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HomeMy WebLinkAbout2018 Chase Ave 05-3796 wood shedPermit # Job Address:_�Q� Description of lyVork: Historic District: Zoning: CI'i'Y OF SANFORD PEWNIrr APPLICATION Date- r�rw Value of Work: S Z�3 ?_003 Mechanical Plumbing Fire Sprinkler/Alarm Pool Permit Type: Building x�.. Electrical Electrical: New Service — It of AMPS Addition/Alteration Change of Service 'Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale, Required) Plumbing/ New Commercial: it of Fixtures it of Water & Sewer Lines it of Gas Lines Plumbiug/New Residential: it of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial 'Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEh1A form required for other than \) '` '3 ' '�O 2'0 ~ w�� bL1-2,b (Attach Proof of Ownership & Legal Description) Pareel /1: wcl' � Zn`Y (.. g sg t'�' Ste`-v, l �4-7 Owners Name & Address• � - . — Contractor Name & Address: ` ` air` 13 State License Number: Phone & Fax: It�7 -h\ \k AVVPC n V—� I Bonding Company: Address: _ Mortgage Lender: Address: Architect/Engincer: ���• \ t L Address: Contact Person: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAV CI': I certify that all of the foregoing information is accurate and that all work N%ill be done in compliance with all applicable: laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEtNtlIN"f MAY RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT`fORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as %%awr management distri state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirerrn nts dr otida cn F Signature of Owner/Agent Date Sig t Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or — Produced ID APPLICATION APPROVED BY: Bldg: —_ e "Zoning: Initial & Date) Special Conditions: U)Q\1 L �' al el — ___ l/P/Fint Co itt)racct//oi/Agent' Na le (Initial & Date) DEBBIE 13LANITON j )1 MY OOMMISSION )b DID)188491 4 } 11FLi1<113: February 25, 2007 �genbisn� YersanalJy;ICnosvrt.tra�ta tj Utilities: FD: J (Initial & Date) (initial & Date) 2 x 4 SPF Cable 0-h-tr 4/4 x 3-1/2' Gable Trim 4/4 x 3-UL' HorizontA G.dxu Trim 4/4 x 3-1/2' 0v 03 rim 3/4' Na Groove End Ccpd 4/4 x 3.112llorizan:d Dux Rol 4/4 x 34/2' vm ti .J a- Trim 3/8"d41,k U' u.o. Udine V 4/4x3-UZ'Cio::"dI- 4/4 x 3-I/2' VorticW UW Srylo l/4 x 3-l/2' Cony Lim A) GABLE ELEVATION w/ TRIM OPTION #1 -^ SCALE IM,-1'4 I- T 24" 48" A � 4I 12" Max. To First Helix Ra 10hor Scrr,Ned Into Floor Joist %B� GABLE ELEVATION w/ TRIM OPTION #2 SCALE: 1/4' - IV -- 120" - NAILED W/Ud NAILS 0 3' O.C. ON ALL EEAM3 & TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & U O.C. FOR WALL II/ DOOR OR WINDOW ...NAIL 3" O.C. ON EDO ES OF OPENING & INIERMEDWTE SUPPORTS FIBERGLASS SHINGLES SECURE OHINGLESTO ROOF DECKING w/ (S) 1.1/4"GALV. ROOFING NAlls Upper heel P."A 4/4x3-I/4"3ublo'Gim - _ - Lo•wor Ruo1 Plrlol -p Gap Typ _ _ 'p' ap ryp•_�- ._ - -.