5 CONT.IN OPENINGS GREATER THAN 6'-0" WIDE AND AS NOTED ON PLANS. OPENING FILLED CELL W/ (1) ##5 VERTICAL SEE FUN. PLAN FOR LOCATION NOTEDTOTHRWA EH ON PLAN IL NOTEy: l') FILL LINTEL AND ALL CELLS ABOVE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. - SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. :JOPENINGS LESS THAN OR EQUAL 'TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL RLLED LINTEL. ASSEM5LY SCALE: N.T.S. SCALE: N.T.S, /-8" C.M.U. -SINGLE 2"x P.T. STUD -#5 VERT. IN FILLED CELL 1/2" x 6" "J" BOLT @ 24" O.C. VERT. OR 1/2" X 6" WEDGE ANCHOR "x P.T. PLATE \ \FRAMEE WALL TO G.M.U. WALL CONNECTIONaGALE: N.T.S. (2) 2"x 12" WOOD HEADER W/ 1/2" PLYWOOD FLITCH PLATE UNLESS NOTED OTHERWISE ON PLAN (2) SIMPSON MSTA24(9 EACH END UNLESS NOTED OTHERWISE ON PLAN 2 -Rows 16d NAILS STAGGERED 0 16" 0/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/C FOR 2"x10" OR GREATER HEADER 16d NAILS 0 16" 0/C TYPSEE FLOOR PLAN FOR HEADER SIZE - 2,.x4'.CRIPPLE J STUD(1) 0 2"x4" 'TRIMMER TYPICAL SEESTUD (TYP.) FLOORPLAN 0 FOR COLUMN SIZE 0z d 1 �UiJLES PSON POST NOTEDTOTHRWA EH ON PLAN /-P.T. BOT. PLATE UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALLS ONLY LOAD 5EARiNC;/EXTERIORWALL HEADER' DETAILSCALE: N.T.S. BL OCK WALL BEYOND EXPANSION JOINT VARI S 1 -LD. RECESS �/\\-1-4" (2) ##5 CONT.TYFICAL GARAGE DOOR RECESS SCALE: N.T,5. A55TM A510 GRADE G (FU = 2X PT BUCK ATTACHED TO MASONRY W/ A"Ox2j" MIN EMBED TAPCON MASONRY SCREWS AT 8" O.C. MAX AND SHORE LINT965KRYREQUIRED TO COMPENSATE FOR DEAD AT 4" FROM CORNERS. SET BUCKS IN CONTINUOUS LOAD DEFLECTION OF SEALANT BED NOTE; 1"x P.T. WINDOW/DOOR BUCKS MAY BE USED IN LIEU OF NON -CURED MASONRY GROUT. THIS SPEC WITH FLORIDA PRODUCT APPROVED DOCUMENTATION. SHORING TO REMAIN IN PLACE WINDOW/ DOOR BUCK AND FASTENER SPECIFICATIONS SHOWN ON A MINIMUM OF 14 DA -T'5 TO FLORIDA PRODUCT APPROVAL DOCUMENTS OVERIDE THE ALLOW FOR CONCRETE GROUT CURING. SPECIFICATIONS SHOWN HERE. POWERE30X LINTEL BEAM DETAIL 11 WINDOW / DOOR SUCK ATTACHMENTS I� SCALE: N.T.S. 6X6 W1.4XW1.4 WWF i - OR FIBERMESH 4" 1) #5 CONT. MIN. TYFICAL THICKENED SLAB EDC:>Ee._ SCALE: N.T.S. TRUSSES SEE UPLIFT SCHEDULE 4" CONCRETE SLABro'X 0' WI.4WL4 WUF TOP COURSE a'X,5'XI&' CONC. K.O. BLOCK W1 POURED CONC. 4 IX/o PT i-#;? REINF. CONT. PRECAST CONC. LINTEL LU/ REINFORCING TEMPERED DOOR TRACK GLA55 (SEE FLOOR PLAN) SET TRACK IN A FULL BED OF CAULK aCLEAN, POISON AND COMPACT SOIL • eIe (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) SEE PLAN NOTE: INSET TRACK FROM OUTSIDE FACE 11 SGD SECTION of BLOCK NOT TO SCALE 1/'2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS 0 3" 0/C BOUNDARIES, 4" 0/C EDGES, AND 6" 0/C FIELD. STUD OPTIONS2"x 4" SYP /#2 SPACED © 12" O.C. (1) ROW OF BLOCKING FOR WALL 2"x 6" SYP ##2 .SPACED @ 16" O.C. (2) ROWS FOR 2"x 4" SYP ##1 SPACED 0 16" O.C. WALLS >4SIDING i0 FINISH 6" 1/2" WEDGE 'TYPE ABOVE FINISHED GRADE OR ANCHOR BOLT @ 24" O.C. DECORATIVE CEMENT W/5" MIN. EMBEDMENT OVER WIRE LATH 6X6 W1.4XW1.4 WWFSIMPSUN SP4 0 EA. STUD 2X P.T. PLATE p0 E vo G GRADE 6 MIL VAPOR BARRIECLEAN POISONED AND COMP. SOIL. (95% MODIFIED PROCTO��\�\zMIN. CLR.SEE PLAN NOTES: S EPLAN1. FILL ALL CELLS WHEN ON 3" CHAIRSTEM WALL IS BETWEEN 24" AND 40" IN HEIGHT ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH- CONSULT ENGINEER TYPICAL EXTERIOR FRAME WALL STEM WALL FOOTING SCALE: N.T.S. SILL JLL rI I M�,FIIVIGIV I VC I HIL UJINDOW SECTION 13 SCALE: N.T �, PRECAST LINTEL (W/(1) #5 CONT. FOR OPENINGS GREATER THAN 6'-0". SEE PLANS FOR ADDITIONAL REQUIRED REINFORCEMENT. WINDOW BUCK ALUMINUM WINDOW CAULK ®EA. WINDOW PRECAST CONC. SILL TYP. SECTION THRU WINDOIU - S( --ALE: N.T.S. EXTEND FILLED CELL REINFORCEMENT TO PAD MAT REINFORCING LINE OF CONT. STEM WALL FOOTING CONT. FOOTING - _ - 9� STEEL SEE SCHEDULE 3 & FND. PLAN FOR FOOTING DEPTH MIN. & REINFORCEMENT TYPICAL PAD FOOTING DETAIL e- FOR STEMWALL FOUNDATION / i7 SGALE: N.T.S. FILLED CELL W/ #5 VERTICAL 4) 1/2"0 x 6" "J" BOLTS @24" O.C. OR 1/2" X 6" WEDGE TYPE ANCHOR 'ONT. WOOD TRIM ve 2"x6" P.T. WOOD JAMB NOTE: SEE PLAN FOR GARAGE DOOR I 1' ENGINEERED WINDSPEED DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPICAL GARAGE DOOR TRACK MOUNTING DETAIL SCALE: N.T.S. 0 014 w �? I U P, 134 i tw at 010 *0'D -� I(1 0 00� 00 �4 l i k 00� Q, z" 04 Pac4 0 -a,PQ o yg%= PX NOTE. IT IS THE CONTRACTORS RESPUNSI®MJTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTN7N BEGINS. THE ENGINEER OF RECORD IS RESPON5iBLE FOR THE STRUCTURM INTEGRITY OF THIS PROJECT ONLY. ANY DlSCiIFPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SN D AND SENA DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. COIfTRACTOR TO VERIFY ALL SIS Fmw TO START OF ANY CONSTRUCIM 1W- STRUCTURES GROUP IS NOT RE`A'ONS.- FOR MY DMENSM 111E SIRIJURRES OROUP IS REPONSUZ FUR PRWOSM CiIANOE8 Tn OR GN& 37RUC7UK SF101WN ON TNEx PAGES ONLY. TIL MWC1IM GROUP IS NOT R PONSIBLE FOR EMSTM STRUCTURAL COMPOIi?f15. To the beat of the engineer's knowledge, the Plans and .specifications Comply with the minimum requirements of The Florida Builcling Code - Residential. (2" Edition) PMN* and speolricatknve c<mpN with One Florida bL11114 B code - MAPENTLAL , se Alun 11091 (20W edition) Plans OW Apeolficatlane ompN with the Florida build" cods, emalon *M far L" Kph wind zone (TOLD Ion) Thi® 4410100 is valid for 12 nantho after the date it i•and seakd or until the re�uheslehts of the 9. edRlon of the Florida OAkAktg Cade is 71110 &40N Is slened and sealed for the strtwtrall portions oitirw awktg on1y. mal, ®Isetriaal, or ensd•tanloal details, If strata, are for vUl�"I srawe only and are not covered under REV. DATE & COMMENTS BY v/ J 0 0 H 0z d 1 N/ JOB NUMBER: 2012 DATE: JUNE 1, 2013 DRAWN BY: SCALE SHEET NUMBER S2 SIGN & SEAL ABLE TRUSS SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR 20'-0" MAX 20'-0" MAX 1 FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 11 SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOEr 0 NAIL ALTERNATE ENDS W/ (2) 16d NAILS. "X" BRACE