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Linkside Drive 1609 Khoo troduct ketkgs 19fectn've: I=ch '4 2002. Ply®F� IC'1'�,ll RA1 LN_G b2sfl SIZE rn3 M40/50—SH +30 -35 53x78 Standard single hung +30 -35 1 36x96 r M40HPISOBP•-•SH +50 -oQ High peri'ormance single hung +50 55 53x76'!{ ; +35 35 53x96 TW—SH' +50 0 53x78 ; Tilt sash single hill! ' g +35• -35 53x96 TB--SH .+50 -50 53:96 t • Tilt thermal break single hung MP—SH +70 -70 53x78 Impact s�nglehultg RW HP +35 35 127x61 1110i performance horizontal slider RW XHP +55 -55 74_x51 Extra high performance horizontal slider +45 -45 112x63 , M/415 SOD +35 -35 4068 panels ` Si1at'd S�ld1n°glass dQOr +30 -30 3080 panels t, ' T,Sill MM/4/5 HP SGU x-45 -45 � 4484 panels! • . - •. - ; • . .. . High performance sliding glass door - 2-la"Sill 'I•SS �55 5080 panels iNW3/4/5 MV SOD y . Extra•high performance sliding glass door _ 2-112"Silt 5'wide panels not available in IV13&5 i ia,1a. 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Centex Homes flbonglaca shingles on felt W(HUCODE QQNSTRUCTIGN REQUIREMENTS over 1/2" o.a,b. sheathing 12» on pre--engineered roof 12 Studs: Rafter Ties ® 4'–U' o•c• and at each side of all openings, truseas 0 24 o.c. top anbottom d bottplates: �variaa varies r_30 lnsulotinn cardboard insulation baffler 1/2" calling board Top Plate: Hughes (RT2418) Bottom Plate: Hughes (RT1818) _ (Ties good for 865 lbs.) 1. huhen hd 2x aluminum eaves drip 1. hughea Id 2x Trusses: Minimum strap at each truss—Hughes Hold Down Strap hold down straps hold dawn stropa (True Tie). Trusses and hacks with less than a 10' 2. double 2x4 top plate 1"2 4''t' 2. double 2x4 top plate span to have (1 ) hurricane he clip. 3. rafter ties (huglhea rt1818) 20 p.L fascia - 3. rafter tion (hughas rt1818) 0 4'--d' o.c. and ® each aafflt 0 4'--if o.c. and ® each Headers: To conform with SBCCI section 1707.3 w/ applicable charts. side of an opening vent side of an opening Wall studs to meet section 1707.3.2 for header support 2x4 and cripples. verdcle or horizontal 1 x frieze - 22 gage ties 1 if o.c.v. sidingg approved for - 22 gaga ties 32" o.c.h. re u(red wind shear min. support for each tie Gable Ends: See details provided on the plans for special q� (260 We I/f min.) vapor barrier not to axc"d 3 sq. ft. (tyvak or better) of wall area framing requirements. n 1/x° drywall aft (Note: 1st truss must be dropped so that outlooker aiding over brick or stucco can be framed from 2nd truss back. r-11 Insulation aPP►avad ahaathing for noquired wind shear (minimum 200 The I/f min.) 1/2" drywall Sheathing: Sheathing to be comparable to 7/16" o.s. b. with (1) 4 rebor verticail 6" nailing on edges and 12 interior to obtain Vj � t3f o.a. / minirmum bond of 1 top aind e' bottom. 1. 1/2"x1d° anchor belts ® 3f o.c. r-11 Insulation a minimum of 210 lbs. per I/f of shear. 2. 