- 104" 4/4 x 3• If 4' Caner Thin Door 11-4. 71�' s/W thick W u.o. 6k4nU 4�I ' A © EAVE ELEVATION w/o DOOR 1 SLUE: 1/4' - V-Cr A ro-�GABLE ELEVATION with DOOR OFFSET Cl/r EAVE ELEVATION with DOOR CENTERED rF-*� EAVE ELEVATION with DOOR OFFSET 6GLE: 1/4' = 1'{r SCALE: 1/4• - 1�0? 1 6G+1F.: 1!4' ,• t'{1 C. 12" It �- 12" - 24. 85' 120' n FLOOR FRAMING SEE FLOOR FOOTING pEATIL SCALE: 2A? - IV P.T. BOND BOARD TYP) SECURE BOND Q CORNERS W/3-10d NAILS NOTES: 1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR FRAMING IS NOT REQUIRED 2, ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 3. ALL LUMBER TO BE NO, 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. 4. THIS FLOOR FRAMING PLAN IS FOR THE MARCO WOOD PRODUCTS, INC. t O' WIDE GABLE 5. IN THE EVENT OF A DIMENSIONAL OR P:LJOISTS QI6''O.C(rYP).•. MATERIAL DISCREPANCY, NOTIFY MARCO WOOD SECUREJOIST TOBOXSILL PRODUCTS, INC. W/2-I Od NAILS Q EACH JOIST 4X4 P.T. RUNNERS (TYP)... TOE NNL FLOOR JOIST TO RUNNERS W/2-12d NAILS Q EACH JOIST/RUNNER INTERSECTION 5/8" OSB OR COX TREATED PLYWOOD SECURE FLOOR DECKING TO FLOOR JOIST W/ed NAILS Q W O.C. * EDGES & 12' O.C. * INTERMEDIATE SUPPORTS NOTE: / FOR EXTERIOR WALLS GREATER THAN 8' FLATWISE BLOCKING REQ'D CST PANEL JOINTS, SECURE BLOCKING W/2-led NAILS 518" 05E1 ar COX FREATED PLYWOOD EACH END. PANEL JOINT IN CEP Eft' OF V! FLOOR DECK SECURE: FLOOR DECKING TO FLO'DR JOIST W/Bd NAILS Q 6" O.C. sI EDGES & 12'O.C. NOTE: a, INTERMEDIATE SUPPORTS Z PANEL USED FOR UPLIFT & SHEAR CLIPS NOT REQ. EXCEPT Q OPENINGS 2 x 4 P. T. JOIST (<) 16"O.0. SECURE JOIST TO BONO BOARD W/2.16d NAILS G: EACHJOiSr •4 X 4 P.I. RUNNERS FOE NAI_ FLOOR JOIST TO FIUNNEFIS W/2.12d -� NAILS Cl EACH JOISU RUNNER INTERSECTION PRE:ISUFIE T1IEAFEUWOOD SHIMS FOR LEVELING WHENNECESSARY A' r =iffy=,:(-- ,. 4" X 6" X ' 6' SOLID CONIC. BLOCK SHEATHING GRADE 318" EZ PANEL NAILED W/8d NAILS Q 3" O.C. ON ALL SEAMS & TOP BOTTOM EDGE (TOP P. eo rrOM OF OPENINGS) & W O.C. Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 2X4SPFSrUDQ24"0.0. 2 X 4 SPF BOTTOM PLATE 2" NAILS EVERY 3.' ANGLED INTO FLOOR FRAME, I/2' FROM EDGE 11/2" X 2.1/2" LAG SCREW INTO FLOOR JOTS r ,)PJ/ 2"X2"X1/8" FENDER WASHER 2 x 4 P. r. BOND BOARD SINGLE HEUXANCHOR EL M f E-30 AS MFD. IBY TIEDOWN ENGINEER. ATLANTA, GA WIIHIN24" F/-OF CORNERS &72'+/-O.C.MAX OR AS REQUIRED BY LOCAL CODE 30 DEGREES TO VERTICAL IN THIS PLANE (TYP) r) 72' O.C. (rYP) ;) EACH SKID s1 WOOD FLOOR FOOTING DETAIL NOTES: 6GILEV I,V 1. WHEN MONOLITHIC SLAB IS USED, THIS FLOOR FRAMING IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES, 3, ALL LUMBER TO BE NO, 2 GRADE SPRUCE PINE FIR OR EQUIVALENT 4. THIS FLOOR FRAMING PLAN IS FOR THE MARCO WOOD PRODUCTS, INC. 10' WIDE GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY MARCO WOOD PRODUCTS, INC. A 3/W OSB or EZ PANELO-t GLUED & NAILED WITH (12) 2' NAI LS 93'O.C. 2 x 4 CPF Gaul. CorInoctu 2 x 4 SPF Double 2 x 4 SPF "Top Plato 2x 49PF Rz w, 2x 6 SPF D-Uu 2x 48PF Syd 2 x 4 SPF Bot.cm Flats 2 STUDS TYP. Q CORNERS EACH WAY E�--- 64" n GABLE FRAMING with DOOR CENTERED SCALE: 114' _ VV Simpson LSTA9 Stud to Top Plate With (8) 4d Galv. 1-1/2' Joist Notes 0 1 129' - 1 x 4 PINE- Collor lie 31W OEB or EZ PANELS, GLUED & NALED WNl (12) I•I/2•WULu 2x'r SPF 11: V 2. 