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Home My WebLink About2832 Central Aver CITY OF SANFORD PERMIT APPLICATION � 13 1 � y `� Data (I AUG 2 3 Z�O� Permit # .lob Address: 'ZY 3 Description of Work: Historic District: Zoning: Value of Work: SC ol Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Y_ Non -Residential Replacement __ Ncw (Duct Layout Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential.- iesidentia ,-�� Commercial Industrial Total Square Footage: Construction Type: \ k 8f Stories It of Dwelling Units: -� " Flood Zone: (FEMA form required for other than X) / Parcel fi: 2d ��J'(`�t!:•C.�� _ QQ (Attach Proof of Ownership & Legal Description) C7�`'�`� ' ' a Owners Name & Address: NtiU� -3z-7-)3 Phone: Ljz;7 n-7 Contractor Name & Address: UC0 1' 32z . Phone & Fax: O Bonding Company: Address: Mortgage Lender: . Address: Architect/Engincer: Address: Uu ?0 °" ZClM"3Io State License Number; �/�l� �✓� � 2I Contact Person: _r_ _•..- [Z 4 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, ctc. OWNFR'.S�FI�IDAVff: l certify that all of the foregoing information k accurate and that all work Neill be done in compliance with all applir.ablc laws reguluting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI E: 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 sister management dis 'cis state agencies, or federal agelicies. Acceptance of permit is verification that I will notify the owner of the property of the requird nett • of I(hr 'da ien� w, S 3. Signature of Owner/Agent Date I/Stonature of Contractor/Agent Date Print 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 :V "Zoning: (Initial & Date) Special Conditions: Agent's Name S4g`nat &ry-St "N att��Flo Date , � isla •,� � 1•ll�w W is MY COMMIS ION #0I) 205822 N xQ `EXP March 23, 2008 Contraclof Rgctii�� it+F�iI�tlQfriSVt!fi to Me or ProdCced ID Utilities' FD: (Initial & Date) (Initial & Date) (initial & Date) it I I I ,. t. ,eW .». ...www - -_.- _ -c"*••.. aGABLE ELEVATION w/ TRIM.OPTION #1 SCALE; 114' w IV J -•--�\\� 414 x 3.113' Cra:lwdcs -••� \ I - ------- i THAN 8' FLATWISE BLOCKING REQ'U Qu PANEL PLYWOOD USED FOR UPUFT SECURE RAFTERS TO JOINTS. SECURE BLOCKING W/2 -16d NAILS & SHEAR CLIPS NOT REQ. 5/8" OSB or COX THEArEO PLYWOOD rilk ) 48" 2 x 4 SPF TOP PLATE 2 x 4 SPF STUD 24" O.C. TYP, SECURE FLOOR DECKING EDGE (TOP & BOTfOM OF OPENINGS) & 6'O.C, K TO FLOOR J015 T A S - J 'SHEATHING GRADE 3/8" EZ PANEL NAILEDW/8dNAILS O.TT UNALLSENIN & TOP & 1 - @ EDGES & tz' O.C.O.C, I &3" '-' BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 6" O.C. OINTERMEDIATESUPPORTS 48,1 4"CONCRETE 9INTERMEDIATE SUPPORTS. (FOR SHEARWALLVALUE) EDGE (TOP e, BOTTOM OF EXC Pr of OPENINGS l 2 X 4 SPF STUD 0 24" O.C. v " Max. To