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HomeMy WebLinkAbouthouse plansB n f. r 28'-0" a, —a" -- J G�y - 1 u r; r"li cMi o 0 0 o Li U o o U cNi J3 J5 © J5 Ib J e I J5 1 1 J5 J5 J3 .. i JS — -- 1� — 1 J5 i e o -J5 a _ 1 JS S e M 1 N c J 1 n J3A — --. J3 @.. I Do :* , . � ca w 1 io J3A ~ 2 p J3 o ✓� d anm w w w a JI 3,-a" 23'-0" `��Q�4''`,�CEN3lc •����i i PE 76051 S ATE OF 'ice jOLORto""•'� OIN1r-11�G���� 12 8 � 1, 'A " oil 0 II ^ HURRICANE METAL STRAP D ANCHOR EACH TRUSS (BY BLDR) —A" TYPICAL OVERHANG DETAIL a TYPICAL CORNER SET DETAIL M TO BE USED or (Us ) (3 HU8262 © THDH26-2 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, -INSTALLING do BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WALL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing Is 24' O.C., except as noted. All walls shown cue bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUWIOIaZATION FROM YIIS OFFKE. Labeling trusses Is a service, not a requirement. Engineered drawings supercede labeling of trusses. It Is the responsibility of the builder to unite engineered drawings when erecting trusses WARNING FI PWSB Pa5111R1 111131: W SEARING Is WPM DBECRY TO nE TOP C1OM SH L BE BRACED As SPECIFIED De of Him DE9O1. IBISS S SNALL BE HAd M 91H IEASa11W CARE 1101w1G Me" la PIEVI)a TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E 4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE b CONNECTIONS FOR REACTIONS UNDER 50DO POUNDS. FOR ALL y REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO /—a HANGER IS SUPPLIED. CONTRACTOR SHM CHECK ALL REACTIONS FOR PROPER CONNECTIONS Exposure Category: C Bldg Category: 2 Wind Design Velocity : UZUL MPH lop. rodor : 1.00 End load Orea6cn Foctor : 1.33 Yem Aaal Hdqht :1,L-0_ dC Bab SW Fng j16544 2W101ga 1110 A Fort Pon FL 34951 (MHW4150 NOTE Trusses shown on this layout are a component pad of the buildin �Tr��T� T�� and show truss locatlon. Proper erection, temporary and SOUTHERN (772)464-4160 permanent bracing design are the reaponsibiNty, of the building - H trussdesigcur w his engineer .Lateral bracing a erection ti the Inedor I TRUSS COMPA1vIES INC. truss drawings moat be placed during the erection procedure 2590 Kings Highway, Fort Place, FL 34951 Job No.: t3251 Block: 'Eric Gonzalez" M111so Terrace, Fort Pierce, FL. I a e e a k a Residence" 7/a►1/7 FLAN SUBMITTAL FORM / COVER 8HEET THE 5AK 4 RESIDENCE MILLISA TERR. -LOT 4 FORT FIERCE, FL 341341 SHEET DESCRIPTION A -I FLOOR PLAN A-2 AC-1 ELEVATIONS AC PLANS D-I CONSTRUCTION DETAILS E-1 ELECTRICAL PLAN - ELECTRICAL NOTES d LOAD CALCS. S-) FOUNDATION - STRUCTURAL NOTES - PLUMBING RISER T-1 TRUSS PLAN JURISDICTION: _ PROJECT NAME: ST. LUCIE