6SPF"Ltu 2 x 4 6PF Top PI.IN 2x4BPF SLd 2 x 4 SPF Bottom HaW ANCHORS I0' O.C. AS REUD ANCHORS 72' O.C. H2.5 Simpson H2' o FI2 Hatter to Stud vd I) bd 1-1/2" Gulv. Joist Nails 24 -}' 102' 714' A 1 ��EAVE FRAMING w/o DOOR SCALE: 1/4- NY 6/8" x 3" x 72' HEAOEF? APPLIED TO IMIUE Ux 24" WW OSB or EZ PANELGUSSET OF BUILDING CONNECTING TOP MID TYP, BOFH SIDES ti SHOWN DOT TOM PLATE ABOVE UOOR OPENING WHEN UOOR IS INSTALLED ON EAVE SIDE / Door an eave Wall H2.5 Mall be used above the door W/ (9) 4d Galy. I-i/?'Joist Nails 1 %5-. Simpson SP4 vr/ 6-4d 1.1/?' Galy. Joist Nails Or Equiv. For Up To 735# Uplift A A C� GABLE FRAMING with DOOR OFFSET rkEAVE FRAMING with DOOR CENTERED rLEAVE FRAMING with DOOR OFFSET 1 SCAT% 1/4' = 1• V SCALE: 1/4' - I'U SCALE: 1/4' .. 1'L NOTE ALL WINDOWS ARE ENGINEERED TO BE INSTALLED BETWEEN 24" O.C. STUDS "ONLY" WHICH REQUIRES NO ADDITIONAL STRUCTURAL FRAMING NAIL SIDING WITH 2" NAILS EVERY 3" AROUND THE WINDOW CUT OUT NOTE: 1, THIS WALL PLAN IS GOOD FOR THE 10' WIDE GABLE SECURE ROOF DECKING W/8d ONLY. ALL MATERIAL AND LABOR SHALL COMMON OR 8d HOT DIPPED NAILS MEET OR EXCEED APPLICABLE LOCAL CODES. Q INTER. EDGES & ORT r<Jr INTERMEDIATE DIATE SUPPORTS tx4 COLLAR TIE LINE OF OVERHANG FROM 2 x 0 UGUULER I SECURE COLLAR TIES ---� 2Dj" TO RAFTERS WMA W 2 NAILS (2 NAILS EACH RAFTER) 5/8" OSB or COX TREATED PLYWOOD FLOOR DECKING AS REQ. - I. SECURE FLOOR DECKING I \ TO FLOOR JOIST W/10d NAILS 1 C"J 4" O.C. Q EDGES 12-O.C. Q IN'iERMEDIATE SUPPORTS I r I \�- SEE WALL DETAIL 4" D.C. Typ. 24" 12" * - 16, ��c 64" 2 1I 2, 120' n`, /TYP. WALL FRAMING PLAN sCALE::YH = 1'v SHEATHING GRADE3/8"EZPANEL NAILED W/8d NAILS Q 3" O.C. TOP & BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 6"O.C. #4 Bar 3" FROM TOP & BO"rrc-i NOTE: CST INTERMEDIATE SUPPORTS, (FOR SHEARWALL VALUE) EZ PANEL USED FOk UPLIFT " 2 X 4 SPF STUD Q 24" O.C. 4"CONCRETE & SHEAR CLIPS N REQ. EXCEPTQOPENI GS 1/2" WEDGE ANCHORBOLT 30'O.C.8-1/2'LONG (...or other approved fastener...) 8X0 10/10 WIRE MESH OR FIBERMESH 2 X 4 SPF BOTTOM PLATE 2 X 4 P.T. SILL PLATE 4" COMPACTED SAND OR GRAVEL 2" NAILS EVERY 3" ANGLED INTO FLOOR SEE NOTE4 FRAME, 1/2' FROM EDGE - - - - d- - - -- 6" To Sheathing 'eti• . \ °v 12" Minimium TYPICAL MONOLITHIC SLAB ., SECTION ALL AROUND *** (1) Anchor Minimum On xX* SEE NOTE 1 12" Each Side Of Door Opening y MONOLITHIC CONCRETE SLAB DETAIL SCALE: V = 1'.v NOTE: 1. WHEN FLOOR FRAMING IS USED. THIS MONOLITHIC SLAB IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BY APPLICABLE LOCAL CODES, MATERIAL TO BE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN. REBAR LAP = 20". 