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ENGINEERING NOTE. THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, FOR RESIDENTIAL COAL T. TWEENGiNEERIIVGONT}]IS O NOT COVER ELECTRICAL, HARV, O SEAL i �W PLO CONSULTING ENGINEER: HAROLD BERGSTEN, JR P.E. FL, P. E, # 43670 PH: 321-508-4266 ADDRESS. 14363 WINGFOOT RD ORLANDO FL 328216 BLOCK SHEARWALL NOTEr EACH BLOCK WALL SEGMENT FROM GROUT FILLED CELLTO CELL CONSTITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBG WIND LOAD AND LABELING REQUIREMENTS BLOCK WALL NOTES W X S" X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE LAP BONDED W ITH HIGH STRENGTH MORTAR. ONE # S REBAR DOWNROD W TOP BEND SHALL BE PLACED IN EACH GROUTED CELL INDICATED "ON FLOORPLAN, TOP COURSE OF BLOCK WALL SHALL BE LINTEL U-BLOCK AND SHALL HAVE ONE, fi5 REBAR PLACED HORIZ WITH 25" LAPS IN GROUTED TROUGH ALONG ENTIRE BLOCK WALL PERIMETER. PRE CAST LINTEL HEIGHTS LINTEL BOTTOMS SHALL BE PLACED 16" LOWER THAN WALL HEIGHT, unless noted olhorMse on plan> PREHUNG DOOR LINTEL BOTTOMS SHALL BE RECESSED UPWARD;?. GARAGE DOOR LINTEL BOTTOM SHALL BE MEASURED FROM SLAB AT OVERHD DOOR. USE DR HT ON FLOORPLAN, , VERIFY ALL LINTEL HEIGHTS WITH BUILDER BEFORE INSTALLING, NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC, OR 16" OC IF BUILDER PREFERS, ADD BLOCKING IN WALL CAB AREAS AND AT ALL VERT JOINTS. FIREBLOCK AS NEEDED TO SEPARATE CEILINGS AND WALL SP. DRYWALL FURRING NOTE AI_L PT FURRING IS SECURLY NAILED TO BLOCK WALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND BAND TOP AND BOTTOM .No air gaps in top band VERT STRIPS ARE V OC OR IF BUILDER PREFERS 16' OC USE i X8 PT AS WALL NAILER$ ONLY. USE 1 X 4 PTAROUND WINDOWS AND DRS. WALL. HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB, AFF MEANS "ABOVE FINISHED FLOOR", FINISHED FLOOR MEANS MAIN SLAB OR MAIN FLOOR LEVEL OF STRUCTURE THIS PLAN WAS. DESIGNED TO MEET OR EXCEED THE FOLLOWING CODES, AS APPLICABLE, UNDER THE UMBRELLA OF THE 2010 FLORIDA BUILDING CODE IF DETACHED ONE OR TWO FAMILY DWELLINGS OR TOWNHOUSES THEN FBC RESIDENTIAL IF EXISTING BUILDING UNDERGOING REPAIR THEN CHAPT34 IF REPAIR OR INSTALLATION OF ELEC SYSTEMS THEN FBC BUILDING CHAPTER 27 OR FSC RESIDENTIAL CHAPT 34-40 IF INSTALLATION OR REPAIR OF GAS PIPING THEN FBC FUEL GAS IF INSTALLATION OR REPAIR OF PLUMBING THEN FEC PLUMBING FOR FIRE PREVENTION MEASURES THE FLORIDA FIRE CODE IF INSTALLATION OR REPAIR OF HARV SYSTEMS THEN FBC MECHANICAL FOR ENERGY EFFICIENCY THEN FBC CHAPTER 11 IF ACCESSIBILITY PROVISIONS THEN FBC BUILDING CHAPTER1I ACTUAL DESIGN AND SIZING OF HARV SYSTEM, GAS PIPING, ENERGY CALCULATIONS, PLUMBING LIFT STATIONS OR PRESSURE LINES AND ANY OTHER INFORMATION USUALLY FURNISHED BY LICENSED SUB,-CONTRACTORS AND SUPPLIERS ARE NOTINCLUDED IN THIS PLAN DESIGN. 2314 TOTAL Sf AC SP. 564 garage 161 R porch 43 F porch 3082 TOTAL S1= under roof RRO.XCT OAK LANE ADDRESS, CAFE CANAVERAL, FL 32920 SUBDIV gUL� TURNKEY CONSTRUCTION PH 321-403-3263 DATE DRAWN SEPTEMBER 23RD 2014 REVISION DATES, OAK LANE TOUCAN we �_P pa Aadirldn X- RP'47�6601 Plans y :[vmrw-griffithplans.ram Thisplan,plannotes bordernofe5Udall paresare topylichted20MWcfftth Funs Hoporhoo may bereprodaced or copied in anyway without pnorwritten permWionfrom goffithFian& Al rlWsarereserredandwillbepralededand enforced In the event of oofaffm PG 1 +OF 4 FLOORPLAN NAILING SCHEDULE forwood framing, roof and wail sheathing, floor deckling Meets or exceeds F'BC requirements -I2iti40�PiTC+-1 nominal sizes below Cate o ,gly sW!c nit fastener items nailed together 1 St item 2nd item non bearing wall 2 equal 'led com tole plate to studs 2x4 20 non bearing wall 2 equal led com bottom plate to studs 2x4 2x4 non bearing wall 2 ea truss led com top plate to truss bottom 2x4 2x4 bearing wall 4 2per side 8d com stud to bottom plate toenail 2x4 .2x4 bearing wall 2 equal ted corm top ate to stuff 2x4 20 bearing wall 2 equal ted coin bottom plate to studs 2x4 2x4 bearing wall 2 16,00 'led colrai[ bottom plate to joist face nail 2x4 typ joist bearing wap 2 24" o.c lel com double studs face: nail 2x4 2X4 bearing wall 2 16" cc tied corn double top plates face nail 2x4 2x4 bearing wall 2 equal I Od com top plates laps and intersections 2X4 2X4 bearing wall 1 16" oc. 1.6d corn double header nail along ea edge size for span/load bearing waif 2 2 OF 4 ted com built up corder studs 2X4 2x4 bearing wall 1 16,00 7d cut nalts bottom plate to slab/foundation 2x4 cone bearing wall 2 S2"ac 20d com 3 layers bm stagger naffs top & bottom size for ,span/load floor framing 3 equal ted com joist to band foist face nail size forspan/ioad floor framing 2 equal 8d com bridging to joist toenail ea end 1x2 typ joist floor framing 6" o4 8d com band joist to slit or top plate size for spar/load ceiling framing 3 equal led com ceiling joists lap over partidorus size for spaphoad floor deck 2 equal 8d ringshank 1x6 or less subiloor nail to ea joist size for spanlload floor deck �i=■ 6".00 8d t'rngshank 6/8" nominal wood structural panel - 4ft x Oft typ joist floor deck 6" oc 8d riogshank a/4" nominal wood structural panel 4ftx Oft typ joist wall sheathing 6" oo 8d cam 1/2" nominal wood structural panel Oft x Oft typ stud roof decking 6" oc 8d rirtgshank 1/2" nominal wood structural panel Oft x Oft typ truss ADDITIONAL NAILING MAYBE USED TO MEET WINDLOAD REQUIREMENTS II II III 111 II I I !I III II II II I I II I III I I II III! II I I II I 1muoaL'u►vir-A►vT ivwa.► ►w►►► -T twtluvttmin LOCATED AT HIGHEST AOOF PEAK OVER 10 Fr _NG E WS TO CONFIRM • - A 10D TO 16D NAIj l I I _ installation PROVIDES Up T6116 LBSj I — OF HOLDING Srlii;NGTH. _ DATE DF2AV,lN .SEPTEMBER 23RD 2014 AN 8D NAfL PROVaES UP I I REVISION DATES. TO 45 >_8S. 1eco stone - THE NUMBER OFNAILS IN A comr:cmn TMES. I i I I top of HOLDING STREWTH per — — beam nail DETERMINES APPROx I oa OAK LANE TOUCAN STRENGTH OF I — r CONNECTION. TEN 160 NAILS PROVIDE$ APPROx „ 1160 LBS OF STRENGTH. Orton times 110US per nail overhanc, '1160 LBS. Varlinces — - occur due to ccnntator design strength aid steel thickness, woodt"pe.and strength, nailing patterns and type of loading. FEFER TO MANUFAGTUl1Eit TABLES OR ORME ACCURATE LONG. SE ELEV VIE , -I2iti40�PiTC+-1 — ----——————— — - — — ——--———-,---— — ENTIRE ROOD PROJECT OAK LANE _ . A17DRI=SS. TEXTURED I�Wl CAPE CANAVERAL, FL 32920 CONNECTOR N&INQ FaoI1�EnnI=1►1rs �� SHIN S M�= - .' =.""-111�Wl Verity placement of all sLBDly LOAD VALUES DEP ENI ON SIZE AND NUSER OF ► ► 32 5 Lill optional deco stone dropporc Bull > R TURNKEY CONSTRUCTION MEN I. � f I_�.. I L i I I L U o A 10D TO 16D NAIj l I I _ installation PROVIDES Up T6116 LBSj I — OF HOLDING Srlii;NGTH. _ DATE DF2AV,lN .SEPTEMBER 23RD 2014 AN 8D NAfL PROVaES UP I I REVISION DATES. TO 45 >_8S. 1eco stone - THE NUMBER OFNAILS IN A comr:cmn TMES. I i I I top of HOLDING STREWTH per — — beam nail DETERMINES APPROx I oa OAK LANE TOUCAN STRENGTH OF I — r CONNECTION. TEN 160 NAILS PROVIDE$ APPROx „ 1160 LBS OF STRENGTH. Orton times 110US per nail overhanc, '1160 LBS. Varlinces — - occur due to ccnntator design strength aid steel thickness, woodt"pe.and strength, nailing patterns and type of loading. FEFER TO MANUFAGTUl1Eit TABLES OR ORME ACCURATE I�Wl �� M�= - .' =.""