COUNTY CODE: FBC 2014 5TH EDITION BAKA RESIDENCE MILLISA TERR. - LOT 4 PROJECT ADDRESS: FORT PIERCE, FL 34S4-1 _ ARCHITECT or ENGINEER: STEVEN WOOD P.E. NO. 34398 TYPE OF CONSTRUCTION: CBS FRAME BUILDING DESIGN: ENCLOSED OPEN PARTIALLY ENCLOSED WIND SPEED: (3 SECOND GUST) III (ULT) MPH EXPOSURE: B RISK FACTOR: II INTERNAL PRESSURE CO -EFFICIENT: •18 MEAN BUILDING HEIGHT: < = 30 FEET OVER VARIES ROOF PITCH _ COMPONENTS 4 CLADDING DESIGN WIND PRESSURES: GARAGE DOORS: +26.4 -31.1 PSF ALL OTHERS: +35.1 -40,3 PSF 6/12 TOTAL ROOF DEAD LOAD: 45 - X (SHINGLES) (TILE) �o (METAL) TOTAL FRAMED FLOOR LIVE LOAD: - PSF SHUTTERS: YES ! NO ! IMPACT RESISTANCE ASSEMBLY: YES NO • ( SOME OPENINGS ARE IMPACT RATED SEE PRODUCT APPROVAL FORM ) OR (0)B1^;1NON "PLANS FOR YOUR DREAM" PHONE (864) 3 6'I -(1129 - ROL P .,E-MAIL CUSTOM HOME DESIGN ICING .A\S -\I IOO.CO PRODUCT ROOFING OVERI-4EAD GARAGE DOORS SWING DOORS SLIDING GLASS DOOR WINDOWS PRODUCT APPROVAL SUBMITTAL AFFIDAVIT NOA" - FL. PRODUCT MANUFACTURE FL 10124,1 GAF FL POLYGLASS 5259,1 USA INC. FL 8248.9 WAYNE DALTON FL 11112.1 JELD WEN FL 11112.2 JELD WEN FL JELD WEN 1113ro.4 NOA 15-1210,02 1 PGT NOA 16-0-714,04 NOA 16-0629,11 MODEL M TIMBERLINE POLYSTICK TU PLUS 8000 / E3100 PREMIUM ATLANTIC VINYL FRENCH IMPACT DOOR PREMIUM ATLANTIC VINYL FRENCH IMPACT (2) DOOR 6-PANEL 3080 SOLID DOOR SERIES SH 5410 SGD VINYL SERIES SH 5400 PGT SINGLE HUNG VINYL US BLOCK FL WINDOWS 185.16 HY-LITE MODEL PW 5420 VINYL FIXED WINDOW VINYL FLANGE 1500 1.5 X 8 ACRYLIC BLOCK WINDOW ATTACHMENT METHOD INSTALLED OVER PEEL 4 STICK ROOFING MEMBRANE UNDERLAYMENT INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THE MANUFACTURERe CURRENT PUBLISHED INSTRUCTIONS, USING, MINIMUM FOUR (4) NAILS PER SHINGLE IN ACCORDANCE WITH FBC SECTIONS 15012 OR RSO5.2 SELF -ADHERING UNDERLAYMENT INSTALLED PER MANUFACTURES SPECIFICATIONS. w/ 5/16" BY 1 5/8" LAG SCREWS o EACH JAMB BRACKET 4 (4) AT TOP BRACKET INTO WOOD BUCK EACH SIDE, SEE BUCK ATTACHMENT SPECS SHEET 0-1 FRAME HEAD / SILL - 1/4" TAPCONS MIN. 1 1/2" EMBED.INTO CONC. 6" FROM CORNERS 4 (1) THRU SHOOT PLATE e HEAD / SILL FRAME JAMBS - HINGE SIDE - (2) TAPCONS THRU EA HINGE HANDLE SIDE - 6" FROM CORNERS 4 SPACED MAX I&A" O.C. ALSO (3) 9 STRIKE PLATE ASSEMBLY - SEE MFG INSTALLATION GUIDE FRAME HEAD - 1/4" TAPCONS MIN. I I/2" EMBED. INTO CONG, 9" O.C. FROM CORNERS t ® 3" O.C. 4 6" 4 S" FROM C/L ASTRAGAL EA. SIDE FRAME SILL - 1/4" TAPCONS MIN. 1 1/2" EMBED. INTO GONG, S" FROM CORNERS 4 1 1/2" 4 4 1/2" FROM C/L ASTRAGAL EA. SIDE FRAME JAMBS - (2) TAPCONS B EA HINGE - SEE MFG INSTALLATION GUIDE FRAME HEAD i SILL - 3/16" TAPCONS MIN. 1 1/4" EMBED.INTO CONC. 6" FROM CORNERS 