Firs4 3/4" THROUGH BOLT "OR" LAG SCREW ielix Anchor 2 X 4 SPF BOTTOM PLATE Ed Into Floor JoM 2 x4 SPF Gahla Cl -h-9 4/4 x 3-I/2' ec}a'a Trim 4/4x3.1/2' +.,IzonUGable T,im 4/4 x 3112' Over Docr Trim 314" No Grcove End Caps 3.1 %, H ` Lj Do R41 A 1 -- •. .II LUII Ur Y /4x 31/2 VedlCat U -Tim 3/B'tllNk Boo. Siting -•--�\\� 414 x 3.113' Cra:lwdcs -••� \ '4x31/2'VorGcal Dour Style -1/4 - ------- 4/•1 x 3-1/2' Canty"idm 992: 3137 31 96° Q GABLE ELEVATION w/ TRIM OPTION #2 J - SCALE: 1/4' - I'U P.T. BOND BOARD (TYP),,, 48" 48" - - K. FLOOR FRAMING -( SCALE: C/v - VV P.T, JOISTS 0 16-o.c. (rYP),,, SECURE JOIST TO BOXSILL W/2 -16d NAILS 0 EACH JOIST 4X4 P. r. RUNNERS (TYP),.. TOE NAIL FLOOR JOIST TO RUNNERS W/2 -12d NAILS Q EACHJOIST/RUNNEH WTEHSECTION 5/8" OSB OR COX TREATED PLYWOOD SECURE FLOOR DECKING TO FLOOR JOIST W/8d NAILS «6" O.C. @ EDGES & 12'0.0, CW INTERMEDIATE SUPPORTS SEE FLOOR FOOTING DEATIL NAILED W/8d NAILS 9 3" O.C. ON ALL EEAMS & TOP & BOTTOM EDOE (TOP P BOTTOM OF OPENINGS) & 9' O.C, FOR WALL vr/ DOOR OR WINDOW ...NAIL 3" O.C. ON EDGES OF OPENING & INTERMEDIATE SUPPORTS Upper Root Patel •^-^-\ 414 x 3-1/4" GabloTrim Lower Roof Pxtol 414 x 3112' Fede 414x3-1/4"Comer Trim -� Uoor Handle 3!9'thick 9'o.c. Udng NOTE: FOR WALL WITH DOOR 1 FOR EXTERICH WALLS GREATER 6C'ALE: lie, I'll 1 THAN 8' FLATWISE BLOCKING REQ'U Qu PANEL PLYWOOD USED FOR UPUFT SECURE RAFTERS TO JOINTS. SECURE BLOCKING W/2 -16d NAILS & SHEAR CLIPS NOT REQ. 5/8" OSB or COX THEArEO PLYWOOD rilk sq! 992: 3137 31 96° Q GABLE ELEVATION w/ TRIM OPTION #2 J - SCALE: 1/4' - I'U P.T. BOND BOARD (TYP),,, 48" 48" - - K. FLOOR FRAMING -( SCALE: C/v - VV P.T, JOISTS 0 16-o.c. (rYP),,, SECURE JOIST TO BOXSILL W/2 -16d NAILS 0 EACH JOIST 4X4 P. r. RUNNERS (TYP),.. TOE NAIL FLOOR JOIST TO RUNNERS W/2 -12d NAILS Q EACHJOIST/RUNNEH WTEHSECTION 5/8" OSB OR COX TREATED PLYWOOD SECURE FLOOR DECKING TO FLOOR JOIST W/8d NAILS «6" O.C. @ EDGES & 12'0.0, CW INTERMEDIATE SUPPORTS SEE FLOOR FOOTING DEATIL NAILED W/8d NAILS 9 3" O.C. ON ALL EEAMS & TOP & BOTTOM EDOE (TOP P BOTTOM OF OPENINGS) & 9' O.C, FOR WALL vr/ DOOR OR WINDOW ...NAIL 3" O.C. ON EDGES OF OPENING & INTERMEDIATE SUPPORTS Upper Root Patel •^-^-\ 414 x 3-1/4" GabloTrim Lower Roof Pxtol 414 x 3112' Fede 414x3-1/4"Comer Trim -� Uoor Handle 3!9'thick 9'o.c. Udng FIUERGLASS 5HIfIQLES SECURE SHINGLESTO ROOF DECKINQ W/ (6) 1-I/4"QALV. ROOFINIs NAILS Gar Tyr. w 8 Gap Tyr 71 I� A n EAVE ELEVATION W/o DOOR J SCALE: 1/4'= I'l A E EAVE ELEVATION with DOOR OFFSET 1 SCNLE: 1/4' = 1'rj 316' OSB or EZ PANELGuNo QLUED & NAILED WITH (12) 2' NA0.S93'O,O, 2 x 4 aF,'F Qahlo connec'nr 2 x 4 SPF Dou61a 2 x 4 SPF Top Hots 2x40PFFWWr 2 X 6 SPF I)wb1vr 2x48PF Stud 2.x 4 SPF Bottom PI W 2 STUDS TYP. @ CORNERS EACH WAY 3/9' 098 or EZ PANELGo-zet GLUED & NAILED WITH (I 2) 1-I/2' NALL.S t 1X4PINE Cd!ar Tia \ 2X 4 SPF FWh9 2 x 8 SPF Doobler �`�`\\\ • ._��• 2-1 4 BPF Tap Halo 2x4/2xODOUBLf:Fi5 72" zx4ePPswd FT ATTACF TO TGF'PLATE H2.5 Slmpson H2" or H2.5 o H2 Ratter to Stud v+/ (10) 4d 1-1/2" Galy, Joist Nails 24°OC Tyr. 24 \1 AS REQO 11 HI I ArJCHORSTz'o.c, 96' n GABLE FRAMING with'DOOR CENTERED n EAVE FRAMING w/o DOOR SCALE: 1/4' - I' V 5B" x 3" x 72' HEADER APPLIED TO INSIDE 6"x 24" 3/8" OSB or EZ PANELGUSSET OF BUILDING CONNECTING TOP AND TYP. BOTH SIDES AS SHOWN BorTom PLATE ABOVE DOOR OPENING WHEN DOOR IS INSTALLED ON EAVE SIDE Door on eave wall ��. H2.5 will be used above the door w/ (9) 4d Galy, 1-1/2'Jolut Nally r: H2.5 Simpson SP4 wl &ld 1-1/2' Galy. Joist Nails - r Equiv. For Up To 735# Uplift Ot --_ A ----- A li EAVE FRAMING with DOOR CENTERED EAVE _FRAMING with DOOR OFFSET f SCALL: 1/4' _ 1`(r 1 J SLUE: 1l4• - ry (t) 3" (j. IN IE NOTE; 1. THIS WALL PLAN IS GOOD FOR THE V WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. d 1X4 LINE OF OVERHANG FROM 2x6 DOUBLER SEC f0 R NAIL 2oj9 j I� 5/8" OSB or COX TREATED PLYWOOD FLOOR DECKING AS BEG. ' I SECURE FLOOR DECKING TO FLOOR JOIST W110d NAILS Coil 4" O.C. g EDGES 12' O.C. I CoJ INTERMEDIATE SUPPORTS El I I , A i 24" o.c. TYP. � I I I I I 24" i \ / .TAIL SEE WALL DETAIL 922' 95' 4 TYP, WALL FRAMING PLAN SCALE: NIS - I'll P �I SHEATHING GRADE 3/8" E7 PANEL NAILED W/8d NAILS @ 3" O.C.Top & BorToM I. EDGE (TOP & BOTTOM OF OPENINGS) & U'O.C. #4 bar 3" FROM TOP & BOTTOM NOTE: ' �.y INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUL7 EZ PANEL USED FOR UP FT LII 2X45PFSTUD024"O.C. 4" CONC RETE &.SHEAR CLIPS NOT RE' .. - i - EXCEPT 69OPENINGS 1/2" WEDGE ANCHOR BOLT 30' O.C. 8.1/2' LONG (^ Qr other approved fastener-) ' 6X610/10 WITH MESH 1 OR FIBERMESH 2 X 4 SPF BOTTOM PLATE 2 X 4 P.T. SILL PLATE I r 4" COMPACTED 2" NAILS EVERY 3" SAND OR GRAVEL ANGLED INTO FLOOR SEE NOTE 4 FRAME, 1/2' FROM EDGE l - - 6" To Sheathing �. I[it - _. �PT 12" Minimium TYPICAL MONOLITHIC SLAB Q st,UHUNALLAROUND *** (1) Anchor Minimum On *** SEE NOTE 1 12" ____. Each Side Of Door Opening R- MONOLITHIC CONCRETE SLAB DETAIL 1 scALE: I, _ 1.l i NOTE: t 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 8' WIDE GABLE ANY DEVATION AND MODIFICATION IS STRICTLY PROHIBITED, 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 61, 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 1-1/2" NAILS T RAFTER SECTION 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 3/8„ BE USED AT ALL HORZ, PANEL JOINTS, 3. PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP. PLATES. LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION (OR BOND L - 0 0 0 BEAM) W/ NAILS OR CONNECTORS OF SUFFICIENT CAPACI-flY TO RESISTTHE UPLIFT DEVELOPED IN THE PLYWOOD 3/4" SHEATHED WALLS. SINGLE NAIL EDGE SPACING 4. WHERE WINDOWS & DOORS INTERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. Tyr. .F Tyr, WALL PANEL TYP. n NAIL PATTERN 1 NOTE: 1, THIS WALL PLAN IS GOOD FOR THE10' WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL )N UR 8d HOf UIPPEU NFlILS FIBERGLASS SHINGLES SECURED MEET OR EXCEED APPLICABLE LOCAL CODES, TO ROOF DECKING W/1 1/4" ROOF NAILS C. @ EUGEs & 6" O,C. RMEDIAfE SUPPOR rS 1 -LAYER 15# FELT 7/16" OSB ROOF DECKING COLLAR TIE SEE ROOF FRAMING DETAIL , URE COLLAR TIES AFTEFIS W/4 -16d 2 x 4 SPF RAFTER S (2 NAILS EACH FiAFTE.FI) --- 2x 95PF Douwer 1X4 FA VWQARD SECURE TRIM W(2 8d NOTE: FOR WALL WITH DOOR 1 FOR EXTERICH WALLS GREATER 6C'ALE: lie, I'll 1 THAN 8' FLATWISE BLOCKING REQ'U Qu PANEL PLYWOOD USED FOR UPUFT SECURE RAFTERS TO JOINTS. SECURE BLOCKING W/2 -16d NAILS & SHEAR CLIPS NOT REQ. 5/8" OSB or COX THEArEO PLYWOOD EACH END, PANEL JOINT IN CENTER 113 OF W L EXCEPT Q OPENINGS FLOOR DECK 2 x 4 SPF TOP PLATE 2 x 4 SPF STUD 24" O.C. TYP, SECURE FLOOR DECKING EDGE (TOP & BOTfOM OF OPENINGS) & 6'O.C, 2 x 4 SPF BOTTOM PLATE TO FLOOR J015 T SHEATHING GRADE 3/8" EZ PANEL W/8dNAILS 'SHEATHING GRADE 3/8" EZ PANEL NAILEDW/8dNAILS O.TT UNALLSENIN & TOP & 1 - @ EDGES & tz' O.C.O.C, NOf ` •- &3" '-' BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 6" O.C. OINTERMEDIATESUPPORTS EZ PANEL Usk FOR UPLIFT & SHEAFj(:LIPS NOHEQ, 4"CONCRETE 9INTERMEDIATE SUPPORTS. (FOR SHEARWALLVALUE) EDGE (TOP e, BOTTOM OF EXC Pr of OPENINGS 8X6 10/l O WINE MESH OR FIBERMESH 2 X 4 SPF STUD 0 24" O.C. 2 r. 4 P.T, JOIST @ w,o,C, 3/4" THROUGH BOLT "OR" LAG SCREW Q INTERMEDIATE SUPPORTS 2 X 4 SPF BOTTOM PLATE SECURE JOIST TO BOND BOARD 4"COMPACTED / W/2-1 Oct NAILS 0 EACH JOTS f SIMPSON #HD5ACONNECTOR VEL SASEE 2" NAILS EVERY T NOTE ANGLED IN TO FLOOR 5/8' or 3/4" WEDGE ANCHOR our 7Z'U.C. 6.1/2 LONG FRAME, 1/2' FROM EDGE (...or other approved fastener.,.) 112' X 2.1/2" LAG SCREW INTO FLOORJOISr 6" To Sheathing - b, _ W/ 2'X27(1/8" FENDER WASHER 4 X 4 P.T. RUNNERS - 2 x4 P. r. BOND BOARD TOE NAIL FLOOR JOIST to RUNNERS W/2 -12d--- - 30" SINGLE HEDXANCHUH NAILS @ EACH JOIS T/ 12 Minimium TYPICAL MONOLITHIC SLAB (� MODEL MTE-30 AS MI=D. RUNNER INTERSECTION SECTION ALLAROUND - *** (1) Anchor Minimum On *** BY TIEDOWN ENGINEER. ATLANTA, GA SEE NOTE 1 1211 �. Each Side Of Door Opening W1 FH IN 24"+/-OFCORNERS &72'+/-O,C.MAX PRESSURE TREATED WOOD SHIMS On Gable Side of Building )HAS REQUIRED BY LOCAL CODE FOR LEVELING WHEN NECESSARY - •' P' 71 30 DEGREES TO VERTICAL IN THIS PLANE (TYP) 4" X 8" X 16" SOLID CONC. BLOCK rr]r 72' O.C. (TYP)v0 EACH SKID I /� NOTES: WOOD FLOOR