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Home My WebLink About2020 Adams AveName Street: JL-JCity, State Zip: 'SF I Job Address: C9n o AU6 8 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 6" A; _-S Documented Construction Value: S. AO Historic District: Yes NoR Parcel ID: S H II--31-604 iwo na 3 Residential-K Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move 1 Description of Work: Plan Review Contact Person: T{itle Phone:(( 2q p5l) Fax4ja( '?"6" 3 Email'-14, Can Property Owner Information I l Phone: `- l D7 J 0(9-7 — Yq-73 Resident of property? : LLPC5 Contractor Information Name Tom Saurey (Tuff Shed Inc.) Phone: (407) 985-2990 Street: 8524 E Colonial Dr. City, State Zip: Orlando, FL 32817 Fax: ( 360) 998-3228 State License No.: CBC1253645 Arch itect/Engineeyr Information ` p c44 I/C,' Phone: Street: 1 33 Name: 35Fax: L7q,6/L - 08I1i' City, St, Zip: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: Ste Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4, 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 water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co nJ,aiu tion and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date TOM Sw=4re'K Print Coo"etor/Agent's Name ISM AEL VALUtt- c0l04 NOT/aRY PUBLIC STW E OF COLORADO Notary ID 20154037801 My commission Expires 00,12312019 i2t 16, Date I (it k Date Owner/Agent is Personally Known to Me or Contractor/Agent is x Personally Known to Me or - Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: _6K -6 M& u # /0 ` x 12 ' s w .'f, rn l' M v vi 7 ` r& r rk L star t Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 16- 2-U-& Address: 7-A2ZO A>A^S BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL P+ERM-IT Min Max Inspection Description Mechanical Rough Mechanical Final GASPERMIT Min Max Ins ection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 SEMINOLE COUNTY MULTI%URISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 011 1-1116 1 hereby name and appoint: William Hunt an agent of: Tuff Shed Inc Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Q All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: &q tit (/? License Holder Name: Tom Sau State License Number: CBC1253645 Signature of License Holder: STATE OFftA 09A C,Obto'do COUNTY OF &-Iq W1, ^ p The foregoing instrument was acknowledged before me this day of /' t rt 20 _, by -to W\ -c aAvCj/ who is AL personally known to me er- u rn,v „ nd who el*did not) take an oath. Signature of Notary ri_ VALDEZ PU OF COLORADO blot :; 10 20154037E01 II!ly Crsir„isston Expires 0912312019 smael t)al d ez Print or type Notary name Notary Public - State of rollorado Commission No..20(S qy 3 9 6 )o y My Commission Expires: D Q I 3 / 620 t `t TUFFSHED* surage Be fflum a Garages Date: - 4 11l!6 I hereby name and appoint: William Hunt an agent of: Tuff Shed, Inc. Tuff Shed, Inc. Multi -Jurisdictional Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for ( check only one option): 0 All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 2030 AU E Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Tom Saue State License Number: Signature of License H( COLORADO STATE OF F68RIBA COUNTY OF DENVER 5/9/ 2017 The foregoing instrument was acknowledged before me this 18 44 day of uiy , 2016 by - TOM SautCE who is CT personally known to me er n nd w o did -(did not) take an oath. Signature of Notary MIW SA IDEZ NOTARYPUBLIC STATE OF COLOR 1 Notary 1D 20i ices 0912 019 My commission Exp Ismael Valdez Print or type Notary name Notary Public - State of Colorado Commission No. 20154037801 09/23/2019 My Commission Expires. 1UU1 I U F_ r an&V 1-800-BUY-TUFF SOLD TO/PREPARED FOR: Date. PO 10 Name S'reet. City, HorneiceH Phone Work Phone J QUOTE SHEET'. J CHANGE ORDER 1,,,J!11,n Original Sales 01 Sales Consultant. Phone Method of payment; Cash:... Credit (card nurnhP,'! CID: -- Billing Address: State— ZIP, How did you hear about TUFF SHED? J _J lnieme, I D ci e, , Othe:, (Pi(-asc iptciy, Building (Senes.Woop'-SizQ) 0 X' JA) Paint Colors 'Base,TT r n 4- Drip Edge Optional Upgrades: NOTES: Z_ Pleast note: "Osted Ju,10IN ante DUES no, Nci, _:uNc R, rr Subtotal: D(: liw iy no -care Ihe add lion aridlor subi,actw,j of I j f; Lttl11 (1113 rUl F ,HED Inc8, A; Tax (17, Y t" f)oqui(Wg any ecesaj) btfildiiiij pv 1:1""Is fc, :6!1., I!.,! I I',,' I cite Total: u!hi;r,!1L5 .oriccin,nj Wcs. v,al:e't 11 1114Estim, I Lw ossqSsed Aw, cAnc,)jIaI;,)n c.: Balatice Due: Customers Signatu r, fly Sigo;ng, cjsjL,)n)or ,Cj(no,jo Ibc 17_ vc 0,1,; o(wca Builder's Helper a,7J What to Expect torn 1,FF Si" E 1 f I 1 r 1",).i Air. SHED iric Print Date 8/1/2016 STUFFS Inc. f Storage Buildings • Garages • Carports STORE 520-ORLANDO 8524 E Colonial Drive ORLANDO, FL 32817 Phone: 407-282-2444 Fax: 407-384-2999 1-800-BUY-TUFF Kyle Atkins 2020 ADAMS AVE SANFORD, FL 32771 Order Date Requested 7/26/2016 1/22/2017 Delivery Ticket Customer Number 1644635 Ship To 1644635 Building WO 1071738 Order Number 1047092 SO Sold To: Ship To: Home: - Kyle Atkins Office: -(407) 687-4473 2020 ADAMS AVE Cell: Fax: SANFORD, FL 32771 katkins2I @gmail.corn Customer PO Ship Via Shipping Instructions/Serial Number Sales Person Neil Haddix - SDC 4520 407-456-0032 Home: - Office: -(407) 687-4473 Cell: Fax: Work Order 1071738 Description Item No. Requested Date Line Shipped Price Extended Amount SHED Shed Series 1/22/2017 1000 1.00 Premier Tall Ranch 10' Wide 12' Long 3x67' Double Door (6) SW 32 Inches from Left Crossbuck Door Trim Base Paint Color: Sheffield Gray Trim Paint Color: Tundra Frost Shingle Color: Estate Gray - 30yr Dim White Drip Edge Roofing Material: 7/16" Silver -Crest Rad Barrier Floor Decking Material: 3/4" OSB Smart Floor Plus Silver Tech 23SHWH 20 Single Hung White 1/22/2017 1.001 , 1.00 1091 OC Ridge Vent (Roll) 1/22/2017 1,002 10.00 2413 8" x 16" Vent Screen White 1/22/2017 1.003 4.00 SHELFI6 16" Shelving 1/22/2017 1.004 30.00 Shed Door Upgrade Charge 1/22/2017 L005 1.00 24" Work Bench 1/22/2017 1.006 1.00 Door Trim Upgrade Charge 1/22/2017 1.007 1.00 Shed Paint Charge 1/22/2017 1.008 1.00 Building Base Price 1/22/2017 1.009 1.00 PERMITS Permits 1/22/2017 2.000 1.00 DISCOUNT July Free Paint Promo 1/22/2017 3.000 1.00 5' Legal Description j Lots 23 and 24, Block 10, BEL-AIR, according to the plat thereof, as recorded In Plat Book 3, Page(s) 79, of the Public Record? of Seminole County, A. Community number: 120294 Panel: 0070 Suffcx: F. LR.M. Date: 912812007 Flood Zone: X Date offield work: 211912016 Completion Date: 212212016 Certified to: Kyle B. Atkins; First American Title Insurance Company; Wells Fargo Bank, its s ccessors and/or assigns. LOT 10 LOT 9 JI FIR 1/2" BLOCK 10 i BLOCK 10 OFFSET 3B,1' I 2.53'N. FENCE I P.P.I TO C RN R 110.00'(P) ,110.70' M) 5.00' ----- .. 1211. I 1b C.L,F. LOT 24 LOT 23 BLOCK 10 BLOCK 10 I I .fJ WOOD SHED X U1 O 1 ,: N ON WOOD rnZ' A 6. O' l 9.7 5' o I 2U 10.7'.. rn rn I oI' W M q .. I 60.10' o0 8.94' .7 78.0' 0 12,0' I n CNA/C I ONE STORY co v RESIDENCE I n 9,8' 2 a. o' ^' 1 12.1' p' x I r• FlR 1/2' r% NE CORNER 'i1J"-t' LOT 14 /'•I; " BLOCK 10 /'•' , ONC. oRON 11 LEGEND 0-0- Wire Fence o-o- Wood Fence onu — Overhead Utilities a,P.P. Power Pole SW-M. Water Meter Asphalt Block Wall Brick/Pavers O Concrete Covered Area Q Centerline L Central Angle/Delta FIR 1/2" 14.00(P) 13.81'(M) 60. 95' 9O 00, r~ ; rrJr 55.00' ! 55.00' FIR 1 /2' 110.00'(P) 110.04'(M) 2' CURB & GUTTER ADAMS A VENUE 60' R/W (IMPROVED) 21' ASPHALT D.H. Drill.Hole D.U,E. Drainage & Utility Easement DAN Driveway ESMT Easement E.O.P. Edge of Pavement E.O.W. Edge of water ENCR Encroachment XX.XX' Existing Elevation F Field FO Found FD N&0 Found Nail & Disk F.C.M. Found Concrete Monument i FIR 1/2' OFFSET 3,23'N. 0, 7'ON f fr 0 PER PLA7' SCALE: 1 "=30" LOT 22 BLOCK 10 0 o 1.3'OFF 9 FrA n ty 2 3 Properly Address: 2020 Adams Avenue Sanford, FL 32771 Survey number: SL 163745 GENERAL NOTES 13. Unless otherwise noted, flood zone information provided by others. P.R.M. Permanent Reference Monument 1. Legal description provided by others. 14, Septic tank and/or drainfield locations P Plat 2. The lands shown hereon were not nbsiracled are approximate and MUST be verified by P.B.' Plat Book foreasements or other recordod encumbrances appropriate utility location companies. P.E. Pool Equipment not shown on the plat unless specifically noted. 15.The closure of structures may not be P.O.B._ Point of Beginning 3. Underground ponionS of footings, foundations precise due to building imperfections P.O.C. Point of Commencement or other improvements were not located. and decorative finishes. 4. Wall ties are to the face of the wall. 16. Pools and/or patios may be drawn as an P.C.C. Point of Compound Curve 5. Only visible encroachments located, approximation and not fully dlmensloned P.C. Point of Curvature 6. No identification found on property corners due to irregular shape, P.I. Point of Intersection unless noted. 17. Fonco locations along property fine may be P.R.C. Point of Reverse Curvature 7, Dimensions shown are plat and measured exaggerated for clarity. P.T. Point of Tangency unless otherwise noted. 18. The nature, extent or existence of riparian P,0.L. Point on Line B. This is a BOUNDARY SURVEY unless rights is not addressed hereon. PRODUCT APPROVAL COVER SHEET As required by Florida Statue 553.842 and Florida Administrative Code 9B-72m Permit# TUFF SHED INC — STATE OF FLORIDA — CBC 1253645 Please provide the information an approval numbers for the building components listed below if they will be utilized on the building or structure. FL approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier. Product Type County use Manufacturer Model #/ Series FL Product Appr. # or Miami/Dade NOA Siding LP Corp Panel FL9190.5 James L Hardie Panel FL10477.1 Floor Vents Flood Solutions LLC Foundation FL17588 Window — Single Croft LLC Series 96 FL15585.1 Fixed Tansom Innovations Inc. FL17667 Roof underlayment Woodland Industries FL17206.2 Metal Roofing Thomas Arch Metal Company TM Rib FL5218.1 Metal Roofing Thomas Arch Metal Company 5V Crimp FL5218.2 Asphalt Shingles Owens Corning Oakridge FL10674.1 All products listed are per Florida Building Code 2014 Product Approval Cover Sheet Permit # As required by Florida Statue 553.842 and Florida Administrative Code 913-72m please provide the information an approval numbers for the building components listed below if they will be utilized on the building or structure. FI approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier. All Products listed are per Florida Building Code 2014 Items being used " x Name: Kyle Atkins SO# 1047092 Series: Premier Tall Ranch Size: 1 OX12 Standard Shed Materials Product Type Manufacturer Model#/ FL product x Siding LP Corp panel FL9190.5 x Window - Single Croft LLC Series 96 FL15585.1 Fixed Tansom Innovations Inc. Transom FL17667 x Roof underlayment Woodland industries 151b Felt FL17206.1 x I Asphalt Shingles I Owens Corning oakridge FL10674.1 Custom Materials Used Siding James L Hardie Lap FL10477.1 Steel Entry Door Jeld wen 6 panel/ 3068 Full lite Door Jeld wen 3068 Full lite Door Jeld wen 6068 9 lite Door Jeld wen 3068 Metal