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HomeMy WebLinkAbout2018 Chase Ave (2)Permit # Job Address:_�Q� Description of lyVork: Historic District: Zoning: CI'T'Y OF SANFORD PEWNIrr APPLICATION Date- r�rw Value of Work: S Z�3 ?_003 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. NO'T'ICE: 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 requirerrnnts 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/Agept' Na le (Initial & Date) DEBBIE 13LANITON j )1 MY OOMMISSION )b DD 188491 4 } 11FLi1<113: February 25, 2007 �genbisn� YersanalJy;ICnosvrt.tra�ta tj Utilities: FD: J (Initial & Date) (initial & Date) 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 Calc, 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 /P: wcl' � Zn`Y (.. g sg t'�' Ste` -y, li_' �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. NO'T'ICE: 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 requirerrnnts 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/Agept' Na le (Initial & Date) DEBBIE 13LANITON j )1 MY OOMMISSION )b DD 188491 4 } 11FLi1<113: February 25, 2007 �genbisn� YersanalJy;ICnosvrt.tra�ta tj Utilities: FD: J (Initial & Date) (initial & Date) 2 X 4 SPF Gable 0-h-tr 4/4 x 3-1/2' Gable Trim 4/4 x 3 -UL' HorizontA Gaxu Trim ,- 4/4 X 3-1/2' 0v 03 nim 3/4" N. Groove End Ccpe 4/4 X 3-II2' 1l.dzpn:a I>- P:d 4/4 x 34/2' vm ti .J Cuur Trim 3/ r d41,k U'.,o. Udine 4/4X3-I/'Z'C,o :i, k. 4/4 x 3-1/2' VorticW UW 8ryto .1/4 x 3-1/2' Cwr Lim A) GABLE ELEVATION w/ TRIM OPTION #1 -- SCALE IM, -P4 I- T 24" 48" A � 4I 12" Max. To First Helix hrchor Scrr vved Into Floor Joist %B� GABLE ELEVATION w/ TRIM OPTION #2 SCALE: 1/4' - IV -- 120" - NAILED W/Od NAILS 0 3" O.C. ON ALL SEAMS & TOP BOTIOM 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 FISERG LASS SHINGLES SECURE OHINGLESTO ROOF DECKING w/ (S) 1.1/4"GALV. ROOFING NAlts Upper 11001 P."A 4/4x3-I/4"Guble'Gim - - - Lo•wor Rpof Pmol =�' Gap Typ.- -' TyP•_" -. -.- - - - - - - 1042, 4/4x3-I/2'F.dc - - - -- .- _.-.- .-.- 4/4 x 3.114' Canar Thin Door 11-4. 71 �' s/U'thlck Wu.o. 6k4nU 4�I ' A © EAVE ELEVATION w/o DOOR 1 SLUE: 1/4' - 1'-0' A ro-�GABLE ELEVATION with DOOR OFFSET Cir EAVE ELEVATION with DOOR CENTERED rF EAVE ELEVATION with DOOR OFFSET SCALE: 1/4'=1W SCALE: 1/4•=1�G 1 SCALE! 114-1W 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. 