4, THIS MONOLITHIC SLAB IS DESIGNED FOR THE MARCO WOOD PRODUCTS, INC 10' WIDE GABLE ANY DEVATION AND MODIFICATION IS STRICTLY PROHIBITED. SECURE RAFTERS TO TOP PLATE W/SIMPSONS H2.5 W/10.ed NAILS OR EaUIV. FOR 415# _ UPLIF r OR SIMPSON 1-11 W10.6d NAILS FOR,IW# UPLIFT ONE ON EACH SIDE OF RAFTERS WALL SECTION � 1 SCALE: uz = nv FIBERGLASS SHINGLES SECURED -TO ROOF DECKING W/1 1/4"HOOF NAILS --- 1-LAYER 15# FELT _ 7116" 036 ROOF DECKING SEE ROOF FRAMING DETAIL 2 x 4 SPF RAFTER IX4 FASCIA BOARD SECURE TRIM W/2.8d �- NAt S o EACH-AtT61', 2 x 6 SPF DOUBLER �- 2 x 4 SPF TOP PLATE SHEATHING GRADE 3/8" EZ PANEL ,BOARD NAILED V//8d NAILS C0 7" U.U. TOP & Bo rroM EDGE (rOP •?, 90rrOM OF /- OPENINGS) & fi' D.C. Q) INIERMEUAFE SUPPORTS. FOR WALL WI f H DOOR NAIL 2' o.c. PLYWOOD USED FOR UPUFr & SHEAR CLIPS NOT REQ. EXCEPT Q OPENINGS �-- 2x4SPF SIFUD24"O.C.TYP. �-- 2x4SPF BoFrom PLAfE A 6" 24" \` 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 1-1/2" NAILS RAFTER SECTION sane: I' - 1•{1' WALL CONSTRUCTION NOTES: 1. PLYWOOD PANELS SHALL BE INSTALLED W/ FACE GRAIN PARALLEL TO STUDS. 2. ALL HORZ. JOINTS SHALL OCCUR OVER FRAMING. FLATWISE BLOCKING SHALL I _ 3/8 BE USED AT ALL HORZ. PANEL. JOINTS. ol 3. PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP PLATES. LOWEST PLATE SHALL BE Q- ATTACHED TO FOUNDATION (OR BOND - L_ BEAM) W/ NAILS OR CONNECTORS OF 0 0 0 SUFFICIENT CAPACITY TO RESISTTHE UPLIFT" DEVELOPED IN THE PLYWOOD SHEATHED WALLS. 3/4 SINGLE NAIL EDGE SPACING 4. WHERE WINDOWS &DOORS IN'rERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. 6" ryp. 1 T- 3"lyp. WALL PANEL TYP. NAIL PATTERN C -_ 3" Typ, a 6., TYP• NOTES: 1. THESE STRUCTURAL DRAWINGS SHALL Be USED FOR THE CONSTRUCTION OF THE SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY, NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. 3. MATERIALS ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF APA SPECIFICATIONS. ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET THE APPLICABLE CODES. ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES 031.13 DECKING: ORIENTED STAND BOARD AS MANUFACTURED BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR. 4. 'THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION ROOF PANEL TYP. NAIL PATTERN 1 NOTE: I. PHIS WALL PLAN IS GOOD FOH THEIV WIDE CABLE ONLY. ALL MATERIALANU LABOR SFVILL MEET OR EXCEED APPLICABLE LOCAL CODES. SECURE ROOF DECKING W/8d COMMON OR 8d HOT DIPPED NAILS C1 0" U.U. Q EOG•ES & 6" U.C. 0 INTERMEDIATE SUPPURTS & 4" O.C. Q GABLE END WALLS 2x4SPFI Um 2. 