-111�Wl INFO. dropporc MEN DOUBLING OF r r�E# .,.:«. .. "�� slab 47 � ® s 2 OF 4 DOUBLE rr� �S� llsliPG , i�!�'■ �Alll�l ��"� 11n!�1 rovided The conrectors doia� EggQ:: .>r z�� ���: �i=■ not Overlap and the nIELEVATIONS. a • s' does not split thesivood. II• III iii, III -v- P --a tom■ ■ArTIt % III, i A Iw11 a1^ . . . . . . . . . . . . . . . . . . . . . . . . I . . ! . . . . . . . . . .. , . . . . . . . I . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . .. . . . . .. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . % , . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. _.. . . � .. . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. ... . . . . . . DECKING NOTES I .? � . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I :.: . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . ENGINEERING NOTE . . . : . . . . . . . .. . . . . . . . . . . . . . . . . ... . -'>, I,KLL 1+ A 0 114,_ NVIVI 1,A/A . � . . . . . . . . . . . . . . . . . . JIM, . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . Ul . . . . . I . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . PLYWD DECKING AT RIGHT . .. . . . . . . . . . . . . . . . . THIS PLAN HAS BEEN DESIGNED TO MEET OR �:. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . � . . . . . FIBERGLAS SHINGLES OVER .. . . . . . . . . . . . . . :. . . . . . . . . .. . . . . . . . I . . . . . . . . . . . . . . . . . . .. . . ., . . ANGLES TO ROOF EXCEED THE ]REQUIREMENTS OF THE 2010 FLORIDA ... . . . . . . . . . . . . . . . . . - - - - - - - - - -- .. � I .. . . . . 30 LB ASPHALT FELT TYP ROOF DECKING IS 1/2'(NOMINAL) . . . . . . . . . . . . . . - - - -, - - - - - - - . - TRUSSESIRAFTERS BELOW BUILDING CODE, FOR RESIDENTIAL CONST. ... . . . . . . .:: . . . . . . I . . . . . . . . . . . . . I . . . . . . . . . . . . . ! . . . . . . . . . . . . . CDX PLYWOOD 4 X 8 SHEETS. . . . . . . . . . . . . . . . . . .1 . . ;�__ . . . . . . I THE ENGINEERING ON THIS PLAN D OTCAR . � : , . . . I . . . . . . . . . OES N . . . . . . . . . . . . . . - - - - - - ;17 I , . . . . . . . . . . . . . ROW . . . . .. . Q MIN PLYWOOD WIDTH IS IZ' � . . . . . ... . . . . . . . . . � � . . . . . . r . . . " ,/ . . STAGGERED EVERY OTHER . . . . . . . . . . . . . . . . . . . . . . . . I . . . I . . ELECTRICAL, HARV, 08 PLUMBING. / I . . . . . . . . . . . . . . . . �R . . . . ) , . . . . I : : . . . . . . . . . . . (NAIL E� OC W 8D RINGSHANK NAILS.) . . . . . .. . . . . . . . . . . . . I - -.O-"-,---.-- // . � : . . . . . . . . . . . . . . . . I I I I i.. . . PRE-ENGINEERED WOOD . gable ends nail 4!' oc back to first 2 trusses. . . . . . . . . . . . . . . \A . i I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . I (a) STAGGER END JOINTS �.. . . . TRUSSES 21 OC. (BRACE & . . . . . . . . .. . .. . . . . . . . . -) I . . I . . . . . .. . . . . . . .. I I r., I - " " . � .. . . M15TAL DRIP EDGE, ALUM OR VINYL SOFFIT . .. . . . . . .. . . . . . . . . . . . .. . . . . . I Hl ' . . T I . I centered over framing member . . SEAL . . %` . � : . INSTALL AS PER TRUSS CO . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . I . . . . I I I . . . , . . . . . . . J* . . . . . . : . . . . . .. . . . .. . . AND FASCIA. 2 X 6 OR 2 X 4 SUB- FASC [A. . . . . . . . . . . . - - - . . .. . % . . �, . INSTRUCTIONS) I . . . . . . . . . INSTALL STEEL H -CLIP . . . . . I . .. .. � . . . . . . . . . . . . . . . . . . . . . . -1 _. I - I - I @ . .f 14 . i � : . . . . . CONNECT SOFFIT ALUM RECEIVING . . . GROUTED LINTEL . . . . . . . I * . . . . - . . . \__ . . . . U -BLOCK W 1 # 5 STL . . . . . . . . . . . . . . I I . BETWEEN EACH I . . $ 7. . INSUL OVER AC SP . . - OC, . . . . . . . . .. . . - - I . . . . *# * ; i: . . CHANNEL TO. WALL W/T-NAILS 16 . . . 1_� . . PEAK . . � .. . . . .. �. . . . ... . . . . . PLACE SOFFIT IN CHANNEL AND NAIL . REBAR CONTINUOUS . ... . . . 77, . . . .. .. I . . Q I _____IL_ UNBLOCKED PLYWOOD . . . 9 . . � . . . . . . . . . . . . . . ,all . � .. - . .. . (UNLESS OTHERWISE . . . . . : SW LENGTH FROM . . . . . I . SEAM . . . i �. . . mus '' , ENDTOSUB-FASCIAW/1-1/2`GALV . . . . I I . .. . � . . ! . . I OTHER . . . . . . . . I .. . TD--2�', . . . 1p_ 11 ct, .: . I OTED ON PLANS) MIN . . . FLOORPLAN . . I . *. .,. �1. . . - . . GALV STL H U 8 - � 1/2'CB DRYWALL SCREWEDTO I . ROOFING NAILS EA 16"OC 2V'LAPS ON REBAR . . . . . .. . . . ... " ,�/zz�zzzz .. . . . I I , I 4 GABLE NAILING SCHEDULE . .- .. . . . 0 / . . k . . . , . . . . . � - I 1�_ . . .. . . : � . . /---N NAIL DECKING 6" OC AT EDGES . . .. . -,��Inntr) 0 - � �. le i . . .. SS TRUSS BOTTOM CHORD. .. . -_ . GALVSTL HUR TIE EA TRUSS TO BEAM 0 . . . . . . I . 1. I � . STRAP EATRU - . I . . . . I �!! � �! I . . . . . .... . . - . . . �.v 1111111111111111111111111 ---.-- - .. . 1. . .. , . . V . . . . . AND CONNECT EA BEAM TO COLUMN TYP TRUSS . . . . .. . . . I 11 AND INTERIOR WITH 8D CONSULTING , . .. .. . TO WALL . ... '1� . . . . . . . . . LA f1^*.TK1Cr%'rnD -M h=r -T . \, -L . . I TYP HORIZ #5, REBAR . . .... . I .. . � - . . I HAROL .112sw � . . . .. . I PRECAST LINTE . . . I RINGSHANK NAII IS Mr-wWrom Fr -Pa. . . 1 Vr- tapwo . . . . . . . . ;.. .. . : . - . : . . . . . TYP #.5 . . . 'N I -I-.------- , . i . . . REINFORCED U-BLK ON LINTEL - . . ROOF N,W I # 5 STL REBAR . --�,IN TOP LINTEL . N - - I_ .i . . . W[NDLOAD REQUIREMENTS) See STRAPP . I . . . . . . 1: .., . AS SHOWN IN WIN- DOOR LINTEIL ED . . . . I . FL. P. E. # 43670 : : .� . . . � .. IN GROUTED . . . . . . RESAR BLOCK solid pour . . I . ) NAIL DECKING 3"OC AT SUB I.. . . . . . . . I i connector schedule . . TO BOND . . . . . . . . . r. : . . . . . . . . DETAIL . . . . : TROUGH . . . FASCIA AND CORNERS AND AT .. 321 i : .. . . . . . . DONNROD/ . entire top course . . PH: -608-4266 . . . . . . BEAM, 11 . . . I . V '.. . . . , ; . . . . 111 . . . . . . , . . . . . . . . . . . . I HIPS WITH 8D RINGSHANK NAILS D0,FL 32826 . �.. .. . . . . . . . 11 . . . `"_� - - - - . _ __ �: . . . . . . . .. TYP BLOCK COLUMN . . . . . . . . . . . . � . . . . . . in solid pour . - - I - - - - - . ADDRESS: 14363 WINGFOOT RD ORLAN : ... . . . . . . . . . . . ALUM FRAME . . . - . . .. ; . . . . . . . . . I REINF W MIN OF 1 #6 . . . .. I . . . . .. . . . . . . . . . . . celb . TYP BLOCK WALL I.. . .., . .. . . . . . . . . . .. . . . . IN EA . . . � WINDOW SCREWED . .. . I . .1 . . � � .1 . . . . . . . . .Typ . . . ARDOWNROD . . 1X4 PT BUCK . . . . : . NAIL DECKING 4"OG AT �. .. . . . . . . . . . . . . .. .. RES . .. . "I with no opaings; I . . . . . - EACH BLOCK WALL SEGMENT . .�. ..