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Home My WebLink About116 Anthony Dr; 17-2191; GARAGE DOOR AND FRAMECople, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 2017 %`_ 19 Application No: p. L. Documented Construction Value: $ 1800.00 Job Address: 116 Anthony Drive Sanford, FL 32773 Historic District: Yes No X Parcel ID: 10-20-30-501-0000-0600 Residential X Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: Replacement of existing garage door, garage door opener and wood framing. Plan Review Contact Person: Michael Hogan Title: Installer Phone:386-748-8467 Fax: Email: Property Owner Information Name Diaz Freddy & Santa Phone: 407-520-74,43 Street: 116 Anthonyrive Resident. ofproperty'? Y City, State Zip: Sanford, FL 32773 Contractor Information Name Alvaro Posada Jr. Phone: 305-441-9998 Street: 909 Vicksburg St #142 Fax: City, State Zip: State License No.: CGC1522038 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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: 5" Edition (2014) Florida Building Code , 1 Revised: June 30, 2015 Permit Application 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 be done in compliance with all applicable laws regulating constructs o Signature of Owner/ gent-J Date Owner/Agent is Personally Known to Me or Produced ID (,- Type of ID FK rrv t G'G 741m acl,rrAgent Date Print Contractor/Agent's Name all work will Signature of Notary -State of Florida t Y Pis, DEBBIE BLANTON MY COMMISSION # F 178648 a EXPIRES: February 25. 2019 pF 4Q' Bonded Thru Notary Public Undcmriters Contractor/Agent is Personally Known to Me or Produced ID Type of ID FN , BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: SC %- ZJ t 1 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BF# %-I Zl`t BUILIDING PERMIT Min Maxi Ins ection 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 Buildiniz (Other) Address: i //_ L.x*..-r TQ ELECT.RICAL PERM IT Min Maxi ICns ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final a w u:. p44v{ S` „ )±•": s F..t TW_. .ua.%}..i:f..:.yii'"..tri+ Inspection Descri LionMinMax Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANIC AL.1P E RM I'I' Min Maxi Insl2ection Descri tion Mechanical Rough Mechanical Final jq Min Maxi Inns ection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 Billed To Freddi Diaz 116 Anthony Drive Sanford, FL 32773 Estimate Date 07/13/2017 JCS Garage Door Service LLC PO BOX 950146 407-995-6551 Lake Mary, Florida 32795 United States Estimate Number 0000080 Estimate Total (USD) 11800.00 Existing fiberglass door to be removed and hauled away. Installing one new hurricane rated steel door . Replacing existing frame work with pressure treated 2x6 and concrete anchors to bring to code. Replacing existing punched angle iron back hangs with secure brackets. Completing one fresh install of a garage door opener with supplied two remotes and a keyless keypad. All work to be completed by JCS Garage Doors, permit will be pulled by Epic Construction with the City Of Sanford. Description Rate Qty , Line Total Garage Door $1,060.03 1 $1,060.03 9x7 CHI 2250 Hollow Back 120 MPH Almond 15 inch radius Door framing $99.99 1 $99.99 Concrete anchors bucks and spring pad Garage Door Opener $199.99 1 $199.99 Lift Master 8365 7Fr Chain 2 remotes and keyless Labor $150.00 1 $150.00 Opener installation Permit & Inspection Fee $289.99 1 $289.99 Permit for installation SITE COPY Supplemental Instructions Residential Pan Doors P oat 0 0 000 iSenes: oaad Higher wind pressures and larger doors require additional reinforcement. Premature failure of..door`system may result from improper application. CAUTION See chart in lower left corner of drawing