10' 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 NAIL FLOOR JOIST TO RUNNERS W/2 -12d NAILS Q EACH JOIST/RUNNER INTERSECTION 5/8" OSB OR CDX 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 @ PANEL JOINTS, SECURE BLOCKING W/2 -led NAILS 518" 0,111 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. sl EDGES & 12'O.C. NOTE: a, INTERME01ATE SUPPORTS Z PANEL USED FOR UPLIFT &SHEAR CLIPS NOT REQ. EXCEPT Q OPENINGS 2 x 4 P. T. JOIST L) 16"OA. SECURE JOIST TO SONO BOARD W/2 -16d NAILS G: EACHJOiSr •4 X 4 P.I. RUNNERS FOE NAI_ FLOOR JOIST TO FIUNNEFIS W/2 -12d -� NAILS C) EACH JOISU RUNNER INTERSECTION PRE:ISUFIE T1IEAFEU`/JOOUSHIM;; FOR LEVELING WHENNECESSAHY 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) 2X4SPF SrUD924"O.C. 2 X 4 SPF BOTTOM PLATE 2" NAILS EVERY 3.' ANGLED INTO FLOOR FRAME, 1/2' FROM EDGE i1/2" X 2.1/2" LAG SCREW INTO FLOOR JOTS f ,)PI/ 2"X2"X118" FENDER WASHER 2 x4 P. r. BOND BOARD SINGLE HEUXANCHOR EL M f E-30 AS MFD. IBY TIEDOWN ENGINEER. ATLANTA, GA VIA fHIN24" F/ -OF CORNERS &72'+/-O.C.MAX OR AS REQUIRED BY LOCAL CODE 30 DEOHEES TO VERTICAL IN rHIS PLANE (TYP) r) 72" O.C. (rYP) ;) EACH SKID s1 WOOD FLOOR FOOTING DETAIL NOTES: eGILEV 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/U' OSB or EZ PANELGusret GLUED & NAILED WITH (12) 2' NAI LS 93'O.C. 2 x 4 SPF Gaul. Ccnrtuctcr 2 x 4 SPF Dooblu 2 x 4 SPF "rpp Plato 2 x 4 SPF Rz:1t.r 2 X S SPF D-1LTu 2X 4 SPF Syd 2 x4 SPF U.t.cm Flat. 2 STUDS TYP. Q CORNERS EACH WAY n GABLE FRAMING with DOOR CENTERED SCALE: 114'- 1W 1 X4 PINE- Collor ria 3/S' OSB or EZ PANELS, GLUED & NALED WIP (12) 1.1/L-N,-ILu 2x'r SPFHc V 2. 6SPF"Ltu 2.4 SPF Top Hato 2x4SFFSLd 2 x 4 SNF Bottnm H.W ANCHORS (30' O.C. AS REQD ANCHORS 72' O.C. 1 Simpson SP4 d I d 1.1%2' Ga v. Joist Nails Or Equiv. For Up To 735# UpliflJ=]�4 n H2.5 Simpson H2' o FI2 Hatter to Stud vil I) 4d 1-1/2" Gulv. Joist Nails 1- 24 -} 102' 714' ��EAVE FRAMING w/o DOOR SCALE: 1/4- rW1 6/8" x 3'x 72' HEAOEF? APPLIED TO IMIDE 6'x 24" WW OSB or EZ PANELGUSSET OF BUILDING CONNECTING TOP MID f YP, BOFH SIDES ti SHOWN BOTTOM PLATE ABOVE UOOR OPENING WHEN UOOR IS INSTALLED ON EAVE SIDE / Door an eave Wall H2.5 vall be used above the door W/ (9) 4d Galy. I-VeJoisl Nails H2 5 1 120'-4 A A C� GABLE FRAMING with DOOR U FSET 11 K EAVE FRAMING with DOOR CENTERED L EAVE FRAMING with DOOR OFFSET 1 SCAT 1/4'. 1-V SCALE: 114' - I'.(1 SCALE: 114' .. IW 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 SUPPPORTS 1x4 COLLAR FIE LINE OF OVERHANG FROM 2 x 6 UODULER I SECURE COLLAR TIES ---� 20j" f0 RAFTERS W/4-10) 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/lod NAILS / 1 C"J 4" O.C. Q EDGES 12-O.C. I I Q INTERMEDIATE SUPPORTS I r I \�- SEE WALL DETAIL 4" D.C. Typ. 24" 12" * - 16' ��c 64" r -�- 16' 82, 31' 1I 2, 120' n`, /TYP. WALL FRAMING PLAN sCALE::YH = 1'v 2x4SPFI U. I. PHIS WALL PLAN IS GOOD roll THEIV WIDE CABLE NOTES: SHEATHING GRADE3/8"EZPANEL 1. THESE STRUCTURAL DRAWINGS SHALL Be USED FOR THE CONSTRUCTION OF THE Simpson LSTA9 Stud to Top Plate With (8) 4d Galv. 1-1/2' Joist Notes 0 it I GLUED & NAILED WITH C10" U.U. Q EOG•ES & 6" U.C. NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM (12) 1-1/2" NAILS 1 X4 PINE- Collor ria 3/S' OSB or EZ PANELS, GLUED & NALED WIP (12) 1.1/L-N,-ILu 2x'r SPFHc V 2. 