4 (1) C/L FRAME JAMBS - 6 FROM CORNERS 4 SPACED MAX 12 1/4" O.G. SEE MFG INSTALLATION GUIDE i4" ELCO TAPCONS w/ 1 3/8" MIN, EMBEDMENT INTO CONCRETE HEAD 4 SILL - (2) OFF -SET ROWS MAX 8" FROM CORNERS 4 MAX 24" O.C. ANCHOR TO ANCHOR 4 (8) AT ASTRAGAL/INTERLOCK CENTER JAMBS - (2) OFF -SET ROWS 6" FROM CORNERS 4 MAX Il 1/8" O.G. 4" ELCO TAPCONS w/ 1 3d8" MN. EMBEDMENT INTO CONCRETE 014 WOOD SCREWS w/ 1 3/8" MIN. EMBEDMENT INTO WOOD HEAD - 4" FROM CORNERS 4 MAX 16" O.C. ANCHOR TO ANCHOR JAMBS - 5 1/2" FROM CORNERS 4 MAX 16" O.G. 4 MAX 8" FROM MTG. RAILS - SILL - NO ANCHORS REQUIRED V4" ELCO TAPCONS w/ 1 3/6" MIN, EMBEDMENT INTO CONCRETE 014 WOOD SCREWS w/ 1 3/8" MIN, EMBEDMENT INTO WOOD 6" FROM CORNERS 4 MAX 12" O.C. 1/4" ELCO TAPCONS w/ 1 3/8" MIN, EMBEDMENT INTO CONCRETE 014 WOOD SCREWS w/ 1 3/8" MIN, EMBEDMENT INTO WOOD 6" FROM CORNERS 4 MAX 12" O.G. CONCEALED FASTEN ARE THE RESK I:ONTRAGT( ALL MANUFACTUR U FACTORS AND WITH FBC ENE REMAIN ON ALL D( UNTIL INSPECTIC I iiL5E PLANS AND i ARE SUBJECT TO REOUIPIED BY FIELI MAAY 6E: NECE3, C0".4PLY Y11ITH A U I iti�Nl t` a7 ib. DATE % 1'La'�S ;f: D P_R'lt1T R7 BLDG DESIGN PROE PRESSURES PSF PRE; N/A N/A +28,4 -31,1 PSF I + 4E +35.1 -40.3 PSF I +/ +35.1 -403 PSF I +/ +35,1 -40.3 PSF I+61,C +35.1 -403 PSF 1 +38.1 +50,0 +35.1 -40.3 PSF (MANUF, TO PROVIDE STICKER ON WINDOW TO SHOW ACTUAL DESIGN PRESSURES) +/, v V MULLIONS NOA 16-0218,03 PGT SERIES 5400 MN. (2) EACH END THRU CLIP - 114" ELCO TAPCONS MIN. 1 3/8" EMBED. INTO GONG. INSTALLED PER MANUF. SPECS. +35.1 -40,3 PSF +/• (OVER 3LOCK) (2) COATS MIN. 5/8" THICKNESS THEN PAINTED (2) COATS DECORATIVE ( FOR WOOD) VAPOR BARRIER... SIDING -- CEMENTATIOUS FINISH w� PAPER BACKED SELF -FURRING LATHE OVER 5/8" PLYWOOD ATTACHED w/ 1 1/2" GALV, ROOF NAILS g T" O.G. TO STRUCTURAL MEMBERS 'HEN (3) COATS MIN. -I/&" THICKNESS THEN PAINTED (2) COATS N/A `SOFFIT VENTED DECORATIVE CEMENTATIOUS FINISH W'OR BARRIER... w/FELT BACKED HIGH RIB LATHE ATTACHED i/ 1 1/2" GALV. ROOF NAILS ® 4" O.C. ON HIGH RIB w/STUCCO N/A +35.1 -40.3 PSF MIN SHUTTERS FL 12856,1 TOWN t COUNTRY INC). POLYCARBONATE PANELS DIRECT 1OUNT - 5/16" ITW TAPCON XL w/ 2 1/4" MIN. EMBEDMENT INTO CONCRETE 4 EDGE DISTANCE 4 ® MIN 12" O.G. 4 MAX I6" O.G. NSTALLED PER MANUFACTURES SPECIFICATIONS. NOTE: ALL WINDOW 4 DOOR BUCKS: CAULKED t SEALED. SEE DETAILS FOR MOREINFO, ALL WINDOW E DOORS TO FOLLOW MANUFACTURES SPECIFICATIONS AS WELL AS THOSE L I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AhD HAVE APPROVED CONTRACTOR THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS FEXACTWWOOW, AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS. AS SIGNED i DATED BELOW, / ( STEVEN G. WOOD