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HomeMy WebLinkAbout08-8164 (2) / GENERAL IN��OTATIOiN LOCATION Or NEW / GENERAL ITY SHED •�`ti �_` .._SCR'iPTIGN: MANUFACTURED BY HANDY SOME r o PRODUCTS, PRINCETON MODEL, a' X 1G' X 3' H:GH. WOOD FRAME \ " U ��� ti r� WITH WOD SHEATHING ROOF AND IWALL PANELS/ N N . PAINT AND SH NGLE COLGR TO MATCH EX1STiNG BUILDING. \� ' INTENDED USE: HOUSE NEW WATER SOFTENER EQUIPMENT, u 7 \ J'r o ` / � tQ `�I �1 `,"' s°Pvc�Aur�-r L�r ��. �� 1 �^fl•L' \' Y � _._--- / ❑9 d� E D dLvD ( Icy D=_UX. ALCOVc — I 1 KEY PLAN NOT 'I O SCAL_ L ALCCL 1{ i J ' ILh� C0h _.FLGRIL: 1 -f �-- � � � - - - - - -- - - - , = �L.ti � z L rTRI A _` rl �:JET ILLJ � .� c �!I raj COY OF ZL x- �� BDRr, P=ROPOSED a' x la' W �' PRCPc��D a' x 'a C 'i 's,i9 L7F 3T -�\ PR��ANUFACT�RED � F,REMANFAcruED uTILITI' SHED FOR UTILITY z&>,ED FOR 3 =��sLA� z .UAT� &OFTENEry [ LAT R SOFTENER N� l w Dr 'HiX Dom{ 3 �" 1 E i � rT csi v 1.H �iIT \__# NItftH__ _ � �ate` � - - � � '� � 7 � � �-+ --J i C <E L ct o __ i' `� r mo- J L �--� ULJ I TIL/J _ f PARTIAL NORTH ELEVATION PARTIAL SITE PLAN SHEET H 2 SALE: �I/1 = 10F2 FOUNDATION UPLIFT CONNECTOR SCHEDULE ""LTI K ulK-G° "+ CONCRETE sGRE U ANCHORS A T 24" O.C. MA.X. C3/!�" ANCHCR DIA,, 3-I/4" ANCHCR J a o HILT1, INC. LENGTH, 1-3/4 ' EMBED DEPTH), TYPCAL.UPLIFT CAPACITY SHEAR cAPACIrY 2X4 PT BOTTOM PLATE PROVIDED B Y S ED J5 PRODUCT NAME 4 DESCRIPTION EMBEDMENT DEPTH (2000 PSI CON(.) (2,000 P51 CONCJ MANUFACTURER 2 HI!TI K'JIK-CON 'I+ 3/'l0" DIAMETER I-3/4" 2,5 L . 2'00 L . (CONCRETE SCREW ANC-4O ) © — — — — o N• - 1O1 - - nO- - - - Tlo- - - -1iO - - O-1 � Yno II II II II 13om ,ax I II II II II xo O I b a� FOUNDATION UPLIFT CALCULATIONS II II II II TOTAL UPLIFT SURFACE AREA OF SHED: 30 SF H H H I tAx/MUrt NET UPLIFT PRESSURE: - 34.1 PSF EF TINCz 4" THI K 3,000 Pslll CONCRETE LAB rP I MAXIMUM UPLIFT PRESSURE FOR SHED: - 2123 L . (� I UPLIFT CAPACITY PER ANCHOR SCREW: 2,5 L3. .N ANCHCR SCREWS PROVIDED: 22 II II II TOTAL UPLIFT CAPACITY PROVIDE BY ANC-4C SCRELU5: 0,050 I Q H H H H Q PROVIDED UPLIFT CAPACITY EXCEEDS eEQURED F-i UPL FT PRESSUE BY 3,322 LBS. I II II H II C/1 O I O — — — —O_ — V' — — — © — — — — N O O dN PT FLOC JCISTS PROVIDED BY SHED MANUFACTURER (� BUILDING DATA < H p o WIND VELOCITY: 170 mph INTERNAL PRESSURE COEFFICIENT: ♦. U 0.8 N ;Basic Wintl Speed,3 secoM post) (EnclDsed Buiidrg per ASCE'-58 Tabfe&'J 1` MIND IMPORTANCE FACTOR: 1.0 WIDTH OF EDGE STR;P(FTk 3.5 (Y r• a M r-�'� BUILDING CATeGGRY: FOUNDATION ANCHOR PLAN \ .� .� (Per ASCE 7.98 TGbo i-t) II HEIGHT 3 EXPOSURE ADJUSTMENT COEFFICIENT: 1.00 M V SCALE: (/2" 1'-0"ROOF ANGLE A;degrees): 10.0<A<30.0 ROOF DEAL LOAD RESISTLYG'JPLIFT(psi: 8.0 � P 105 FT U WIND EXPOSURE CATEGORY: B OF'i'1 P y \� Yeth of Edge Strip T DESIGN WIND LOADS-WINDOWS,DOORS,COMPONENTS&CLADDING tdALL PRESSURE ZONES ROOF WALL t 'S.4EY0Tc VC') ; ---�'^--,-.- ZONE AREA le DESI5N PRESSURE cs ZONE AREA DESIGN PRESSURE ref) (\\ ~-- , .,4 Poswe) regauael (t Uplirt) SI-ED FRAMING BY OTI—ERS �\1 10.0 12.5 -19.9 -11.9 4 10.0 21.8 -23.6 VII 1 20.0 11.4 -19.4 11.4 4 20.0 20.8 -22.6 T�� u �na� �1 1 50.0 10.0 -18.6 -10.6 4 50.0 19.5 -21.3 H LTI, <W K=COf ii+�frNER1 E' oCREW ANCHORS AT II®ll �, © g © ;YP, �A,BLE 1 100.0 10.0 18.1 10.1 4 100.0 18.5 -20.4 — 24" C.C. ` AX. (3/I�o" ANCHCR D!A., 3-1/4' ANC HC rt fi ROOF 2 10.0 1 12.5 -42.1 -34.1 5 10.0 21.8 -29.1 11 LENGTH, 1-3/4" EMBED DEPTH), TYPICAL. F� 2 20.0 1 11.4 -38.2 -30.2 5 1 20.0 20.8 -27.2 �0I 2 50.0 I 10.0 -33.0 -25.0 5 50.0 19.5 -24.6 PT 2X4 FLOC PLATE 2 100.0 10.0 -29.1 -21.1 5 100.0 18.5 -22.6 e 3 10.0 12.5 -42.1 34.1 0 © 3 20.0 11.4 38.2 30.2 c m d b EXISTING 4" TCK 3,000 PSI CONCRETE SLAB 3 50.0 10.0 33.0 25.0 — �I o ° OVER CLEAN, COMPACTED FILL / \ 3 100.0 10.0 -29.1 -21.1 I I Z �0 / ,. r\ Noss: e 0 / ®/ \ \.4 TrP. HIP 1)Far effective arses between those given above the bad may be eterpotated,otherwise use the!Dad - " / \ ROOF associated with the!owar al'ecuve area. c - C (J ———' 2)Plus ad minus slgrs i nify pressures acting�towerd and away from the'building suraces,respectively, �6 _ - 0 F' O N ® 3 Seep ressure zone dia rams above for comes nding zones, -- 0 O o -_ U FOUNDATION ANCHOR DETAIL ROOF PRESSURE ZONES (PLAN vrcv) — SCALE: 3" 2OF2