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HomeMy WebLinkAbout616 E 7 StNOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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 construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID IVV Signature of Contractor/Agent Date h fin oe, Print ntractor/Agent's Name ai-, ,,'I i hz m `XMITE SCOTT Laic gMy Pok - SM a1 Florida My Coate hoM Jan 16. 2018 Como%" 0 FF 071760 eet dfetnuehttalorolNotary Assn. Contractor/Agent is Personally. Known to Me or Produced ID Type of ID L----- i BELOW IS FOR OFFICE USE ONLY Permits Required: Building 14 Electrical Mechanical Plumbing Construction Type: Total Sq Ft of Bldg: Occupancy Use: t. Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: clo- UTILITIES: COMMENTS: ENGINEERING: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: S: t -39-r7 Ok to install 9'-11" x 16' (158.56 sf) carport as shown on plan. Carport meets Schedule F regulations and Schedule C area and dimensions regulations. Revised: June 30, 2015 Permit Application IVE LP 22016 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: —112-0 / "1 LP_ I hereby name and appoint: _ , 1Qi\40, an agent of: V -z rI1 n Cqri 5++((.{C-1 on 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): O The specific permit and application for work located at: 1(p 9- -1' S+. 5,an•Fzrti , 1= L Street Address) Expiration Date for This Limited Power of Attorney: P -13110-01(p License Holder Name: M i C,4/\ Cie, 1 3 - StateState License Number: b --b C' Signature of License Holder: STATE OF FLORIDA COUNTY OF TM V1 The foregoing instrument was acknowledged before me this SIS' day of J — 101&, by I Ciei K&IIti who is i ersonally known as tome or v -,(who has produced H01-011 D Over LI Guise identification and who did (did not tak an oath. C,e , S e Signature / N Notary Seat) Print or type name 5. uwk-h-e 0+6L yRev. 08.12) Notary Public - State of Commission No. pF a 1 c0 3 2 - My Commission Expires:2-11 "Zot Nary public state d Ftatda Sym a7 Fi 019M ae07n71"17 Revision Q/ VE' Response to Comment JAN z 6 2017 BY;Z 1 Permit # I Submittal Date Project Address: i2 i I Contact: Ph: Fax: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDj, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2604 Date: January 6, 2017 Contact Person: Contact Fax Number: Contact E-mail Address: blessed(-,lovetennis.us Project Description: Carport Job Address: 616 E 7t' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 2"d Plan Review Comments: ORIGINAL COMMENT 1. The signed/sealed engineered plans state the roof trusses are pre-engineered trusses. Please submit two (2) copies of truss engineering and a truss layout from the truss manufacturer. If the trusses are not pre-engineered, please provide two copies of detailed conventionally framed truss drawings, signed and sealed from the design professional who signed/sealed the plans. Truss drawings shall indicate the size of all framing members and all connection details. FBC 107 2ND REVIEW COMMENT This comment has been partially answered. A truss layout showing the location of the trusses is required to be provided from the truss manufacturer. The truss layout shown on the plans needs to match the layout provided by the truss manufacturer. If it doesn't, the truss layout on the plans needs to be revised. FBC 107 ORIGINAL COMMENT 2. The plans indicate the carport will have a metal roof installed. Please provide two (2) copies of Florida Product Approval and complete installation instructions for the metal roof and the roof underlayment. FBC 107 2nd REVIEW COMMENT You submitted a UL certification, which includes many manufacturers. This is not Florida Product Approval. Florida Product Approval is specific to the manufacturer of the product you are installing. Florida Product Approval can be found at www.floridabuilding.or . The Installation Instructions are printed off of the Florida Product Approval. Verify the substrate (plywood decking) required by the Florida Product Approval matches what is shown on the plans. Most metal roofs require a 5/8" minimum decking. The plans call for 1/2" plywood decking. FBC 107 1- Revision Response to Comments z 0 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # (0 ' L? ®`f' Submittal Date c ' I(40 Project Address: E— Contact• Ph: —7 S • Q Fax: Email: ??