� . . . . . . . . . . . . : . . .. BLOCK SHEARWALL NOTE, . . -111. . . . , . . . . . . . . . . . . . . .. . . . BLOCK-.,, CONNECTOR NOTES . . GROUT FILLED CELL� EA 11 TO 1X4 PT BUCK . . . . (2) -ROM GROUT FILLED CELL TO CELL CONSTITUTES A .!: . . I . . GABLE VALLEYS AND GABLE ENDS . . . ; . . . . . . . - . . . ... STRIPS INSTALLED . . larger than 1 sq ft PLAN . . . . . 6 r �. . . . .. . . I � :.: . . . . . . . . WALL k bONNEQTOR SCHEDULE FOR . DOWNROD MUST LAP MIN . . . . . INSIDE BLOCK . STRIPS . . . . Sall) POUR ' . . . . . . . . WITH 8D RINGSHANK NAILS . STRUCTURAL SHEARWALL. . . . . ;.. . . . . REFER TO . . . . . � : . I . . . . . - . . . . . . .. . . . . ... . . . . . . . . . . . REQUIRED STRAPS, SIZE AND SPACING, . � 28"ONTO FOOTING . . . WALL OPENINGS . . . . . . . . . . . SAENDCELL . HEIGHT . . . . . . . . . - . . . . . . . i. . . . . . . . . . . . . , � � ... . . . . . - I 1. . . . . . . . . : . . . . . . FBC REQUIRES. ALL CONNEOTOFI$ TO I DOWEL. . . , . . I . - . . . . 2X4 BLOCKING NOTES . WINDOW & DR COMPLIANCE . I . . . . . . . . I . !, " .. . I . . . . . . . . ... . . SEE . WlVk T -NAILS 4?'O.C, . '.";' . . . . I . ,.: . . . . . . . . . . MEET WIND LOADING AND CONTINUOUS . . . PC CONC SILLS . . . . . � . - . . . . . . . . FLOORPLAN LOAD PATH REQUIREMENTS from f0dhg, �, ��� STUCCO OVER BLOCK .. . . . . . . I . . . . . . . TYP ROOF DIAPHRAGM FOR FULLY -) INSTALL 2X4 BLOCKING AT GABLE END . . ALL. NEW WINDOWS AND EXTERIOR DOORS TO COMPLY �. . .� . . . . . . I . . . . . . . . . . . t 3 . . � I . . . . . . . . . . . . . . . . . . . . .. . .. . . . : TYP #5 . . . . . WITH FBC WIND LOAD AND LABELING REQUIREMENTS . � . . " OC MAX .. . . . . . � . . . . . . . . . . . . . FOR to roof. . .. � . . . . . VJ JOINTS 48 . . �. . . . . . . . . . . . . SPECIFIC . .. . TYPELOCK . . �� 1. . REBAR . . . . ENCLOSED STRUCTURES not tos:cale . I . �, . . . .. .. . . . . . . . . I . . . . . . . . . .. . . . . . . . CONCR .�: . - . . . . I . . . . . . . . . . . , . . . . . . . . . . . . . . .. WALL '..... . REFER TO FLOORPLAN . . . . . . WALL . . . . .1 . . . . DOWELW . . . . . . . . 1".. .. . . Nk�'�PORCH SP,,,,,,, . . . ; . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . . . K SIZE AND . . . . .. . . . . . . I . . BOTTOM . . . . . . I . . . . r-. .. . . . . . . . . . .. . . HEIGHT. . .. 111-11 FORBLOC . . . . .. . . . . . .. : . .. . .. . . . 1. ... GAST IN PLACE CONCRETE SHALL HAVE A 28 DAY �'.. . . . . . � . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . .. .. . . SHAPE. . . . SEND. MIN I I . I . . . COMPRESSIVE STRENGTH OF 260D PSI MINIMUM, AND I . . . . ... I . . I . .1. .1 . .. .. .. . . . . . . . . . TYP FOOTING. ... . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25" LAPS . . . . . . . . . . . . SHALL BE PROPERLY MIXED, PLACED AND CURED. ... . . . . � � . .. . . . . . . . . . - . I . . . . . . . . . . . .. SEE . . . � . . �. . . . �' . . ... . . . . . ,� .. . . . . . . . .. . . . . . . . . . . . . . . . . � . . . . . . . . .. . . . . . . . . . . . . . SEE FLOORPLAN NOTES . . . . . . . . ONTO EA . . . . . . . . ... . . . USE 6X6 W ELDED WIRE IN SLAB OR FIBERMIX . . . . .. . . . . . . . . . I . .. . . . . . . . � . . . . . . I . . . . . . . . I.. . . . . . . . . . . . . . . . : ELEV VIEW FOR . . . . . . . . . FOUNDATION . . . . . . I . . .. . . . . . . . . . . . CONCRETE. MINIMUM CONCRETE COVER FOR . . . . . . . . . . . . . . . . . . . . . 41 TKK GONG SLAB OR . . . .. . . . . . . . . . .. .. I . . . .. . , . I ..! . . . I . . . 4�' I . . . . . . . . . . . . . '. . . . . . . . . . . COLUMN HEIGHT. . . . I PLAN FOR . . . . . . . . I . .. . .. . . . . . . . . . . . . . . . REINFORCEMENT SHALL BE NOT LESS THAN 9'FOR I . I . '�... .. . . . . . . . . . . . . . :. , . . I .. . . . . . . . . . . . . I . . I . . . . . I I DROP /on soil bass . . . . . . . / I ACTUAL . . - . , . . � . . . . . . . . . I WALLS and 8LASS and V'FOR STEM WALLS. AND . r �, .. . . . . . . . . . . - . r Iq � , I I . :�. � . . .. . . . . . . . . . I .. . . . . � . . . . . . . . . . I . . . . . . . . - . . . . . . . . . . �, .1 . . ,q . . E. �_ . r . "19 . . . . . . . . . . . FOOTINGS. ALL CONCRETE FOOTINGS SHALL HAVE A . .. . . . I . . . . . . . � . . . . . .1 . . .. . . . . I . q � , ik . .i ,g ,!�, L . . . . . . . . . . ': . : . . . . . . � . ... . . . .. . FOOTING , � L . ", . V . . . . . . . . . . . . . . . . . . . .. . . .. . . . . I . . .. . . . . . . . ". . . . . . . . . ! - V I . . . . � 4 ; . ..g . ii . . . . . . . . .. . . MINIMUM OF 2 # 6 STEEL REBAR CONTINUOUS AND A j. . . . . . . . . . ": . SEE FOUNDATION . . / . . DETAIL. . . L . , . . . . . . . . . 11 . . . . . . . . : . . . . . .. . . . , . . . . . . . . . . . . . . . VAPOR . . . . . . . . .. : . . .. . : � ' TYP 2500 PSI GONG. FTG W REBAR .. . . . . . . . . . . . . . . . . . .45 CORNER BAR AT EXTERIOR FOOTING . �- .. . . I . 9 0 VISQUEEN .. 0 0 PLAN FOR ACTUAL . * 0 . . . - . . . . . � . .. . . . i. . . . . . . . . . . . / I . . . ... . . . . . . . ; . if. � - . . . . . ... I . .. .. . . . . . . . . .�.; . . . . .. .. . . . . .. BARRIER OVER TERMITE . . . . .. . . . . .. . . . . . . . . . . . . INTERSECTIONS. AT EACH GROUTED CELL , . 1. . . . . . . . . I I . . . . . . . . . � . . . . . . . . . . FOOTING DETAIL . . . . . . . . . . . . . . . . � . . . I . . . . . , 11 .. ... . . . . . . . . . . . . . . . . . TREATED SOIL . . . : I . . . . .. .. . teal . . � . . . . LOCATION INDICATED ON FLOORPLAN EMBED A verf . . . . . . . . I . . . . . . .. . . . .. . . � . . . .. . . I . . . . . . . . . . I . . . . . . . . . . . . . . . . .. . . . . I . . . . . . . . . . . . . . . . . . : . . . .. . . . . . .. . .. . . .. . . ... . et2d. . : . . ... . . .. I . . . . . . . . #5 REBAIR DOWEL WITH BOTTOM BEND O'DEEP INTO . . .� . . I . . . . . . . . . . . . . . . I . . . . . . . . ... . . . MIN 2500 PSI GONG FOOTNG W 2, #5 . . . . BLOCK SHEARWALL DETAIL � . 1. I . . . . . . i� . . . . . . : . . . . . . . . . . . . . . . : FOOTING AND LEAVE A MIN OF W VISIBLE A13OVE ..., . . . .. . . . . . . . . ... . . . TYPICAL WINDOWIDOOR . � . . . . .. . . . . . . . . ;. . . . . . . -BAR CONT. MIN 26 LAPS, . . . . . . 2 . . ! . . . . . . . . .: . . . . . . . . . � . . . . . . . . . . STIL RE . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . I . . . . . . . . . : . . . .. .. SLABLEVEL, . . ,_ . I . . . I . . . . . . . .... . . . not to scale . . : . .... . . . . . . ... .... .� . . . . . . ... . . . . �.. . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . : LINTEL DETAIL not to scale . . . . ; . . . . . . . . .. . . . . . . . , _: �; . . . . . .! . . . . . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . .. . . . . . . . . . ... . . . . .. . . . . . . -_11.1 -strap each stud to top and bottom plates. . . . . . . . . . . . . . . . . LL SECTION . 1�. 1, . . .. : . .. . .1 . . . . . . - % . . . .. BLOCK WALL NOTES . . . �. . . . . . . . . REAR PORCH WA . . . . . . . ; . . . . . . . . INSULATE WALL WITH . �_ nnector schedule, .. . . . . ." . �,, . . . I .. . . . . . . . . . . I . . . . .. . � . . I . . . . . . . . 