SEE DETAIL ONTINUOUS OTTOM CORD BRACING 1"X4" MIN. 14 2X6 FASCIA g x x F1 7771 DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 2 - 0 OUTLOOKERS SPACED 0 24" (2) 16d TOENAILS MAX O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d TO EACH TRU55 WEB. "L" BRACE TOEXTEND AT LEAST "L" BRACE W/ 10d 0 4" O.C. NOTE: 90% OF WEB LENGTH (SEE TABLE) 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, S2�ACEDx® 48IAo/BRC. �4)N16d ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS 0 EACH END (TYP) 8 MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ABLE TRUSS 1Odx3" NAILS ® 4" 0/C. 2x4 PANEL BLOCKING @ 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS 1OdX3" ® 3" 0/C THROUGH J. CHORD INTO 2"x6" P.T. PLATE L L' 5RACING REQUIREMENTS(5ASED ON HEIGHT VERTICAL WEB SPACING NO (1) 2"x4" (2) 2"x4" "L" BRACE "L" BRACE "L" BRACE (2) 2"x6" "L" BRACE 16" 0'0" - 4'-5" 4 -5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL (2) 2"x8" FULL HEIGHT 0 DIAPHRAGM BLOCKING AND SEE STRUCTURAL NOTES AND NAILING 2 x 4 TOP CORD BLOCKING 0 48 O.C. FOR 20'-0" MAX 20'-0" MAX 1 FIRST FOUR ROWS OF TRUSSES 0 EDGES OF 11 SCHEDULE FOR SHEATHING DETAIL SHEATHING TYPICAL. BACK NAIL AND TOEr 0 NAIL ALTERNATE ENDS W/ (2) 16d NAILS. "X" BRACE SEE DETAIL ONTINUOUS OTTOM CORD BRACING 1"X4" MIN. 14 2X6 FASCIA g x x F1 7771 DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" 2 - 0 OUTLOOKERS SPACED 0 24" (2) 16d TOENAILS MAX O.C. (1) SIMPSON H5 0 EACH INTO EACH LEDGER. OUTLOOKER 2"x 4" LEDGER. (2) 12d TO EACH TRU55 WEB. "L" BRACE TOEXTEND AT LEAST "L" BRACE W/ 10d 0 4" O.C. NOTE: 90% OF WEB LENGTH (SEE TABLE) 12 (SEE SCHEDULE FOR SIZE 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, S2�ACEDx® 48IAo/BRC. �4)N16d ND LOCATION) SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. NAILS 0 EACH END (TYP) 8 MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH ABLE TRUSS 1Odx3" NAILS ® 4" 0/C. 2x4 PANEL BLOCKING @ 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS 1OdX3" ® 3" 0/C THROUGH J. CHORD INTO 2"x6" P.T. PLATE 2x4 N TOP OF PANEL BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING @ 4; CO CO 10dx3" 0 4" o/c 4'-0" O/C MAX FOR �� SIMPSON META20 OR LTAI FIRST (4) ROW OF TRUSSES �!3 � 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED ©24" O.C. SEE DETAILS. W p BOARD FASTENED WITH 8d COOLER NAILS I 1 . W tea H a ASTM C1002 FOR FIRST 8'-0FROM END WALL 110 BRACIN PLAN ... 0 4" 0/0 TYPICAL 4 GABLE SECTION NOT TO SCALE ©„ � � P ��. _ __.___.____. _.._.—_.. ____ NOTE: rr Is THE cONTRACTOR5 RESPGNSIBIUTY TO REVIEIM VNI r L -1 N ❑ T T ❑ SCALE NT DRAWINGS HIS RE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS FOR THE SIRUCIURAL I111(IIII— if --11-1 f_.���I—.1��1 INTEGRITY OF THIS PROJECT ONLY. ANY DIS(�iEPANCY CONT. BEARING 51MPSON META20 OR LTAI 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - - BERM FIELD CONDITIONS. OTHER DESIGN PROFESSIONALS' SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x x SHOP DRAWINGS. CONTRACTORS BUILDING METHODS. AND SPACED 0 24" D.G. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL SHEATHING 'TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SEN ED DRAIWNGS MUST BE BROUGHT GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ENGNEER OF RECORD PRO TO SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. N O r r0 SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE oolmacroR TO �r ALL o ats PRIOR 1n START aHv QO1151R6JCfpN. 1FlF' STRUCTURES GROW IS NOT IB FOR NON —STRUCTURAL I S S U F S . END TRUSS i0 RUN 2"x 4" M STl�,� MW 15 RE"M1 FOR _ OUTLOOKERS SPACED 0 24" PROPOSED CIVAM ANY FINISHES, TR I M WO R K , (2) 16d TOENAILS MAX FOR Exisn"o STRUCTURAL 0OMPONE?M_ O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS down �'IF P"� ETC... SHOWN O N THIS INTO EACH LEDGER. OUTLOOKER BRACING (SEE LOCATIONS GROUP 13 NOT RE%4"_E jLAN c FUR To the best of the engineer's knowledge, the SHEET I S FOR REFERENCE 2% 4" LEDGER. (2) 12d pians and specifications comely with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum requirements of The Florida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential. !2� �1t1erJ 12 P U R P 0 S E S ONLY. �S2P�ACEDx 48 IAO/C R( ) 16d 2) 16d PER JOIN i t� and ,�,��,�„ N with the Florida g MAX. NAILS @ EACH END (TYP) W(2A eg 1 PMEMWLAL' section 1�1 ABLE TRUSS "L" BRACE W/ 10d 0 4" 0/C I _ (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING ® 48" O.C. 1 2 CDX PLYWOOD OR 7 16" OSB �s and 6peciflodslere N WM � Florida / / 4�1,1d �, section � for tM"ems mmm AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. l2ItlonJ FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ilk drawingis valid dor a{� �� \ ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CURD BRACING 1"x4" MIN. R Is s aW emleid ax until the ra�tsr�s aX 1OdX3" 0 3" 0/C THROUGH the 24OW edition of"Florida Building Cods I*1 CHORD INTO 2"x6" P.T. PLATEIN I_ r> a a () X BRACING DETAIL•wwlrg to Signed and .avalsdi for the structural me of the - al�rskfeal, IciI derlaillo, 1 are F®e 2x4 LO IN TOP OF PANEL SIMPSON HCA10 ©36" O.C.ocN ❑ T T ❑ SCALE visual L.r.� onig and are not r BLOCKING, FASTEN WITH WALL (SEE TYP. SEC.) ABLE TRUSS 10dx3" 0 4" O/c SIMPSON SP4 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 9 DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE 611.1 FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NUT TO TO SCALE r PRE—ENGINEERED WOOD TRUSSE AT LEASE ONE TRUSS OVERLAP 2"x L- BRAG (2)2"x 4" DIACONAL f3RACIN(-3SPACE ATTACHED LU/ 16d NAILS ATTACI-IED W1 (5) ad NAILS 4" O/C TYPICAL ,ONT. BEARING DBL TOP PLATE SIMPSON hIGAIU STUDS 016" O.C. SIMPSON SP4 CABLE TRUSS UJEB ('TYP.) @ EACH STUD - _j W GABLE END DIAD, ATTACHMENT GABLE END :DETAIL- - FRAMENOT TO SCALE Q MINIMUM (2) 12d PER JOINT \—MINIMUM 1"x4" TRUSS BRACING NO -F TD SCALE 6 RAT—RUN BRACING DE -SAIL W 0 NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS z L Cq A � U CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L <= 2'-0' 16" O.C. 7/16' MIN. 2'-0' < L <= 4'-0' 9 go FA) PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 4'-0' < L <= 6'-0' jry C` 6'-0' < L <= 8'-0' G < Q I a c C3 0DCL FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWSANCH rA `J' m HIP GIRDER SCHEDULE 2x4 N TOP OF PANEL BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING @ 4; CO CO 10dx3" 0 4" o/c 4'-0" O/C MAX FOR �� SIMPSON META20 OR LTAI FIRST (4) ROW OF TRUSSES �!3 � 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED ©24" O.C. SEE DETAILS. W p BOARD FASTENED WITH 8d COOLER NAILS I 1 . W tea H a ASTM C1002 FOR FIRST 8'-0FROM END WALL 110 BRACIN PLAN ... 