6SPF"Ltu 2.4 SPF Top Hato 2x4SFFSLd 2 x 4 SNF Bottnm H.W ANCHORS (30' O.C. AS REQD ANCHORS 72' O.C. 1 Simpson SP4 d I d 1.1%2' Ga v. Joist Nails Or Equiv. For Up To 735# UpliflJ=]�4 n H2.5 Simpson H2' o FI2 Hatter to Stud vil I) 4d 1-1/2" Gulv. Joist Nails 1- 24 -} 102' 714' ��EAVE FRAMING w/o DOOR SCALE: 1/4- rW1 6/8" x 3'x 72' HEAOEF? APPLIED TO IMIDE 6'x 24" WW OSB or EZ PANELGUSSET OF BUILDING CONNECTING TOP MID f YP, BOFH SIDES ti SHOWN BOTTOM PLATE ABOVE UOOR OPENING WHEN UOOR IS INSTALLED ON EAVE SIDE / Door an eave Wall H2.5 vall be used above the door W/ (9) 4d Galy. I-VeJoisl Nails H2 5 1 120'-4 A A C� GABLE FRAMING with DOOR U FSET 11 K EAVE FRAMING with DOOR CENTERED L EAVE FRAMING with DOOR OFFSET 1 SCAT 1/4'. 1-V SCALE: 114' - I'.(1 SCALE: 114' .. IW 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 SUPPPORTS 1x4 COLLAR FIE LINE OF OVERHANG FROM 2 x 6 UODULER I SECURE COLLAR TIES ---� 20j" f0 RAFTERS W/4-10) 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/lod NAILS / 1 C"J 4" O.C. Q EDGES 12-O.C. I I Q INTERMEDIATE SUPPORTS I r I \�- SEE WALL DETAIL 4" D.C. Typ. 24" 12" * - 16' ��c 64" r -�- 16' 82, 31' 1I 2, 120' n`, /TYP. WALL FRAMING PLAN sCALE::YH = 1'v 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 Ht W10.6d P1NLS FOR 49'0# UPLIFT ONE ON EACH SIDE OF RAFTERS WALL SECTION � I sc•Att: 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 �- NAR S 0 EACH-AtT6i, 2 x 6 SPF DOUBLER �- 2 x 4 SPF TOP PLATE SHEATHING GRADE 3/8" EZ PANEL BOARD NAILED V//8d NAILS C,J 7" U.U. TOP & Bo rroM EDGE (rOP.?, 9OFrOM OF /- OPENINGS) & V 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 STUD 24"O.C.TYP. /-- 2x4SPF BoFrom PLA fE A 6" 24" 2x4SPFI U. I. PHIS WALL PLAN IS GOOD roll THEIV WIDE CABLE NOTES: SHEATHING GRADE3/8"EZPANEL 1. THESE STRUCTURAL DRAWINGS SHALL Be USED FOR THE CONSTRUCTION OF THE 3/8" OSB or EZ PANEL Gusset NAILED W/8d NAILS Q 3" O.C. TOP & BOTTOM GLUED & NAILED WITH C10" U.U. Q EOG•ES & 6" U.C. NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM (12) 1-1/2" NAILS EDGE (TOP & BOTTOM OF OPENINGS) & 6"O.C. #4 Bar 3" FROM TOP & BO"rrc-i NOTE: 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. CST INTERMEDIATE SUPPORTS, (FOR SHEARWALL VALUE) EZ PANEL USED FOk UPLIFT " 3. MATERIALS WALL CONSTRUCTION NOTES: 2 X 4 SPF STUD Q 24" O.C. 4"CONCRETE & SHEAR CLIPS N REQ. ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. 1. PLYWOOD PANELS SHALL BE INSTALLED EXCEPTQOPENI GS W/ FACE GRAIN PARALLEL TO STUDS. 1/2" WEDGE ANCHOR BOLT 30'O.C.8-1/2'LONG ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET (...or other approved fastener...) 8X0 10/10 WIRE MESH I THE APPLICABLE CODES. FRAMING. FLATWISE BLOCKING SHALL OR FIBERMESH ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES BE USED AT ALL HORZ. PANEL. JOINTS. 2 X 4 SPF BOTTOM PLATE 031.13 DECKING: ORIENTED STAND BOARD AS MANUFACTURED ol 2 X 4 P.T. SILL PLATE 4" COMPACTED SAND OR GRAVEL 4. 'THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION 2" NAILS EVERY 3" ANGLED INTO FLOOR SEE NUTE4 L \ LOWEST PLATE SHALL BE FRAME, 1/2' FROM EDGE Q - - - - d- - - -- ATTACHED TO FOUNDATION (OR BOND - 6" To Sheathing -- BEAM) W/ NAILS OR CONNECTORS OF 0 0 0 SUFFICIENT CAPACITY TO RESISTTHE UPLIFT" DEVELOPED IN THE PLYWOOD 'eti• . \ SHEATHED WALLS. 3/4 171-P-1 , 12" Minimium PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO 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 Ht W10.6d P1NLS FOR 49'0# UPLIFT ONE ON EACH SIDE OF RAFTERS WALL SECTION � I sc•Att: 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 �- NAR S 0 EACH-AtT6i, 2 x 6 SPF DOUBLER �- 2 x 4 SPF TOP PLATE SHEATHING GRADE 3/8" EZ PANEL BOARD NAILED V//8d NAILS C,J 7" U.U. TOP & Bo rroM EDGE (rOP.?, 9OFrOM OF /- OPENINGS) & V 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 STUD 24"O.C.TYP. /-- 2x4SPF BoFrom PLA fE A 6" 24" 2x4SPFI U. I. PHIS WALL PLAN IS GOOD roll THEIV WIDE CABLE NOTES: ONLY. ALL MATERIALANU LABOR SFVILL 1. THESE STRUCTURAL DRAWINGS SHALL Be USED FOR THE CONSTRUCTION OF THE 3/8" OSB or EZ PANEL Gusset SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY, GLUED & NAILED WITH C10" U.U. Q EOG•ES & 6" U.C. NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM (12) 1-1/2" NAILS THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER rn RAFTER SECTION 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. sane: I' - 1•{1' 3. MATERIALS WALL CONSTRUCTION NOTES: ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. 1. PLYWOOD PANELS SHALL BE INSTALLED ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF W/ FACE GRAIN PARALLEL TO STUDS. APA SPECIFICATIONS. ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET 2. ALL HORZ. JOINTS SHALL OCCUR OVER I THE APPLICABLE CODES. FRAMING. FLATWISE BLOCKING SHALL ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES BE USED AT ALL HORZ. PANEL. JOINTS. 