1�" see oo . . . . .. . . _1.1. : . . . . I . . . . . . . . ! . . .. . . . . ... . . . . . . . . . . . ; . . . . . . . . -11. . X 8"X 16"CMU 2 CELL HOLLOW CONCRETE BLOCK . 1. � . . . . . . . . . . . ... . . . -13 FG BATTS to . . .W . : . . . . I . . . . . . . . . .. . . . . . . : . . . ; . . . . . : . . . . . MIN R . . . . . . 1.: . . ! . . . . . . . . . . . .. . .1 . . not to scale . . . . . . . . . . . .. . . . . . ; . . . : .- SHALL BE COMMON LAP BONDED WITH HIGH . . . . . . . . . _. . . . . . . . . . . . . . . . . . . .. . . . . . : . . . . . . . . . . separate alr-cond sp . . . I . . . . . . . . . . . . � . . . . : . . . . . . �. . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . MINIMUM DBL 2 X 4 TOP PLATE W 316d COM . . . . MIENGTHMORTAR, ONE# 6 REBAR vertical . 2'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 .. . . . . . - ai -, \ 'E. .... . . . . 1: . . . . . . . . . . . . . . ; . . from non ir cond . I . . . . . . . . . . . . . . . . . . . . . . . . . : . I . . . . . . . . . . . . . . I . . : . . . . . . . . . . . . . L:7 NAILS PER STUD. MINIMUM 4FT SPLIC DOWNROD W TOP BEND SHALL BE PLACED IN EACH . . . . . : . . . . . . . . . . . . . . . . .. . ... . . . . . . . . : . . ... . . � . . . . . . . . . . . . .. . t . . . . . . . . . . . I . . : . . . ! I . . . . . . . . . . . . . . . . . . , . . . . . I . . . . . I . . . . . : . . . . . . . . . STAGGER SPLICES MIN 8FT APART. . . . . GROUTED CELL INDICATED ON FLOORPLAN. TOP . . . . . . . . . .. . . . . . . . . . . .. . . . . . . � . . . . . . . . . . . . . . . . . . . . . . ; . 1. . . . . . . . . . . . . . . . . ! . . . .. . . . \\ �� . -BLOCK . I .. . . . . . . i . . . . . . . . . . I COURSE OF BLOCK WALL SHALL BE LINTEL U . � . . . . . I . . . . . . . . . . . . .. . . . . . . . . . . . .. . . .. : . . . ;� . � . . . . . . STUD . 2 X 4 FIRE BLOCK AT ANY INTERSECTING . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . ... . . I . . . . . . I . . . . . AND SHALL HAVE ONE #5 REBAR PLACED, HORIZ WITH . . . . . . . . . : . . . . . . . . � . . . . . . . .. . . . . . . . . . . . . . � . . . . . . .. . . . . . : . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .: . . . . . . . . . . . . . . . . . . . I . . . . . . . . CEILINGS OF DIFFERENT HEIGHTS . . . . . 26"LAPS IN GROUTED TROUGH ALONG E"RE BLOCK . . . . . . . . . .; . SIZING . i . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; I : . . . . . . . . . WALL PERIMETER. . . . . , . . . . . . . . . . . . . . . . . . . . . .. . . . . : . . . . . NOTE. . . . . . . . . . . . . . . . . . .. . . . . . . . .. .1 . ... . . . . . . . . I . . . . . . . .. . . . . . . . ! . . . . . I .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.: . . . . . .: . . . . . . . . . . MINIMUM,2X 4 STUDS SPACED 16" OC . . . . . . GROUT IN BEAM, LINTELS AND FILLED CELLS SHAMLL BE . � . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . double 2 x 6 ridge �oard- nail . : . . . . . . .. STUDS AND . . - . . .,� . . . . . . . . . . . . . I . . . .. . ... . .. I - ... - 6X . . . . . . . . . . . . . . . . . . . . . . . CONSOLIDATED BY ROI)DING OR MECH VIBRATION I . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . .1 . . . : . . . . . , - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 - I$d corn nails 22" . . : . HEIGHT FROM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . together with . . . . . PLATES TO . ..: , . OBTAIN WALL . .. 6CLEANOUTS ARE REQ AT THE BOTTOM OF EA :I . . . . . . . . . . . , --I- �� . . . i . . . . . . . . . . .� . . . � . . . . . . . . . . .. . . . : . . � . . . . . �, GROUTED CELL. . . . . . . . . . . . . . . . '.. . . . . . . . . . . .. oc on each side �' . .. . . . . . . . . .. . . . . . . . .. . . I . . . . . . . . : . . . . . . . . . . . . S ; . . . . . . . . . . . . . . . I . i . . . . . . . . . .. \ . . . . .� . MATCH 11� �0 FLOORPLAN .. . . . . . . . . . . IL . . . . . . . . . . . . . I .. . . . . . . . . . . . . . . I.. . . . . . . . . . . . . . .. . . � "�, . . .. . . . . . . I . � . . .... ! . . . . . . . . � . . . . .. . GALV TRUSS STRAPS ARE TO BE PLACED IN TOP OF . . . 11 . . . . .. . . Z� I . . . . . . . . . . . . . . . � - . . ... . . . �� � . . . . 11 . . . . . NEW 611 . WALL . . . . . � 2 PITCH 2x6 . . . . . - I . . . . . BE ..4 � . . - . . . . . . .. . . . . .. . . . : . .11.1 . . .. . . . Typ 11z"cDX � VERTICAL. NAJL 6' 00 WITH . . 2X4 X BRACE FROM GABLE TOADJACENT . . . .. . I MINIMUM PT 2 X 4 PRESSURE TREATED . . AM WHILE GROUT IS LIQUID� USE TRUSS PLAN TO . .1 .. . . . . . _'.. . . . . . . .. . 8D .. . . . . . BERGLAS . . THICKNESS . � I M PLATE BOLTED TO FOOTING. Use . PROPERLY LOCATE STRAPS. USE STRAP SCHEDULE . . . . . . . .. . . BOTTO ; . . . . . . . . . . . . . . . . . . .. . . . � . . . . FOR STRAP TYPES. . . . . . . . . .. . . . . . . . � . . . . . . . . . . . . . . . . . . 15LB ASPHALT FEL7. WIRE LATH AND . PER TRUSS CO SPECS. 216dicomnailspe . . . 4 X 8 SHEETS. STAGGERED . . nail to ridge board With 4 . . . .. 'ATED - 1/2"x 10" j -bolts embedded 7" deep 29 oc. If . . . i . . . . . . . . . I . . SHINGIES . .. ... NEW INDIC . . - . .. . _`_ . . . . . . 6112 . .. I . . . . . . . . . .. . . . .. . . . . . ' . � **,\ . ... , . . . . . . . . . . . . . . . COM NAILS, COVER WITH 2 LAYERS . TRUSSES VERTICALLY AND HORIZONTAL] 1/2"(NOMINAL) CDX PLYWOOD . F1 . RAFTER FRAMING 24" OC . . . . . . . . . . . . . . . . . I . . . . . . . . . . .. . . . . . . STUCCO . GABLE DECKING MUST BE MAILED W1 OC truss crossing. USE THIS BRACING ON ALL . EVERY OTHER ROW (NAIL 4' OVER ��01_13 16d oom nails ea side. . . � * . ... . . . . . . . . I ,dge . . . . . . . .. . . . . . shearwall decrease spacing to 21"ou. We . ... . . . . . A . .. . . .. .... . . .. . .. . . . . . i1L WITH aD RINGSHANK NAILS (BACK TO IST GABLE END TRUSSES. . . OC W 8D RINGSHANK NAILS,) ASPHALT FELT . . 1/2-- (NOMINAL) CDX . . PITCH ROOF . .. . . ON . . . bolts may be used in place of J -bolts . LINTEL NOTES . . . . . . . . . . . . . , . . . I . . . . . . . � . . . . . . . . . . . I . . . . . . I . . . . . . . . � . . . . . . , . . . .. . . . . . . . . . . U -strap each stud to top and bottom, plates. see . . . . . . . 3-MUSSES-RAFrERS) . . PLYWOOD 4 X 8 SHEETS - . FLOORPLAN : I I PRECAST UNTELS SHALL BE USED ABOVE ALL . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . - - - - - - . . . . . ,.: install vertical (NAIL 4" Oc W . . . I . . . . 1. . .... . . ... . . . . . . . . . . . . . .. ... . . BLOCK WALL OPENINGS UNLESS OTHERWISE . .. . I �. . .. . connector schedule . ... . zzzz! . . ff . . . . . . . ... . . . I . . . . . . . . . 8D COM NAILS.) solid I . .. . . =OF - U -strap, each stud to top and bottom plates. . . . . . INDICATF-DONFLOORPLAN. MINOFWBEARINGOF . 