0 4" 0/0 TYPICAL 4 GABLE SECTION NOT TO SCALE ©„ � � P ��. _ __.___.____. _.._.—_.. ____ NOTE: rr Is THE cONTRACTOR5 RESPGNSIBIUTY TO REVIEIM VNI r L -1 N ❑ T T ❑ SCALE NT DRAWINGS HIS RE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS FOR THE SIRUCIURAL I111(IIII— if --11-1 f_.���I—.1��1 INTEGRITY OF THIS PROJECT ONLY. ANY DIS(�iEPANCY CONT. BEARING 51MPSON META20 OR LTAI 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - - BERM FIELD CONDITIONS. OTHER DESIGN PROFESSIONALS' SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x x SHOP DRAWINGS. CONTRACTORS BUILDING METHODS. AND SPACED 0 24" D.G. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL SHEATHING 'TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SEN ED DRAIWNGS MUST BE BROUGHT GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ENGNEER OF RECORD PRO TO SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. N O r r0 SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE oolmacroR TO �r ALL o ats PRIOR 1n START aHv QO1151R6JCfpN. 1FlF' STRUCTURES GROW IS NOT IB FOR NON —STRUCTURAL I S S U F S . END TRUSS i0 RUN 2"x 4" M STl�,� MW 15 RE"M1 FOR _ OUTLOOKERS SPACED 0 24" PROPOSED CIVAM ANY FINISHES, TR I M WO R K , (2) 16d TOENAILS MAX FOR Exisn"o STRUCTURAL 0OMPONE?M_ O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS down �'IF P"� ETC... SHOWN O N THIS INTO EACH LEDGER. OUTLOOKER BRACING (SEE LOCATIONS GROUP 13 NOT RE%4"_E jLAN c FUR To the best of the engineer's knowledge, the SHEET I S FOR REFERENCE 2% 4" LEDGER. (2) 12d pians and specifications comely with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum requirements of The Florida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential. !2� �1t1erJ 12 P U R P 0 S E S ONLY. �S2P�ACEDx 48 IAO/C R( ) 16d 2) 16d PER JOIN i t� and ,�,��,�„ N with the Florida g MAX. NAILS @ EACH END (TYP) W(2A eg 1 PMEMWLAL' section 1�1 ABLE TRUSS "L" BRACE W/ 10d 0 4" 0/C I _ (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING ® 48" O.C. 1 2 CDX PLYWOOD OR 7 16" OSB �s and 6peciflodslere N WM � Florida / / 4�1,1d �, section � for tM"ems mmm AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. l2ItlonJ FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ilk drawingis valid dor a{� �� \ ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CURD BRACING 1"x4" MIN. R Is s aW emleid ax until the ra�tsr�s aX 1OdX3" 0 3" 0/C THROUGH the 24OW edition of"Florida Building Cods I*1 CHORD INTO 2"x6" P.T. PLATEIN I_ r> a a () X BRACING DETAIL•wwlrg to Signed and .avalsdi for the structural me of the - al�rskfeal, IciI derlaillo, 1 are F®e 2x4 LO IN TOP OF PANEL SIMPSON HCA10 ©36" O.C.ocN ❑ T T ❑ SCALE visual L.r.� onig and are not r BLOCKING, FASTEN WITH WALL (SEE TYP. SEC.) ABLE TRUSS 10dx3" 0 4" O/c SIMPSON SP4 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 9 DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE 611.1 FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NUT TO TO SCALE r PRE—ENGINEERED WOOD TRUSSE AT LEASE ONE TRUSS OVERLAP 2"x L- BRAG (2)2"x 4" DIACONAL f3RACIN(-3SPACE ATTACHED LU/ 16d NAILS ATTACI-IED W1 (5) ad NAILS 4" O/C TYPICAL ,ONT. BEARING DBL TOP PLATE SIMPSON hIGAIU STUDS 016" O.C. SIMPSON SP4 CABLE TRUSS UJEB ('TYP.) @ EACH STUD - _j W GABLE END DIAD, ATTACHMENT GABLE END :DETAIL- - FRAMENOT TO SCALE Q MINIMUM (2) 12d PER JOINT \—MINIMUM 1"x4" TRUSS BRACING NO -F TD SCALE 6 RAT—RUN BRACING DE -SAIL W 0 NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS z L Cq A � U CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L <= 2'-0' 16" O.C. 7/16' MIN. 2'-0' < L <= 4'-0' 9 go FA) PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 4'-0' < L <= 6'-0' jry C` 6'-0' < L <= 8'-0' CO c C3 0DCL FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWSANCH rA `J' m HIP GIRDER SCHEDULE SHEATToINYWDG WHICH ARE LESS THAN 96" IN WIDTH, PRE -DRILL PANELS TO �0- �C9 �0 2x4 N TOP OF PANEL BLOCKING, FASTEN WITH MOISTURE BARRIER GABLE END BRACING @ 4; CO CO 10dx3" 0 4" o/c 4'-0" O/C MAX FOR �� SIMPSON META20 OR LTAI FIRST (4) ROW OF TRUSSES �!3 � 5/8" OR 1/2" CEILING DENSE GYPSUM WALL SPACED ©24" O.C. SEE DETAILS. W p BOARD FASTENED WITH 8d COOLER NAILS I 1 . W tea H a ASTM C1002 FOR FIRST 8'-0FROM END WALL 110 BRACIN PLAN ... 0 4" 0/0 TYPICAL 4 GABLE SECTION NOT TO SCALE ©„ � � P ��. _ __.___.____. _.._.—_.. ____ NOTE: rr Is THE cONTRACTOR5 RESPGNSIBIUTY TO REVIEIM VNI r L -1 N ❑ T T ❑ SCALE NT DRAWINGS HIS RE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS FOR THE SIRUCIURAL I111(IIII— if --11-1 f_.���I—.1��1 INTEGRITY OF THIS PROJECT ONLY. ANY DIS(�iEPANCY CONT. BEARING 51MPSON META20 OR LTAI 2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR - - BERM FIELD CONDITIONS. OTHER DESIGN PROFESSIONALS' SEE STRUCTURAL NOTES AND NAILING FIRST FOUR ROWS OF TRUSSES 0 EDGES OF x x x SHOP DRAWINGS. CONTRACTORS BUILDING METHODS. AND SPACED 0 24" D.G. SEE ARCHITECTURAL SCHEDULE FOR SHEATHING DETAIL SHEATHING 'TYPICAL. BACK NAIL AND TOE THESE SIGNED AND SEN ED DRAIWNGS MUST BE BROUGHT GABLE END DETAIL NAIL ALTERNATE ENDS W/ (2) 16d NAILS. TO THE ATTENTION OF THE ENGNEER OF RECORD PRO TO SHEETS F 0 R ALL 2X6 FASCIA THE COMMENCEMENT OF CONSTRUCTION. N O r r0 SCALE INFORMATION REGARDING DOWNSET TOPCHORD OF GABLE oolmacroR TO �r ALL o ats PRIOR 1n START aHv QO1151R6JCfpN. 