Roofing Thomas Arch. Metal company 5V Crimp FL5218.2 Metal Roofing Thomas Arch. Metal company TM Rib FL5218.1 Flood Vents Flood Solutions LLC foundation FL17588 City of Sanford f Shed / Gazebo Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each 71i box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. opy of applicable contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of 1 10 Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) site plans indicating proposed location and distances to property line(s). Shed or Gazebo IO'x 12'or less: Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Two (2) copies of a legible drawing showing all framing details, foundation details, and meet all applicable code requirements (if applicable) Commonly accepted construction practices with appropriate tie downs or; ANSI / AF & PA WFCM wood frame construction manual for one and two family dwellings. WPPC Guide to wood construction is high wind areas. Florida State Department of Community Affairs Approved Building. Shed or Gazebo greater than 10' x 12' : Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Florida State Department of Community Affairs Approved Building. C L Contact person information entered in Naviline? Application forms stamped received and initialed? Revised: February 2015 RECORD COPY NOBTE plN cooE. UNINHABITED UTILITY SHED UP TO -12' WIDE x UP TO 24' LONG FLORIDA ARE NOT OFOR HIGH - DE, 5th VELOCITYHURRICATION NEBUIILDHURRICANEZONES (HVHZ) P PTR, TR/I RDC700 2. DESIGN LOADING: OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR WIND SPEED-( T1609.3.1): V.it = 155 LUMBER SIZE; TRUSS SPACING, PITCH Vasd = 120 AND PLATE SIZE " EXPOSURE: C ROOF LIVE LOAD: 20 PSF COLLAR TIE REQUIRED ONLY AT ROOF DEAD LOAD: 10 PSF 12' WIDE SHEDS, SEE TRUSS CALCULATIONS 12 -FLORIDA APPROVED OWENS RAFTER FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET3) 5 IMPORTANCE FACTOR: ( 6): 1.0 MAx CORNI-NG OAKRIDGE 30"YEAR RISK CATEGORY: I RE OTE SHINGLES - FL10674-R10 COMPONENT AND CLADDING: ROOF: 25 PSF (ZONE 11 -OR- WIND PRESSURE ( psf) (ASD VALUES) 34 PSF (ZONE 2, 3) FLORIDA APPROVED THOMPSON BASED ON 10 SQ FT) WALL: 2-1ARCHITECTURAL METALS CO. 1 PSF (ZONE 4) slMPsoN H1 OR usPRT1s 23 PSF-( ZONE 5) METAL ROOFING - FL5218-R2 FOR 6-1O' WIDE INTERNAL WIND PRESSURE COEFFICIENT: +0.18 SEE THE TRUSS SIMPSON H2.5A OR USP RT7A ENCLOSED BUILDING) - 0.18 2 xx _ CONNECTION FOR 1' 2' WIDE Q DETAIL - DETAIL 4 IX TOE NAIL WITH (3) 18d NAILS, ( 2) ONE SIDE, (1) OTHER SIDE FLORIDA BUILDING APPROVAL NUMBERS-- g WALL TOP PLATES 1. WINDOWS BY CROFT LLC - FLORIDA'BUILDING APPROVAL o WALL FRAMING TO BE 2 x 4 FL15585-R2. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6. bo SYP # 2 OR BETTER @ 16" O.C. SIDING 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL IF BUILDING IS LOCATED STUDS FL10674- R10. SEE SHEET 3 FOR STEEL FLOOR WITH IN A FLOOD ZONE THEN 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - ANCHOR DETAIL OR FOUNDATION DETAIL FLOOD VENTS AND PRESSURE FLORIDA BUILDING APPROVAL #FL17206.2. TREATED STUDS ARE REQUIRED 5. THOMP- SON ARCHITECTURAL METALS CO. METAL ROOFINGREVIEWED FOR CO ONE SQ INCH VENT TRUSS TO WALL FLORIDA BUILDING APPROVAL #FL5218-R2. co UP TO 12 -0" 1l'iDE FOREVERYSQ FT Y CONNECTION DTAIL 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - PLANS EXAMINER OF BUILDING SCALE I.r.S. FLORIDA BUILDING APPROVAL # FL17667. 8 p BUILDING SECTION O 7. FLOODSOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- 1 SCALE: N.T. S. FLORIDA BUILDING APPROVAL # FL17588.1. DOUBLE TOP PLATE CRIMPLE STUD DOUBLE TOP PLATE 3) 2X6 SYP # 2 KING STUD HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER CRIPPLES (IF REQ.) CRIPPLES (IF REQ.) 16d @ 12" O.0 16d @ 16" STAGGERED FACE NAIL HEADERS OR 1 6 2. 2 HEADERS,F OPENINGS UP TO 4'-0" SYFr #2 USENI NC, NAILING: - 2 3OPENINGSUOPTO3'-0" OPER S 4' 1" TO 6-6" HEADER ASSY USE (2) 2x4 SYP #2 USE (2) 2x6 SYP #2 KING STUDS (2) REFER TO SHEET 2 FOR WALL AND ROOF OPENINGS 6'-7" TO 8'-0" SHEATHING NAILING. 2x4 WINDOW SILL USE (2) 2x8 SYP #2 16d @ 12`' O.C. VtlDllyG KING STUD STAGGERED TRIMMER HEADERS FOR: TRIMMER STUD MAX WALL HEIGHT FOR EACH SHED: FLOOR DECKING TRIMMER TRIMMER STUD STUDS OPENINGS UP TO U-0" USE (2) 2x4 SYP #2 PPTR - 8'-0 1/4" (96 1/4") SANFORD BASE PLATE BASE PLATE ON THE INSIDE KING ST S OPENINGS 6-1" TO 8'-0" USE (2) 2x6 SYP #2 TR/TRD800 - T- 8 1/4" (92 1/4") KING STUD FLOOR DECKING 8d @ 12" O.C. SANFORD BUILDING DIVISION O'OAR 7 TRIMMER STUD REFER TO THE DOOR DETAIL SHEET 2) FOR A PERMIT ISSUED SHALL BE CONSTRUED TO BE A FOR WINDOW OPENINGS UP TO 3'-0" FOR OPENINGS UP TO 8',-C" FOR OPENINGS UP 8'-0' THE DOOR DESIGN LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET WINDOW HEADER DETAIL ASIDE ANY OFTHEPROVISIONSOFTHEJECHNICALDOORHEADEFzDETAIL 26 TRIPLE HEADER2B T L - HEADER DETAIL FOR 3 ODES, NORSHALLISSUANCEOFAPERMITPREVENTFORSIDEWALLS. FOR SIDE WALLS FOR SIDE WALLS END WALLS THE BUILDING OFFICIAL FROM THEREAFTER SCALE N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. R` I , TUTT f #. P. O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE TUFF SHED, INC. ENI-iNEERING DEPARTMENT FLORIDA LICENSE PE # i C•• ` S F• i TITLE DRAWING NO. P - R800-01 FL P TRTDrawnBy: SJCustomer: DRAWINGS AREFORA- SEALER'S PRINTED E• No. 76835 BUILDING SECTIONS Storage Buildings & Garages Site Address: Date: 1/2/ 15 BUILDING TO BE SUPPLIED AND. BUILT BY TUFF SHED: IUCHARD J. WILLS, P.E. o RICHARD WILLS HEADER FRAMING DETAILS REV. LEVEL 01 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET i d` STATE of F[BC 5th,EDITIOtN (201..4) SHEET Building Size:WIDTH- LENGTH - HEIGHT-SQ. Fr. AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 Q•.