sheet one for the approved wind pressures and door sizes. These supplemental instructions do not contain basic door installation steps and related safety information. WA N I N C Failure to follow basic installation steps and related safety information may result in.injury or death. Door installers must follow a primary instruction manual for basic door installation steps and related safety information. The correct selection of door and framing materials, in adherence with local building code directives, is the responsibility of the building owner/designer. Use of a reinforced garage door does not constitute automatic compliance with any building code. Local building code officials determine compliance criteria The percentages charted below reduce exposure B wind speeds from the lower left comer of page one of each drawing to approximate mph for mean roof heights H and exposures B, C, & D. REVIEWED FOR CODE COMPLIANCE A w 0 0 bA SHINIM1111=111=1 PLANEXAMINER 7 7 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE,CANCEL, ALTER .OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE tiC q FO Cn % opyright2015 C.H.I.Overhead Doors R 1v1EN 17-2191 FL 15012R 2 John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 TXPE 56308, F-2203 page 1 of 2 Anchor: rIW Tapcon or Tapcon LDTor Simpson Strong-TTm keep each area ekar of 11W Ramset/ Redhead Te n,1/4"diameter, minimum 3.5"lon with washer drat conforms m ANSI B182-1 B. any back jamb Pco 8 tYPe attachment far-- ITW Ramset/ Redhead Large Diameter Topton. 3/8" diameter, minimum 4" long with washer that conforms to ANSI B 1822.1 type B. Simpson Titen HD. 3/8" diameter, minimum 4" long with washer that conforms to ANSI B18221 type B. T Simpson Wedge -All, 3/8" diameter, minimum 4" long with washer that conforms toANSI B1822.1 type B. 8' When applying back jambs over dry wall or other non structural wall covering, use longer fasteners to insure minimum embedment required 1 This than applies to wood species with specific gravity greater than or equal to 0.42 ind uding spruce pine fir (SPF) and southern pine (SP). See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers may be 10%smaller when Southern Pine is used. See chart for minimum edge distant required Lowest anchor to be greater thaw the minim= edge distance up from the floor and less than 10-inches from the floor. FASTENER SPACING (Inches) - 2500 psi concrete Rllad C-U Simpson ITW Tao _.. Strong -Tie DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSFI 4" 3 8" 3 8 3 8 3 8 14psf 17psf 2 sf 24ps 24 24 24 24 24 22'-9 18'-9 15'-31 IT-3 ILL -4 9'-11 8'-10 7' 21 T-3 6-7 6'-0 5'-6 5'-0 4-7 4-3 T-11 n/a n/a 22 24 24 24 24 24-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 T-0 6-4 5'-10 5-4 4' 21 4'-6 4'-2 n/a n/a 20 24 24 24 16 26-6 21'-9 18'-6 15'-5 IT-3 11'-7 10'-3 9-3 8'-5 7'-8 7'-0 6'-4 5'-10 5'-4 VAL 4'-6 4'-3 T-11E1182422241628'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-S 7-7 6'-11 6-S 5'-10 5'-0 4'-11 4'-7 4'-4 17 24 20 24 16 31'-9 26'-2 22-3 18-6 15'-10 IT-10 IT-4 11'-1 10'-1 9-3 8'-4 7'-8 7'-0 6'-5 S'-11 5'-5 5'-1 4'-9 15 24 18 24 16 34'-3 28'-2 24'-0 20'-O 17'-1 15'-0 13'-4 IT-0 10'-30 10'-0 9'-0 8'-3 T-7 6'-11 6-4 5'-11 5-6 5'-1 1S 24 17 26 16 36'-3 29'-10 25'-4 21%2 18'4 15'-10 14'-1 12'-8 11'-6 30'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-30 5'-5 22 13 24 1 16 16 8 n/a 32-3 27'-S 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 I II' S 10'-4 9'-5 8'-8 - 7'41 T-3 6'-9 6'-3 S'-10 21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-11 9'-1 1 8'-4 7'-8 7'-1 6'-7 6'-2 19 12 24 14 16 8- n/a n/a 31'-4 26'-1 22'-5 19'-7 15'-8 14'-3 IT-0 11'-10 10'-9 9'-11 9'-1 8'-4 7'-8 7'-2 6'-8 