1FlF' STRUCTURES GROW IS NOT IB FOR NON —STRUCTURAL I S S U F S . END TRUSS i0 RUN 2"x 4" M STl�,� MW 15 RE"M1 FOR _ OUTLOOKERS SPACED 0 24" PROPOSED CIVAM ANY FINISHES, TR I M WO R K , (2) 16d TOENAILS MAX FOR Exisn"o STRUCTURAL 0OMPONE?M_ O.C. (1) SIMPSON H5 0 EACH INIMUM 2"x4" CROSS down �'IF P"� ETC... SHOWN O N THIS INTO EACH LEDGER. OUTLOOKER BRACING (SEE LOCATIONS GROUP 13 NOT RE%4"_E jLAN c FUR To the best of the engineer's knowledge, the SHEET I S FOR REFERENCE 2% 4" LEDGER. (2) 12d pians and specifications comely with the TO EACH TRUSS WEB. "L" BRACE TO EXTEND AT LEAST minimum requirements of The Florida Building 90% OF WEB LENGTH (SEE TABLE) Code - Residential. !2� �1t1erJ 12 P U R P 0 S E S ONLY. �S2P�ACEDx 48 IAO/C R( ) 16d 2) 16d PER JOIN i t� and ,�,��,�„ N with the Florida g MAX. NAILS @ EACH END (TYP) W(2A eg 1 PMEMWLAL' section 1�1 ABLE TRUSS "L" BRACE W/ 10d 0 4" 0/C I _ (SEE SCHEDULE FOR SIZE 2x4 PANEL BLOCKING ® 48" O.C. 1 2 CDX PLYWOOD OR 7 16" OSB �s and 6peciflodslere N WM � Florida / / 4�1,1d �, section � for tM"ems mmm AND LOCATION) FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 8d RINGSHAND NAILS 0 4" O.C. l2ItlonJ FROM EA. END TYP. BOTTOM CORD EDGES AND 12" O.C. FIELD ilk drawingis valid dor a{� �� \ ATTACHED W/ (2) 16-d TOENAILS CONTINUOUS BOTTOM CURD BRACING 1"x4" MIN. R Is s aW emleid ax until the ra�tsr�s aX 1OdX3" 0 3" 0/C THROUGH the 24OW edition of"Florida Building Cods I*1 CHORD INTO 2"x6" P.T. PLATEIN I_ r> a a () X BRACING DETAIL•wwlrg to Signed and .avalsdi for the structural me of the - al�rskfeal, IciI derlaillo, 1 are F®e 2x4 LO IN TOP OF PANEL SIMPSON HCA10 ©36" O.C.ocN ❑ T T ❑ SCALE visual L.r.� onig and are not r BLOCKING, FASTEN WITH WALL (SEE TYP. SEC.) ABLE TRUSS 10dx3" 0 4" O/c SIMPSON SP4 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD EACH STUD REV. DATE & COMMENTS BY FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 9 DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR DBL. TOP PLATE 611.1 FIRST 8'-0" FROM END WALL 0 4" 0/C TYPICAL 5 GABLE SECTION NUT TO TO SCALE r PRE—ENGINEERED WOOD TRUSSE AT LEASE ONE TRUSS OVERLAP 2"x L- BRAG (2)2"x 4" DIACONAL f3RACIN(-3SPACE ATTACHED LU/ 16d NAILS ATTACI-IED W1 (5) ad NAILS 4" O/C TYPICAL ,ONT. BEARING DBL TOP PLATE SIMPSON hIGAIU STUDS 016" O.C. SIMPSON SP4 CABLE TRUSS UJEB ('TYP.) @ EACH STUD - _j W GABLE END DIAD, ATTACHMENT GABLE END :DETAIL- - FRAMENOT TO SCALE Q MINIMUM (2) 12d PER JOINT \—MINIMUM 1"x4" TRUSS BRACING NO -F TD SCALE 6 RAT—RUN BRACING DE -SAIL W 0 NOT TO SCALE WOOD HEADER AS PER STRUCTURAL PLANS z GLAZED Q PLYWOOD PROTECTION PANEL. SCEM L = GREATER VALUE OF L) OR L2 . S = FASTENER SPACING L S (FASTENER SPACING) CONTRACTOR TO PROVIDE PRE-CUT 7/16" WOOD STRUCTURAL L <= 2'-0' 16" O.C. 7/16' MIN. 2'-0' < L <= 4'-0' 16' O.C. PANELS TO PROTECT WINDOW / DOOR OPENINGS AGAINST 4'-0' < L <= 6'-0' 12' O.C. 7/16' MIN. 6'-0' < L <= 8'-0' 9' O.C. MISSILE IMPACT. ALL PANELS TO BE LABELED AND STORED. ELCO TEXTRON FEMALE PANELMATE FACE OF MASONRY OR PANELS TO BE CUT TO PROTECT STOREFRONT WINDOWSANCH FOR sSPACIN EMBEDMENT SEE ALL HIP GIRDER SCHEDULE SHEATToINYWDG WHICH ARE LESS THAN 96" IN WIDTH, PRE -DRILL PANELS TO :1 RECEIVE 2 1/2" #8 SHEET METAL SCREWS AS PER FBC FOR /. CEMENTITlOUS OR OTHER .LONG PL ATE. SEC SEC f''Y FINISH SECTION 1606.1.4 AND TABLE 1606.1.4. SEE UPLIFT SCHEDULE FOR STRAPPIN ' •ti' CORNER JACK Fri k ANCH. ALTERNATE PROTECTION MAY BE PROVIDED USING r :.,:' HURRICANE SHUTTER SYSTEMS APPROVED FOR USE IN WIND a�� ^7 >roeo- -•?•K• /4-10 SCREW W/ r ZY 1 BOURNE DEBRIS ONES AS PER FBC, 2010. A WASHER U\_SCHEDULE ��� PLYWOOD PANEL — SEE o TIMBER OR FOR MIN. MASONRY OPENING THICKNESS EDGE OF PLYWOOD PANEL ® TYPICAL FASTENER ATTACHMIENT SCAE. GLAZED Q PLYWOOD PROTECTION PANEL. SCEM L = GREATER VALUE OF L) OR L2 . S = FASTENER SPACING L S (FASTENER SPACING) PLYWOOD PANEL THICKNESS L <= 2'-0' 16" O.C. 7/16' MIN. 2'-0' < L <= 4'-0' 16' O.C. 7/16' MIN. 4'-0' < L <= 6'-0' 12' O.C. 7/16' MIN. 6'-0' < L <= 8'-0' 9' O.C. 7/16' MIN. 2' MIN, (1) SIMP S ETA12 0 EAC END JACK (TY , PLYWOOD PANEL TYP ELCO TEXTRON FEMALE LINE OF WALL OPENING 1) SIMPSON ETA20 0 HIP JACK PANELMATE ANCHORS W/ 1-3/4' MIN. EMBED ' NOTES.- 1. OTES:1. ALL PANELS SHALL BE PRE—CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED TOP PLATE U 0 7 rr 10 6 MINIMUM PLYW❑❑D / Z ❑SB SHEATHING ATTACH SHEETS IN STAGGERED PATTERN STARTING FROM C❑RNER DF WALL, (� JOB NUMBER: DATE : DRAWN BY: SCALE: ATTACH PLYW❑❑D SHEATHING W/ Bol SHEET NUMBER RINGSHANK NAILS G� 3rr D, C, PERIMETER, 4// ❑ C EDGES �� AND 6rr ❑ C FIELD, SI 'N & SEAL GLE P,T, BOTTOM SEE TYP. WALL DC DE SIN FOR PL ATE. SEC SEC MAX. FASTENER SPACING SEE 3 HIP R❑❑E FRAMING 1 Q WALL SHEATHING ATTACHMENT ATTACHMENT /► EXTERNAL PLYWOOD PANEL PROTECTION S SCHEDULE - - -- - NTS NOT TO SCALE NOT TO SCALE Window and door openl require debris impact protection as per Chapter 16 of the FBC, 2010 L'dition. Protection can be L20(,T 3 0 2012 provided tluough Cxtcrnal PaIHCIS (Shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) FOR MAX. FASTENER SPACING SEE 3 HIP R❑❑E FRAMING 1 Q WALL SHEATHING ATTACHMENT ATTACHMENT /► EXTERNAL PLYWOOD PANEL PROTECTION S SCHEDULE - - -- - NTS NOT TO SCALE NOT TO SCALE Window and door openl require debris impact protection as per Chapter 16 of the FBC, 2010 L'dition. Protection can be L20(,T 3 0 2012 provided tluough Cxtcrnal PaIHCIS (Shown here), pre-engineered shutters (by others) or impact rated windows/doors (by others) FIREWALL C MASONRY FIREWALL; UL U901 GYPSUM KNEEWALL; UL U308 NON -LOAD BEARING TENANT FIRE WALL SECTION -2 -HOUR RATED cioc on-rrn o,_irn-nunin SCALE: N.T.S. FIRE RATED SHEATHING (48" BEYOND FIREWALL FACE) TRUSS 2'-0" O.C. TYP. R30 BATT INSUL 2"x 4" WOOD FRAME KNEEWALL W/ (2) J"TYPE X GYPSUM CEILING BOARD (2LAYERS EACH FACE. K.& COURSES OF INSTALL AS PER UL U308 2 BLOCK W/ (1) #5 CONT. HOUR) ( FIREWALL CLASSIFICATION (2 HOUR) (1 2x8 PT LEDGER W/ 2 ROWS OF MASONRY FIREWALL; UL U901 1>2"tib THRU- BOLTS GYPSUM KNEEWALL; UL U308 AT 32" O.C. & STAGGERED AA LOAD BEARING TENANT SEPERATION STUCCO & PAIN r BLOCK AT INSIDE OF GARAGE AREA 4" THICK 2500 PSI CONC. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT \ STD. 90' HOOK (SEE DETAIL) SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON 0 - 6" 0/C EDGES AND 12" 0/C FIELD SEE PLAN FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. ('TYP)- T 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6' ANCHOR BOLTS A'T 16" O.C. & STAGGERED 5/8"c X 6" ANCHOR BOLTS I (OR THRU BOLTS) AT 16" O. C, (STAGGER BOLT LOCATION TO AVOID INTERFERENCE D c c FIREWALL CLASSIFICATION (2 HOURI MASONRY FIREWALL; UL 0901 GYP- NWSUM KNEEWALL; UL U308 N. CBLOCK r�F IN EACH / (1) #5 CONT. LOAD BEARING TENANT SEPERATION SCALE: N.T.S. 5/8" STUCCO WALL FINISH 8" C.M.U. MASONRY WALL SEE PLANS FOR REINFORCEMENT LOCATION AND SPECIFICATIONS ELEVATION 0'-0" ASSUMED 8" FINISHED FLOOR GRADE MIN. M t` ti ALTERNATE WALL SECTION �a w w w SEE PLAN SCALE: N.T.S 3 1/2" 4 1/4" -- - 3 1/2" NUT AND 2" � WASHER TYP. 2-2 X 12 S.Y.P. d LJ J 12 PLANS R30 BLOWN INSUL 0 FLAT LIVING CLQ. AREAS & R30 BATT INSUL VAULTED CLG. AREAS 1/2" GYP WB K?6.COURSES BLOCK W/F(1) #5 CONT. IN EACH 3/4"STRUCTURAL SHEATHING GLUED AND NAILED W/ 8d COMMON 0 - 6" O/C EDGES AND 12" O/C FIELD FLOOR SYSTEM SEE FRAMING PLAN FOR MORE INFORMATION 1/2" CD GYP. (TYP) 2-2x12 LEDGER W/ 2 ROWS OF 5/8" DIA.x6" ANCHOR BOLTS AT 16" O.C. & STAGGERED 1/2" GYP. BD. DRYWALL OVER 3/4" RIGID INSULATIRRING ON STRIPS CONCRETE ROOF TILES OR SHINGLES �- PRE-ENGINEERED WOOD TRUSSES w/2X4 TOP CHORD AT 24" O.C. PEEL AND STICK ROOFING UNDERLAYMENT (TILE) 15 lNB ROOFING FELT .(SHINGLES ZZ :SHI OLE ROOF a `TE TIE ROOF SYSTEM 7/16" RADIANT BARRIER OSB 17/32" RADIANT USB SHEATHING SHEATHING FASTENED TO TRUSSES FASTENED TO TRUSSES WITH 6d WITH 8d RINGSHANK NAILS 0 RINGSHANK NAILS ® 4"O/C 4"O/C BOUNDARIES, 6" O/C EDGES BOUNDARIES, 6" O/C EDGES & 8" & 8' 0/C FIELD 0/0 FIELD ___---SIMPSON META20 U.N.O TRUSS w/ METAL PLATE UNDER EACH TRUSS TOP OF LIN TEL ELEV. SEE ARCHPrECTURALS SEE ARCHITECTURALS FASCIA TYPE NUT AND 2" car WASHER 'fYP. 2-2 X 12 S.Y.P. d 3 1/2 2"A4' A' o 3 1/ ' 2 -STAGGERED ROWS OF � 5/8"cll X 6" ANCHOR BOLTS (OR EXP. BOLTS) AT 16" O.C. GAP (STAGGER BOLT LOCATION TYP. TO AVOID INTERFERENCE W/ FLOOR TRUSSES) K.& BLOCK WCOURSES %F(1) #5 CONT. + IN EACH 4" THICK 3000 PSI CONC. SLAB w/ 6x 6 W1.4W1.4 WWF .006" POLYETHYLENE VAPOR BARRIER UNDER SLAB OVER CLEAN COMPACTED FILL (AS PER CODE REQUIRED) w/ TERMITE TREATMENT --� J ° \ SEE PLAN 8"x 16" COMPOSITE MASONRY BEAM FILLED W/ (1) #5 REBAR IN PRECAST LINTEL AND KNOCK OUT BLOCK ABOVE. WINDOWS AND DOORS MUST BE FASTENED INTO STRUCTURAL MEMBERS PER MFG's DETAIL REQUIREMENT PER DESIGN CRITERIA. NO SILLS AT WINDOWS FILL TOP BLOCK SOLID w/ CONC. AT WINDOW SILLS 5/8" STUCCO WALL FINISH ASSUMED I ELEVATION,0'-U" GRADE�- FINISHED FLOOR D _ FINISH GRADE D SEE PLAN 12. MIN. MIN. 4"1 SEE PLAN CONTRACTOR TO PROVIDE SOIL TREATM NT DOCUMENTATION TO INSPECTOR FOR R VIEW. TYPICAL 2 -STORY WALL SECTION CONTRACTOR TO PROVIDE SOIL TREATMENT SCALE: N.T.S DOCUMENTATION TO INSPECTOR FOR REVIEW. 8" CMU BLOCK MASONRY - 1/2" GYPSUM DRYWALL 1x4 WD FURRING All 0 16" O/C 3 1/4" BASEBOARD (1) #5 VERTI. IN FILL CELLS a - SEE FOUNDATION PLAN FOR SPACING 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT OR FIBER MESH EACH FILL CELL TYPICAL z ELEV 0'-0" TOP OF SLAB w 6 MIL VISQUEEN -�_- -7 CLEAN COMPACTED FILL�I I II I ��I � � � rr SEE PLAN SEE PLAN STD. HOOK (SEE DE .) 2 -HOUR FIRE RATED PARTY WALL e STUD OPTIONS: 2"x 4" SYP #2 SPACED @ 12" O.C. 2"x 6" SYP #2 SPACED @ 16" O.C. 2"x 4" SYP #1 SPACED 0 16" O.C. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT s 8'-6". (2) ROWS OF 2x BLOCKING ® 3rd PTS FOR WALL HT > 8'-6" R11 INSULATION (cEXT. WALLS SIMPSON SPI (a) EA. STUD 2X P.T. PLATE SCALE: N.T.S SHEAR WALLS ONLY 1/2" MIN. PLYWOOD SHEATHING NAILED W/ 8d RINGSHANK NAILS @ 3" 0/C BOUNDARIES, 6" 0/C EDGES, AND 6" 0/C FIELD. 1/2" 0 SIMPSON TITEN HD ANCHOR OR SET EPDXY ANCHOR 0 24" O.C. 6" MINIMUM EMBEDMENT AND 2" MINIMUM EDGE DISTANCE 7 CORNER FRAMING NOT TO SCALE (3) 2x4 Stud -7/16" 0 SB Sheathing 1/2" GYP. E 2x4's 0 16" 0. BUT. PLATE PLYWD. FLOORING WD. CAP TOP PLATE SEE TOP RAILING lx- BALUSTERS 0 4" O.C. MAX. 1x- TREADS & RISERS V) 4x4 NEWEL POST m a FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/"0 Z FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED 1" NOSING TYP® 16" O.C. (TWO ROWS STAGGER 2"x4"LEDGER BLOCK W/ 16d P. \ PATTERN) INFO CMU NAILS 0 6" U.C. (TWO ROWS LAND. FIN. FL. STAGGER PATTERN) SEE PLAN 3-2x12 STRINGERS ,f� FBC-2010 INCLUSIVE OF ASCE 7-10 WIND :PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST' OF 139 N1PH (VLJLA') OR 107.71V1PH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREMENTS FOR AN x6 W1.4xW1.4 WWF 1.00 FOR BUILDING CATEGORY II IN AN EXPOSURE C AREA WITH A MEAN ROOFHEIGHT OF 30FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. L2% 8" JOISTS 0 16" O.C. W/ OR FIBERMESH WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective D p \\ \ A G D D 5 Z Q 0. DATE : JUNE 12, 2013 SCS FT + - SO FT + M 10 30.5 33.0 <10 30.5 8" SEE PLAN g" #5 CONT. NOTE: (2) 2"x8" W/ SIMPSON MTS18 OR n 2"x4" P.T. KICK PLATE W/ 31.6 20 29.1 SEE TYPICAL WALL SECTIONS FOR CLEAN, POISON AND COMPACT SOIL 5 INTERIOR BEARING ADDITIONAL INFORMATION (COMPACTED TO 95% MODIFIED 34.4 100 25.9 PROCTOR ASTM D1557) 100 NOT TO SCALE SUPPORT ENDS W/ (3) 2"x 4" 7 CORNER FRAMING NOT TO SCALE (3) 2x4 Stud -7/16" 0 SB Sheathing 1/2" GYP. E 2x4's 0 16" 0. BUT. PLATE PLYWD. FLOORING WD. CAP TOP PLATE SEE TOP RAILING lx- BALUSTERS 0 4" O.C. MAX. 1x- TREADS & RISERS V) 4x4 NEWEL POST m a FLOOR JOISTS (1) 2"x8" P.T. LEDGER W/"0 Z FLOOR GIRDER/BEAM TAPCONS (1.5" EMBED) SPACED 1" NOSING TYP® 16" O.C. (TWO ROWS STAGGER 2"x4"LEDGER BLOCK W/ 16d P. \ PATTERN) INFO CMU NAILS 0 6" U.C. (TWO ROWS LAND. FIN. FL. STAGGER PATTERN) SEE PLAN 3-2x12 STRINGERS ,f� 2nd FLOOR WALL BAND JOIST NOTE: 0 EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLUOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING TO EACH BAND BEAM W/8d 