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HomeMy WebLinkAbout116 Pamala Ct 94-2399 New SFHl l �-PQ ma I Gk- (!)- ZONE _ DATE i� CONTRACTOR `t'%t ���I G� i k- Rc,, ADDRESS Do_ _. PHONE # 3(00-34`lg- LOCATION I t (oC`- OWNER t Q, kJ QG ADDRESS PHONE #,� - .2114 LL(( L PLUMBING CONTRACTOR !(1 I At)VXESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # ,MECHANICAL CONTRACTOR lol ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCH IT ECTURAL APPROVAL DATE: PERMIT' # q4-33q6i JOB COST FEE $ IR, L STATE NO.®q�S SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY iE -7� v FEE _ _ ` ENERGY SECT. CERTIFICATE OF C UPANCY ISSUED # DATE: _ FINAL DATE As r 7s^ m1 .in'_n" ROOF PLAN 3 5/8 C20 STUDS @2'-0" O.C. CONN. TO TRUSSES & WALL (4 #10 SCREWS EA: W5 W8 W2 WALL PLAN Wi C12 3 5/8 TX 18- WALL STUB TO TOP PLATL #10 SCREWS + + + + + + 5/8 C 20 + + 16 Ga, PL. W/ 10 #10 SCREWS (N.S. & F.S.) TYP. BEAM & LINTEL CONN. -I 8C 18----- 6 C 18- r J '3 5/8 TX18 13 5/8 TX18 B1 B2 PERIMETER WALLS HAVE FULL 7/16" O.S.B. STRUCTURAL GRADE PANELS (ONE SIDE) FASTENING PATTERN 12" O.C. FIELD SPACING 3" O.C. EDGE SPACING. MIN. FASTENER`' SIZE 8-18 (SHEAR CAPACi -Y 390#) STRUCTURAL MEMBERS: ALL 18, 20, & 22 Ga. MEMBERS SHALL BE OF 33 KSI YIELD OF COMMERCIAL QUALITY AND CONFORMING TO ASTM 525 ALL 14 & 16 Go. MEMBERS SHALL BE OF 50 KSI YIELD OF COMMERCIAL QUALITY AND CONFORMING TO ASTM 446. ALL MEMBERS SHALL BE OF G-60 GALVANISED WITH "C" SHAPES IN 3 5/8, 4, 6, 8, & 12 INCH WIDTHS WITH 1 5/8" FLANGES. FRAMING SCREWS SHALL BE #10 x 3/4" S.D. TEKS WITH A ZINC PLATED FINISH. H-2 TRUSS ANCH. SHALL BE "SIMPSON' OR EQUAL. 71 Z-/ z1 L1 �.,�.,».�...,.y�.,................�.�,...w.......�....H.......,,._..P.....,.�.....�..«....�.,..-.«......a..�«.d.,.�..,«.....,�.�,.-�,.,,K,.,,...-��....Win.,....,.,,-�.M„�..�..,..�.... .�,» � � .�.,�t: � � .,.,.;,. r.; ._>.,.;. h..,,..,.� � �._....;��.�...a..,,:t,.,.,,.......�.-. .. . '.rM wa•.n�lR4rm.T+h�...+.�w,.+v.,.u.rveva^m.,wrxrrm+-swxe?P^!^R�sL3�•�bwetM1�k�»t�'�^+ttaSR;?:vsFi..7ruePtr�nn+d,s;n,.;.ir+x+nrr!^r�e>fsrxrrEe•:r.,ct�S�Y'..i�*�$ifi75�'�'^s �;nik7:;%kR'in'ie�.ead . .... .. _.. ., .. .. ....... .. _. ....n.s-.e,.....w«..m...,,..,,,...-__...�._... .... ....... .. ',. _. _ .s, .. ... . tSi4^.Y"o'-S)-"7+M.'NRN`i�°+F.9"SKS ).NG+,?K"Y/�:W�4t4!3Re�A.. .. :..vm'J'i+3y3w[k`s5Yat V,6e':T'�'4et9eAavo��R','sat9^m}d9�➢.�•*'ay3gssefi�.+�.egSN � •..,—••-„�•.�""r'¢�1MfiPs8' . 2'-0" W2 56'-0" _ 2'-0" SCREWS 3+3) 28—SPA. 0 2'-0" BEARINGS. 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 60'-0" WALL W1 wl wM 15'-0" 1 5'—n" 2'-10" WALL W5 WALL W2 El 1-11 5/ " 6'-0" 2'-0" _ 3—SPA. ® 2'-0" WALL W3 1/9'o/ Y 9 1/9' W2 WALL W6 WALL W4 WALL W7 WALL W10 22'— 0" W8 W1 cc I r P cc I r P rh a #10 — SCREWS #1—_.0 TRUSS T1 TRUSS T-4 & 5 1 0 Wit. 1" L. "n" SCREWS (TYP. ) n=4 n=16 DIAG. DET. 2 2n-11 PERT. MEMBERS 4 SCREWS CONN. 'r—Jr,m. 1w / —V TRUSS T2. n=4 12 -- 6 m -- 1 — M 6 a 2n=8 o j' 2n=8 cV H2 H2 I n=4 2n=6 2n=6 I 11-4" 4'-10 1 /4" TRUSS T-6 1'-4" 3/40 BACK OF T-8 2'-10 1 /4" n=4 ii n=4 TRUSS T-7 11 .. _ __ _—.. .DET. 3 3/4" BACK OF T-8 2n-12 of A" Q'_,A" TRUSS T3 TRUSS T-8 n=4 T-2 #Vf44f#j%) TRUSS MEMBERS CHORDS — 3 5/5 C20 WEBS & VERTICALS 2 1 /2 C20 U.O.N. O.P. - INDICATES OUT OF PLANE IIIF�"y`'t4M.iAfM^'M�f+l-.Y�MYy%T�a11IN•"'AF!�:.r�yptt. w.�Af•..:.rw.g�q.w.,, ....�.A.'."�khu'yT _..—_....._____. _.____. _. _ _.. _. _. ee A fw " IZ48 LM i