FOOTING DETAIL 1. WHEN MONOLITHIC SLAB IS USED, THIS 1 saLEn'-.no' 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 FORTHE MARCO WOOD PRODUCTS, INC. 8' WIDE GABLE ANY DEVIATION OR MODIFICATION IS STRICTLY PROHIBITED 5. IN THE EVENT OF A DIMENSIONAL OR MATERIAL DISCREPANCY, NOTIFY MARCO WOOD PRODUCTS, INC. FIUERGLASS 5HIfIQLES SECURE SHINGLESTO ROOF DECKINQ W/ (6) 1-I/4"QALV. ROOFINIs NAILS Gar Tyr. w 8 Gap Tyr 71 I� A n EAVE ELEVATION W/o DOOR J SCALE: 1/4'= I'l A E EAVE ELEVATION with DOOR OFFSET 1 SCNLE: 1/4' = 1'rj 316' OSB or EZ PANELGuNo QLUED & NAILED WITH (12) 2' NA0.S93'O,O, 2 x 4 aF,'F Qahlo connec'nr 2 x 4 SPF Dou61a 2 x 4 SPF Top Hots 2x40PFFWWr 2 X 6 SPF I)wb1vr 2x48PF Stud 2.x 4 SPF Bottom PI W 2 STUDS TYP. @ CORNERS EACH WAY 3/9' 098 or EZ PANELGo-zet GLUED & NAILED WITH (I 2) 1-I/2' NALL.S t 1X4PINE Cd!ar Tia \ 2X 4 SPF FWh9 2 x 8 SPF Doobler �`�`\\\ • ._��• 2-1 4 BPF Tap Halo 2x4/2xODOUBLf:Fi5 72" zx4ePPswd FT ATTACF TO TGF'PLATE H2.5 Slmpson H2" or H2.5 o H2 Ratter to Stud v+/ (10) 4d 1-1/2" Galy, Joist Nails 24°OC Tyr. 24 \1 AS REQO 11 HI I ArJCHORSTz'o.c, 96' n GABLE FRAMING with'DOOR CENTERED n EAVE FRAMING w/o DOOR SCALE: 1/4' - I' V 5B" x 3" x 72' HEADER APPLIED TO INSIDE 6"x 24" 3/8" OSB or EZ PANELGUSSET OF BUILDING CONNECTING TOP AND TYP. BOTH SIDES AS SHOWN BorTom PLATE ABOVE DOOR OPENING WHEN DOOR IS INSTALLED ON EAVE SIDE Door on eave wall ��. H2.5 will be used above the door w/ (9) 4d Galy, 1-1/2'Jolut Nally r: H2.5 Simpson SP4 wl &ld 1-1/2' Galy. Joist Nails - r Equiv. For Up To 735# Uplift Ot --_ A ----- A li EAVE FRAMING with DOOR CENTERED EAVE _FRAMING with DOOR OFFSET f SCALL: 1/4' _ 1`(r 1 J SLUE: 1l4• - ry (t) 3" (j. IN IE NOTE; 1. THIS WALL PLAN IS GOOD FOR THE V WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL MEET OR EXCEED APPLICABLE LOCAL CODES. d 1X4 LINE OF OVERHANG FROM 2x6 DOUBLER SEC f0 R NAIL 2oj9 j I� 5/8" OSB or COX TREATED PLYWOOD FLOOR DECKING AS BEG. ' I SECURE FLOOR DECKING TO FLOOR JOIST W110d NAILS Coil 4" O.C. g EDGES 12' O.C. I CoJ INTERMEDIATE SUPPORTS El I I , A i 24" o.c. TYP. � I I I I I 24" i \ / .TAIL SEE WALL DETAIL 922' 95' 4 TYP, WALL FRAMING PLAN SCALE: NIS - I'll P �I SHEATHING GRADE 3/8" E7 PANEL NAILED W/8d NAILS @ 3" O.C.Top & BorToM I. EDGE (TOP & BOTTOM OF OPENINGS) & U'O.C. #4 bar 3" FROM TOP & BOTTOM NOTE: ' �.y INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUL7 EZ PANEL USED FOR UP FT LII 2X45PFSTUD024"O.C. 4" CONC RETE &.SHEAR CLIPS NOT RE' .. - i - EXCEPT 69OPENINGS 1/2" WEDGE ANCHOR BOLT 30' O.C. 8.1/2' LONG (^ Qr other approved fastener-) ' 6X610/10 WITH MESH 1 OR FIBERMESH 2 X 4 SPF BOTTOM PLATE 2 X 4 P.T. SILL PLATE I r 4" COMPACTED 2" NAILS EVERY 3" SAND OR GRAVEL ANGLED INTO FLOOR SEE NOTE 