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA. S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON & 10-8d IU BANU JUISI (9 LA. S.Y.P. SIUU (16 U.C.) 2ND FLOOR FRAME CONNECTION rl 2 2ND FLOOR FRAME CONNECTION (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS 2 -ROWS 16d NAILS STAGGERED CO 16" O/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/0 �\ FOR 2"x10" OR GREATER HEADER 16d NAILS 16" 0/C TYP, DOUBLE 2'"x 12" HEADER W/ 1/2" FLITCH PLATE UNLESS NOTED OTHER'MSE ON PLANS DOUBLE 2" X CRIPPLE STUD ONO ON PLAN FILLING AND BLOCKING AS L"xSTIJDS TYP. REQUIRED FASTENED TO HEADER W/ (2) 16d 0 16" 0/C UNLESS NOTED OTHERWISE FLOOR BEAM/TRUSS GIRDER\ �I (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS N OTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSB SHEATHING, TO BOTTOM OF BEAM OR GIRDER ATFACH SHEATHING TO BEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. 0 WOOD 1 S C FLR. 2x4 Top Plate 2x4 Flat (948" a.f.f & 48" Below Clg. 8 INTERIOR WALL FRAME NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. JSS/JOIST 139 ENCLOSED EXP C AHowcjb�e S' t r e Dec, i g n THIS PLAN HAS :BEEN DESIGNED TO COIVIP.LY WITH ALL .P.ROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND :PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST' OF 139 N1PH (VLJLA') OR 107.71V1PH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OFA +0..18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTtLtZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY II IN AN EXPOSURE C AREA WITH A MEAN ROOFHEIGHT OF 30FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. L2% 8" JOISTS 0 16" O.C. W/ USING ALLOWABLE STRESS DESIGN MET -HODS. AS SUCH VASD HAS BEEN USED TO DEVELOP WIND PRESSURES. WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed SIMPSON HUS28 0 EACH END 139 MPH 3 -sec. Gust 4 Wind Area 5 Wind Area DATE : JUNE 12, 2013 SCS FT + - SO FT + M 10 30.5 33.0 <10 30.5 40.7 """- ((u� \ (2) 2"x8" W/ SIMPSON MTS18 OR n 2"x4" P.T. KICK PLATE W/ 31.6 20 29.1 38.1 50 27.3 29.8 FIUC28-2 0 EACH END. Z J"O TAPCONS 0 12" O.C. 34.4 100 25.9 28.6 100 25.9 SUPPORT ENDS W/ (3) 2"x 4" 500 22.7 25.3 500 22.7 WOOD JACK POST, GARAGE DOOR 9'-0" WIDE T-0" HEIGHT 26.7 FIN. FLOOR -1 16'-0" WIDE T-0" HEIGHT 25.6 28.6 SEE PLAN Fi00F WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 SEE PLAN 27,9 77.0 N❑TESI L ANY WINDOW, ALL OR PART, WHICH IS WITHIN 6'0F A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER NOTE: 2, ROUND AREA DOWN T❑ THE LARGEST PRESSURE IN THE CHART ABOVE. STAIR DETAILS ON FLOOR PLANS / ELEVATION SHEETS -TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 10 TYPICAL INTERIOR STAIR NOT TO SCALE 2nd FLOOR WALL BAND JOIST NOTE: 0 EXTEND EXTERIOR 15/32 PLYWOOD OR 7/16 OSB 1st FLUOR WALL SHEATHING OVER BAND BEAMS. ATTACH SHEATHING TO EACH BAND BEAM W/8d 2" O.C. MAX STAGGERED. SIMPSON MSTA36 STRAP W/ 10-8d NAILS TO STUD & 10-8d TO BAND JOIST 0 EA. S.Y.P. STUD (16" O.C.) OR 0 EVERY OTHER S.P.F. STUD (24" O.C.) SIMPSON & 10-8d IU BANU JUISI (9 LA. S.Y.P. SIUU (16 U.C.) 2ND FLOOR FRAME CONNECTION rl 2 2ND FLOOR FRAME CONNECTION (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS 2 -ROWS 16d NAILS STAGGERED CO 16" O/C EACH FACE OR 3 -ROWS 16d NAILS STAGGERED 0 16" 0/0 �\ FOR 2"x10" OR GREATER HEADER 16d NAILS 16" 0/C TYP, DOUBLE 2'"x 12" HEADER W/ 1/2" FLITCH PLATE UNLESS NOTED OTHER'MSE ON PLANS DOUBLE 2" X CRIPPLE STUD ONO ON PLAN FILLING AND BLOCKING AS L"xSTIJDS TYP. REQUIRED FASTENED TO HEADER W/ (2) 16d 0 16" 0/C UNLESS NOTED OTHERWISE FLOOR BEAM/TRUSS GIRDER\ �I (2) SIMPSON MSTA24 UNLESS NOTED OTHERWISE ON PLANS N OTE: HEADER / POST CALLOUTS ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. 2ND FLOOR OPENING DETAIL NOT TO SCALE NOTE: EXTEND EXTERIOR 15/32" PLYWOOD OR 7/16" OSB SHEATHING, TO BOTTOM OF BEAM OR GIRDER ATFACH SHEATHING TO BEAM W/8d 0 2" O.C. STAGGERED PATTERN NAILS MUST HAVE MINIMUM 3" EDGE DISTANCE. 0 WOOD 1 S C FLR. 2x4 Top Plate 2x4 Flat (948" a.f.f & 48" Below Clg. 8 INTERIOR WALL FRAME NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. JSS/JOIST 139 ENCLOSED EXP C AHowcjb�e S' t r e Dec, i g n THIS PLAN HAS :BEEN DESIGNED TO COIVIP.LY WITH ALL .P.ROVISIONS OF FBC-2010 INCLUSIVE OF ASCE 7-10 WIND :PROVISIONS FOR A NOMINAL DESIGN 3 -SECOND GUST' OF 139 N1PH (VLJLA') OR 107.71V1PH (VASD). AS DEFINED IN SECTION 1609, THIS STRUCTURE DOES MEET THE REQUIREMENTS FOR AN ENCLOSED BUILDING AND AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT OFA +0..18 AND -0.18, UNADJUSTED FOR ZONES 1, 2 AND 3. DESIGN HAS UTtLtZED A WIND IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY II IN AN EXPOSURE C AREA WITH A MEAN ROOFHEIGHT OF 30FEET AND COMPLIES WITH WIND SPEED MAPS AS ADOPTED BY THE LOCAL JURISDICTION. ALL STRUCTURAL MEMBERS IN THIS BUILDING HAVE BEEN DESIGNED USING ALLOWABLE STRESS DESIGN MET -HODS. AS SUCH VASD HAS BEEN USED TO DEVELOP WIND PRESSURES. WIND❑WS, D❑❑RS, COMPONENTS DESIGN WIND PRESSURES SNCL❑SED BUILDING DESIGN WIND PRESSURE (PSF) Zone Effective Ultimate Wind Speed Zone Effective Ultimate Wind Speed 139 MPH 3 -sec. Gust 139 MPH 3 -sec. Gust 4 Wind Area 5 Wind Area DATE : JUNE 12, 2013 SCS FT + - SO FT + - 10 30.5 33.0 <10 30.5 40.7 GO ((u� \ 20 29.1 31.6 20 29.1 38.1 50 27.3 29.8 50 27.3 34.4 100 25.9 28.6 100 25.9 31.6 500 22.7 25.3 500 22.7 25.3 GARAGE DOOR 9'-0" WIDE T-0" HEIGHT 26.7 30.2 16'-0" WIDE T-0" HEIGHT 25.6 28.6 Fi00F WIND ZONES DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND OVERHANG CONDITIONS) ZONE 1 27.9 30.5 ZONE 2 27.9 51.1 ZONE 3 27,9 77.0 N❑TESI L ANY WINDOW, ALL OR PART, WHICH IS WITHIN 6'0F A CORNER SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER WINDOWS ARE CLASSIFIED IN ZONE 4. 2, ROUND AREA DOWN T❑ THE LARGEST PRESSURE IN THE CHART ABOVE. - DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE. yJ e� I � r O N I CD nl p CQ �® a I 0 0O _ CO x O Wl co O U 4- Id rn Cf) 0 W O ' -1 -1 � Q) C�2 ;-0 4 CO rn 117 U Cl) C�N N 07 OD lS0 CO LO ztT: �-4 w ,-1 0) COCo :4t- 40 'f ZZ (0 a�7711stip w �-1 P w .