1 . . FACE EA SIDE OF . . .. . . . \ I � . .. . . . I . . .. . . . . . . FACE EA SIDE . I . . WALL WITH 1/2 .i . . .. . . . . . .. . . ... . . . . . . . . GABLE END ------- 0. . . . . . FLASH AT ALL ROOF . . . ... .. blocking at ail joints . .1 . . . . . . . . . WALL WITH 1/2" � 1� . see connector schedule . . . . MASONRY AT EACH END OF LINTEL. ALL LINTELS; TO . , . . . . . . . . TE W 3 16d COM . . . . . ... . . . . CONTACT POINTS . .. I . . . . . . . . '1___0 " , . . . , � , . . . . . . . TRUSS . . .. . . . . cOUTAIN 1 #5 REBAR PLACED H0131Z IN GROUTED . . . , . . . . DRYWALL SCREWED '': . I MINIMUM DBL 2 X 4 TOP PLA . . . .. . . . i . . . . . . ... . .. . . .. DRYWALL SCREWED r . . � . . . . . . . TROUGH TO FULL LENGTH OF LINTEL. . .. r . J , . . . . . . I . I - - - - - - . ., . I . . . . . . - - - - - - - - - - - - - .. . . . GALV STL TIE EA RAFTER TO TO STUDS I I . . . � . . . . TOSTUDS NAILS PER STUD. MINIMUM 4FT SPLICE. . . . - - : GALV STL TIE EA RAFTER TO . . . P 4�'THK GONG SLAB on garage side I . .. . . . . . . - :;5� . . . - . . . . . . . STAGGER SPLICES MIN 8FT APART� . . . 55::f . . . . . . . . . . - - . . .. . . . . . . . . NEW TRUSS BELOW (EACH . . NEW TRUSS BELOW (EACH . - WOOD BEARING HEADER NOTES J . . . I . . . . __ . . - . . . . . . . _ - - - - - - - . 11� . : . . . 2 X 4 FIRE BLOCK AT ANY INTER . . . I ; . . . ; . - . . .. . " . . . . CONNECTOR TO MEET � - . . 4 . . .__ . . . . . . . .. . ; . .. . . . - . .1 . I . . . . . . - . . . . . . .1. . ... . . . .. x TAt . . ... . DOUBLE 2 X 12 WOOD BEAM ON SPANS UP TO 1 0 FT . . 1� . . . . CEILINGS OF DIFFERENT HEIGHTS . . . . . . ..... . . . - L - 11 :. WINDLOAD REQUIREMENTS) /,� .- . . . __/_ &Ahi I . . 11 STUD SECTING I I \ CONNECTOR TO MEET . . . . 11111111 " - _. -.- - - __U_ - _.- - . \ WINDLOAD REQUIREMENTS) . . . . . . . . . .. .. . . . . . .SIZING . . . I , . .. . . . .. . . .. MINIMUM DBL 2 X 4 TOP lired nails See SLAB . . . . . .. . ... . .. ON SPANS GREATER THAN 10 TO .1 . . . I . . . I . . . - - - - I . .. : TYP 4" THK GONG .. . . . . . . . . . . . . .:. .-j . � . I - .. L . . . . I fasten w required nail s See . MINIMUM 2 X 4��!`UDS, fasten w,equ . OTING W2 . . . .. . -S D UBLE . . . 1� � . ... � . . .. . . .. . . PLATE W 3 16d COM . \FLASH AT ALL ROOF TYP 2500 PSI (MIN) GONG FO 11 ; . . . . . . . , . . . . . EER DETERMINE . . . . . . . . .. 1.� 7 � �. . . ... . . . .. 2 X 12 UNLESS EN004 . . . ; .. . NOTE: - . . . .. . . .. �,.�. I . /. . .. connector schedule . SPAGED16'00 connector schedule . .. . on soil base I . , "I . . .. .. .. 'I'll . � . . S SPACED 16� OG . . . . .. ... .. . ., '... : CONTACT POINTS . . ,_ L # 5 STL REBAR CONT. MIN 26'LAPS 2M 2 TO, BE SUITABLE. USE PRE LAM BEAM FOR .. .. MINIMUM 2 X 4 STUD . . . . - � USE USp STI 8 GALV STL FLAT . . . I . .. . . . . NAILS PER STUD. gaiv . . . . I . .. . FASTEN 2x4 PT WOOD . .. . . .. . . . . . .. . . , . . . . .. . . . . . .. . : ", - , STRAPS FASTENED FROM BEAM . . ,,�_ . . .. . SPANS GREAT I .... . . . STUDS AND . .. . � - ..:L . - . ... 1,7:. .-..,.. . . . . ER THAN 12 FT . ... . . . . 1. . . . . . . . . . . .. . . . . . 1. - I - . I BLOCKING TO TOP OF . . . . . SE N . � . . ... OBTAIN WALL HEIGHT FROM . I - \ L . �_"L . :ACH Q ; BEAMWFtH216DCOM . . . stl tie rafter to top plate . . . .. EFL0044aNAW FOUNDATION PLAN FOR INTERIOR --I,_,- . PLATES TO . . . .� .. ., .... TO I- . ABLE UPRIGHT.- MAIL . . STUCCO OVER WIRE . -11 . . . I �,_... � . . . . . . i See. connector schedule . BEARING WALL & FDOTING SIZE AND LOCATIONS . ..� , . � . . . � . . . . . . . . . . . . . . . . . . ER 2 LAYERS . . USEDBL2x12 OVERWINDOW OPENINGS. OVER _�, . . . . . . . . MATCH . . . . . . . . 'AL . . - WITH f6D TRUSS NAILS INTO NAILS EA IV OC . : . . . . .1 I 1. f LATHE OV . . � 1, . . .1. . . . . . . TYPIC . . . . . . .. . . . . . - .-.--.:, . . . . . I . . . DOORS USE DOUBLE 2_x 1 0 TO OBTAIN W HT IN W . . r .. : . .. FLOORPLAN . . . . . TRUSS AND INTO BEAM BELOW. . . . . . . . I _,�, 4 PRESSURE (TARPAPER OR TYVEK) . , .. . � . . . . . . . . . . . . . � . . . . . . 1. 1, MINIMUM PT 2 X 11 . . . . . -.1 i . . . . . . . . . . . . . . . . . '.. �,-,_:�� . . . . . . .� .. . . . . . FRANE WALL' . . . . . � GARAGE INTERIOR BEARING . . HIGHWALLS, WALLS Or AND HIGHER USE DOUBLE . WALL . . . C . FILL ALL HOLES. . . . I . . . � I TREATED BOTTOM PLATE Nail VAPOR BARRIER. . . .1 . .. : . . . . EATED . . . .. . . . . . . . . . 1: �MINIMUM PT 9- X 4 PRESSURE TR . 1. �.-- . . . . . .. .. .. . . . . . ... . . . . . . '. . . .. . .. � . � - . . . .. . . . . 2 X 12 HEADER. . . . . I . . . . . . . '. - I 7. - 1: :� . .. , . .. . - . : ., .: .. . .. .. . . .1 I I -1 6d nails every . 1. . . .. . . .. .... .. i .. THICKNESS BOTTOM PLATE BOLTED TO, FOOTING. Use . . . . . ... - . . . ,.,.,: L �` .: . . . . . 1-1 . . . . . . 1. ,. l to doe" w/ (2) . WOOD FRAME WA�LL... not to scale : . . . .. . . . . . .. ... � . - . I - - - - . . . . . . . . . . . .. . � .. ; . . .. . . .1 . . . . .. � ,'...... . . 16" oc and gaiv stl tie to each new . . . . ... I L - I . . EARING HEADER. 1� I : ... ffoo . . . . . .... . . i I:.. . . . . I . .. . . . - : . . . . . , . . . .. . �,:. . I . INDICATED J/2,1x 1(r J -bolts embedded 7' deep 32, - If . . . . .- � . I .. . . . .�.,� . . . . . . . 2 x 4 JACK STUDS REQ AT EA END OF B I—— ,� I . . . - . . . . . . . . . . . . . . . . . ... . . . . . . -3,1 .. I . . . . . sh,earwa(idecre-aslasPao"to2l'oe. Wedge . . . . . . .1. . . . . . . . 1. .; . .. .. ss below See connector . . . . . .. ... . . . r: -.1, � � OPENJNGSUPTO&USEIJACKEAEND. OPEN] . . .. . I . . . . .tru . . . NGS , . I . . .. . . . . . . . .7 1 . . ON . . . . . . . I . . . . . . . . . . .. . . - . . . . . ... . . . . . . .; I ... . . . . . schedule . . . .. . . . . . . ... . . . .1 . . . . . OVER &BUT UNDER 6 USE 2 JACKS EA END. OPENINGS ., � ..%.�. � . . . . . ; . .. . . . . . . . . bolts maybe used in pieg* of J -bolts for 1350 lbs of . . . . . . .. .., : .. .. . .. . . .. .. . .. . . . . ... . . . . .. . .. . . . I - I . . . I . . . . -1, � . . . . � . . . . . . . . . . . . . . . . . . I . . . . . . I . . . . . . . . 6'BUT UNDER 8'USE 3 JACK STUDS EA END. OPENINGS . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . .. FLOORPLAN . . . . . . I TYP GABLE WALL DETAIL not to scale . . . . . . . . . _,�.,. . uplift . . . . . . .. . . . . . . . .. . . . . . . � . . . ., . . . . . . . . .; .. . . � . . . . . . . . . . . . I . . S'TO11YUSE4JACKSEAEND. STRAP EA HEADER END . . . . . . . � . . . . DECO GABLE DETAIL not to scale .. . . . . . . . . . . . . ; .. . . . . z . . .. . .. � . . . . . . . . . . . . . . . . . . %. . . . . . . .. To STUDS FOR U PLIFT AND LOAD PATH. I . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . � ., . . . . . . I . . . . . , . .. . . . .. I . . . . . . . . . . . . . . . REQUIREMENTS, REFER TO TRUSS ENGINEERING FOR 1� . . . . . .. OR -strap each stud to top and bottom plates, see . . . . � . .. . �.. 1. . . SEE FLOORPLAN F U . . . . : . : . . ... . .. . . . . . . . . .. . I . . . 1, .. . . . i . . . . . . .. . . .i . � . . . . . . . . . . . . . LOAD AND REFER TO CONNECTOR SCHEDULE FOR . . R BEARING . connector schedule . . . . .