0 SPF UwUa 2I K 24" O.C. t x 4 PINE Coamlro I Typ. I I I II 3/U' WB ar EZ PANEIIa :A T--- 2x4BPF P;dWr I GLUED&NAILED IT H (12) I.1/2' NAW OR LADLE TRUSSES 24" 124' W LL W Q Z) 0 EDGE ON JOIST OUTSIDE PERIMETER FLOOR PANEL TYP. NAIL PATTERN i�-21V-t ---- 72" SECURE RAFTERS TO TOP PLATE W/SIMPSONS H2.5 W/10-4d 1.112'NAILS OR EQUIV. FOR 415# UPUFT OR SIMPSON HI WIO.4d 1-1121NAILS FOR 490# UPUFT ONE ON EACH SIDE OF RAFTERS 1 13" 120' `n RAFTER SECTION 6CALE::4U - IU IX4 COLLAR TIE SECURE COLLAR TIES TO RAFTERS W/4-tOd NAILS (2 NAILS EACH RAFTER) NOTES: 1. Approved Shingles installed per manufactures instructions, 6 nails per shingle 2. Dripedge must overlap 2" and nailed every 12" max. 3. H clips are used between every rafter between the upper and lower roof panels # qV ,) A ';S1) REVIEWED NOTE SHEATHING GRADE 3/8"EZPMJEL �_'AT 0 : FSANFORD NAILED W/Od NAILS Q 3" U.C. TOP & BID TOM EZ PANEL USED FOR U Fr a SHEAR CLIPS NOT H o. EDGE (TUP & BOTTOM OF OPENINGS) & 6-U.C. #4 Bar 3" FROM TOP & DOrrOM V EXCEPT Q OPENINQ IN rERMEOIATE SUPPORTS. (FOR SHEARWALL VALUE) 2x4P.T.JUISTSQlBSUER• 2X45PFSTUD Q24"U.C. DESIGN CRITERIA: 2 X 4 SPF BUr TOM PLATE 4" CONCRE rE 6X6 ID/10 WIRE MESA Design Code: FBC 2001 OR FIBERPAESH 314" THROUGH BOLT "OR" LAG SCREW % Wind Speed: 130 mph 4"COMPACiED SIMPSON #HD5ACONNECTOR Exposure: Exp.B SAND OH GRAVEL SEE NOTE 4 5!0"or3/4" WEDGE ANCFIUFiBOLT 72'U.GJI-1pCL0NC Wind Importance Factor: (..Ear other approved Fastener...) 0.77 - - - . 6" To Sheati )ing Internal Pressure Coefficient: 0.55 p..�,--� Comp. & Cladding Design Pressure: 30 PSF 1112" Minimium MATERIALS: FYPICALMONOLITHICSLAB Roof Sheathin SECTIONALLAROUND k** (1) Anchor Minimum On **k g• 7/1 611 Rated 24/0 SEE NOTE 1 121' Each Side Of Door Opening Wall Sheathing: 3/8" Siding Rated 24/0 On Gable Side of Building rut WOOD FLOOR ON CONCRETE SLAB DETAIL_ 1 SCALE: P = ry NOTES: 1. ALL MATERIALS AND LABOR SHALL MEET OR �etk EXCEED APPLICABLE LOCAL CODES. - 2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BY APPLICABLE LOCAL CODES, MATERIAL TO BE V 3000 PSI CONCRETE, A615 GRADE 60 REBAR, A36 A.B., MIN. REBAR LAP = 20". 3. THIS MONOLITHIC SLAB IS DESIGNED FORTHE MARCO WOOD PRODUCTS, INC 10' WIDE GABLE. ANY DEVATION AND MODIFICATION IS STRICTLY PROHIBITED, APT': 16 200�5 P ROOf_ FRAMING PLAN SCALE::Vv - 1W a Richard Kozlowicz, P.E. TO WHOM IT MY CONCERN: THIS STRUCTURE IS I OI II O WIDE 7162 GLENBURINIELANE DESIGNED IN CONFORMANCE CLAHKSTON, MI -40346 WITH SECTION 1606 OF THE WOAD PRODUCTS GABLE (248) 625.a 2 2001 FLORIDA BUILDING CODE STYLE (248) 620-4515 FAX FOR WIND LOADS. ANY DEVIATION FROM "THESE ({p 'r.,; - F'q g �i i,<'fppt � w 5 �'"'° SIZE noonLaS 6,1000E 11MiluNod cr,r, ar. Scott L�rtaM;Iu, FLORIDA REG. # 31659 PLANS REQUIRES APPROVAL PRO UtTS 1r' IM "`"q: D W.011, M1 40001-41D1 April 12.2005 EDISaY. CM Heck OF THE ENGINEER. SCue s Noted (eoo) 43Y•onli SHEET 1 of 1 D5pth-DiM511A�' ,\ 6'-0" Base 10'-0" Base 12'•U" 14'-0" Gable Style 11, 10,4, Wide by: OI Sitte'Nails ONL