-1 E-+ P-1 W @THESE DRAWINGS ARE THE PROPERTY OF NICK M. BRADFORD, P.E. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO [HE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CON IRUCHON. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. THE STRUCTURES GROUP IS NOT RESPONSIBLE FOR ANY DIMENSIONS. THE STRUCTURES GROUP IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. "THE STRUCTURES GROUP 15 NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. To the best of the engineer's knowledge, the plans and specifications comply with the winirnum requirements of The Florida Building Code - Residential.(2010 Edition) Plans and specifications comply with the Florida building code - RESIDENTIAL , section R301 (2010 edition) Plans and specifications comply with the Florida building code, section 1609 for 139 mph wind zone (2010 Edition) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code is changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. REV. DATE & COMMENTS BY SCALE: SHEET NUMBER S4 SIGN & SEAL j 0 � Cf) LJ.. O ® LL_ Z L� rA �l J JOB NUMBER: 2012 DATE : JUNE 12, 2013 DRAWN BY: SCALE: SHEET NUMBER S4 SIGN & SEAL NOTES: q I. APPLY SOLID BEAD OF ROOF MASTIC JUST 13 ABOVE THE ROOF JACK. 0 2. SLIDE STORM COLLAR DOW MAKINGS SURE THE COLLAR IS COMPLETELY SEATED IN 0 �y MASTIC AND THERE ARE No VOIDS.9 3. W14EN COLLAR 15 IN FINAL P051TION APPLY � FINAL BEAD OF MASTIC AROUND TOP OF W ASPHALT SEALANT: STORM COLLAR n STUCCO FINISH e ASPHALT SEALANT: EXTEND MIN. 6 _ 00 EXTEND MIN. 6" ABOVECO N / 0 go ABOVE PLASH I N6 4 C.M.U.� FLASHING` r i 5 MIN. F+ MIN. - / GAL\/. MTL. 5X4 5" MIN. DCB 1003& OR EQUAL i 'L" FLASHING DIVERTER FLASHIN6 STORM C LLAR — — TOP AND SIDES OF / (JLOP�D, w/ DRIP E DCr�) DI\/ERrR MI : `• /,.:.',.;''w FLASHING UNDER ROOF. Ua FLASHING ,.. 4" MIN. @ 45 DEGREE ANG. j; .''.: CONCRETE TILE E f \ ;i• N RET L ROOF JACK G4 / : � PRE1'1ANUI=A,CTURED � - - SOLID ROOF MASTIC a� I „ "` •::;::,.'.` ::: --__-- __== GALV. 'L' PLASHING /-� DRYER VENT CAP � EXTEND I MIN. BEYOND DRIP--------------- TYPICAL (SE:T IN CONT. SEALANT) 04 --- _______------------------ --------------------------------------- 1-__=_77777DGE WALL. _7------------------- 112" w TO 2" CzAP-----------------------------7777---------------------- C> 6r RooFIN6 PELT - CAULK BOTTOM e/n *NOTE*: -- ---77 DRIP EDGE ONLY BOTTOM FLANGE BOTTOM OF FLASHING /; 4 TWO SIDESLD GUT BACK FASCIA `DRIPv v03 BETWEEN 1-1/2" TO 2" EDGE FASCIA NAILS EXP05ED OVER ROOFING 00OD 0 FASCIA' w 0 F 1 GUR 1: fmLASH I NC DRYER TIENT � P-4 I N TALLAT I ON 2 f 1 CURE .2: CORNER i�ETA I L 3 \/ENT I N T AT I ON � PENETRATION I N CMU �. � ���a � � , i W SCALE: N.T.S. SCALE: Kt.S. SCALE: N.T.S. SCALE: N.T.S. ©� W1110 AL WAVIIm USE a PE NOTE-- IT IS THE CONTRACTORS RESPONSWJTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DEM PROFESSIONALS SHOP DRAWM;S, CONTRACTORS' BURDINO METHODS, AND REFER TO NOTE THESE SIGNED AND SES DRAWINGS WST BE BROUGHT - - - TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO BELOW FLASHING MEMBRANE , ;D THE COMMENCEMENT OF caNSTRucTION. 2 2 _ START OF AW MIN nlscRauP IsltorVLM ALL II)NDISIONS P" �RESPONSWEE FaR SEALANT DO NOT TAPE BOTTOM OF \ �IAW DNEMMM — 7/a° STUCCO 11/2" GAL. WD MEMBRANE TO BUILDING aaM)GRM OMW IWIAL S RE"SWE FOR PROPOSED aiANGES 011 ON IIIESE PAGES SCREW b" OG @ ONLY tri STRucnIREs ori IS NOT RESPONSBLE PAPER LACKED LATH DAM FOR SOS Its SIAl 0ONPONUM INSULATION FLASHING TAPE TO ! r To the best of the eiiyineer's knomledye, the PER PLAN SHEATHING PER SPECS SEAL GASKET t11leins and quire 1eatiof comply wield tile uii �� S►LL. �\ 1 1 1 1 1 I minimum requirements of The Florida l;uildiny Code - Residential. ($010 Edltkwd LAP OVER FLASHINGS - \ I X 2 WD DAM I Plan and •powflastr e� N with We �rW 15 FELT NO SEALANT FLANGE �i kx4�" �«se -1 IAL , 60awn "m APPROVED FLASHINGPIPE THROUGH WALL- �IUL_KEM SELAT SILLtam s�ta►,� 10.19x 10 ROLL) SEALANT ) --- BEAD BELOW IX STUCCO, SIDING, BRICK, ETC. 1 I� F+lans and .peoln�ltren• efy with Ow Florida — I ! F ,IIdk� c .eAlon l� M Per Lss mph wind zom ATTACH 2xro SYPH "J" CHANNEL STUCCO STOP WD DAM RETURN I , WEATHER RESISTANT WINDOW �,. (ZDIDItloru w/ 4-166 NAILS J r - `/4" CLEARANCE MIN. - J .' UP CORNERS FLASHING ' - rte• draw 1• wild for 12 non�r atear tti. date TO EACH STUD GAP SHINGLE QUICK FLASH GASKET (II WEATHER RESISTANT HOUSE WRAP STEP 1 STEP 2 � STEP 3 It 1• •1 and Haled or until the requlraewnt• of (TYPAR, TYVEK, OR EQUAL) INSTALL 9' MOISTOP INSTALL STUCCO STOP INSTALL 9' MOTS FOP ' edition of the Florida VUld Code r• ROOF SHINGLES INSTALL PER MFG. HEAD FLASHING � I/2" GYP. BD. - JAMB FLASHING OR J-MOLD rhls drawing i• • and sealed for the •trucwal 150 FELT ✓ SHEATHINGSTEP 4 1ow=21 I l�•r,eWteetural, if • wmw are for ' FRAME WALL MOISTOP PRODUCTS BY FORTIFIBER APPLY BUILDING PAPER tm* seal referensa ann>y and are not severed miler ROOF SHEATHING PER SPECS BUILDING PAPER BUILDING PRODUCTS SYSTEMS IN WEATHERBOARD FASHION s UNDER °QUICK FLASH" 2 -NOTE: SEAL ALL EXPOSED ROOF TRUSS OR 2x4 NOTE:REV. DATE & COMMENTS BY NAIL NEAD5 o GAPSHINGLESBLOCKINGFOR USE W/WINDOW FRAMES 5" OR LESS raN�VAPOR 15ARRIER AT OORS IwI VENT , T T T IN WIDTH, GOORDINATE WITH THE WINDOW �j �®®� T® � j��,�, ����� I N� � X �N I ��N� I �� I I ®N MANUFACTURER TO INSURE ADEC2UP�TE GI FP,RP�NGE SCALE: N.T.S. FOR USE OF LOCKS AND LIFT RAIL. SCALE: RTZ. ! IIN000 R A M E IIoN0017 OPENING PAN SCALE: N.T.S. �,�f=LABHIN& fO � I N O, N ILL ROOF CRICKET: MIN. 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY SCALE: LE: N.T.S. LOCATIONS) VERTICAL WALL - _-- AT ENTRY I - 2 3„ MIN `Y' 1 1 1', 1 5HIN6LE OR CONCRETE TILE STEP 2 E � 3 . INSTALL 6' MIN, MUISTOP APPLY SEALANT PER INSTALL 6' MIN, MUISTOP JAMB FLASHING DOOR MANUFACTURER HEAD FLASHING AND INSTALL DOOR M❑ISTOP PRODUCTS BY F-ORTIFIBER STEP 4 BUILDING PRODUCTS SYSTEMS APPLY BUILDING PAPER IN WEATHERBOARD FASHION VAPORA FLAP -__. � FLAP r--_ � FLAP - �-_.. � FLAP '-- �1�� IT ��� NOTE: THIS DETAIL Is SHEATHING °' SHEATHING: � SHEATHING 5HEATHING REQUIRED U - AT ALL VERTICAL WALL SCALE: N.T.S. 9" x INTERSECTIONS WITH ROOT= VALLEYS 3 ROOF CRICKETS. 