% .. I . INTERIO . . . . . . . . . . . . . . . . . . I : j . . . . . . . . . . . .. . . . . . . . . . � . . . . . . . . . .. . . '. . . . PROPER STRAP. MATCH END STUD COUNT TO . �:: .. . . WALL LOCATIONS . . . . . . . . . . ; . . . . . . . . . : . . . . . . . .� . . . . . . . . . . .. . . . I . . . . . . . . . . , . . . . . . . . . . .. . . . . .. . : . . . . � . . . I . . . . . . � I . . JACK STUD COUNT� . . . . . I . . . . . . . . I . . . . . . . . . . . . I . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . : . . . ... . . . . . . . . . . . . . ; ... . . . . . .1 . . . . . . . . . . 1". . .. . . . . . . - - - - . . . . . . . . . . ... . . . . .11, . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . I . . . - . . . . . . . . . . . . . IM 81' AFF -for 8'high wall . I ... .. . . . , I . __ . . . . . . . . . .. . . . . . . . . .. . . .. . . .. . . . .. . .. . . . . .. . . I : . WINDOW HEADER BOTTO I I . . . . . . . . . . . . . . . .. . . I . . . . . . . . . . .. . . . . .. . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . 1. . . . . I . . . . . . 1� . . . I � . . . . . . . . . . . K GONG SLA13 ... ... . . .. . . I . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . . . ... . . . TYPV'TH . . . . . . ... . . . . . . .. "(NOMINAL) CDXPLYWOOD 4 . .. � . . . . . � . . . 0 0 . . . . . . . . 1. .. . . . . . . . TYP ROOFOECKING IS 112 . . . . . . . . I . REBAR NOTE UNLESS OTHERWISE NOTED, USE � . . . . . . . - . . . . . . . . . . . . . . . . . . . .,.� .. . . . . . . . . . . . . . . � . . - . . . . . . . . .. . . . . . . . I . . . . . . . HER ROW (NAIL 6 . . . . . . . . . . . . . . .. . . . MIN GRADE 40 #5 REBAR WITH A,STANDARD . . . I . . . . . . . . . . . . X 8 SHEEIS. STAGGERED EVERY OT . I . . . . . . . . .. . . . I . . . . . ..: . . . . . . I . . . . . . . .. . . . . I . . . . . . . . . . . SEE FOUNDATION PLAN FOR . . . . I . . . . .� . . . . FIBERGLAS SHINGLES ' . . . . . . . . . . . I � . . . . . 112- (NOMINAL) CDX PLYWOOD 4 X 8 . /OC W 8130NGSHANK NAILS.) gable ends nail 4" oc back to . . . . . . . . . . . STRENGTH OF 40,000 PSI, AS, REINFORCEMENT IN . . I . . . . . . . . . . . . . . . . . . . . . . . . .. � . . . . . . . . . . . . . . I . . . . .. . . CTURAL . . . . .. . FOOTING STRU . . . . EVERY OTHER . . . . : . . . . . i .. SHEETS.. STAGGERED . . .. . . OVER 30 LB ASPHALT � first 2 trusses. .. .. . . . . . � . I .. . . . . ALL CONCRETE FOOTINGS, WALLS, CONCRETE 1. . . . . . . . . � . .. . . . . . . . . . . . . �. . . . . . DETAILS AND LOCATIONS . . . . I . . .. . . . . . . . . . .. � . . .. .. i . ... /ROW (NAIL 6'OC W 80 RINGSHANK . . . . .. . . . . .. . . I . I . . . . F[BERGLAS SHINGLES �, : . . . FELT . . ... . I . . . GAILV STL TIE EA TRUSS TO BEAM : . . BEAMS, AND COLUMNS, . . .. . . . . . . . : . . . . . . . . . . : . . . . . . . �L . . I .. . . . . . .. . . . 1. - (NOMINAL) CDX . . . .1. . . . . . . . . . . .GALV STL HUR STRAP EMBEDDED 6" INTO . . . 1. �, . . . . . . . . . . ' NAILS.) . . . . I . TYP ROOF DECKING IS 1/0 . . . . . 1. : i . . . . .. . OVER 30LB ASPHALT . . : . .. . (EACH CONNECTOR TO MEET � . . . . .. . . . . .� LINTEL BEAM, FASTEN STRAP TO TRUSS WITH . . . . . .; . j .1 . . . . . . . . . . . . . . . . . . . EQUIREMENTS) fasten W) \� PLYWOOD 4X8SHEETS. STAGGERED EVERY . . . .. . . . . . WINDLOAD R . . . . . . . . . I . . . . . . . . . . . .. . ... . BEARING WOOD . FELT / . . . / ..' ', OTHER ROW (MAIL WOC W 80 RINGSHANK . . . .. . . . ; . . INTERIOR . . I . . . . . . REQ NAILS. LAP STRAP OVER TRUSS AND NAIL . . . required nails See connector schedule . - . . . I . � . . . . . . ��_. . . . . . . . . . .. . . . . . . . . . . . � .. . . . . . . . . . . I . . . . . . WINDBORNE DEBRIS PROTECTION . . . . . . . . . . GALV STL HUR STRAP EMBEDDED 6� INTO LINTEL . . nnector schedule . . . . . NAILS.) gable ends nail 4!'oc back to first 2 trusses. . . . .. .. FRAME WALL not to sc ale . . . . I .1. . ... .... . EA SIDE. see co . . . . . . . . . . . . I BEAM. FASTEN STRAP TO TRUSS WITH REQD NAILS. . . . . .----. -- . . . . I . � I . . . . -----.---- - - . . . . . .. . . . . . . . . I . .. . .. . . . . PRE -ENGINEER �1_ . . . . . . .. ... . . ..�. ... . . . . . . I LAP STRAP OVER TRUSS AND NAIL EA SIDE. (EACH .. . . . . . . . . WM130RNE DEBRIS PROTECTION SUPPLIED SHALL BE . . . . . . . 1. . . . . . I . . . . SES V � . . .. . . . .. . . . .1 . . METAL DRIP EDGE. ALUM OR VINYL SOFFIT . FIBERGLAS SHINGLES . .. GALV STL HUR STRAP USP ST18 or equiv UNLESS SPECIFIED OTHERWISE PIRE-CUT, PRE -DRILLED, . . 1, . . . . . . WOODTRUS . REQUIREMENTS) . . . 11-1 . . .. , . . . . . . . � - FASCIA. ... - ..� ; . . . . . . . .. . CONNECTOR TO MEET WINDLOAD ... . FASCIA. 2 X 6 OR 2 X 4 SUB OVER 80 LS. ASPHALT . COLUMN TO BEAM. FASTEN STRAPS TO :. . . . . . . . . . . . . PRE-ENGINEERED WOO . .. . . AND . . 1-1 . WOOD STRUCTURAL PANELS (PLYWOOD) MIN'7116 . .1. .. � . .. . . . .. . . . . ... ... . . . . . . OC. (BRACE& . see connector schedule . ... . . . CONNECT SOFFIT ALUM RECEIVING FEL . . . . r BEAM W 16D COM NAILS. .. . . .. . . .. . . . . . . . . I . . '. . - OC� (BRAC . . . . THICK WITH A MAX SPAN OF 8 FEET. CORROSION ... . I . .. . . . . . . . . . INSTALL AS PER � � : TRUSSES2 E . . . . . 1/2'013 DRYWALL .. . .. ... . . . . . . . . . . . . . . . . � .. I I METAL DRIP EDGE. ALUM OR VINYL .. . .. . . CHANNEL TO WALL W�T-NAILS. 16'OC. . . . . 111� . RESISTANT 1/41, LAG SCREW BASED ANCHORS SHALL BE ..;.. . . . . . . . . . . . . . . . . . . . . . . TRUSS GO 6V" R-19 . . . : . &INSTALL ASPER TRUSS . . SCREWED V. TRUSS . . . w.. . . . . . : . .. .. . . . . . . . . . . . SOFFIT AND FASCIA. 2 X 6 OR 2 X 4 SUB- . I . PLACE SOFFIT IN CHANNEL AND NAIL . I I . . RD. N�l . PERMARIENTLY INSTALLED ON BUILDING TO ACCEPT . .... .. . . . . . . . . . . . . . . . . . INSTRUCTIO. S) ,/INSULATION MIN : - . . . . CO INSTRUCTIONS) BOTTOM CI+0 '_1 METAL DRIP EDGE. ALUM OR VINYL SOFFIT AND - EMBEDMENT) FOR ALL NEW . . .� . . . . . . . . .. . c .. � . . . . . . . . � /I I I .. I . .. . . . . - . . FASCIA, CONNECT SOFFIT ALUM . . OTHER END TO SUB -FASCIA W/1 -1/2" GALV . . . . FASCIA. 2 X 6 OR 2 X 4 SUB- FASO, IA. CONNECT PANELS (iW 00 W/2 . . ,,% . . . . . . WINDOWS AND DOORS. . I n - .� . . - . ... .. I . . . . , , I - . ROOFING NAILS EA 16" OC L . .. . . . . . . . , . . . . . . . . . . . . . , . %, . '. . . . . . . . nf)(M00 I . MR - � . . . /RECEfVING CHANNEL TO WALL W/T-NAILS . SOFFIT ALUM RECEIVING CHANNEL TO WALL : . . . . . . . . . . . . . . . 11)111.11111 I : . � PRE-ENGINEERED WOOD . . . . I . . . . . : . . . . . . . . . . . . - . .. 161 00. PLACE SOFFIT IN CHANNEL AND ... 1/211 CI3 DRYWALL SCREWED TO TRUSS BOTTOM CH)RD. � . . DBL 2 X 12 WOOD BEAM - - - J Wfr-NAILS 16w OC. PLACE SOFFIT IN CHANNEL AN] . . .., .. . . . . . . . . . . . .1 . . . . . . TRUSSES 2' 00. (BRACE& __ - - . .. . . . . . . . . . . . . �, UB -FASCIA W/1-1/2" . . . : - . . .. . . . . . . NAIL OTHER END TO S I . ..: - . . . .. I . . . . LINTEL U-SLOCK W 1 # INSTALL AS PE TRUSS GO I I .. . . . N - . I . . . . . . . . . . . . . . I . . . � - - . . . . . . . . . . . . . . . . . . . . . 