031.13 DECKING: ORIENTED STAND BOARD AS MANUFACTURED ol BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR. 3. PANELS SHALL BE ATTACHED TO BOTTOM 4. 'THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION 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'TERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. 6" ryp . V 1 T- 3"lyp. WALL PANEL TYP. W t NAIL PATTERN U 3" Typ• a 6., TYP• ROOF PANEL TYP. NAIL PATTERN 1 NOTE: 2x4SPFI U. I. PHIS WALL PLAN IS GOOD roll THEIV WIDE CABLE 24" ONLY. ALL MATERIALANU LABOR SFVILL MEET OR EXCEED APPLICABLE LOCAL CODES. SECURE ROOF DECKING W/8d COMMON OR 8d HOF DIPPED NAILS C10" U.U. Q EOG•ES & 6" U.C. I I II 3/U'WB.r EZ PANEII uc:ut T--- 2x4SPF P;dWr I GLUEU&NAILED ITH (12) I.1/2' NAW 0 INTERMEDIATE SUPPURTS & 4" O.C. Q GABLE END WALLS P ROOF_ FRAMING PLAN SCALE: :Vv - 1'.V a LU LU EDGE ON JOIST OUTSIDE PERIMETER FLOOR PANEL TYP. NAIL PATTERN 124' - --r 4^ 72" SECURE RAFTERS TO TOP PLATE W/SIMPSONS H2.5 W/10 -4d 1.112'NAILS OR EQUIV. FOR 415# UPUFT OR SIMPSON HI WIG -4d 1-1P2"NAILS FOR 490# UPUFT ONE ON EACH SIDE OF RAFTERS 1 13" 120' `n RAFTER SECTION SCALE:' VV - IU IX4 COLLAR TIE SECURE COLLAR TIES TO RAFTERS W/4-t6d 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 �7 A ';S1) REVIEWED NOTE SHEATHING GRADE 3/8"EZPMJEL �_'AT 0 : FSANFORD NAILED W/Od NAILS Q 3" U.C. TOP & BU f TOM EZ PANEL USED FOR U Fr u SHEAR CLIPS NOT H G. EDGE (TDP & BUrfUM OF OPENINGS) & 0"UEC. #4 Bar 3" FROM TOP& DorrOMeEXCEPfQOPENIN'QINfERMEOIATESUPPORTS.(FOR SHEARWALL VALUE) 2x4P.T.JUISTSQIO"TEC 2X45PFSTUD Q24"U.C. DESIGN CRITERIA: 2 X 4 SPF BOr TOM PLATE 4" CONCRE f E 6X6IQ/ 10WREMESH Design Code: FBC 2001 OR FIBERMESH I/4" THROUGH BOLT "OR" LAG SCREW % Wind Speed: 130 mph 4"COMPACiED SIMPSUN /fHUSACONNECrOR Exposure: Exp.B SAND OR GRAVEL SEE NOTE 4 5/8"ora/4" WEDGE ANCHOR BOLT 72'O.C.B-1pZLONO Wind Importance Factor: (..Ear other approved Fastener...) 0.77 - - - . Internal Pressure Coefficient: 0.55 6" To Sheati )ing Comp. & Cladding Design Pressure: 30 PSF 111211 Minimium MATERIALS: fYSECTION C TIONAULirHIC AROUNIlE3 Roof Sheathing: SECTIONALLAROUND (1) Anchor Minimum On **k g" 7/1611 Rated 24/0 SEE PJUfE 1 12" 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 = VU 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 Richard Kozlowicz, P.E. TO WH(JM fr MYCONCERN: m j I II WI4/(� THIS STRUCTURE IS I O -o E 3. THIS MONOLITHIC SLAB IS DESIGNED FORTHE 7162 GLENBURINIELANE DESIGNED IN CONFORMANCE I MARCO WOOD PRODUCTS, INC 10' WIDE GABLE. -- CLARKSTON, MI -403413- WITH SECTION 1606 OF THE *MVVOQD PRODUCTS GABLE STYLE (248) 625.3'92 2001 FLORIDA BUILDING CODE ANY DEVATION AND MODIFICATION FOR WIND