4" WIPE VINYL CONTROL JOINT 4" WIDI° VINYL CONTROL JOINT 40 „ m BY VINLYCORP (1578-U) OR BY VINLYCORP (15'18-U) OR Ix2 EQUAL EQUAL CURB.................................................. BLK WALL TO FRAME WALL MANUF. TRUSS OR RIBBON MANUF. TRUSS OR RIBB— ON VERT CONTROL JOINT BLK / ASPHALT OA5ED HORZ CONTROL JOINT BOARD OFFSET W/ BLOCK BOARD OFFSET W/ BLOCK WALL TO FRAME WALL HORZ SPLICE SHOULD NOT BE WITHINSEALANT APPLIED DETAIL /16" 0.9.8. OR 15/32" 055 /16" O.S.B. OR 15/52" OSB TRANSITION DETAIL 2'-0" OF VERT CONTROL JOINT _ BEHIND FLASHING STEP I STEP 2 STEP 3 STEP 4 I I 'HOUSE WRAP VENDOR' TO "BY WINDOW COMPANY' 'BY WINDOW COMPANY" "BY WINDOW COMPANY' ! PLASTER STOP AND EXTENDING A r� WEATHER RESISTANT WEATHER RESISTANT BARRIER #1 - HOUSE WRAP BARRIER #1 - HOUSE WRAF CUT CORNERS OF BUILDING INSTALL 9" BITUMINOUS APPLY CONT. BEAD OF INSTALL Co' JAMB FLASHING MINIMUM OF 6" PAPER v 45• ANGLE 9" UP FLEXIBLE SILL FLASHING, SILICONE CAULK ON BACK (EX: FORTIFIBER, M0I5TOP, ABOVE — q" BITUMINOUS TAPE FLA$HINe BITUMINOUS TAPE PLASHING AND 9" OUT FROM UPPER OVER IX2 CURES 4 HOUSE SIDE OF TOP AND SIDE OR EQUAL) OVER WIN. FLANGE. 'SEALANT z VERTICAL RISE -- CORNERS. WINDOW WRAP (EX: DUPOINT WIN. FLANGES. INSTALL WIN, EXTEND 4" ABOVE OPNGx. 4 S' ':. SHIN6LE5 OR OF FLABHINS JOB NUMBER: 2012 WEATHER RE51STANT WEATHER RE515TANT COMPANY TO PROVIDE Ix2 FLEXWRAP OR EQUAL) ACCORDING TO MANUF. BELOW. � CONCRETE TILE A7 WALL 3 BARRIER #2 - BARRIER #2 - SPECS. 1 u "- v PAPER-15ACKIN6 OR EQUAL PAPER-BACKING OR EQUALFLi X 5 DATE : Manch 15, 2012 AP FLAP FLAP411 STUCCO W/ LATH - LATH 7/V' STtJGGO W/ LATH - LATH - _ -7& A7;HORIZONTAL TO OVERLAP CONTROL TO OVERLAP CONTROL GA1.V. i^LASHING - DRAWN BY u.t I f JOINTS PER MANUF SPECS JOINTS PER MANUF 5PEG5 CONT. ; _ - 5�~ .: 6" TALL VINYL CONTROL JOINT 6" TALL VINYL CONTROL JOINT ; SCALE BY VINLYCORP (1578-50 UL) OR BY VINLYCORP (1578-50 UL) OR EQUAL EQUAL g" 4 3 0 4 4 3 / 4 4 3 0 4 SHEET NUMBER 1/2' STUCCO OVER CMU 1/2 STUCCO OVER CMU APPLY BEAD OF 3' UNFUNCHED ELA5TOMERIC SE=ALANT OR CONNECTOR 3 I/2" FELT PAPER 5TWN3 1/2" FELT PAPER BTWN ON ON 13EFORE s BLK 4 WOOD CONT BLK : WOOD CONT A53EMBLYM IN FIELD S5 NOTCH BOTTOM OF VERT NOTCH BOTTOM OF VERT 3° �} FIO cIZONT L 2 FLA51-II116 CONTROL JOINT TO SIT FLUSH ON CONTROL JOINT TO 51T FLUSH ON HORZ CONTROL JOINT HORZ CONTROL JOINT - SIGN SEAL CMU GMU STEP 5 STEP 6 STEP I ' PUNCHED PUNCHED "BY WINDOW COMPANY" "F3Y WINDOW COMPANY" 'BY WINDOW COMPANY" INSTALL 6" HEAD FLASHING ALLOW BLDG. PAPER FLAP APPLY JAMB FLASHINGS OR * ALL BUTT JOINT$, INTER5EC71ON5 4 * ALL BUTT JOINTS, INTERSECTIONS 4 OVER WIN. FLANGE. TO DRAPE OVER THE WEATHER RESISTANT TAPE ............................................... .............. END5 SHALL BE SEALED AT TIME OF ENDS SHALL BE SEALED AT TIME OF EXTEND 8' BEYOND OPNG, HEAD FLASHING. OVER 45- ANGLE CUT IN IN57ALLATION U51Ne AN INSTALLATION U51NG AN BLDG, PAPER. OVERLAP �* /� J� ELASTOMERIG SEALANT, OR EQUAL ELASTOMERIG 5EALANT, OR EQUAL cA1 ANGLE CUT BY MIN. OF 2"• FLA H I NG I� I A I L AT 5LOCfK AALL TO ACOI� MECHANICAL CONTROL 10 VAPOR BARRIER AT ISI NOOAS �� CIC�T/I�1A�1� INT. 12 I=RAM TRANS 1 T I ON �� JOINT =SETA I L SCALE: N.T.S. OCTO!<�� , , SCALE: N.T.S.SCALE: N.T.S. SCALE: N.TS. WALL HEIGHTS Y: VERIFY ALL 7DEARIN6 WALL HEIGHTS WITH FINAL TRU65 LAYOUTS ZD lljj UT :zu 'Ji 1pro-ject: HUden Lake DLlptr--X Trusses 'Preliminary Truss I.D. Bearing -L uplift --28 -7 Stap Fd�dnuf Strap --iNLjj-nber Capacity Fastening F,b4--- 4 7-41 fv1P 3-0 N -PA2 3 R 1 2 J47 1 SlmpsoN PA 2 `3 J 3685, 18-16cl CQ ALL OTHER TRUSSES I FMSONPY BEARNG-.-- WAPSON META20 1450 7-10dx 11/2" WOOD FIRAP-AED SIbAPSON HI OA 0 0) lf,;-1 Od x 1X12'" Iff-UCKET(--0*1ECT10f4S SII)APSON HUS26, 5 �,, -rj 2 0-1! CA dfL A.11r) I I N1 T QT<)A DC^ I F-OTIrA I 7 LOWER ROOF/UPPER FLOOR FRAMING PLAN 90 COMP FILE COMMUNITY lot. blk ISSUED q.3.15 RE V1 --'.)ED q.10.0 LOWER ROOF/UPPER FLOOR • FRAMING PLAN DWN BY: CHECKED BY: C-) LL) rj 2 01 SHEET NUMBER TRS1 OF • C) co W CQ cl� LOWER ROOF/UPPER FLOOR • FRAMING PLAN DWN BY: CHECKED BY: C-) LL) rj 2 01 SHEET NUMBER TRS1 OF co W CQ cl� coZ- ;L. 4 W' co � 0 0) dfL LOWER ROOF/UPPER FLOOR • FRAMING PLAN DWN BY: CHECKED BY: C-) LL) rj 2 01 SHEET NUMBER TRS1 OF 7� cl� 0 LOWER ROOF/UPPER FLOOR • FRAMING PLAN DWN BY: CHECKED BY: C-) LL) rj 2 01 SHEET NUMBER TRS1 OF WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHC5 WITH FINAL TRU55 LAYOUT6 S� # 2B1 X283, Pra'jrt:Hicicien Lakeruplex Treusses �reiirninay ?� r—+ a No Truss I -D, Bearing Uplift Stap Manuf_ Strap Number Capa.cify Fastening Lo ~ -ON W �J 7 X4'4 L 2,V'4 f .7i�qIP Pf'"'S :il 18-166 R 2847 SIMPSON PA23 .1 u 1 -1U;d R ALL OTHER TRUSSES I T1 a� m » z"a av� 1 ~ ~ T4 T4_11Ti co SlMPSON NIETA,20 1450' 7-10dx 1 112" WOOD, FRAMEC1 SIMPSON -RT-0A t 1140 13-lOd x 'i 1121° BUCKET CONNECTIONS G4 HUS26 15 20-16d " * hv]OUNTSTPAP-S VERTICAL 4 G4 - G3 G2 G1 G3 G2 G1 WALL HEIGHT5 VERIFY ALL BEARING WALL HEIGHC5 WITH FINAL TRU55 LAYOUT6 S� # 2B1 X283, Pra'jrt:Hicicien Lakeruplex Treusses �reiirninay ?� r—+ a No Truss I -D, Bearing Uplift Stap Manuf_ Strap Number Capa.cify Fastening -0 -ON W �J 7 X4'4 L 2,V'4 f .7i�qIP Pf'"'S :il 18-166 R 2847 SIMPSON PA23 .1 3685, 1 -1U;d R ALL OTHER TRUSSES I a� m » z"a av� 1 MASONRY BEARING SlMPSON NIETA,20 1450' 7-10dx 1 112" WOOD, FRAMEC1 SIMPSON -RT-0A t 1140 13-lOd x 'i 1121° BUCKET CONNECTIONS SINIPSUUN HUS26 15 20-16d " * hv]OUNTSTPAP-S VERTICAL 4 UPPER ROOF FRPLAN 7�3 L 6 �S) O �9 • s rn o r—+ a No Wm bf)� n .r 1 -0 a W �J 7 W FU r� UPPER ROOF FRPLAN 7�3 L 6 �S) V O �9 • s rn o r—+ a No Wm bf)� n .r 1 �u a W W o e • C w6Q �o V • N • • s rn o a� Wm W CL � U O 1 Uj U W W o a, C w6Q �o rn v � as m 2 . o F.- pqo vmc � ��atiwapo p a� m » z"a av� s � UPPER ROOF FRAMING PLAN • DWN BY: • CHECKED BY: p.p. s SI-IEET NUMBER TRS2 s O e • s c W s ° UPPER ROOF FRAMING PLAN • DWN BY: • CHECKED BY: p.p. s SI-IEET NUMBER TRS2 s O e