[-e e-l % (i • ..5 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department General description of revision: ROUTING INFORMATION Approvals Ff Utilities Waste Water Planning Engineering Fire Prevention Building DEC 2 9 2016 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2604 Date: October 17, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: blessed(a,lovetennis.us Project Description: Carport Job Address: 616 E 7" Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The signed/sealed engineered plans state the roof trusses are pre-engineered trusses. Please submit two 2) copies of truss engineering and a truss layout from the truss manufacturer. If the trusses are not pre- engineered, please provide two copies of detailed conventionally framed truss drawings, signed and sealed from the design professional who signed/sealed the plans. Truss drawings shall indicate the size of all framing members and all connection details. FBC 107 2. The plans indicate the carport will have a metal roof installed. Please provide two (2) copies of Florida Product Approval and complete installation instructions for the metal roof and the roof underlayment. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner REQUIRED INSPECTION SEQUENCE BP# It. - 7-eOO H Address: OUILD.ING .PE'RMIT Min max Ins estio n Descri ti®nn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls vZ 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) REVISED: June 2014 Lam. 1JL Li i.L .LO"`l.. A.L .LL. .LJ 3 ,L'.:L Min Max Ins estion Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1VI C Ia ,-L =P Izl iT Min Max Ins estion Description Mechanical Rough Mechanical Final min Max Insl2ection Descrition Gas Underground Gas Rough Gas Final F5 VKri:mpj- H4!fj 9-15 x 1 112 WOODGRIP wl ZAC HEAD & SEALING WASHER 1.5 Mechanical Lock-HVHZ*l 16" CV 7 2) #12-11 x 1" PANHEAD PER CLIP 15005C SLIDING CLIP 1.0 Nail Strip*' Irk, F., vEQ ENTRE 1,t;:)F "ECK to 21 cm..Psc 4 . A? 2 1 C 15/32- PLYWOOD W/ CRACE ICE & WAIIER SHIELD ovcR ENTIRE ROOF DECK Rib Panel 26GA -Non HVHZ*l11jilIllf , rF!jff1B0vvoep, A , TYPEA rASTENER PATTERN Af__24`,_, A 19" 9-15 x 1 1/2" WOOOGRIP/ SFAUNC WASHER Uff-a FASTENER PATTERN AT 12" Q.L. 1 1/2' • a 1/2- 1 Ss1 V f N\- 1'\4 -------------- Install detoil drawings by Terrence Wolfe, P.E. 9- 15 x 1 1/2" WOODCRIP W1 SEALING WASHER E G E I V JAN 2 6 2017 U,A Snap Lock -HVHZ*1 16" 2) #12-11 x 1" PANCAKE TYPE A PER CUP 1500SNS FIXED CLIP Snap Lock Aluminum -Non HVHZ*2 16" 1I 1 1/2" j 16" Coverage (2) #12-11 x 1' PH screws per clip w 0.5" bead of TiteBond WeatherMaster Metal Roof Sealant along seam Install Detail provided by PRI Construction Materials Technologies ca s+rrrrrrlr, p. Bob% rte' NNk'. e a • STATE OF 0 NeicA:• Locke Bowden, P.E. Metal Roof Factory FL 11847 9450 Alysbury Place 599 Gus Hipp Blvd. Montgomery, Al -36117 Rockledge, FL 32955 Quality Assurance Program: Keystone Certifications Category: Roofing Sub -Category: Metal Roofing Code: FBC 2014 51h ed.; Method 1-D Sections: 1504.3.2, 1506.6; 1507.4; 1518.9, 1523.6.5.2.4 Description Substrate Design Uplift Pressure" Fasteners 0 e5%U Cr 15/32" APA plywood 108.5 psf" 3/8" tall rib Corrosion resistant:, 24" coverage for Non HVHZ. fastening panel rib Thru fastened 9-15 WoodZac w/Zac Head with sealing 50 ksi For Reroofing HVHZ @12"o.c. washer or approved equal Non Structural additional 15/32" APA X" min. penetration through plywood HVHZ plywood over existing. 