LOADS. ANY (246) 620-4515 FAX ({p 'f.,; _ srzE n00nra5 cr,r, ar.L�rtaM;Iu, IS STRICTLY PROHIBITED, DEVIATION FROM "THESE F'q �i i,<'fpt jgp 5 6,1WE 11 h111oPo,d ScottBroitteld FLORIDA REG. 7131659 PLANS REQUIRES APPROVAL P D g try I"'*� �'"' ""3: D WWfw, MI 40071-4101 EDISaY. Cory Heck April 12.2005 OF THE ENGINEER. scuE ; Noted (eoo) 437.0701 SHEET 1 of 1 APfI fl 2flfl� D fth Dint=uA\--� s' o"Base i o -o' ease 12.0" i a' -o" / i s' -o" • 2x4SPFI U. iFlUooES 24" 1 2. 0 SPF UwUur 2I 24" O.C. 1 x4 FINE Coll. To I Typ. I I I II 3/U'WB.r EZ PANEII uc:ut T--- 2x4SPF P;dWr I GLUEU&NAILED ITH (12) I.1/2' NAW P ROOF_ FRAMING PLAN SCALE: :Vv - 1'.V a LU LU EDGE ON JOIST OUTSIDE PERIMETER FLOOR PANEL TYP. NAIL PATTERN 124' - --r 4^ 72" SECURE RAFTERS TO TOP PLATE W/SIMPSONS H2.5 W/10 -4d 1.112'NAILS OR EQUIV. FOR 415# UPUFT OR SIMPSON HI WIG -4d 1-1P2"NAILS FOR 490# UPUFT ONE ON EACH SIDE OF RAFTERS 1 13" 120' `n RAFTER SECTION SCALE:' VV - IU IX4 COLLAR TIE SECURE COLLAR TIES TO RAFTERS W/4-t6d 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 �7 A ';S1) REVIEWED NOTE SHEATHING GRADE 3/8"EZPMJEL �_'AT 0 : FSANFORD NAILED W/Od NAILS Q 3" U.C. TOP & BU f TOM EZ PANEL USED FOR U Fr u SHEAR CLIPS NOT H G. EDGE (TDP & BUrfUM OF OPENINGS) & 0"UEC. #4 Bar 3" FROM TOP& DorrOMeEXCEPfQOPENIN'QINfERMEOIATESUPPORTS.(FOR SHEARWALL VALUE) 2x4P.T.JUISTSQIO"TEC 2X45PFSTUD Q24"U.C. DESIGN CRITERIA: 2 X 4 SPF BOr TOM PLATE 4" CONCRE f E 6X6IQ/ 10WREMESH Design Code: FBC 2001 OR FIBERMESH I/4" THROUGH BOLT "OR" LAG SCREW % Wind Speed: 130 mph 4"COMPACiED SIMPSUN /fHUSACONNECrOR Exposure: Exp.B SAND OR GRAVEL SEE NOTE 4 5/8"ora/4" WEDGE ANCHOR BOLT 72'O.C.B-1pZLONO Wind Importance Factor: (..Ear other approved Fastener...) 0.77 - - - . Internal Pressure Coefficient: 0.55 6" To Sheati )ing Comp. & Cladding Design Pressure: 30 PSF 111211 Minimium MATERIALS: fYSECTION C TIONAULirHIC AROUNIlE3 Roof Sheathing: SECTIONALLAROUND (1) Anchor Minimum On **k g" 7/1611 Rated 24/0 SEE PJUfE 1 12" 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 = VU 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 Richard Kozlowicz, P.E. TO WH(JM fr MYCONCERN: m j I II WI4/(� THIS STRUCTURE IS I O -o E 3. THIS MONOLITHIC SLAB IS DESIGNED FORTHE 7162 GLENBURINIELANE DESIGNED IN CONFORMANCE I MARCO WOOD PRODUCTS, INC 10' WIDE GABLE. -- CLARKSTON, MI -403413- WITH SECTION 1606 OF THE *MVVOQD PRODUCTS GABLE STYLE (248) 625.3'92 2001 FLORIDA BUILDING CODE ANY DEVATION AND MODIFICATION FOR WIND LOADS. ANY (246) 620-4515 FAX ({p 'f.,; _ srzE n00nra5 cr,r, ar.L�rtaM;Iu, IS STRICTLY PROHIBITED, DEVIATION FROM "THESE F'q �i i,<'fpt jgp 5 6,1WE 11 