• Q Q R Q Q . • k[j[ " ( - Scale: N.T.S. RECORD. 303) 753-8833 EXT. 5618 a f.ATE, f 155C PAGE1 OF 4 Alm,- SINGLE 'DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. - BOLT LATCH ON FIXED DOOR FOR ATTACH (1) BOLT LATCH AT THE TOP AND 1) BOLT LATCH AT THE BOTTOM OF THE FIXED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. 0 DOOR HANDLE AND STRIKE INSTALL DOOR HANDLE PER MANUFACTURER'S- INSTRUCTIONS. USE #8x 2-1/4" SQUARE DRIVE WOOD,SCREWS. ATTACH STRIKE PLATE WITH (3) 8 x 2" SQUARE DRIVE WOOD SCREWS. DB DOUBLE DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHES ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST IN A PRE - DRILLED HOLE IN THE FLOOR DECKING. DOOR THRESHOLD 2 DOUBLE DOOR ASSEMBLY SIDE VIEW SCALE: N.T.S. - EXTERIOR DOOR SHEATHING 3/ 8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE PPTR AND TR/TRD800 DRAWINGS SIDE - WALL EDGE NAILING REQUIREMENTS END -WALL EDGE NAILING REQUIREMENTS MARK MAX. MARK WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL BEING WALL WALL. OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENGTH EDGE NAILING NOTE-2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL NO OPENINGS ALONG THE WALL NU UNtNINU5 ALUNU I;Hh WALL 6' 6-18' . 8d NAILS @ 6" O-.C. 0: 6'-18' 6' 6'-12' 8d NAILS @ 6" O.C. 0' 6'` 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' 6' 14'-18' 8d NAILS @ 4" D.C. 0' 6' 10' 1 U-24' '8d NAILS @ 6" O.C. 0' 1 O'-24' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8' 12" 12'-24' - 8d NAILS @ 6" O.C. 0. 12'-24' 10, 10'-24' 8d NAILS @ 6" O.C. 0' , 10, o MIN 2"0" RTN WALLS ON EACH END OF WALL- MIN 2`-6" WALL SEGMENT 1 12' 12'-24' 8d NAILS @ 6" O.C. 0' 12' 6' 6'-18' 8d NAILS 6" O.C.' UP TO 12' 4' 8' 8'-24' 8d NAILS' 6" O.C. UP TO 12' 4' 10, 10'-24' 8d NAILS @,4" D.C. UP TO 12', 4' 12' 12'-24' 18d NAILS ,@ 4`0.13. UP TO 12' 4' 3/ 8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER INTERIOR DOOR SHEATHING 16" OSB WITH HINGE ATTACHMENT 3) TUFF SHED HINGES PER DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A 8 x 2-1/4" SQUARE DRIVE WOOD SCREW. OHINGE ASSEMBLY FRONT VIEW SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4" ON DOUBLE DOORS EXCEED ALL LOAD -REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1-. TUFF SHED, Order #. Customer:: P. O. # Drawn By: Si I Storage Buildings & Garages Date: 1/2/15 Site Address: - TUFF SHED, MFG. FACILITIES Checked By Building SIZe:WIDTH-LENGTH .-HEIGHT -SG. FT. AREA Date: Scale: N.T.S. ROOF SHEATHING 7/16" OSB) WIDTH ' LENGTH FIELD NAILING EDGE NAILING 6' 6'-18", 8d NAILS .@ 12" O.0 8d NAILS @4" O.C. 8' 8'=24' 8d. NAILS @ 12" O.0 8d NAILS @ 4" O.C. 10, 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 12' 12'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. NOTES: 1. USE 8d RING SHANK NAILS W/ A MIN SHANK DIAMETER OF 0.131" AND A LENGTH OF 2 1/2". TABLE NOTES: 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPENING'GREATERTHAN 8'-0' 3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. E END WA IN THE 3-SIDED DIAPHRAGM CASES.(NO OPENINGS). THE END WALL WITH T OPENING THE. OPENING. 4. USE RING SHANK NAILS WITH A.SHANK DIAMETER OF 0.113" AND A LENG H F 1/2". 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. I u MIN 2'-0" RTN WALLS ON EACH END OF WALL MIN 2'-6" WALL SEGMENT 6' 6'-g- 8dNAILS @ 6" D.C. T - SEE NOTE 3 6' 10'-12' . 8d NAILS' @ 6" O.C. (BS) 3' 2'6" NOTE 6 6- 14'-18'-. 8d NAILS @ 4" O.C. (BS) 3' 2'6" NOTE 6 8'. 8'-10' 8d NAILS 6"D.C. T 5' 8' 12'-14' 8d NAILS 4" O.C.. 3' 5' 8' 16'-20' 8d NAILS 3" O.C. 3' 5' 8- 22'-24' 8d NAILS 4" O.C. BS 3' 5' 8'. 8' 8d_ NAILS @ 6" O.C. 4' 4' 8' 10'-12' 8d NAILS @ 4" O.C. 4' 4' 8' 14'-16' 8d NAILS 3".O.C. 4' 4' 8' 18'724' 8d:NAILS @ 4" O.C. (BS) 4' 4' 10, 10'=1'4' 8d NAILS 6" O.C. 3' 7' 10, 16'-22' 8d NAILS 4" O.C. 3" 7' 10, 24' 8d NAILS,:,@. 3" O.C. 3' T ` 10' 10'-12' 8d NAILS @ 6" O.C. 4' 6" 10, 14'=-_18' 8d NAILS.. 4" O.C. 4' 6' 10, 20'-24' 8d NAILS 3" O.C. 4' 6' 10, 10'-12' ` 8d-NAILS 4" O.C. 6' 4' 10, 14'-16' 8d NAILS @.T'.:O'.C: 6' 4' 10' 18'-24' 8d'NAILS 4- O.C. BS - 6' 4' 12' 12'-16' 8d NAILS @ 6" O.C. 4' 8' 12' 18'-24', . 8d" NAILS @ 4" O.C. 4' 8' 12' 12' 8d; NAILS,.@ 6" O.C'. 6' 6' 12' 14'-18' 6' 6' 12' 20'-22' 8d NAILS '@ 3" O.C. 6' 6' 12' 12' 8d NAILS- 4" O.G.8' 4' 12` NAIL 8' 4' OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, ES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF 6. ON THESE BUILDNGS 6'-X 10'-18' THE 3' DOOR IN THE END WALL WILL NEED O OF SET. THERE WILL BE A 2'6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF THE DOOR. I f 7. ( BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES 161`I it///", THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED; INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF'SHED. ANY OTHER USE 1S FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. FLORIDA LICENSE PE #7 v J F' :V i TITLE DRAWINGNO. TUFF SHED, INC. ENGINEERING DEPARTMENT 76835 FL-PPTR-TR800-01 SEALER' S PRINTED NA?d* t . GENERAL NOTES RICHARD' J. WILLS, P.E. RICHARD WILLS I REV. LEVEL 01 A•. SITATE of :'Q SHEET 1777S. HARRISON STREET DENVER, COLORAD0.80210 ii i90ccFL O R o AG\ - - FBC, 5th EDITION (2014) 303) 75378833 EXT. 5618 155C PAGE 2 OF 4 12-14 X 3" HEX HEAD SELF -DRILLING SCREWS 3/4" APA OR TECO RATED— T&G FLOOR DECKING. 2XIS STEEL JOISTSp@24" OC 10 X.3/4" PAN- HEAD SELF -DRILLING r j SCREWS (2 PER TAB) VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS. 2X6 STEEL TRACK EACH END BASE PLATE SCREW SPACING WIDTH SPACING 6-12' 8" O.C. OSTEEL SHED BASE DETAIL SCALE: N.T.S. I _ 1. STEEL SHED FOUNDATION: 60OT125-054 -'16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. 