PROFESSIONAL ENGINEER STATE OF FLORIDA PE - 34398 950 S.W. Sultan Drive PORT ST. LUCIE , FL. 34953 PH (772) 878-7324 PERMIT 0 1-101-0131 SEE CLOUDED REYISIONS PER COMMENTS RECEIVID �,M 0 $101. WE PLAN SUBMITTAL FORM I COVEIR SI-IFFY THE 5AKA RESIDENCE MILLISA TERRIF -LOT 4 FORT PIERCE, FL 34c341 SHEET * DESCRIPTION A -I FLOOR PLAN A-2 ELEVATIONS AC-1 AC PLANS p-I CONSTRUCTION DETAILS E-1 ELECTRICAL PLAN - ELECTRICAL NOTES E LOAD CALCS, FOUNDATION - STRUCTURAL NOTES - PLUMBING RISER 8-1 T-1 TRUSS PLAN JURISDICTION: ST, LUCIE COUNTY CODE: FBC 2014 5TH EDITION PROJECT NAME: F3AKA RESIDENCE MILLISA TERR. - LOT 4 PROJECT ADDRESS: FORT PIERCE, FL 3494-1 ARCHITECT or ENGINEER: STEVEN WOOD P.E. NO, 34398 TYPE OF CONSTRUCTION: CBS • FRAME BUILDING DESIGN: ENCLOSED ' OPEN PARTIALLY ENCLOSED WIND SPEED: (3 SECOND GUST) 160 (ULT) MPH EXPOSURE: B RISK FACTOR: 11 INTERNAL PRESSURE CO -EFFICIENT: •18 MEAN BUILDING HEIGHT: < = 30 FEET OVERHANG: VARIES ROOF PITCH 6/12 COMPONENTS E CLADDING DESIGN WIND PRESSURES: GARAGE DOORS: +28.4 -31,71 PSF ALL OTHERS: +35,1 -40.3 PSF TOTAL ROOF DEAD LOAD: 45 - X (SHINGLES) (TILE) (METAL) TOTAL FRAMED FLOOR LIVE LOAD: - PSF SHUTTERS: YES ' NO " IMPACT RESISTANCE ASSEMBLY: YES • NO ( SOME OPENINGS ARE IMPACT RATED SEE PRODUCT APPROVAL FORM ) 0131ERSON "PLANS FOR YOUR DREAM" �'I SlO\I HOME itI k(i\ DGP •\ 1 , AI 0O.I OM PRODUCT APPROVAL SU5MITTAL AFFIDAVIT _ PRODUCT NOA* — FL. PRODUCT MANUFACTURE MODEL " ATTACHMENT MEtI-40D BLDG DESIGN PR< PRESSURES PSF PR FL INSTALLED OVER PEEL d STICK 10124,1 GAF TIMBERLINE ROOFING MEMBRANE UNDERLAYMENT N/A INSTALLED PER MANUF. SPECS, ROOFING FL POLYGLASS POLYSTICK 5259,1 USA INC. TU PLUS SELF -ADHERING UNDERLAYMENT N/A OVERHEAD FL INSTALLED PER MANUFACTURES SPECIFICATIONS. GARAGE DOORS 8248,E WAYNE DALTON 8000 / 5100 w/ 5/1ro BY 1 5/8" LAG SCREWS A EACH JAMB BRACKET +28,4 -31,1 PSF < (4) AT TOP BRACKET INTO WOOD BUCK EACH SIDE, SEE BUCK ATTACHMENT SPECS SHEET D-1 + PREMIUM ATLANTIC FRAME HEAD / SILL - 114" TAPCONS MIN. 1 1/2" EMEED.INTO GONG, roll FROM CORNERS FL 4 (1) THRU SHOOT PLATE 0 HEAD / SILL 11112,1 JELD WEN VINYL FRENCH FRAME JAMBS - HINGE SIDE - (2) TAPCONS THRU EA HINGE +35.1 -40.3 PSF IMPACT DOOR HANDLE SIDE - 6" FROM CORNERS < SPACED MAX 16.1" O.C. ALSO (3) s STRIKE PLATE ASSEMBLY - SEE MFG INSTALLATION GUIDE FRAME HEAD - 114" TAPCONS MIN, 1 1/2" EMBED. INTO GONG. 9" O.G. PREMIUM ATLANTIC SWING DOORS FL 11112.2 JELD WEN VINYL FRENCH FROM CORNERS 4 0 3" O.G. t 6" t 9" FROM CIL ASTRAGAL EA, SIDE FRAME SILL - 114" TAPCONS MIN. 1 1/2" EMBED. INTO GONG, 9" FROM +35,1 -40.3 PSF IMPACT (2) DOOR CORNERS t 1 1/2" 1 4 1/2" FROM CIL ASTRAGAL EA, SIDE FRAME JAMBS - (2) TAPCONS s EA HINGE - SEE MFG INSTALLATION GUIDE FL 6-PANEL FRAME HEAD / SILL - 3/16" TAPCONS MIN. 1 1/4" EMBED.INTO GONG. JELD WEN 3080 ro" FROM CORNERS t (U C/L +61 11136.4 SOLID DOOR FRAME JAMBS - roll FROM CORNERS t SPACED MAX 12 1/4" O,C. +35.1 -40.3 PSF SEE MFG INSTALLATION GUIDE SLIDING La" ELCO TAPCONS w/ 1 3/8" MIN. EMBEDMENT INTO CONCRETE NOA 15-1210.02 PGT SERIES SH 5410 HEAD t SILL - (2) OFF -SET ROWS MAX 8" FROM CORNERS t MAX 24" O,C. GLASS DOOR SGD VINYL ANCHOR TO ANCHOR < (8) AT ASTRAGAL/INTERLOCK CENTER JAMBS - (2) OFF -SET ROWS 6" FROM CORNERS < MAX Il 1/8" O.C. +35.1 -40.3 PSF +32 44" ELCO TAPCONS w/ 1 3/8" MIN, EMBEDMENT INTO CONCRETE NOA 16-0�14.04 SERIES SH 5400 014 WOOD SCREWS W/ 1 3/8" MIN, EMBEDMENT INTO WOOD SINGLE HUNG VINYL HEAD - 4" FROM CORNIMs t MAX 16" O,G, ANCHOR TO ANCHOR +50. PGT JAMBS - 5 1/2" RROM CORNERS t MAX I6" O,G. : MAX 8" FROM MTG. RAILS - SILL - NO ANCHORS REQUIRED +35.1 -40.3 PSF PW 5420 14" ELCO TAPCONS w/ 1 3/8" MIN, EMBEDMENT INTO CONCRETE WINDOWS NOA 16-0629,11 VINLY FIXED WINDOW 014 WOOD SCREWS w/ 1 3/5" MIN, EMBEDMENT INTO WOOD 6" FROM CORNERS 4 MAX 12" O.G. (MANUF. TO PROVIDE STICKER ON WINDOW US BLOCK VINLY FLANGE 44" TAPCONS TO SHOW ACTUAL FL WINDOWS 15cK ELCO w/ 13/8" MIN. EMBEDMENT INTO CONCRETE 014 WOOD SCREWS w/ 1 3/8" MIN. EMBEDMENT INTO WOOD DESIGN PRESSURES) 185,16 HY-LITE MODEL L5 8 ACRYLIC, 6 FROM CORNERS t MAX 12 O,C, BLOCK WINDOW SERIES MIN, (2) EACH END THRU CLIP - 1/4 ELCO TAPCONS MULLIONS NOA 14-1105,01 PGT MIN, 1 3/8" EMBED. INTO CONC. +35.1 -40,3 PSF 5400 INSTALLED PER MANUF. SPECS. (OVER BLOCK) (2) GOATS MIN, 5/8" THICKNESS THEN PAINTED (2) COATS DECORATIVE ( FOR WOOD) VAPOR BARRIER... SIDING — CEMENTATIOUS W/ PAPER BACKED SELF -FURRING LATHE OVER 5/8" PLYWOOD N/A ATTACHED w/ 1 1/2" GALv, ROOF NAILS 6 -1" O.G. TO STRUCTURAL MEMBERS FINISH THEN (3) COATS MIN. -1/8" THICKNESS THEN PAINTED (2) COATS SOFFIT - VENTED DECORATIVE VAPOR BARRIER,,, w/FELT BACKED HIGH RIB LATHE ATTACHED N/A CEMENTATIOUS FINISH w/ 1 1/2" GALV, ROOF NAILS + 4" O,C, ON HIGH RIB w/STUCCO SHUTTERS FL TOWN 1 24 GA, STEEL INSTALLED PER MANUFACTURES SPECIFICATIONS. +35.1 -40,3 PSF 12856,3 COUNTRY IND, EQUAL OR BETTER PANELS MAY BE USED a PANELS NOTE: ALL WINDOW t DOOR BUCKS: CAULKED E SEALED, SEE DETAILS FOR MORE INFO. ALL WINDOW < DOORS TO FOLLOW MANUFACTURES SPECIFICATIONS AS WELL AS THOSE I I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS, AS SIGNED 4 DATED BELOW, STEVEN G. WOOD PROFESSIONAL ENGINEER STATE OF FLORIDA PE - 34398 950 S.W. Sultan Drive PORT ST. LUCIE , FL. 34953 PH (772) 878-7324 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #SG SF-/7Z#9W &Well #St-1S9b2 