156.5 psf' Min. slope 2:12; Lap sealant must be used For HVHZ use 19/32" fastening panel rib for slopes less than 3:12. Fire APA plywood for new @ 6" o.c. classification not part of this acceptance. construction. All installs Use RAS 133 for HVHZ. Over supports fastening max spacing 24"o.c. Designed in compliance with FBC 2014 2 1.5 Mechanical Lock ' Fasten with steel slider 59.75 psf " 1-1/2" rib Corrosion resistant; (2) #12-11 Pancake Standing Seam clips into 15/32" APA Clip spacing 24" o.c. 1800 seam type A 24GA plywood decking for 2 fasteners per clip double lock Corrosion resistant; 15005C, 1-1/2 sliding 16" width Non HVHZ. For w/mechanical clip assembly, two piece slider 50 ksi Reroofing HVHZ 123.5 psf " Beamer Top-22GA galvanized steel HVHZ additional 15/32" APA Clip spacing 6"o.c. Base-16GA galvanized steel plywood over existing. 2 clips per fastener min. penetration through plywood For HVHZ use 19/32" Min. slope 2:12; Lap sealant must be used APA plywood for new for slopes less than 3:12 construction. All installs Fire classification not part of this over supports spaced acceptance. Use RAS 133 for HVHZ. max. 24" o.c. 3 1.0 Naiistrip Thru fastened into min 59.75psf `Panel slot Y."male rib- Corrosion resistant; through panel slot (1) 24GA 15/32" APA plywood fastening: 16"o.c. slotted nail 10-13 GP Pancake Type A 16" width decking over supports strip snap In Panel slot 50 ksi with max spacing 24" 101.Opsf "Panel lock 2)#10-11 eclipse head Type A in the Non Structural O.C. slot fastening 6- Panel Pan Non-HVHZ 3/4" o.c. 10-12 Type A PH @ 6-3/4"o.c. (see details) 153.Spsf " Panel Y." min. penetration through plywood slot fastening: 6- Min. slope 2:12; Lap sealant must be used 3/4" o.c. @12"o.c. for slopes less than 3:12 Panel Pan fastening Approved fire barrier. Fire classification 6-3/4" @12"o.c. not part of this acceptance. 4 Rib Thru fastened into 69.25p5f"@24"o.c. Y4" rib height Corrosion resistant; thru fastened 26GA 15/32" APA plywood Fasten 9"-9"-9"-9" Thru fastened 9-15 HWH WoodGrip with sealing 36" coverage decking over supports washer 80 ksi with max. spacing 24" 146 psf *@ 12"o.c. W penetration through plywood Non Structural O.C. Fasten 6.5"-2.5"- substrate Non-HVHZ 6.5"-2.5"-6.5"-2,5"- Min. slope 2:12; Lap sealant must be used 6.5" for slopes less than 3:12 Approved fire barrier. Fire classification not part of this acceptance. ECOW JAN 2 6 2017 S 1.5 Snap Lock 15/32" APA Plywood 86 psf @ 24"o.c.* 1.5 rib height Corrosion resistant: 16" width For Non HVHZ. 108 psf @ 12"o.c.* standing Fastener #12-11 (2) fasteners per clip 50 ksi For Reroofing HVHZ 116 psf @ 6" o.c.* seam snap Pancake Head Type A. Clips: 1500SNS, Non Structural additional 15/32" APA lock with clips 1-1/2" sliding clip assembly. 1/4" min HVHZ plywood over existing. penetration through plywood substrate For HVHZ use 19/32" Install per manufacturer details; HVHZ use APA plywood for new RAS 133 for compliance with FBC 2014 construction. All applications over supports with max. Spacing of 24" o.c. 1.5 Snap Lock 15/32" APA plywood 45psf @ 16" o.c* 1.S"rib height Corrosion resistant: (2) #12-11 Pancake 032 AL new and existing 52 psf @ 6" o.c.* Standing Head fasteners per clip. Clip: 18Ga 23 ksi min construction over seam snap Stainless steeLY. penetration through 16" Coverage supports attached with lock with clips plywood substrate .Install per Non Structural 8x2" woodscrews with manufacturer details. Panel Perimeter: Non HVHZ max. spacing 24" o.c. Use 0.5" bead Titebond- WeatherMaster sealant along seam Pressures includes safety factor=2.0 References Force Engineering & Testing (TST-5328) #234-0063T-07 M-0 TAS 125-03 :UL 580-941/1897-981 (20061/20042) Farabaugh Engineering and Testing (TST-1654) #T130-07 TAS 100-95 T215-08 TAS 100-95 PRI Construction Materials Technologies (TST-5878)#VLS-004-02-01 TAS 110-00 (ASTM G 155) (ASTM B 117) VLS-005-02-01 TAS 110-00 (ASTM G 155) (ASTM B 117) Force Engineering & Testing (TST-5328) #72-0313T-06 TAS 125-03 :UL 580-94'/1897-982 (2006'/2004') Farabaugh Engineering and Testing (TST-1654) #T357-07 TAS 100-95 PRI Construction Materials Technologies (TST-5878)#VLS-004-02-01 TAS 110-00 (ASTM G 155) (ASTM B 117) VLS-005-02-01 TAS 110-00 (ASTM G 155) (ASTM B 117) Force Engineering & Testing (TST-5328) #72-0314T UL 580-94'/1897-982 (20061/20042) Farabaugh Engineering and Testing (TST-1654) #T358-07 TAS 100-95 PRI Construction Materials Technologies(TST-5878)#VLS-004-02-01 TAS 110-00 (ASTM G 155)(ASTM B 117) VLS-005-02-01 TAS 110-00 (ASTM G 155) (ASTM B 117) PRI Construction Material Technologies(TST5878) FMRP-002-02-01 UL 580-06 FMRP-002-02-01 UL 1897-04 PRI Construction Material Technologies (TST5878) FAE-009-02-01 UL 580-06 UL 1897-04 1. UL 580-941 test standard is equivalent to UL 580-061 teststandard. 2. UL 1897-981 test standard is equivalent to UL 1897-042 test standard Limitations: 1. Underlayment to be compliance with current Florida Building Code. 2. Minimum slope to be in compliance with Florida Building Code 2014, and in accordance with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3 4. Fire classification is not part of this acceptance. S. Shear diaphragm values are outside this report. 6. All support framing to be in compliance w/Florida Building Code 2014, Chapter 22 Steel, Chapter 23 Wood, Chapter 16 Structural Loading. 7. Engineer must evaluate the wall panel attachment to substrate for fastener pullout/pullover per AISI Specifications. B. This report does not imply warranty, installation, recommended product use outside of this report. Compliance Statement: These products herein evaluated by Locke Bowden, P.E. have demonstrated compliance with the Florida Building Code 2014 with referenced documents submitted. Certificate of Independence: Locke Bowden, P.E. does not have, not will acquire,a financial interes jvtahtlddkoppy*manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated or controlled by aryopar9rp"t1$ or distributing products under this report. aiSG u e'° " ° o'o o i, F.Srida ReMIgj 4Z44 Sl A f0 a ll/ltlttAP5ltt Page 1 of 3 RECORD COPY BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Search j Florida - Product Approval USER: Public User G J Product Approval Menu > Product or Application Search > Application List > Application Detail I¢ FL # FL11847-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 171 Product Manufacturer Metal Roof Factory Address/Phone/Email 599 Gus Hipp Blvd Rockledge, FL 32955 321) 632-8300 FLvalidation@yahoo.com Authorized Signature Thomas Bruckner FLvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email LDI/VG SAS FORD 16-2604 Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Locke Bowden the Evaluation Report Florida License PE -49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/04/2025 Validated By Zachary R. Priest, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL11847 R2 COI FL 11847 Metal Roof Factory ss.odf Referenced Standard and Year (of Standard) Standard TAS 100 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 1995 2003 2004 2006 1/30/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 06/04/2015 06/14/2015 06/21/2015 08/18/2015 Page 2 of 3 FL # Model, Number or Name Description 11847.1 5V Crimp 26 Ga. 5V Crimp Roof Panel over APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11847 R2 II Details Non-HVHZ and HVHZ ss.odf. Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-156.5PSF Evaluation Reports Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf FL11847 R2 AE FL 11847 Metal Roof Factory ss.pdf @ 6" o.c. fastener spacing. Install per manufacturers details. Created by Independent Third Party: Yes For use in HVHZ Zones in compliance with FBC 2014. 11847.2 Mechanical Lock 1 1/2" Mechanical Lock 24 Ga. 16" wide over APA Rated Installation Instructions Approved for use in HVHZ: No Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11847 R2 II Details Non-HVHZ and HVHZ ss.pdf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-123.5PSF Evaluation Reports Other: -59.75 psf @ 24" O.C. Clip Spacing. -123.5 psf @ 6" FL11847 R2 AE FL 11847 Metal Roof Factory ss.pdf Created by Independent Third Party: YesO.C. Clip Spacing. Install per manufacturers details. For use in HVHZ Zones in compliance with FBC 2014. 