16 10 24 12 16 8 n a n/a 36'-0 30'-0 25'-8 22'-6 18'-0 IVA 15'-0 IT-7 12'-4 11'-5 30'-5 9'-7 8'-10 8'-3 7'-8 16 30 24 11 B 8 n/a n/a n/a 31'-9 27'-2 23-9 19'-0 17'-3 I5'-10 14'd 13'-1 12'-1 11'-0 10'-1 9'-4 8'-9 8'-2 14 8 24 10 8 8 n/ aFn/a n/a 35'-9 30'-8 26'-10 21'-5 19'-6 1T-10 16'-2 14'-9 IT-7 12'-5 11'-5 10'-7 9'-10 9'-2 12 7 20 9 8 8 n/a n/a n/a n/a 30'-1124'-8q 22'-5 20'-7 18'-8 17'-0 35'-8 14'-4 13'-2 12'-2 li'-0 10'-7 11 7 20 8 8 8 n/a n/a n/a n/a 31'-1025'-6 23'-2 21'-3 19'-2 17'-7 16%2 14'-9 IT-7 12'-7 11'-8 10'-11 10 6 17 7 8 n/a n/a n a n/a n/a n/a 28'-9 26'-2 24'-0 21'-8 19'-10 18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 9 n/a 16 6 8 n/a n/a n/a n/a n/a n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 IT-9 8 n/a 13 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23'-6 21'-6 19'-9 18'-3 17'-0 15'-11 n/a n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a - n/a n/a n/a is a 32-0 29'-7 27'-3 24'-10 22'-30 21'-2 19'-8 18'-5 2500 psi concrete Filled CMU 14psf 20psf 24psf 28psf 32pd 36psf 40psf 44psf 48psf 53psf 58ps1 63psf 69psf I 75psf S2psf 87psf 93psf ITW Tapcon 17W LDT We,m DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) RU Alt 1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER 1.75" 1.75" 2.5" a5" 4" 2.68" EMBEDMENT LENGTH 1.1/8' 7/8" 1-1 2" 1" 1' 1-1/8" WASHERMANIfTER ' 2-1/2 2-1/2' 3" 3" 4" EDGE DISTANCE S089 3194 1 859R 1375 48011 340R FASTENER LOAD CAPACITY Manufactiirets installation instructions must be followed - Maximum spacing shown in chart Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". Load per jamb = 0.5 x door width x max positive pressure x door height. 8" CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. CMU fastener spacing distance may vary+/-1". C 3' I IBghestanchorinscalled at lean as high as door opening. Anchors to be evenly spaced between the header and the floor. 2x6 structural grade lumber. May be counterbored up to 3/8" deep at each anchor location to provide a flush mounting surface. First anchor to start at an more than half the fastener spacing disunce and no less than the minimum edge distance. Supporting muctural ekments shall be designed by a registered professional engineer for wind bads in addition to other bads. This draping does not address thejambhsn8 design, but only door enactment, Jambhra8 coustr ction'is shown only for illustration purposes The building designer is responsible for ensuring that the jambhvall is sufficient to wry• the door live and static loads This draping does net address due spring pad eomections. Registered professional engineer may approved an aln7native design. OOO ne $oULJMM o0o C3OO on2_18-2015 Back Jamb Attachment Detail. Concrete Anchois Professional Engineer's sea] provided only for verification of whooad construction details. I C.H.J. Drawing: BJA- 10 11 Rev: 07 John E. Scares, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. p 51737 TATE 56308. F-2203 Self tapping screws (with steel) Screw. l/4" die x 3/4" self mpping screw; muss conform to ANSI/ASME B182.1. USE 9/t6" X67 steel Jambs; allowable bad per staew-444 Ins. track Allowable bad per crew; 12 gauge - 20916s,14 gauge - 143 Its. and l6 gauge-1101bs DASHERIF optional Washer.9116"O.D. minimum; man conform m ANSI BI822.1 A. wAS1JERIF bracket or 1 revers Washer not urted if fastener head has minimum 9116" outside diameter. an g IS LESS continuous Lowest fasten not within 10-inches oftbe floor 9/16" DIAMETER gle Meximam spacing shown in chart. Lesser stating may be used to amid interference with door component system. Add holes m continuous angle as required to satisfy fastener spacing in these charts. These chuts do rot address spring