h111oPo,d ScottBroitteld FLORIDA REG. 7131659 PLANS REQUIRES APPROVAL P D g try I"'*� �'"' ""3: D WWfw, MI 40071-4101 EDISaY. Cory Heck April 12.2005 OF THE ENGINEER. scuE ; Noted (eoo) 437.0701 SHEET 1 of 1 APfI fl 2flfl� D fth Dint=uA\--� s' o"Base i o -o' ease 12.0" i a' -o" / i s' -o" • OR LADLE iFlUooES 24" P ROOF_ FRAMING PLAN SCALE: :Vv - 1'.V a LU LU EDGE ON JOIST OUTSIDE PERIMETER FLOOR PANEL TYP. NAIL PATTERN 124' - --r 4^ 72" SECURE RAFTERS TO TOP PLATE W/SIMPSONS H2.5 W/10 -4d 1.112'NAILS OR EQUIV. FOR 415# UPUFT OR SIMPSON HI WIG -4d 1-1P2"NAILS FOR 490# UPUFT ONE ON EACH SIDE OF RAFTERS 1 13" 120' `n RAFTER SECTION SCALE:' VV - IU IX4 COLLAR TIE SECURE COLLAR TIES TO RAFTERS W/4-t6d 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 �7 A ';S1) REVIEWED NOTE SHEATHING GRADE 3/8"EZPMJEL �_'AT 0 : FSANFORD NAILED W/Od NAILS Q 3" U.C. TOP & BU f TOM EZ PANEL USED FOR U Fr u SHEAR CLIPS NOT H G. EDGE (TDP & BUrfUM OF OPENINGS) & 0"UEC. #4 Bar 3" FROM TOP& DorrOMeEXCEPfQOPENIN'QINfERMEOIATESUPPORTS.(FOR SHEARWALL VALUE) 2x4P.T.JUISTSQIO"TEC 2X45PFSTUD Q24"U.C. DESIGN CRITERIA: 2 X 4 SPF BOr TOM PLATE 4" CONCRE f E 6X6IQ/ 10WREMESH Design Code: FBC 2001 OR FIBERMESH I/4" THROUGH BOLT "OR" LAG SCREW % Wind Speed: 130 mph 4"COMPACiED SIMPSUN /fHUSACONNECrOR Exposure: Exp.B SAND OR GRAVEL SEE NOTE 4 5/8"ora/4" WEDGE ANCHOR BOLT 72'O.C.B-1pZLONO Wind Importance Factor: (..Ear other approved Fastener...) 0.77 - - - . Internal Pressure Coefficient: 0.55 6" To Sheati )ing Comp. & Cladding Design Pressure: 30 PSF 111211 Minimium MATERIALS: fYSECTION C TIONAULirHIC AROUNIlE3 Roof Sheathing: SECTIONALLAROUND (1) Anchor Minimum On **k g" 7/1611 Rated 24/0 SEE PJUfE 1 12" 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 = VU 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 Richard Kozlowicz, P.E. TO WH(JM fr MYCONCERN: m j I II WI4/(� THIS STRUCTURE IS I O -o E 3. THIS MONOLITHIC SLAB IS DESIGNED FORTHE 7162 GLENBURINIELANE DESIGNED IN CONFORMANCE I MARCO WOOD PRODUCTS, INC 10' WIDE GABLE. -- CLARKSTON, MI -403413- WITH SECTION 1606 OF THE *MVVOQD PRODUCTS GABLE STYLE (248) 625.3'92 2001 FLORIDA BUILDING CODE ANY DEVATION AND MODIFICATION FOR WIND LOADS. ANY (246) 620-4515 FAX ({p 'f.,; _ srzE n00nra5 cr,r, ar.L�rtaM;Iu, IS STRICTLY PROHIBITED, DEVIATION FROM "THESE F'q �i i,<'fpt jgp 5 6,1WE 11 h111oPo,d ScottBroitteld FLORIDA REG. 7131659 PLANS REQUIRES APPROVAL P D g try I"'*� �'"' ""3: D WWfw, MI 40071-4101 EDISaY. Cory Heck April 12.2005 OF THE ENGINEER. scuE ; Noted (eoo) 437.0701 SHEET 1 of 1 APfI fl 2flfl� D fth Dint=uA\--� s' o"Base i o -o' ease 12.0" i a' -o" / i s' -o" •