1/2" CB 1" X 2" PT FURRING S . MIPS . GALV ROOFING NAILS EA 16" OC .. BOLT 2 X 6 OR LARGER pressure treated WOOD BLOX . 5STLRESAR .. � INSTRUCTIONS) 1111 nn, , - 2�r X 4" WOOD � I ROOFING NAILS EA 16" OC . . . . .. 11 . . . I �' . . : . . . . . . . . . . . ,:, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRYWALL . . - - : VERT AT CENTER OF EAGAR DR OPENING. USE I � . I ONTINUOUS MIN 25" . : . . PRojEcT - OAK LANE . . .. . . . - . . . . . . . . . . . . . . . . . . . . .. I . TYP I/Z'NO . . ADORF-5 - . ... . . - . . . . . . .. . . . . . . . . . . . / INSTALLED VERT 2'DC or 1W if ... r : . . . : )U1IUIJ -,- STUDS 116'00. - MINAL OSS OR COX PLYIND .. S. . . .. . . . . . . . . . . . . . . . . . SCREWED 10 r prefers ON INSDE OF � ! GROUTED LINTEL U -BLOCK W I . . 1/2"X a" J_BOLT W 2" WASHER.. : . LAPS ON ALL. REBAR. . . . . . . . . .... . . . . . . . . . . . I . .. . . . . . . . . . . . . builde . I : . . .. . CAPE CANAVERAL, FL 32920 . 1� . . . . . . . . . . . .. # 5 STL REBAR CONTINUOUS W .. . . . _*1 - SHEATHING INSTALLED HORIZ AND ..., . . . . . . .� . : . . . . . .. . . . . . . . . . . . . . . TRUSS BOTTOM BLOCK WALL (LIVINC AREA.) .r . .. . i . . . . . � _. I - .. . . . . . . .. . . � llw�l � . . . . . .. .. A. : . . . . . . . . . . GAR LINTEL . : . ..... . .. I � -NAILED 6"OC W 8D COM NAILS INTO EACH . . . ... . . . . . . . . ; MIN . . . I . . . . . . . . . . CHORD. . INSTALL A CoUnN(OUS HORIZ � ,2,5," LAPS. . . .. i . PRECAST : . .. � .�� 1� . . .. . 1. . . . . : .. . . . . .. . . � .. . , EVERY JOINT. . SL)BvNf . . . '. . . :- . . . . . .. . .. I . .. . . . . . BOLT 2 X 6 PT WOOD VERT AT SIDE OF EA GAR W 1 # 5 STL REBAR IN . � I =OF .. . . . . . . . . . . . I . . � . . . . . . 1 :�� STUD AND AT EA SIDE . . . - . . . . . . . I . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STRIP ON TOP AND 150TTOM OF . I I " . . . . : . �, . . ... I .; . . .. r . . . . . . . . . . . 8" X16" CMU BLOCK .. . DR OPENING, BOLT EA 2x6 WITH FOUR 112"X 8" OUGH add sofid;ax4 blocking atea joint or but( end . . �'. .. . . . . . . . . . . . . . . '' TYP 8" X .. . 1 7 . GROUTED TR . . .. . i r 11 . . . . . . . . . . . . KWALL. ' .. . . . I . . . . I . . BULVER -TURNKEY CONSTRUCTION . .1 .. . . . . . . . . . . . . . . . BLOC . � I t'. 4 OMMON LAP BOND . . . . . . j_B0,LTS W 21, WASHER. ALLOW REVEAL FOR . . (OVER GAR DR . ! . . . LIVING SP /I � .. . . . . . .. ..;�. . . . . I � 4 �, . . . . . . . . . . . . . . . . . . . . I "._,LAID UP INC . . . � . " . . . . TYP I �1. . . . ., " . . . . . . . . . . . . . . . . . . I r . . : . .. . . . -, STUCCO OVER WIRE LATH . . . . . -403-3263 . . ..:� , . :. � . . . . . . . A W HIGH STRENGTH MORTAR. . : 4 OPENING) � . . . . . BLOCK-,- , . .. . . _. - . . . . .. . .. . .. . pH 321 . . . :� . . . . . . FOIL BACKED INSULATION ... . : . I i . � . . . / I . . . . I . . . . . . . . . . . . .. . . . . . _. . i L " L . . . . . i . - "I OVER (TARPAPER OR TYVSK) . . . . . . . ..� . . . . . . . . . . . . . . . . . SEE . I . . I" .. : . I . . . :. 4. STUCCO -�- -, . . MBER 23RD 2014 . . .. . . . . . . . . . . . . .. R-4.2 min . . , . . . . . . O"CMU : . . . . . .. WALL � .. VAPOR BARRIER. . . . PATE DIRAWN SEPTE I 111. . . . . . . �, . . . . ; TYP 8"x 8" x 1 . . ! ' . . . 1, . � . . . . . . . PLOORPLAN . I . . . . . � . . . . � . . . LOC,K\N",.4, . 1. � . . . ! . . I . . . OVER 8 ., .. I . . . . . . . . . . . . .. P . : . : I BLOCK LAID UP IN .. . . . . . : . . . . . .. . . . .. . . . . . . . FOR SPECIFIC . . STUCC SEE . . . : I , . . . . . . . .. � . . . . � 0 OVER BLOCK . . .... . I , . . � . . . � . . .. . . . . . . . . . . . . . I . . .. .. . . . . . . .. . . . 1/2" DRYWALL . . . : . . . ... . . . . .... . . . . . TZEVISIONIDATES, . . '... . . . . :: . .1 . . . i . . . . . . . . . . . . . . . . . WALL HEIGI-M i LOORPLAN . STUCCO EXT BLOCK VALLS COMMON BOND W HIGH : : . . � . . I . . . . . . . . . . . . . . . . . I . .. . F , . . . . . � . -, . . I . 'JD UP IN . . . I . . . : I . . SCREWED TO FU . . . . : . K LA . . . .. . . . . RFfNG . . e . � . - . .� : . . . . . . . . . . . . . . . .. . I# 6REBARDOWNROD (VERT) . . STRENGTH MORTAR. . . . . . . . � TYP CMU BLOC . . . . . �, .. . . . . . . . . . . . . . . . : . . FOR . i . . . . I . . .. . . .. . . . ", .. . . . . . .. . i . .. 1. . . I . . . . . . - . . . . . . . .1 . . .. . : . SEE FLOORPLAN FOR . . . . . . . . .. . .. I . . . . . .1 . . . ... . . . . . . . . � . . . .. . . . . . . . .. . . . IN EA GROUT FILLED CELL . . . . PEC[FIC : o . : . . COMMON BOND W HIGH . . . .. I . . . . . . . . . . . . .. . EMBED tf5 FIE13AR DOWELS w aid . �m ; : . . S . . . . I I . SPECIFI H SP;e*' . FER . . . . . . . ... .. . . . . . . . . . . . . . (INDICATED ON FLOORPLAN). . . � . .. . . C WALL HEIGHT, ,�� ORO .... STRENGTH MORTAM RE . . . . . . . . .. . . 11. . . . . . . . .. . . . . . . . 4 . . WALL . . 1# 5 REBAR DOWNROD . � . . . .1 . . . ... . . . . I .� .. . .. . . . . . . . . . . . , . . . I . , .. . . . . . . . . . . . . . . . . .. . I . . . . . . . . . ____;� FLOORPLAN FOR BLOCK . . . OAK LME TOUCAN . ... .. . . . . . . bottom bend A MIN O�V'DEEP INTO I ALL DOWNRODS TO LAP A MIN . 7-1/2"WIDE 0 (VERT) IN EA GROUT .. . . . I :: Id . � e . . .. . . . . . . . HEIGHT. .. I . . . . . ,;. . . . . . . . . . . I .. .. . . . . . . . . . . . . . . . . . . . . I . . . . . . : ... . . . . . . . . . . .. .. )UTED CELL � . FOOTING . RA . . . � .. . . . . . . . ls� I . . . . .. . . . OF 2V'ONTO . : . . . . . . ISED LEVEL . FILLED CELL (INDICATED � . . . . . . . . .SIZE AND SHAPE. I .. .. . . . . . FOOTING AT ALL GR . . . . � . . . . . .. I . . . . . . . �. . . . . . . . . .. I . . . . . . . GONG CURE . . . . : 1� . . 1. . . . I I. . . . . . ., . . . . .. . . . - . . . . . . . . . . . . : . . �. .. : . . .. . . . . . . . . . . . . LOCATIONS INDICA70 ON . . DOWELS AND To HAVE A 1 O" . . . TYPN'THK . . ON FLOORPLAN). ALL � . SEE FLOORPLAN OR . . . . . . . . : . . . . . . . . � .. . . . . . I ; . .. . . . . . . . . .. . . . . .� � . . . . .. . . . �. . . . . . . -tq . . . . . . . ... . . . . .. . . . . . . . . . . . . .. MIN 26' . TOP BEND OF 90 DEGREES. . . . GONG SLAB TYPICAL Utx)ER � � -_____-DOWNRODS TO LAP A MIN CONNECTOR NOTES . : a-EVVIEWFOR . . . AF . . . TYP 4P THK CONC . FLOORPLAN. ALLOV rl . � . . . . . . . . . . . . . . - .. : . . . . . ... . .... . . . . . . . . . . SLAB on soil base VISIBLE ABOVE SLAL, HOLD IN 4!' . .: s ALLOW TOP BEND TO LAP . . . on soil base ALL GARAGI . OF25"ONTOFOOTING � . .... - ... . : .. COLUMN HEIGHT., , . . . . . �!� .. . . . . , .. . .. .. . . . . . . . . : . . . .. . �1. . #SREBARDOWNROD (VERT) IN .. . . . . 11 . . . . . . OR %; . . . . . . . .. . .. . . . . . . . . . . . . . . . . OM EDGE. . . � . . . BLOCK WALS .. DOWELS AND TO HAVE A . REFER TO CONNECTOR SCHEDULE FO : k I . . 