pad mnamdow m the building. Land per jamb - OS x door width x max positive pressure x door height scams, srREws scrtEws WE— DOOR WIDTH (feet and inches) at a riven DESIGN PRESSURE IPSFI ATTACHMENT SPAONG inches) John F- Scales, P.F- 3121 Fairgate Drive Carrollton, Terns 75007 Florida P.E. 8 51737 TXPE 56308. F-2203 i'-10 6'-5 3'-5 7'-9 1'-11 8'-2 L1'-9 9'-8 l3'-5 11'-1 l4'-1 12'-3 L5'-8 12'-1: t0'-5 16'-9 t2'-4 18'-5 L4'-6 20'-2 11'-5 n/a 1/2 1/2 T/a n/a T/a i/a 4/a 15'-8 13'-0 11'-2 9'-9 8'-8 7'-10 7'-1 17'-1 14'-3 12'-3 30'-8 9'-6 8'-6 7'-9 20'-1 17'-5 14'-1113'-0 11'-7 10'-5 9'-6 22'- 0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 28% 7 23'-1 20'-5 17'-1 15'-1 14'-3 13'-0 33'- 3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 41'- 9 34'-1 29'-30 26'-1 23'-2 20'-1 19'-0 n/ a 39'-9 34'-0 29'-9 26'-6 23'-1 21'-8 n/ a n/a 36'-4 31%9 28'-3 25'-5 23%1 n/ a n/a n/a 36'-8 32'-7 29'-4 26'-8 n/ a n/a n/a n/a 35'-4 31'-9 28'-21 n/ a n/a n/a n/a n/a n/a n/a DOOR WIDTH (feet and inches) at a riven DESIGN PRESSURE track bracket or continuous angle 100" x 1" fillet welds Welds performed by a certified Welder or inspected by s certified Welding Inspector to verify integrity of welds. 12 gauge or i%" steel Jambs; allowable bad per weld- 1,272 lbs. Use all neeessvy precataiom when welding galvanbed steel. Welds to be evenly spaced berween header and Door. Lowest weld m be within 10-inches of the floor Yanimum of 3 welds per jamb required. Fillet welds to have a straight or convex face surface. Tads weld toe of angle at same spacing to pevem rotation of track angle. Cracim and blemishes shall be ground to a smooth cmw= and checked to ensure, roundness. These charts do not address spring pad connections to the building. Load per j;hmb - OS x door width x max positive preswae x door beigbs 5 10'-6 9'-7 8'-10 8'-2 0 13'-3 12'-1 11'-1 10'-3 5 15'-1 13'-9 12'-8 11'-9 6 16'-1 14'-8 13%6 12'-6 2 18'-7 17'-0 15'-7 14'-5 1 20'-2 18'-5 16'-21 15'-8 1 30'-3 27'-7 25'-5 23'-6 a n/a 31'-7 29'-0 26'-1', of wirdtoad construction details. reverse angle 100" x I" long fillet weld E60. 17C ElEcacdes Min). Weld to be located vertically on angle at spacing specified in chart and tack weld me of angle or tack bracket at — spacing. Ahamdm design my be appmvd b/ a Licensed pefessiona engiuees. Supporting structural elerrcrus dull be designed by a licensed pofes6-1 engnets for wind bads in addition m other Iwds This drawing does not address thejamblsatl design, but only door aoachmrnt. Ja W-11 c nouxtion is shown only for illustration proposes The building designer is respomibk for ensuring that thejambl-11 is sumciemu cam- tr door liw ad ststic tads. top fixture I end stile 7' 3B 2 end hinge 4A 2 bottom fixture 9'-0" (see notes for other widths) —. OptionalLites 3B intermediate see window op[ions) / ' age 11-1 V/ , /'/0' strut attachment strut This door has been evaluated in accordance with ASTM E 330-02 and ANSIMASMA 108-02 and 108-05. Supporting stmettaal elements to be designed by ngistered pmfessional engineer for specified wind loads. If door is not electrically operated, a lock most be installed. _ Maximum door height 2V.O" Maximum section height 21" John E. Scates, P.E. Pa ASCE 7. 10, Design pressures (DP) typically meet or exceed the requirements for the following wind speeds. 