Loading...
2148 Fairway Villas Ln (vault) I �I iIaII 1; W. M. I�eaiden ui. - .. .: !. T6- Not : . T6 Wi.t prodwed In n Nd Dermau*06 RpjOF PITCH PER PRE-ENGINEERED TRUSSES W.M. Qesiden EL#VATIONS AND orTe.Nokwt, m" R6OF PLAb AN To C eck &d Ve*L CONCRETE TILE Of The c,,diM t au�d To csMt,md verify ntl A C- 12 OVER 151) FELT ON To vroceediy� cr Co.pl:uce OfLoaal d. 15/32" PLYWOOD code.M�.�nev�nent W.M. 12e8iden HURRICANE STRAP EA. TRUSS EXISTM STRUCTURE EXISTING STRUCTURE R-30 INSUL. MTL. DRIP EDGE 8 EACH #8 1' IPFH WOOD SCREWS APPROVEQ DOORS PLATE HT. FASCIA TO MATCH ELEVATIONS 1.> 1-3/4' SOLID 'WOOD OR METAL SEE TRUSS PLAN EXISTM SLIDER 00 z O DBL. 2x TOP PLATE VENTED SOFFIT LOCKS CStAGGE14 JOINTS i 4'-0" MIN. I _ SEE ELEVATIONS II SIMPSON ,OPH4 FOR DETAILING sLIDEBOLTs � II I l�. � ADDITION TOP i 50TTOM II 0 TUID� INTEGRAL METAL a TOP & BOTTOM I T 22°. X 1.3� �. , ; EACH S o e , • II �1 RECESSED A MINIMUM OF 3/4' SER II 4" CONC SLAB uuv 2-2x HE o o PER FLOOR PLAN II x S tmiW WAIJM. OR i Now �'���,��� NEW !�I>�Itl"�SH leQUAL ON 303® 9WI 0 II 6 MIL POLY VISCAMNE I � 3m$fd SH �� _ = 11 OVER CLEAN, US" I TOP OF O)PNG. 0 SEE ELEVATIONS COMPACTED,TERMItE I _ WINDOW UNIT AS' - II TREATED FILL � EVATIONS � ( � PER EL A I) U U SILL CAUI-K-ED AND FLOOR PLAN ., I - FCTv it CTV A g WiNDOUy B �I MONMITHIC FTG UY R-11 BATT INSULATION -� � 1 (2)4'3 RODS CONT „ -'e i ATE 2x SILL PVr �� KWICKSET . TITAN SERIES OC WITH DEADBOLT I1 #' m 15/32 SHEATHING UI/ p p I — — — — — 151) FELT - ---- --- -- --- NEW NEW NEW NEW NEW EXTERIOR FINI5H _ n LL VATl�I$. '• '• 305fD SH 30$® 8H ,: .3050 3068 � 1/2 DRY PER ELE , : DOOR • 4' x 3' `t i w O CONI' 2x P.T. SOLE PLATE W/ - . 11 u _ PAD \��` 1/2 xs ANCHOR BOLTS V WOOD SASE (W/ 6 MIN. EMBEDMENT C W/ 2"x1/8" WASHERS g 24" O.C. ALL CORNERS 22'-ma - _ 0 -0 FI AND41-111 4" LONG. SLAV_- -- ---«----- _ �.._"� BLOCK TWO DOOR UNIT FOUNDATION �'1.._ AN. E LEC;Ti�ICFL 00.fR FL AN. AI C ND SEE FOUNDATION PLAN PREWIRE 110v OUTLET CONC. FOOTING 16 1/2a PLYWOOD SHEATHMG EACH FOR MULTIPLE WINDOWS AND FOR C SIDE NAILED t0 BOTH FORM i BRACE w a DOORS USE 2 TAPCONS PER CEILING FAN wP WEATHER..PROTEG+D FRAME WALL SECTION MEMBER i BUCK STRIP ry O�c. MINIMUM. WINDOW AT THE HEAD AND 4 W/ LIGHT 110V OUTLET v2" PLYWOOD SHEATOING EACH TAPCONS AT THE JAMB, � F01� SWLTGHEs . NAILED TO 1'30t -......