2X4X12" SUPPLIER: ALLIED STUDCO(JOIST: '60OS137-054 / TRACK: BLOCK 600T125-054) ICC ER-4943P. i 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR z_ DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING L TRIM SIDING ATTACH BRACKET TO STUDS THRU HOLE IN ANCHOR PLATE WITH 3/8" 0 x 4" CARRIAGE BOLT AND LOCKNUT STUDS AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART NUMBERS: OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER REPORT NO. RAD-3060 OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A OR OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO,. LO-FJ9'0129-B WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 4,725 LBS J STUD < 0 STUD I` II --- SIDING AUGER: ANCHORS WIDTH LENGTH OF ANCHORS 6' 6-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 4 ANCHORS 12' 1 Z-24' 4 ANCHORS 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. TRIM END WALL ANCHOR BRACKETq__ T TO BE FLUSH WITH OAUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N.T.S. UNHEATED SPACE CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL ANCHOR BOLT & BE WWF 6X6 W1.4xW1.4 . LOCATE.AT MID -DEPTH OF SLAB. P.T. SILL PLATE SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED PER NOTES BELOW FIBERMESH150; FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CO CRETE W/ MINA POUND PER CUBIC YARD OF CONCRETE. 4 CONTINUOUS 21—_Q LL FOMING FORMS SHALL BE INSPECTED F,-ORf§12:E AN0-RE1NFORCINGBEFOREPOkJR1AlGCONCF2ETE " T1 1 3/4' 7 TOP & BOTTOM 3. FOOTINGS SHALL BEAR ON'UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL CONCRETE FLOOR BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. G 7 6. SEISMIC DESIGN`CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2" DIA X 7" LONG SIMPSON TIT.EN ANCHOR WITH WASHERS. EXPANS ITHE CONC ETTE AND SHALL BE SPACED NOT MORE THAN6''O . SLAB C. THERE SHALL BE.A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE REINFORCEMENT WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT w DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS 3 CLR. PER NOTES' LO ARE REQUIRED PER SIDE OF THE BUILDING TYP. N H OF THE BU L ING. TE: FOR BUILDINGS WAND LONGER OR ANY BUILDING DESIGNED AS A L j BOLTANCHORSTABLE, SHEET 3 PAD (MIN) ( 8" SIDED DIAPHRAGM, ADD, SIMPSON SSTB16 ANCHORS AND HDU2 HOLD REMAINING ANCHORS ON EA. LENGTH THICKENED S A OWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S SIDE. EQUALLY SPACED). " - MIN. STALLATION INSTRUCTIONS. O'S. IDEWALL BRACKET DETAIL - - - CONCRETE FOUNDATION DETAIL ` `` 111 !''•- - U >- FINISH ml ~ GRADE o 1/ 2" HILTI KWIK BOLT TZ i4 NOTES: STAINLESSSTEEL 304 1. ANCHORS'TO'BE KWIK BOLT TZ, 304 SS EMBEDMENT DEPTH 221" _'STEEL -SHED 2• PROVIDE (1) ANCHOR AT EA: CORNER MIN. EDGE DISTANCE = 6" BASE OF THE BUILDING. THE REMAINING -i a - ANCHOR SPACING: RE:'KWIK 4" CONCRETE ANCHORS EQUALLY SPACED' ALONG THE U E GT 1 D 1/2 THE M SIDING TRIM 3/ 8" CARRIAGE BOLT (GRADE 2) OT17SWB OR- OT24SWB 8 x 1-5/8" ZINC PLATED. SCREWS' @ 12" O.C.- NO BLOCKING REQUIRED. ALL EDGES SHALL LIE .ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS, OR TRACKS WITH#12-14 X 3" GALVANIZED SELF -DRILLING i SCREWS. REFERENCE SPACING CHART. i 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE, BLOCKS AS.REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES` - 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS -SPACED @ 8'40 O.C. MAXIMUM., BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM:'' STUD 3/ 8 NYLON LOCK NUT Z BASEPLATE FLOOR PLY 6" 0 KWIK BOLT - ANCHORS: INTO CONCRETE' E: DETAIL3SHET3 WIDTH LENGTH QTY 6' 6- 10' 6 6' 12'- 18' 8 8' 8'- 14' 6 8' 16- 20' 8 8' 22'- 24' 10 10, 10"- 16' 6 10, 18'- 24' 8 12' 12'- 18' 6 12' 20'- 24' 8 SCALE N. T.S. TUFFSKEDCustomer: Storage Buildings & Garages TUFF SHED, MFG. FACILITIES rAMPA, FL Order#. Site Address: P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. Drawn By: SJ Date: 1/ 2/15 Checked By: Date: Building SIZe. WIDTH-LENGTH- HEIGHT-SQ. Ff. AREA Scale: N. T.S. SCALE: N. T.S. TUFF SHED, INC. FLORIDA LICENSE PE #7 ,35 : ENGINEERING DEPARTMENT SEALER'S PRINTED NA IZICHARD J. WILLS, P.E. RICHARD WILLS ' 1777 S. HARRISON STREET DENVER; COLORADO 80210 303) 753- 8833 EXT. 5618 SEAC7// TITLE 76835 DETAILS ITATE OF OR 1 o P, FBC, 5th EDITION (2014) dfil`7ATE 155C DRAWING NO. FL-PPTR- TR800-01 REV. LEVEL 01 SHEET PAGE 3 OF 4 1 3X4 20 PLATES 1 EACH SIDE 3,1 00 i N I 3X4 20 PLATES M LID 1 EACH SIDE ch 4'_0" , 12 Q 4 00 o 00 8'_0" LO N 3X4 20 GA PLATES N 1 EACH SIDE r` 5-0" S; 3 1/16„ 12 Q 4 I 18.0° 00 10'-01. LID 3X4 20 GA PLATES 6'-0" 1 EACH SIDE 6 _3 11/16„ 12 ~ Q 4 i 3X6 20 GA --- PLATES 1 EACH SIDE00 LO N 6-0" 12'-0" 1 DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF U SPAN COLLAR TIE DEAD LOAD = 5 PSF REACTIONS: MAX. VERTICAL: 180 LBS. NOTES: MAX. UPLIFT: -150 LBS. FBC, 5th EDITION (2014), 2012IBC I ANSI/TP11-2007 NOTE: TRUSSES TO BE SPACED @ 24" OC TRUSS MAY BE USED ON BUILDING LENGTHS MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 UP TO 12FT UNLESS CEILING JOIST OR OTHER OR BETTER PLATES ARE TO BE PRESSED IN THE TENSION TIE 1S PROVIDED. s WOOD PER TPI. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.25 WIND: ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60 3X4 20 GA PLATES 22.5' 1 EACH SIDE 3:2 1S/16 12 5 f t 6-0 O N 4'-0" 3X4 20 GA PLATES 1 EACH SIDE 4 _3 12 1Sh6 - 5 Ma\o 22.5° cN f P 8'-0„ N 00 0 N CO CV 8' SPAN 10' SPAN REACTIONS: REACTIONS: MAX. VERTICAL: 255 LBS. MAX. VERTICAL: 300 LBS. MAX. UPLIFT: -195 LBS. MAX. UPLIFT: -250 LBS. NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. t PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN PRODUCTS, ICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TUFF SHEDCustomer: P:O. # Drawn By: SJ THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE TUFF SHED, INC.. Order ENGINEERING DEPARTMENT FLORIDA LICENSE PE RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 - 303) 753-8833 EXT. 5618 i Storage Buildings & Garages TUFF SHED, MFG. FACILITIES Site Address: DRAWINGS ARE FOR A Date: 1/2/15 BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF Date` SHED AND THE'ENGINEER OF Scale: N.T.S. RECORD. SEALER'S PRINTED N, RICHARD WILLS Building Sl2.e:W1DTH-LENGTH -HEIGHT -SD.FT. AREA 11 E11 /N.. 7 o, 76835 i r TATE OF S'bQ'i/, tICA TE 3X4 20 GA PLATES 1 EACH SIDE 5'-0" I S 4 jl 1S/16„ 12 - 5 22.5° 3X4 20 GA PLATES 1 EACH SIDE 6-6„ 12' SPAN REACTIONS: MAX. VERTICAL: 420 LBS. MAX. UPLIFT: -290 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHEI TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. TITLE TRUSS DETAILS FBC, 5th EDITION (2014) 155C DRAWING NO: FL-PPTR-TR800-01 REV. LEVEL 01 SHEET 4 PAGE 4 OF 4 Legal Description Lots 23 aid 24, Block 10, BEL-AIR, according to the plat thereof, as recorded ip Plat Book 3, Page(s) 79, ofthe Public Records of Seminole County, 4. Community number: 120294 Panel: 0070 Suffix: F l R.M. Date: 912812007 Flood Zone: X Date offa ld work: 211912016 Completion Date: 212212016 Certified to: Kyle B, Atkins; First American Title Insurance Company; Welds Fargo Bank, its successors and/or assigns. LOT 10 LOT 9 FIR 1 /2" BLOCK 10 j BLOCK 10 I OFFSET 36,1, I 2.53'N. FENCE I P.P.I TO CORNER 55.00' 990ro------ L 5' 90. o FIR 1 /2" iz NE CORNER LOT 14 BLOCK 10 90,'j;. LOT 24 BLOCK 10 2, T o 6.0' 10.7', a M. T ° W 94 rl FIR 1 /2" CONIC. 14.00'(P) APRON 13.81'(M) LEGEND 0-0- Wire Fence o-o- Wood Fence onu — Overhead Utilities aP,P, Power Pole OW,M. Water Meter 0 Asphalt Block Wall Brick/Pavers 0 Concrete Covered Area Canterllne p Central Angle/Delta 110.00 (P) 1110.70 (M) ss.ao' 2 I LOT 23 BLOCK 10I I x I I I ON 18,0' 0 12,0' I A/C I ONE STORY co I RESIDENCE I I I 24.0' ^ IZ-M— nq 12.1' Q', 'jL ' 4,9' 3.2 I N I I c I 55. 00, 110. 00'(P) 110,041(M) In 60. 95' L. FX, x 9 • ` 9p. 00i r'oJrljI/, 55. 00' FTC 1 /2' CURB & GUTTER ADAMS A VENUE 60' R/W (IMPROVED) 21' ASPHALT D. H. Drif,Hole 0. U.E. DAN Drainage& Utility Easement Driveway ESMT Easement E. O.P. Edge of Pavement E. O.W. Edge of Water ENCR Encroachment XX. XX Existing Elevation F Field FD Found FD N&D Found Nail & Disk F. C.M. Found Concrete Monument r 4;. rJ T LOCATION , SKETCH NOT To S0.lfS i I FIR 1 /2" OFFSET 3, 23'N. PER PLAT SCALE: 1 "—JO' LOT 22 r BLOCK 10 N C11O 0 D v Bf lb - 22Z3 APPROVED PLANS CTt ENG. DEPT. e(q(ie Ok 0 k'y%- -all to x lZ' shed Se4oack aS SoWn . ProperlyAddress: 2020 Adams Avenue Sanford, FL 32771 Survey number: SL 163745 GENERAL NOTES 13. Unless otherwise noted, flood zone information provided by others. P.R. M. Permanent Reference Monument 1. Legal description provided by others. 14. Septic tank and/or drainfiold locations P Plat 2. The lands shown hereon were not nbstrdcled are approximate and MUST be verified by P.B. I- Plat Book foreasements or other recorded encumbrances appropriate utility location companies. P,E. Pool Equipment not shown on the plat unless specifically noted. 15.The closure of structures may not be P.O. B._ Point of Beginning 3. Underground portions of footings, foundations precise due to building imperfections P.O. C. Point of Commencement or other improvements were not located. and decorative finishes. 4, Wall ties are to the face of the wall. 16. Pools and/or -patios may be drawn as an P.C. C. Point of Compound Curve 5. Only visible encroachments located. approximation and not fully dimensioned P.C. Point of Curvature 6. No identification found on property corners due to irregular shape. P.I. Point of Intersection unless noted, 17. Fence locations along property line may be P.R. C. Point of Reverse Curvature 7. Dimensions shown are plat and measured exaggerated for clarity. P.T. Point of Tangency unless otherwise noted. 16. The nature. extent or existence of riparian P,0. L. Point on Line S.This Is a BOUNDARY SURVEY unless rights is not addressed hereon. N THIS INSTRUMENT PREPARED BY: Name: Tuff Shed Address. 8524 E Colonial Drive, Orlando, FL 32817 MARYANNE MORSEr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY..8736:Ps 1565 (1P9s) CLERK'S T 2016078719 NOTICA(` p AC pp RECORDED 07/29/2016 10:47:25 AM E OF GOMMENCE f8ENT RECORDED RECORDINGBYEtsmithES •G0 Permit Number: P 6 221 3 Parcel ID Number: — G0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, thefollowing )nformation is provided in this Notice of Commencement. 1.. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Single Family Residence o 2 O 1Qh'I f 2. GENERAL 3. OWNER INFORM Name and address Interest in property: Fee Simple Title H 4. CONTRACTOR: Name:, Address: 8524 E Co 5. SURETY (if applicable, IN OF IMPROVEMENT: P Q- S I OR LESSEE INFORMATION IF THE D ic, -.J7-).4-,e' if other than owner listed above) Tuff Shed Inc, License # CBC 1 Dnial Drive, Orlando. FL 32817 copy of the payment bond is attached): N/A FOR Phone Number: 407-282-2444 Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes, Name: N/A Phone Number: 8. In addition. Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless: a different date is specified) WARNING `TO OWNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER. 713, PART I. SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOBSITEBEFORETHEFIRST. INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRCORDINGYOURNOTICEOFCOMMENCEMENT. signatu Owner or Lessee, or Owner's or Lessee's ` 11 C ' 'NT YU t,1 S Authorized OfficeUOiradorlPartnegManager) (Print Name and Provide signatory's Title/Office) State of T b rt dQ County of ` nTheforegoinginstrumentwasacknowledgedbeforemethisQlD day of pp (p by — KV F L ILi NS Who is personally known to me ORNameofpersonmakingstatement -. who has produced Identification FOype of identification produced: psi Ange4w Mtdowws NOTARY PUBLIC STATE OF FLORIDA684Comm# FF912 Expires 2/8/2020 Z-1 MA NNEMORSE CLEP.K OF T c Cl •CUI CP R`AND ; Book8736/Page1505 CFN#2016078719 BY- Page 1 of 1 Page 1 of 2 s m i BCIS Home I Log In User Registration _ Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Rota 11 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #' FL15585 R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Croft,LLC Address/Phone/Email P.O. Box 826 McComb, MS 39649 601) 250-5088 Ext372 AN DERSD@CROFTLLC. COM Authorized Signature DENNIS ANDERS AN DERSD @CROFTLLC. COM Technical Representative Dennis Anders Address/Phone/Email P.O. Box 826 McComb, MS 39649 andersd@croftmetals.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/26/2016 Date Validated 03/05/2016 Date.Pending FBC Approval Date,Approved 03/10/2016 8/15/2016 Page 2 of 2 Summary of Products FL # Model, Number or Name Description - 15585.1 Series 96 Aluminum Single Hung Window - Fin and Flange Frame Products Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15585 R4 C CAC Croft - 96 SH (Fin) (4) Aug. 15 ext.5).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15585 R4 C CAC Croft - 96 SH (Fin) (5) Dec 2015 (ext fj(003).DdfDesignPressure: +40/-40 Other: Units - R-PG35-1327x1924 (52x76)-H; FL15585 R4 C CAC Croft - 96 SH (Flange) Dec 2015 (ext 5)(003).pdfR-PG40*-914x1829 (36x72)-H; R-PG35-1219x1829 (48x72) H. Please refer to installation instructions, CRF014, for Quality Assurance Contract Expiration Date design pressure ratings based on unit size and further 09/27/2020 limitations of use. Installation Instructions FL15585 R4 II CRF014 SS 2016-02-22.0f Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL15585 R4 AE PER4153 SS 2016-02-22.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399. Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you haveany questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are, public record. If you do not wish to supply a personal address, please provide the Department with an email address which can bemade available to the public. To determine if you are a licensee under Chapter 455, F.S.,'please click here . - Product Approval Accepts: n W fC I16[k #`. Y wwxdm. ' s esi:. srer yotmti. a AXIMSWYMETRI G5 3rs a6ti:uwr r 8/15/ 2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. 36" X 72"UNIT: FOR INSTALLATION INTO 2X WOOD BUCK, USE 98 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, - S. FIN/FLANGE FRAMES: FOR INSTALLATION INTO 2X WOOD BUCK, USE H10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FLANGE FRAMES: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH.JTW TAPCON PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT INTO. CONCRETE/MASONRY SUBSTRATE. 7. FIN/FLANGE FRAMES: FOR INSTALLATION THROUGH STEEL STUD USE N10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THRFI4DS MINIMUM PENETRATION BEYOND STEEL STRUCTURE. 7- MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 1LINSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. W OOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D.STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) — CROFT, LLC SERIES 96 SINGLE HUNG WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014 FLORIDA BUILDING CODE (FBC)EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN 1YND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS. TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE - STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. ` 6. WINDOW FRAME MATERIAL: 6063.75 ALUMINUM 7. GLASS SHALL MEET REQUIREMENTS OF ASTM E1300.04 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.. 8. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL 6 INSTALLATION NOTES 2 ELEVATIONS 6 ANCHOR LAYOUTS 3 INSTALLATION DETAILS -FLANGE FRAME 4 GLAZING 6 INSTALLATION DETAILS - FIN FRAME 5 COMPONENTS 6 BILL OF MATERIALS FRAME TYPE OVERALL SIZE DP RATING MISSILE IMPACT RATINGWIDTHHEIGHT FLANGE 52' 1 76" 35 PSF NON -IMPACT FIN 48' 72' 35 PSF NON -IMPACT 36" 1 72" 40PSF NON -IMPACT CROr—T P.O. BOX 826 MCCOMB. MS 39649 PH: 601.684-6121 FX. 601-7834188 aom tpZ V pp 4 y2 wr Z o u LL a m m< Zam e Ch LLI J y G1 IL G LU m cc FQ c W Voll CC Z JI%) Y. IL K ZV L Z Digitally signed by Hermes F Norero, P.E. OwG : Reason: I am approving this document CR F014 Date: 2016.02.22 11:40:010-05'00' SHEET: 1 OF 5 D.L.0 MAX. _ WIDTH 44.625" 7 UNIT MAX. HEIGHT 72S)D" D.L.O MAX. WIDTH 48.625" A 3 UNIT ` MAX. HEIGHT L"x- 75.75" SASH MAX. WIDTH 50.625' ELEVATION FLANGE FRAME UNIT MAX. TOTH 48.W' o D.L.O. MAX. 4 HEIGHT 33.75" 3 SASH MAX. HEIGHT 29.625" SASH MAX. I WIDTH 46.50" "I ELEVATION FIN FRAME 48" x 72" UNIT UNIT MAX. TOTH 52.25" CROr-T AT MIDSPAN OF HEAD 2" FROM CORNER iyP sox 826 MLrO1B. MS 39649 PH: 601-684.6{6121 FX: 601-701-)83-7188 D.L.O. MAX. m HEIGHT 14.50" MAX. O.C. m 5, 3" o J Z o $ 1 J mtn O SASH MAX Tt- sz1 ui HEIGHT 3" o ° i, Z a m co37.625" EE 2" FROM CORNER TYP. V1 z tu w N o Z RwUJmwo ui m y d ANCHOR LAYOUT Q FLANGE FRAME e 2" FROM CORNER 12.00 MAX. O.C. TYP. 12.00" MAX. O.C. 2" FROM CORNER TYP. ANCHOR LAYOUT FIN FRAME " 48" X 72" UNIT 4" FROM CORNER 12.00" MAX. O.C. TYP. 