3121 Fairgate Drive These exposure "B" wind speeds ere for 7' high doors on 30'tall buildings. Carrollton, Texas 75007 Width Design pressure Winds Win dowsndows CenterStiles Florida P.E. N 51737 09'-06" 208 /-23.5 s 14 m h YES 1 09'-W 232 /-26.2 15 m YES 1 OT-06" 24.6( /-27.7( 1 m ) YES 1 O8'.00" 26.1 ( /-29.5 16 m ) YES I OT-06' 278 f)/-31.4 s 16 m ) YES 1 07'-00" 293 /-33.7(s 174(m YES 1 W-W' 34& f)/-39.3(s 18 m ) YES 1 swe quanusy is 4 Professional Engineer's seal provif IC 2 nag bracket 1B 2 tack backer for verification of windload construction details Window Options 1/8" DSB 1/4" Tempered Glass 1/4" Polycarbonate 7/16" Insulated Glass 7/16" Tempered Insulted Glass Max daylight opening 39.3/9 x 12-VT B 2'g door height 6'-6" to T-O" 4 3 2 7'-6" m 8'-0" 5 4 3 8'-3" to 8'.9" 5 4 3 9'-0" to 10'S" 6 5 4 10'-9" to 12'-3" 7 6 5 12'-6" m 14'-0" 8 7 6 14'-3" to 15-9" 9 8 7 164" to ITb" 10 9 8 IT-9" to 19'-3" 11 10 9 19'.6" to NT-O" 12 11 10 hack braeket quantities shown ere for use with grade 2 or bean sp—pine-fu SPF) or southem pine jambs. Supplemental Instructions contain derails for doors up to 20'-0" high. These are requh addition in this drawing for installation. At use supplemental instructions in addition to FASTENER SPACING 2500 psi concrete Simpson ITW Tapcon Strong- rot 3/8" 1/4" 3/8" Wedge- All 24 36 24 24 36 22 24 36 20 24 36 18 24 36 16 22 34 15 21 32 14 19 30 13 17 26 11 15 24 10 13 20 8 10 16 n/a 9 14 n/a 8 1 12 1 n/a ITW Tapcon Simpson Strong - Tie 1/4" 3/811 3/811 1.75" 2.5" 2.68" 2.5" 3" 4" 508# 764# 1 340# Anchor. r11V Tapcon or Tapcon LDT or Simpson Strong -Tie Wedge -All ITW Ramset/Redhead Tapcon, 114" diameter, 2" long (minimum) ITW Ramset/Redhead Large Diameter Tapcon, 3/8" diameter, 2-3/4" long (minimum) Simpson Wedge -All; 3/8" diameter x 2" long (minimum). Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specked on the door drawing. 1 ' Add track brackets as required to satisfy fastener spacing in Ihcx charts. Maximum spacing shown in chart. Lesser spacing may be used to avoid interference with door hardware and or fastening system, but not less than 6". See chart for minimum edge distance required. Concrete walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads. Load per jamb = 0.5 x door width x max positive pressure x door height. Manufacturces installation instructions must be followed DOOR WIDTH (feet and inchesi at a eiven DESIGN PRESSURE IPSF) 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 26'-5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4 32'-4 26'-8 22'-8 18'-1016'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 n/a 31'-8 26'-1122'-5 19'-3 16'-1014'-1113'-5 12'-3 31'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 n/a 35'-1130'-6 25'-5 21'-9 19'-1 16'-1115'-3 13'-1012'-8 31'-6 10'-6 9'-8 8'-10 8'-1 7'-6 7'-0 6'-6 n/a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 30'-2 9'-4 8'-8 8'-1 7'-6 n/a n/a n/a 31'-9 27'-3 23'-30 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 n/a n/a n/a n/a 32'-8 28'-7 25'-5 22'-1120'-1019'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-30 n/a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 n/a n/a n/a n/a n/a n/a n/a 32'-8 29'-9 27-3 24'-8 22'-6 20'-9 18'-1117,-5 16'-2 15,-0 14'-0 n/a I n/a in/a In/a n/a 1 n/a 1 n/a I n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) FASTENER DIAMETER EMBEDMENT LENGTH EDGE DISTANCE FASTENER LOAD CAPACITY John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida PE. # 51737 TXPE 56308, F-2203 Professional Engineces seal provided only for verification Supporting structural ekneats shall be designed by a ngistered professio..I mgineer for wind bads in addition to other kads This drawing does not address the wa11 design,but only door atrachmmr. Wall construction is ahmsv only for illustration oses. purpThe building designer is responsible for ensuring that the wall is sufficient to carry the door fire and static bads Tbis drawing does not address the spring pad mavectioro. Registered professional mgioeer nay approved as ahernati- design.