Date: lZ//b//6 Revie+n,er CONTRACTc EXACT WINDC Ill SS3tJ'�3 £E H HS 54 H9 44 He 5L HS (V 9H + ® OS 080E LU J -,L a i J I N 8 O,II---------------- ------ _ a � N � � o z , ma _ _ z Q d9 990 , �9 99ob = - Q C U u v 0 10 F ___ I I W ? n H U (- N s j0 O z 0 U 1 (V w m W N J406OSK 119,9Z 090E O UX UI� u7ld 3N�1 �S 110 ,L a Q Q Q 3LL --------------- inOa 0 N�_-�' o �I y v i .4 ,10•,9 ; Q 1,Y-,E 0 m dO998Z- --- -----------------------------'O'O 0809 T w" }1� ® 0 890E I N Q 0 in LL w 9L HS 9H • � Q r 1L O �E 1,0-,5L N m Y 0 op --------- --------.- -- �F 119-,LI I ---- „O-,Z 0_ £ _ _ 1 110-111 �- J - aVV NV'V 09091 ;� U O = ZI �I a U „o „o-,gl „o ,b I LC N ill I a Q NLL cm�N O w V Q U I l�1Jl .. ------------ .. .________, 0 a I (((\ N J U LU m o ,E Y 3d0 S 1 n m et �4 r Ul i N = I 01 i N a) 1 M a Q O LL d � 3 1 ui Q W N i }' I ------- —---------------------------------' c0 N ci = I Q V ZI 3d01SO c Wmm WR�IJ z i m^ Q 47 Q HONV' 0917E N3Af 0l loom — — 31NI I — + Q Q J � i LU 0� 1 d o m 4 u U ofoE au4n I �= 0,E v '� 341. ssv�� o9`� LL � o£ xos p p U UJ Q ~= U 89BZJ 899E N ::i Q a fK J J Y3 Q LL Z w LL r Q q ul' zU/I. O 31 m F N N „8 ,E a m 7 ZI ^ Q - 999Z m = a4 JI l�fd 894Z — 1 _( I m „0-,81 „0-,01 110",5 F j — 5E H HS 5E H H8 4E H He 9H + 0,-,L Q Q W � I1b-1bL „O',44 ,A-,E 1,0-,Z „O-,EZ "z �oa w a Ua'n'C w rP. LEFT ELEVATION SCALE: 1/4" - 1' O" F.F. REAR ELEVATION SCALE: 1/4" - 1'-O" RIGHT ELEVATION SCALE: 1/4" - I'-O" �' ARCHITECTURAL SHINGLES IIYii:i■i�lYiiiirir►��� Ilia 0 ►�� .i��■�Y+rir��Y+rir��Y�rir�i���Y+��ir��Y+�rr��Y���r1i�Yr��r��. RAISED CEMENTATIOUS FINISH �.����i ���i�!i ������i■.�!� ri�ur�li �����1� �����1� ���rrt� ����rt� �i�.. a MY GEMENTATIOUS . FINISH FRONT ELEVATION SCALE: 1/4" = I'-O" F_ 12' O' 0 1212' O� � F,F.s I N LU Z H O I J a U .Q I I I, I ° META 00 o II 0 0 °° ° v, 0 0 .`+ 0 I I MBHA ° OR EQUAL d� MTS SIMPSON STRONG -TIE N.T.S. SEE WALL DETAIL FOR ROOF DETAIL OVERHANG SEE ELEV. Sall CDX SHEATHING NAILED STI ® 611O.C. w/ 8d RINGSHANK NAILS--► (81 SC NAIL TRUSS TO LEDGER r ® 6" O.G. w/ led NAILS 2 x 4 P.T. ATTACHED TO BEAM w/ 16" WEDGE ANCHOR (MIN 4" EMBEDMENT) W/ 311x 3" x W, TIE OR BOND WASHER O 32" O.C, BEAM ' 2 x 4 4' O.G. NAILED TO BOTTOM OF TOP I I I CHORD OF TRUSSES I I I I w/ (2) 16D NAILS (1) ROW 2 x 4 CROSS BRACING IN CENTER I OF TRUSS NAILED w/ (3) 160 NAILS II II — 2 x 4 4' O.C. NAILED I I I I TO TOP OF BOTTOM CHORD OF TRUSSES w/ (2) I&D NAILS ENGINEERED WOODa TRUSSES • 24" O.C. STIFFBACK.S UPRIGHTS UNDER 3' - NO STIFFBACKS REQUIRED UPRIGHTS 3' - 6' - 2 x 4 NAILED 411 O.C. w/ led NAILS UPRIGHTS 6' - 10' - 2 x 6 NAILED 4" O.C. w/ 16d NAILS UPRIGHTS 10 - 14' - 2 x 6 OR (2) 2 x 4 NAILED 4" O.C. w/16d