-................._..._......... SIDE , �► 6" O.G. MEM5ER 4 BUCK STRIlI w DOUBLE T PREIUIRE MINIMUM. FLOOD L*HTB �, TELEPHONE Q j r PREWIRE I i�j 4 0 C� GABLE T.V. 12oil M1110W Atko iG7 .. \ MATCH EXISTING MATO EXISTING 1. ARCHED WINDOW — - — 1 — ___ — — i 2" x4" TANGENT FORM t'�MffRS — — - - - ....— _.- - - --- -- - -- I CONTINUOUS w ENTIRE OPENIG ARCHED WINDOW I W/ t NAIL EACH SIDE THRLI P4YlUD. I MEMBRANE. 41 NEW NEW SIDING 2.1 x �,�� TANGENT pORr1 MEMBERSL • S w NTIRII OPENING*' WINDOW 1 SIDING EXISTING CONTINUOUS E }„I PLYWD. SI DOOR EXISTING I (MATCH (MATCH I SIDING W/ I NAIL EACH SIDE T ►�V GLE D SIDMG EXISTING) :I MEMBRANE. I EXISTING) (� • DOUBLE TOP PLATE TRUSS CONNECTOR I FIN. FLOOR_ X11. FLOOR_ I — — —— — — —— — — - SIMPSON SPH4 OR TRusB coR RAFTER) BLICK ATTACHMENT DATA USP SPTH4 - - BU _BU S SHALL BE lx4 OR 2x8 PT AT WINDOWS OR 2x8 PT AT DO S. IN PINE IOR SPRUCE. AT WINDOWS ATTACH BUCKS TO RI PLE UDS BL K WITH C014MON T-NAILS AND PLACEMENT SIMILAR T❑ 12" FLAT STRAP TA ONS SHOWN,, AT DOORS OR FIN WINDOWS IN BLOCK, ATTACH U S w/ 2 T-I�4AILS TOP AND BOTTOM AND 8" O,C, STAGGERED EnrGiNE� II B MIN. D L. 2x HD FuLL LENGTH IN THE FIELD, WALL STUDS 1 SEE CHART 13ELOWF-OR USE, MIN. 1/4" x 1 3/4' TAPCONS AS SHOWN, START ALL END 1 i 12" FLAT STRAP REMIR"'ED NO. OF STUDS TAF CONS WITHIN 6" OF CORNERS AND 30' ON CENTER MAXIMUM, 1 I ...�..�EXI8TIhKs ALIS TAPCONS SHALL HAVE MIN, 1 1/4' EMBEDMENT, I FIE IiDT vS° HEADER STUDS I SHINGLES I i ILE LOW 1=oR \%—MID-ELL i (TYP) SEE CHART BE H M E N T REQUIRED NO.of STUDs V1i lt!D 0 W BUCK CIK A TTA C MID-UJALL 151-KC-s. --r ` CONT. BUSKS SHALL BE 2x8 PT AT ALL MASONRY OPENINGS • SQ. FTG. TABULATION SIMPSON SPH4 OR AJACH BUCKS v/ 2 COIL NAILS I - NAIL PER USP"SPTH4 TOO AND BOTTOM AND 8" O,C. STAGGERED IN THE FIELD, S HED E -'" I M� CH EXrSTING TOTAL COVERED 286 NAILING SCHEDULE, L- ---- --_- - 1 =TRUSSES MU-ST BE CAPABLE OF TRANFERRING LATERAL LOADS TO SEARING UJA .L:�• I 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO 1 3 SIZED PER TRUSS MANUFACTURED I 'NEW DIMENSIONS MAY PARI' SLIGHTLY 1DU TO