11: . I . . I . . . FR INTOTHE TOP LINTEL BLOCK. . 0 .. . . . . .:. * , . . . . . . . . . . . . . . . . .. . . . ..., . . . .. . . . . . .. . . . . I . REQUIRED STRAPS. SIZE AND SPACIMG. . . . GROUTED CELL NOTED ON . . . . ... . . . .. . . . .. . . .. . . . . I . TOP BEND or go . . .. -__EACH . . .. . . . .1 . . . . ... I . . .. . . . . . . . . . . . . . . . . . . .. I . . . . - i . L � 1. . ''", . . . . . . . . . - - - - - - - - - - -.% . . : . � FLOORPLAN. ALLOW . 1. . . . - - I : . . . - . .; I . . . . . . . .. .. . . . 'U'S . . . . . . v _M41119 . . . . . . - . - r it- . .. . . - - - = - - - . . . LAP ONTO FOOTING DOWEL. :: . . . . . . . . . i 7 . . . Ir -44 IM5 a - - . ; .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . .... . . . ... LOAD PATH REQUIREMENTS from i ,f THK ... . . . ... ... . . " . . . . , . . . . . - . . . . . . . � I . . . .. . . . . . . . . ITE . . . . . : , - . . . I . ii BOTTOM OF 15A . '*�VISQUIEEN VAPOR BA . toodno � 41 Typ ", . i . . . . . - - - - - 5 X 5 CLEANOUT AT __ DEGREES. ALLOW TOP . . MEET WIND LOADING AND CONTINUO 1. \ 0___� RRIER BEND TO LAP INTO THE . . MIN 25," . . . . R IFR ,.! 1. . . . . . . . VISQUEEN VAPOR BARRIER OVER rEAM ___� . . 7EDSOIL.N) 0 0 . � . ! . . . . . . . . . . . . . . . GROUTED CELL . . . . . . OVER TERMITE TREATED SOIL. , P LIN EL BLOCK. I 10, roof, ; DROP CONC SLAB . . . . . . . TNsplan.plandes border notesandalip4wswecoWqhted2oL4bYcinffdtI '. . � . . . . . . . . . . . . . '. . . . . . . . . ... . . . . . .. .. . . . . . . . . . . ... : CONNECTOR NOTES . . � . . . .1 . . . pm1ZoT1rroMq1fffthPWi& Air]Of�aLrerturvedandYAlibepTotected3nd . .. . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . I � . . . . . . . . . I . . . . . . .. . . . . . . . . . . TYP 2500 PSI (MIN) GONG . . . . . . . . .: T ... . . . I �/ . . . . . . . . . I eAtomed Inthe event of Y.1010ft Written . . . . . . . . . . .. . _ To . . . . . . . . . . 1. . . . . . . . . . . . . . .. . . . . . . . . TREATED SOIL. ): �*161 ... . . . : I., Plaft MpoMmmyt�erepToduci?dorcoVedinanyw&ywnhwpril)r . .1 . . ; .. . . . . . . . on soil base TYP 2500 PSI (MIN) CONG . 1. . . . . . . . . 00 PS W . ---- - ; . . . . . . . . . . . . . . . . . . . . . CONNECTOR NOTES . . .. . . .. . i YP 25 IN) GONG . . COLUMNPAD W3*5STL . . . . . .1 . . . . . . . . . . . . . . . . . . .. . . FOOTING W 2 # 5 STL REBAR s REFER TO CONNECTOR SCHEDULE FOR REQUIRED � I : . . - - - - - __� . . . . .. �. . . . . . . . . . . . . . . . . . . . . . . . . OOTING W 0 . . . . . . . . . . . . ��. I . . . . . . . . . . . . . . . . . . . . . . .. . ... . . . . . . . ING. FBC REQUIRES ALL . . '\\TF 2 5 STL . . . REBAR EAWAY ;. . . . . . . . . . . . . . . . . STRAPS, SIZE AND SPAC . � I . . 1. . . .. . . . . . . . NNECTOR SCHEDULE FOR REQUIIIED CONT, MIN 25" LAPS) . . . ; � . IV" . . . . . ... . . . I . . . REFER TO CO . . , . . . 1. . . . . . . . . . . . . : . . . . � 0 4 . . � . . . . . . . . . . . . . . . CONNECTORS TO MEET WIND LOADING AND i .. S) . . . VISQUEEN VAPOR � . . .. . . .. 1. I . . . . . . . . . . .. . . . . . . . . STRAPS, SIZE AND SPACING. FBCREQUIRESAL-. .. . I . . . ; I . . .. . 0 a * . . . . .: - .. . . . . . , . . . . . . . . . , . . . . . . I .. .. . . . . . . . . . . . . .. CONTINUOUS LOAD PATH REQUIREMENTS from . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . CONNECTORS TO MEET WIND LOADING AND . . . . . . . . PG4OF4 . . . . . PLAN FOR .. . . . . . . . : BARRIER (OR EOUIV) . . . . . . .; . . - � . . . . . . ... . . . . . . . . . . .. . . . . . .. .. ... . CONTINUOUS LOAD PATH REQUIREMENTS from ' . .. SEE FOUNDATION . . . ; . .. footing to rooi. . : . . . . : . . . . . . . . ..... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . OVER TERMITE . .. . . . . . . ; . . . . . . . . . . . .. i . SEE FOUNDATION . . . � . . ,:� . . .. . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . tooling to roof. . . ACTUAL FOOTING DETAIL . . . .... . . . . . . . . rde t� �I . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . TREATED SOIL I . STRUCTURAL DETAILS . . .. :. � . . . . . . . . . . . . . . . . . . : PLAN FOR ACTUAL . . . . . '. 1. I . . . . . . � ...: . . ... . I ON & DOOR . . . . . . . . . . . I : . . . . . . .. . . .. . . . �� .. . . . . r . . . . . . . .. . . . GARAGE WALLSECTI . . SECTION . . . . ,.. I . . . . . . . . . . . ... . . . . . ... .. . .... . . FOOTING DETAIL . . FRONT PORCH WALL SEE FOUNDATION PLAN FOR I . . . . . . WALL SECTIONS . . .. . . .. . . . . . . . . .. i . . . . . . : . . . . . . . 1. ; . . . . . . . . . . . . . . . . . . . . . . TYP BLOCK WALL DETAIL. . . . . . ... : . . �� . . . . . I . . I . . . .. . . . . .. . . . . . scale � . . .. . not to scale . . . . 1. : . . . . . . . . . . BUCK DETAIL not to OTING DETAIL . :. I . . . . . . . ..... . . . . . . . . . . . . . . ! . . ACTUAL FO . . . . I . . . . . : ; . . . .. . . . . . . . � . . ... . .. . . ? I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . . . . . . . . . . : . not to scale . .. . . ... . � ... . . . � . . . . . .. I .. . . . . . . . . . . . . . . . : . . . . : 1. . . . . . . . . . . . 1. .. . . . . . . . . . . . . .i . . . .. ... i . . . . : . . 1. . . . . . . . . . . . . . . . . : . . . . . . . . . .. . . . . r . . . . . . I __ . . . "�_�_� i + I i i I i. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . .� . . . . . . . . . . . . . � � .. . . . . . . . . . . . . .... . . . . .. .: . . . . . . . .. . . . . .. . . . . . . . . ... . . . . . . . . . . . : . . . . : . . . . . I . . . . . . . . . . . . . . . . . . . . . . :. . . . I . . . . . , . . . . . . : . . . . . . . I . . . . � . . . . . . . .. . . . . . . � . . . . . : . .. . . . . . . �: , : . . . . . . . . . . . . . .. . . . . . . ... . . . . . . .... . :. . . . . . . . ! . . . . . . .... . : . . . . . . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . �. .. . . . . . . . .. . . . . .. . . . .. . . . ... . . . . . . . . . . ... . . . . . . .. .. . . . :. - . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . I .. . . . . I . . ... . . . . : . . .. . . . . . . . 1. . ... . . . � . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 7 . . . . . . /11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ! . I . . . . .1 . . . . . . . . . . . .. . � . . . . . . . I . . . . .. . . . .. . . . . ; . . . . . . . . . . . . . . . .. . .. . . I . . . . . . . . . . . . . . i . . . I . I . . . . . . I I . . . . . . . . . . . . . ; . . . . . I . . I . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � I . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. . . . . ... . . . . . . . . . . . : : . . . .. . . . .. . . . . . .. . . . . . . . . . 1. . . . . . . . . . . . . . . . . .. ... . .. . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . .. . . . . . . . . . . . . . . . . I . . .. . .. . 1. . . .. . .. . . . ... . ... . . . . .. I .. . . .. . I . . . . .. . . . .. . . . 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