NAILS TYPICAL GABLE END DETAIL N.T.S. DOOR E WINDOW SUCK DETAILS (1) 8 x 8 FILLED CELL (2) 8 x 8 FILLED CELLS w (1) 05 o ROD CONTINUOUS w (1) 05 a ROD CONTINUOUS EACH CELL FROM FTG. TO BEAM, FILL w CONCRETE, EACH CELL FROM FTG. TO OR B" x ib" COL. BLK, w (2) MS a RCO CONTINUOUS BEAM, FILL w CONCRETE EACH CELL FROM FTG. TO BEAM FILL w CONCRETE EXTERIOR WINDOW DO DOOR DOOR GLA DOOR i x 4 BORAT I x 4 BORAT 2 x 6 BORAT TREATED PT BUCK 2 2 6 PT n.1=K TREATED PT BUCK TREATED PT BUCK TO REQ.WIDTH "2'SYP BUCK WINDOW SLIDING GLASS DOOR EXTERIOR DOOR GARAGE DOOR DOOR 4 WINDOW BUCK ATTACHMENTS AS FOLLOWS: WINDOWS: I X 4 PT BUCKS ATTACHED TO CBS w/ 2" EMBEDMENT bd CASE HARDENED COIL NAILS 611 O.G. 4 3" FROM ENDS SLIDING GLASS DOORS: I X 4 BUCKS ATTACHED TO CBS w/ 2" EMBEDMENT 6d CASE HARDENED COIL NAILS roll O.C. AND 3" FROM ENDS GARAGE DOOR: 2 X ro PT ATTACHED TO CBS w/ Ih" x 6" EMBEDMENT WEDGE ANCHORS s 24" OC. WINDOWS 4 SLIDING DOORS INSTALLED PER MANUFACTURES SPECIFICATIONS, ATTACH THRU WINDOW FRAME TO CBS w/ 3/1611 BY 214" TAPCONS w/ 1144° MIN, EMBEDMENT INSTALLED PER MANUF, SPECS, UNLESS OTHERWISE NOTED PRE+IUNG METAL EXTERIOR DOORS: ATTACH 2 X 6 PT BUCK TO MASONRY w/ 3/16" BY 314" TAPCONS • 12" O.G. 4 roll FROM EACH END. ATTACH DOOR TO BUCK w/ 010 2 1/211 WOOD SCREWS o 12" O.C. ROOF EDGE i I � R91�CE I � I ROOF EDGE AN 44 03 lI FLASHING FOR FENESTRATION FOR MASONRY WALLS AS PER FBC R103.8.1 THE FOLLOWING WILL BE APPLIED DUPONT TYVEK FLUID APPLIED FLASHING -BRUSH FORMULATION FOR MASONRY WALLS - FOLLOW ALL INSTALLATION GUIDELINES 12 SEE ELEVATIONS FOR ROOF PITCH I 11 11 11 1f II 11 \I 11 11 \I II 11 11 11 I I 5/8" DRYWALL • EXTERIOR CEILING - HIGH RIB LATHE 4 CEMENTATIOUS FINISH 1/2" P.T. NAILER CURTAIN NAILER 1 X 4 P.T. is WINDOWS I X 8 P.T. 0 S.G.D. NOTE: WALL HGT. VARIES (SEE ELEVATIONS) SILL I X 2 P.T FURRING ® I611 O.G. MAX R 4.2 FIFOIL INSULATION OR EQUAL 3/4" CELOTEX INSULATION BOARD 1/2" DRYWALL— IX4P.T. BASE NAILER BASE SEE SLAB NOTES ON SHEET 6-1 FOR SLAB REQUIREMENTS DOOR OPENING BETWEEN RESIDENCE LIVING AREA 4 GARAGE PER FBC 2014 5TH ED, - CODE R302.5.1 Opening protection. Openings from a private garage directly Into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid Wood doors not less than 1 3/8" (35mm) in thickness, solid or honeycomb -core Steel doors not less than 1 3/8" (35mm) thick, or 20-minute fire -rated doors, equipped with a self -closing device. FRAME WALLS BETWEEN RESIDENCE LIVINGS AREA 4 GARAGE PER FBC 2014 5TH ED. - CODE R302.6 The garage shall be separated from the residence and its attic area by not less than Ih -inch (12.1mm) gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8" 115.9mm) Type