AT ANY QUESTIONS A$ TO THE SIZE, TYPE, OR VALUE OFA � I SIDING FIELD MODIFICATIONS .AND ADJUSTMEINTB- P.T. SILL PLATE UPLIFT CALCULATIONS. I (MATCH TYPICAL FRAMING AND NAIL, STRAi� OR CLIP SHOULD BE VERIFIED 15Y THE STRUCTURAL ENGINEER. LEXIOTM Ex1sTING) 3. HEADER STIR REGZUIREMENT waw slla CSN N ECTI TIONS FOR OPENINGS 2 HEADER -STUDS (EACH SIDE) 1'_6 TO ro'- - i 3 HEADERITUDS (EACH SIDE) 6�-v) TO 12'.0��� NOTE: } 1IN. FLOOR4 .HEADERTUDS (EACH SIDE) 12.1-011 TO la'-O" ® © ALTHOUGH EVERY EFFORT HAS BEEN TAKEN MAXIUMUM HEADER SPAN (fta /� 4. BEARING/SWEAR WALL NAIL PATTERN J 7TO PREPARE THESE- 3. � PLY ' 9' f2' 15' to' �� - ----- ------ ----;-----_------- �.. — ._._— — WITH LOCAL BUIL.DIN63 �CODE�S, CONTTO OINMUOU90 I. PLYUJOOIa. (FIELD) USE 8D NAILS *� 12 O/C r�vice –– – –– – – – t' ; NUMBER OF HEADER STUDS (F.DGE) USE SD NAILS 0 6 O/C CODE CHANGES MAY REQUIRE ADDITIONAL. SUPPORTING END of HEADER *� 2• GI'PSUi"I; �fFIELD) USE 5D NAILS l0" O/C - ---- -� DRAWINGS, ENGINEERING SERVICES, ANd 1), A 4' FLOOR DESIGN CRITERIA CODE COMPLIANCE. POSSESSION 'OF THEs5 191 _ 1 1 2 2 2 2 (lEoGE) USE 50 NAILS I 7 O/C ® (D ROOF TRUSS DESIGN CRITERIA `�� NtB'1BER OF FULL-LENGTH STUDS _ (LIVING AREA, STAIRS) PLANS ACKNOWLEDGES THAT THE PU1?CHASEI 1 �- 5. ROOF NAILING PATTERN Q N s EACH END OF HEADER '�? 12" O/C . : -- --- ------ -----3 -- ------- --- T[P'CORD LIVE LOAD 20 p.5.f. TOP CORD LIVE LOAD 40 ,S.f, WAS BEEN INFORMED of THIS INFORI"1AT1oN' 3 3 O ZONE I USE SD COMMON NAILS p 3 LOAD lO �S.f. AND ASSUMES THE RESPONSIBILITY TO' �4� oR LESS 1 2 3 ® ZONE 2 = USE SD COMMON NAILS 0 6 O/C TOP CORD DEAD p TOP CI3RD DEAD LOAD lO p�S�f� PROVIDE ALL ADDITIONAL REQW OM EElT BOT, CORD DEAD LOAD 5 S f OF LOCAL BUILDING OFFICIALS TO MEED M� THAN tm' 2 2 3 4 >; >; 4 ZONE 3 � USE SD COMMON NAILS � 4" O/C ROOF N A I U N O BOT; CORD DEAD LOAD 10 p,s.f., P� � ' COMPLIANCE. ' FILECOPY ,� TOTAL 55 p,s,f. . 6. 1/2 GYPSUM CEILING: USE 5D NAILS 6 '(" O/c ZONE CHART TOTAL 40 p,s,f. MINIMUM WALL AND HEADER -I. 5ENC0 2 1/41" x .131 4 PASELODE 2 1/4" X .099 'PNEUMATIC WIND SPEED 110 m.p.h. E M E N T S I' 3WRATION FACTOR 1,00 STUD R EQU I R NAILS MAY 113E USED IN LIEU OF SD COMMON NAILS DURATION FACT®2 1,25