2x4 L sole lata set 1) 4 robar vertical 4" concrata slab w/ p' p Wax / rninimum Girder Trusses: Trusses with an uplift of between 1000– 1800 lbs, 0x8 10/10 w.w.m. over !n continuous bead of sealant Ind of 12 top and 6'bottam 4? concrete slab w/ shalt have continuous connectors from top plate to 8x 1qt4'flbTor%Tobsh"nPa 10 �r.w. avvor bottom plate. �!pNa used Top Plate- rt24 ( Hughes Manufacturing) -ljl_ 1j1-11l=�=' %a �° finished floor =111-1�1= 11-111 �u ��aaro�n� Perimeter.) Bottom Plate– wal 50 ( Hughes Manufacturing)) waterproof mambrano --111-111"--L ;_ - — — —-- — 1LI—Ill---11 -!—111=111- _ L1-111 111-111--1T1 =11t=111=111 11-111 1111.11T1=111=� 8" concrete black _ 111—ll1--1�1—�L1 " c s 1=11I-111—ll1-- i concrete block w\ ail calls filledi 1—L11-1.11= � 1.1_=�—�11—Ill 11 � -I L 1=111-111-11 '=111-111—�� w\ all calla filled NOTE: 111�I �• -!1_l r rllltnlllrr' 1m�llrru compacted fill o.. �. ► �h, a •. �,. compacted fill ALL EXTERIOR WALLS ARE — 11111 1— 1, f n1ohed rade V _ ' finished radal 11 ". . -1.11111 �l I'. USED AS SHEAR WALLS Wx 8" concrete footer —111 ill-111—11 -- Note: 1. (1)#4 Weber at all camera 111—L1! 111-111 I 1 111- I_ _, 2�x 1d' conc. iootor INCLUDING ALL HEADERS AND W/(2) 4 reborn2. top of block to top of footing w/(3) §4 rebaro OPENINGS WHERE PROPER shoo not exceed 4'—gr FASTENERS ARE PROVIDED.3. If atemv�all is lees than 3' or I ins or opening more then footing must be 1(r' x 2d. Wo NOTE: Stemwall Fwith Standard V V a I I S e C t I o n ANCHOR BOLTS MUST BE USED WITHIN 6" OF ANY BREAKS Scala: 1/2"- 1'-Cr (WINDOWS,DOORS) IN ALL SHEAR WALLS. Header ChDpi-ng Placement J1 2"x2'"x1/d' washer p. . bottom plate 1/2'x101' anchor bolts 0 36* o.c. 2x4 bilocking ® sheathing Joint blockln hurricane clip H-23 or batter A113111 or equal top plata ,-, 45' 8x81 10/10 w.w.f. or fibermash 7/1 C structural goof shoothing 2x4 outrigg ® 24?o.c. 2x4 lbs barge rafter cont. •:4' .:• ` Ft gg p _ n.grode 41 Meow E compacted fill -- 1.o • I I I top chard of gab and c) N ;a'.'o I trursa dropped 3.1 and garage door hgadar cont. 2x4 scab from top 12"( stwry) 2x4 x I'--(Jt' to bottom chard 0 x-bracing 7/16'° o.a.b. w/S op prick ledge - (provide additional W's Watling on ad e w�( rebor 16' (2) 04 rabor around perimeter, 2x4 scab cont. tap to bottom at vertical If higher r than both sides wY 2x8 studs around perimeter (two Story) band outside rebor 2at carrier chord ® 8 0" from gabla I ha I�e 48' to form an 1. aha garage Note: for a two story use I lass Nota: 1 W minimum width Nath�than 1'Q 1d",nuss®10/32" (3) # 4 rebars I on garage return. o.e.b. w/ 10d. nails. Monolithic Footer -- - -- (J", scale: 112'= 1'-d" bottorn chord of gable and trues (2) 2x4 top plate ap028 vi/(20)164 2x4 ®rtud 1/2"x�° 2x4 scab If vert. web 13 not present--/ p't. bottom plate o.c.# sqJ 2x4 etude 0 1�' rod hand anchor lateral braa.o.xce � 4�' garage floor as rrquireadp.t.2 clip w/ washer 2x4 blockingg ® 4g' o.c. between 1 Cr anchor bolt x4 (2)hc clips ® 48" o.c. gable and flrat trues footer .. G-a-ra e Door Return compacted fll parborder (2) 4 rebatePlatformFram • nq Gable Endscale: 1' -7' - 16" scala: 1/2 � 1'_Or Interior Bearinq Wall FILE HUROOEi'1.DYfG Scats; 1/2"w 1'-1f PLOT: 1/4"-1'- T REV. : 4/26/88