'I 1— I I 12.00" MAX. O.C. i 4" FROM CORNER TYP. ANCHOR LAYOUT FIN FRAME 36" X 72" UNIT Qm V) u LL ~ ao = yZ DWG #: CRF014 SHEET: 2 OF 5 CAULK BETWEEN CONCRETE/ MASONRY & 2X 3/4" MIN. EDGE DISTANCE WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 10 WOOD SCREW 2X WOOD BUCK INSTALLATION ANCHOR BY OTHERS 11/2" MIN EXTERIOR FINISH EMBEDMENT BY OTHERS c, PERIMETER CAULK 1/4" MAX. BY OTHERS SHIM SPACE IA O.A. WINDOW HEIGHT 10 SEE GLAZING DETAIL 1 EXTERIOR INTERIOR VERTICAL SECTION 3 HEAD -2XWOOD BUCK FLANGE FRAME SEE GLAZING 11 DETAILI EXTERIOR 5 \ INTERIOR VERTICAL SECTION 3 MEETING RAIL EXTERIOR SEE GLAZING INTERIOR DETAIL _\1 . T / O.A. WINDOW HEIGHT (ill v 1/4" MAX. SHIM SPACE I 4 4 PERIMETER CAULK BY OTHERS .. PRECAST SILL BY OTHERS VERTICAL SECTION SILL-PRECASTCONCRETE v n —eew".e 3 THREADS MIN. PENETRATION BEYOND STEEL STRUCTURE 1/4",MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 1 20 GA. MIN. STEEL STUD FRAMING BY OTHERS 10 SELF -TAPPING SCREW INSTALLATION ANCHOR SHEATHING BY OTHERS v EXTERIOR FINISH J .::: 3A SO EXTERIOR BY OTHERS PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH HORIZONTAL SECTION 3 JAMB -STEELSTUDFRAME FLANGE FRAME 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL I to/ 11/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS i 1X WOOD BUCK OPTIONAL BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 11/8" MIN EDGE DITfSTANCE 10 3a EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH Q HORIZONTAL SECTION 3 -JAMB -1XBUCK/CONCRETE/MASONRY FLANGE FRAME e CRCIr-T P.O. BOX 826 A=OMS. MS 39649 PH: 601-684.6121 FX: 601-783.3188 co w Nag $ W d m x w Q i5 V) c c o: p.Lu m It a M m M m n w FQ p N H a v c muip d a0 V) Z O ZO p W w a p L: am m zLL J F f = T Q Z p u RF014 T: 3 OF_5 9 J P CAULK BETWEEN CONCRETE/ MASONRY A 2X 1/4" MAX. CROr-T WOOD BUCK BY OTHERS SHIM SPACE" Y CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK P.O. Box 825 BY OTHERS M=MB; MS 39549 8 WOOD SCREW 11/2" MIN. EMBEDMENT INTERIOR PH: 501-584.6121 Fx: 501-783-3188 INSTALLATION ANCHOR 3/4" MIN 20 GA. MIN. STEEL STUD m EDGE DISTANCE FRAMING BY OTHERS ". 1" X 2" WOOD STOP • , z < u 4 SEE GLAZING 3 THREADS MIN. = fio 3 EXTERIOR FINISH 1/4" MAX DETAIL 1 STEEL E Z m8PENETRATIONBEYONDw BY OTHERS SHIM SPACE STRUCTURE n ajZQ m10SELFTAPPINGSCREWZamHHPERIMETERCAULKIBINSTALLATIONANCHOR °' O.A. WINDOW BY OTHERS 10 SHEATHING w -6 w S < a HEIGHT SEE GLAZING EXTERIOR 10 B BY OTHERS hw' Q w CO wm 1 DETAIL 2 EXTERIOR FINISH i m 1 BY OTHERS EXTERIOR INTERIOR O.A. WINDOW PERIMETER CAULK QWIDTHBYOTHERSa a E VERTICAL SECTION G HORIZONTAL SECTION m HEAD -2XWOOD BUCK ( JAMB -STEEL STUD FRAME ZFINFRAME - 36" X 72" UNIT - FIN FRAME.48" K 72" UNIT I 5/8" O.A. INSULATED GLASS Z 1/2" MINLASS \ w BITELuw EXTERIOR INTERIOR ' f SEE GLAZING DETAILI 7 10 \ O. A. 1/4" MAX. SILICONE BEDDING / NOTEa G WINDOW122B SHIM SPACE LASS THICKNESS AND TYPE O HEIGHT MAY VARY PER ASTM E GLAZING DETAIL 1 GLA55 CHART REQ IREMENTS .`,e 3/ 4" MIN. EDGE DISTANCE i...... AND REQUIREMENTS SET FORTH O w,ll L0> 1/2" O.A. INSULATED GLASS IN THE CURRENT FLORIDA g BUILDING CODE. u PERIMETER CAULK BY OTHERS / ) Uj EXTERIOR FINISH 1/4" MIN. GLASS .L •., BY OTHERS .... CAULK BETWEEN BITE i y 0 10 WOOD SCREW CONCRETE/ MASONRY A 2X ' i * P¢ %, INSTALLATION ANCHOR WOOD BUCK BY OTHERS 16 1m j 11/2" A4IN. CONCRETE/ MASONRY m m 2X WOOD BUCK BY OTHERS EMBEDMENT BY OTHERS do co* _ = lui 6Z F VERTICAL SECTION O u SILICONE BEDDING / DWG #: qSILL -2xWOOD BUCK CRF014 FINFRAME -a8"x7z"UNIT GLAZING DETAIL SHEET: 4 OF 5 i I BILL OF MATERIAL ITEM # DESCRIPTION MATERIAL MANUFACTURER IA FRAME HEAD - FLANGE 6063-T5 ALUMINUM CROFT, LLC IB FRAME HEAD - FIN 6063-T5 ALUMINUM CROFT, LLC 2A FRAME SILL -FLANGE 6063-T5 ALUMINUM CROFT, LLC 28 FRAME SILL - FIN 6063-T5 ALUMINUM CROFT, LLC 3A FRAME JAMB (LH) - FLANGE 6063-T5 ALUMINUM CROFT, LLC 38 FRAME JAMB (LH) - FIN 6063-T5 ALUMINUM CROFT, LLC 4A FRAME JAMB (RH) - FLANGE 6063-T5 ALUMINUM CROFT, LLC 48 FRAME JAMB (RH) - FIN 6063-T5 ALUMINUM CROFT, LLC 5 MEETING RAIL 6063-T5 ALUMINUM CROFT, LLC 6 VENT HEAD 6063-T5 ALUMINUM CROFT, LLC 7 VENT SILL 6063-T5 ALUMINUM CROFT, LLC 8 VENT JAMB 6063-T5 ALUMINUM CROFT, LLC 9 VENT STOP 6063-T5 ALUMINUM CROFT, LLC 10 GLAZING BEAD RIGID PVC CROFT, LLC 11 CAM LOCK CROFT, LLC 12 PIVOT BAR CROFT, LLC 13 BALANCE ASSEMBLY CROFT, LLC 14 VINYL SEAL CROFT, LLC 15 WOOLPILE CROFT, LLC 3A 4A FRAME JAMB (LH/RH) - FLANGE 3B FRAME JAMB (LH) - FIN 6063-T5 AL. 6063-T5 AL. TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" 2.649" --{ L6'I1.-- f-2.102" O6063-fT5AL. D TYPICAL WALL THICKNESS:.050" I I---0.935" 1.E VENT SILL 6063-T5 AL. TYPICAL WALL THICKNESS:.050" 1.58t 5" LF--- 1.404" Ilvl li i FRAME HEAD - FLANGE CROFT lA IB 6063-T5 PLEAD -FIN , 6063-T5 AL. TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" P.O. BOX 826 MCCOMB, M5 39649 PH: 601.684.6121 FX: 601-783.3180 tj 1 Z#P T 1.315" 1.863" 98 S 19 m J a aWu m m kb m < a N m H< m FRAME SILL - FLANGE FRAME SILL - FIN W o z 2A 6063-T5 AL. Zg 6063-T5 AL. iu N Z TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS; .050" ui as cm1. 839" 1.838" 1. 906" m 2. 453" (f') 0 H o 4B FRAME JAMB (RH) - FIN O MEETING RAIL H 6063- T5 AL. 6063-T5 AL. TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.0501, LU w o 2. 649"-1---+j 0. 912" 1. 776" 1.E O OVENT JAMB 1Q GLAZING BEAD r T p L 6063- T5 AL. RIGID PVC z # TYPICAL WALL THICKNESS:.050" LL+ ~p 0. 923" 'Cy ' • 1 . 0. 501" Lu 0. 855"I o ooN Y,LL < F i = 2 vZ 000V) DWG #: CRF014 SHEET: 5 OF 5