4 FRAME, 1/2' FROM EDGE l - - 6" To Sheathing �. I[it - _. �PT 12" Minimium TYPICAL MONOLITHIC SLAB Q st,UHUNALLAROUND *** (1) Anchor Minimum On *** SEE NOTE 1 12" ____. Each Side Of Door Opening R- MONOLITHIC CONCRETE SLAB DETAIL 1 scALE: I, _ 1.l i NOTE: t 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 8' WIDE GABLE ANY DEVATION AND MODIFICATION IS STRICTLY PROHIBITED, 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 61, 3/8" OSB or EZ PANEL Gusset GLUED & NAILED WITH (12) 1-1/2" NAILS T RAFTER SECTION 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 3/8„ BE USED AT ALL HORZ, PANEL JOINTS, 3. PANELS SHALL BE ATTACHED TO BOTTOM PLATES & TOP. PLATES. LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION (OR BOND L - 0 0 0 BEAM) W/ NAILS OR CONNECTORS OF SUFFICIENT CAPACI-flY TO RESISTTHE UPLIFT DEVELOPED IN THE PLYWOOD 3/4" SHEATHED WALLS. SINGLE NAIL EDGE SPACING 4. WHERE WINDOWS & DOORS INTERUPT PLYWOOD SHEATHING, FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. Tyr. .F Tyr, WALL PANEL TYP. n NAIL PATTERN 1 NOTE: 1, THIS WALL PLAN IS GOOD FOR THE10' WIDE GABLE ONLY. ALL MATERIAL AND LABOR SHALL )N UR 8d HOf UIPPEU NFlILS FIBERGLASS SHINGLES SECURED MEET OR EXCEED APPLICABLE LOCAL CODES, TO ROOF DECKING W/1 1/4" ROOF NAILS C. @ EUGEs & 6" O,C. RMEDIAfE SUPPOR rS 1 -LAYER 15# FELT 7/16" OSB ROOF DECKING COLLAR TIE SEE ROOF FRAMING DETAIL , URE COLLAR TIES AFTEFIS W/4 -16d 2 x 4 SPF RAFTER S (2 NAILS EACH FiAFTE.FI) --- 2x 95PF Douwer 1X4 FA VWQARD SECURE TRIM W(2 8d I NAILS 0 EACH RAFTER -� FOR WALL WITH DOOR 1 1 6C'ALE: lie, I'll 1 2 x (3 SFr' L)OUBLT:FI PLYWOOD USED FOR UPUFT SECURE RAFTERS TO _ & SHEAR CLIPS NOT REQ. TOP PLATE W/SIMPSONS NOTE' EXCEPT Q OPENINGS H2.5 W/10 -8d NAILS 2 x 4 SPF TOP PLATE 2 x 4 SPF STUD 24" O.C. TYP, OR EQUIV. FOR415# EDGE (TOP & BOTfOM OF OPENINGS) & 6'O.C, 2 x 4 SPF BOTTOM PLATE " UPLIFT OR SIMPSON C41 INTERMEDIATE SUPPORTS, (FOR SHFARWALL VALUE FIt Wl4W# UPPLIF FOR UPLIFT 'SHEATHING GRADE 3/8" EZ PANEL ON ONE ON EACH SIDE BOARD NAILED W/ed NAILS Q OF RAFTERS r' 3" O.C. TOP & BOTTOM 4"CONCRETE EDGE (TOP e, BOTTOM OF 8X6 10/l O WINE MESH OR FIBERMESH 3/4" THROUGH BOLT "OR" LAG SCREW Q INTERMEDIATE SUPPORTS A I 3" Tyr. I FOR WALL WITH DOOR 1 1 6C'ALE: lie, I'll 1 2X4sprFuto, I PLYWOOD USED FOR UPUFT 0.77 Internal Pressure Coefficient: & SHEAR CLIPS NOT REQ. Comp. & Cladding Design Pressure: NOTE' EXCEPT Q OPENINGS NAILED W/ed NAILS y 3" O,C, TOP & BOTTOM Roof Sheathing: 2 x 4 SPF STUD 24" O.C. TYP, - EDGE (TOP & BOTfOM OF OPENINGS) & 6'O.C, 2 x 4 SPF BOTTOM PLATE 3" Tyr. 