X gypsum board or equivalent. Where the separation is a floor -telling assembly, the structure supporting the separation shall also be protected by not less than V2" (12.1mm) gypsum board or equivalent DUCTWORK TO COMPLY w/ FBC 2014 5TH ED, - CODE R302.5.2 Duct penetration. Ducts in the garage and ducts penetrating the walls or Ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48mm) sheet steel, I inch (25.4mm) minimum rigid nonmetallic Class 0 or Class I duct board, or other approved material and shall have no openings into the garage. — PRE ENGINEERED WD TRUSSES 0 24" O.C. - U.N.O. — BLOWN OR BATT R-30 INSULATION SIMPSON STRONG TIE AT EACH TRUSS SEE CONNECTOR CHART ON SHEET T-i FOR REQUIRED STRAP SHINGLES (SEE PRODUCT APPROVAL ON COVERSHEET) OVER PEEL 4 STICK UNDERLAYMENT OVER 5/811 C.D.X. PLYWOOD (SEE NAILING PATTERN FOR SHEATHING) SEE ELEVATIONS FOR WALL HEIGHTS m — ( TOP OF EIEAM I — METAL DRIP EDGE IX2P.T. I X 8'ASOA w/ 2 x 4 SUS FASCIA STUCCO SOFFIT U.N.O. VAPOR BARRIER W/ FELT BACKED HIGH -RIB LATH ATTACHED W/ I Ian GALV, ROOF NAILS • 4" O.C. ON EAC►1 HIGH RIB w/ STUCCO UP TRUSS RAKE TO WALL 4 4 x 6 VENTS • EA CAVITY CONIC. FILLED "U" BEAM BLOCK W/ N5 BAR CONT. PRECAST "U" LINTEL FILLED w/ CONC. (SEE LINTEL SCHEDULE - PAGE 5-1 FOR SIZES) NOTE: OVERHANG VARIES (SEE ELEVATIONS) WINDOW W/ SCREEN (SEE FLOOR PLAN FOR SIZE) TOP OF WINDOWS s S' A.F.F. UNLESS NOTED OTHERWISE PRECAST CONC SILL 8 X 8 X 16 CONC. BLOCK (1) 05 VERT. ROD • ALL LOCATIONS SHOWN ON SHEET 8-1 CEMENTATIOUS COATING OVER CONCRETE BLOCK T/8" THICK CEMENTATIOUS BANDS (IF SHOWN - SEE ELEVATIONS) — - — - - FINISH FLOOR ELEV. —� TOP OF BLAB GRAJDE MIN 4" BELOW FINIS FLOOR ELEV.) 12" MIN DEPTH BELOW GRADE BEAM tnV n l 2 x 8 PT ATTACHED TO BEAM w 3/16" X 214" ' ' n L TAPCONS 311 FROM EDGE 4 MAX 12" O.C. `n `n Y I 2x4 WOOD BLOCKING MAX. roll O.C. ATTACH 1<s11 COX PLYWOOD FACE TO 2x4 WOOD BLOCKING w (2) IOD NAILS EACH END 4 TO 1x8 W iOD NAILS 3" FROM EDGE 4 6" O.C. 1 x 8 PT ATTACHED TO MASONRY w 3/1611 X 214" TAPCONS 3" FROM EDGE 4 MAX 12" O.C. ATTACH WINDOW w 010 STAINLESS STEEL SCREWS 12" O.G. INTO 2 x4 WOOD BLOCKS PER MANUFACTURES INSTALLATION INSTRUCTIONS ARCHED / ROUND TOP FRAMING N.T.S. DOUBLE 2 x PLATE —• 3/8" TAPCONS (MIN. 1 3/4" EMBD.) 4 (1) 611 FROM EA. END 4 (1) a MIDDLE OF STUD EQUAL OR BETTER ANCHORS MAY BE USED FRAME WALL 2 x SPF STUDS c I&" O.C. 2 x PT STUD MASONRY 2 x PT SILL PLATE—► TIE BEAM OR BOND BEAM " . a^ NON -BEARING FRAME WALL TO MASONRY ATTACHMENT DETAIL N.T.S. ZONE 1 4 2 _ USE 8D RING SHANK NAILS m roll O.C. 4 ZONE 34 4" O.C. TYPICAL NAILING PATTERN FOR ROOF SHEATHING N.T.S. 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