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 O.S.B 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 4- Y, 6, Typ• ROOF PANEL TYP. r NAIL PATTERN SECURE ROOF DECKING Wi&1 COMMON OR 8d HOT DIPPED NAIL @11" O.C. C EDGES & 6" Q,C, Coil INTERMEDIATE SUPPORTS & 4" O,C, 0 GABLE END WALLS OR GABLE TRUSSES 24" 4 Typ -4, N1 ROOF FRAMING PLAN 1 SCALE: 31fr - 1'l M WALL I 1318' WB or EZ PANELGosset QLUED & NAILED WNH (12) 1-I/2'NAILU 1 1 6C'ALE: lie, I'll 1 2X4sprFuto, I 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 O.S.B 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 4- Y, 6, Typ• ROOF PANEL TYP. r NAIL PATTERN SECURE ROOF DECKING Wi&1 COMMON OR 8d HOT DIPPED NAIL @11" O.C. C EDGES & 6" Q,C, Coil INTERMEDIATE SUPPORTS & 4" O,C, 0 GABLE END WALLS OR GABLE TRUSSES 24" 4 Typ -4, N1 ROOF FRAMING PLAN 1 SCALE: 31fr - 1'l M WALL SECTION Design Code: FBC 2001 1 6C'ALE: lie, I'll Exposure: Exp.B ' 0.77 Internal Pressure Coefficient: SHEATHING GRADE3/8"EZ PANEL Comp. & Cladding Design Pressure: NOTE' - NAILED W/ed NAILS y 3" O,C, TOP & BOTTOM Roof Sheathing: EZ PANEL USED FOR UPLIFT - EDGE (TOP & BOTfOM OF OPENINGS) & 6'O.C, #4 Bar 3" FROM TOP & BOTTOM &SHEAR CLIPS NOT RE EXCEPT Cil OPENINGS C41 INTERMEDIATE SUPPORTS, (FOR SHFARWALL VALUE 2 x 4 P.T. JOISTS Coil 16 O.C. 2 X 4 SPF STUD 0 24" O.C, 2 X 4 SPF BOTTOM PLATE 4"CONCRETE 8X6 10/l O WINE MESH OR FIBERMESH 3/4" THROUGH BOLT "OR" LAG SCREW 4"COMPACTED / SIMPSON #HD5ACONNECTOR VEL SASEE NOTE 5/8' or 3/4" WEDGE ANCHOR our 7Z'U.C. 6.1/2 LONG (...or other approved fastener.,.) 6" To Sheathing b, 12 Minimium TYPICAL MONOLITHIC SLAB (� SECTION ALLAROUND - *** (1) Anchor Minimum On *** SEE NOTE 1 1211 �. Each Side Of Door Opening On Gable Side of Building WOOD FLOOR ON CONCRETE SLAB DETAIL - SCALE: 1' .. IV IX4 COLLAR TIE SECURE COLLAR TIES TO RAFTERS W14 -IW NAILS (2 NAILS EACH RAF"TEH) LU Fcc W cc LU 0- w O O DGE ON JOIST . OUTSIDE PERIMETER FLOOR PANEL TYP. 1U NAIL PATTERN 100, 2a r - 6a' SECURE FIAFTERS TO TOP PLATE W/SIdPSONS H2 E UIV.2.5 W/R4151.1/2'NN OR EQUIV. FOR 415# UPLIFT OR SIMPSON H1 W10 -4d I-I/2'NAILS FOR 490# UPLIFT ONE ON EACH SIDE OF HAFTEFIS 89, n RAFTER SECTION 1 SCALE: 3JV - lV I NOTES: 1. Approved Shingles installed per manufactures Instructions, B 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 l DESIGN CRITERIA: Design Code: FBC 2001 Wind Speed: 130 mph Exposure: Exp.B Wind Importance Factor: 0.77 Internal Pressure Coefficient: 0.55 Comp. & Cladding Design Pressure: 30 PSF MATERIALS: Roof Sheathing: 7/16" Rated 24/0 Wall Sheathing: 3/8" Siding Rated 24/0 A. Richard Kozlovvicz P.E. TO WHOM ITmy O, rHls srRuc 7102 G LEN BU RINIE LANE DESIGNED IN CO T - CLARKS TOM, MI -48346- WITH SECTION (246) 625-33t)2 2001 FLORIDA BUI (246) 620-4515 FAX FOR WIND LO,, DEVIATION FR( FLORIDA REG, # 31659 PLANS REQUIRE: OF THE EN( APR 7 (Gable Style 8'-0" wide by: 6'-0" Side Walls ONL