11847.3 Nail Strip 1" Nailstrip 24 Ga. 16" Wide over 15/32" APA Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11847 R2 II Details Non-HVHZ and HVHZ ss.pdf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-153.5PSF Evaluation Reports Other: -59.75 psf @ 16" O.C. fastener spacing in panel FL11847 R2 AE FL 11847 Metal Roof Factory ss.pdf Created by Independent Third Party: Yesslots. -101.0 psf @ 6 3/4" O.C. fastener spacing in panel slots. -153.5 psf @ 6 3/4" O.C. fastener in slot & 12" O.C. manufacturers details. fasteners in Pan (See Details)Install per manufacturers details. Not for use in HVHZ Zones. 11847.4. Rib 26 Ga. Rib over 15/32" APA Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11847 R2 II Details Non-HVHZ and HVHZ ss.pdf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-146.OPSF Evaluation Reports Other: -69.25 psf @ 24" O.C. Fastener Pattern Type A. FL11847 R2 AE FL 11847 Metal Roof Factory ss.pdf Created by Independent Third Party: Yes146.0 psf @ 12" O.C. Fastener Pattern Type B. Install per manufacturers details. 11847.5 Snap Lock 1 1/2" Snap Lock 24 Ga. and 0.032 AL Snap Lock over APA Rated Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11847 R2 II Details Non-HVHZ and HVHZ ss.pdf Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: HVHZ panel 24GA-86.0 psf @ 24" O.C. Clip Spacing. FL11847 R2 AE FL 11847 Metal Roof Factory ss.pdf Created by Independent Third Party: Yes108.5 psf @ 12" O.C. Clip Spacing. -116.0 psf @ 6" O.C. Clip Spacing. Non HVHZ AL panel-45psf@16"o.c., 52psf@6"o.c. Install per manufacturers details. For use in compliance with FBC 2014. 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 have any questions, please contact 850.487.1395. *Pursuant to 1/30/2017 N BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 5, BLOCK S, TIER C, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 56, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. W ELOT 3 i IB 1c SF' I I I S BLOCKTIER C8 1"=30' I I GRAPHIC SCALE 0 15 30 LOT 9 BLOCK 8 TIER C Fg1N 5/B I.R. G /7784 .. LOT 4 m BLOCK 8 o TIER C 8 nl Iof FOUND ROUND G4NO LO. 16 124' (P) Z FOUND 5/8. -LR. N89'S9'S2"E 124.08' (M) m °' ( BROKEN) 124• P) NO 1.0. 1.5' (FOUND 5/8 I.R. 1 1 NN 111 N89'59'53"V! 124.27' (M) LOT 10 BLOCK 8 TIER C Zn FOUND 3/4"IP oD NO I.D. GHU - GHU'-- UHU - QroQvs R'tl i 74.5 15.9' I g SINGLE FAMILY RESIDENCE I STEPS STEPS N616 I laBRIEKLOT5ssawNEr BLOCK 8 u4.5 I LJ (- TIER C. cov. IN MOOD DECK aD.e• 10 STEPS STEPSI 0 O ( o n I CU° ON UNE 138S89'S9'23"W 124.33' (M) 124' (P) EDP/CURB EAST 7TH STRE'E'T (F) SE'VE'NTH STREET (P) 66' R/V4 C 9102 t Z d$ GHU f RECORD COPY 1 NOTE 1. DESIGN: FBC 2014 Edition V= 139 MPH EXPOSURE B RISK CATEGORY II GCPi = ±0.18 P os = 30 PSF ; = s r_(11( P I cI Pneg = 40 PSF 2. LUMBER: #2 SYP 3. PLYWOOD: CDX 4. EXPANSION BOLTS: HILTI 5. ANCHORS: USP STEEL 6. SOIL: ALLOWABLE SOIL BEARING PRESSURE 2000 PSF 7. CONCRETE: 3000 PSI @ 28 DAYS 8. REINFORCING STEEL: GRADE 60 9. METAL ROOFING: 5 V CRIMP, 25 GAGE MINIMUM 10. SHOP DRAWING OR PRODUCT LITERATURE SHALL BE SUMITTED FOR APPORVAL FOR ANY ITEM NOT FULLY DEFINED ON PLANS c SANFOFD A f"1\OVL.li'Nz I,u"> "' REVIEWED FOR CODE COMPLIANCE # 1 6 26 O %; ENG DEPT. PLANS EXAMINER Ok to install 9'-11" x 16' (158.56 sf) carport as DATE s on p pshownIan. Carport meets Schedule F regulations and Schedule C area and dimensions regulations. DO NOT MASTER FILE THIS DRAWING RICHARDS ONki ENGINEERING - SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 SANFORD BUILDING DIVISION (407) 425-4002 A PERMIT ISSUED SHALL BE CONSTRUED TO BEA UC#:.00012380 ID#: E826251 LICENSE TO PROCEED WITH THE WORK AND NOT AS COPYRIGHT © 2015 RICHARDSON ENGINEERING AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ALL RIGHTS RESERVED ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT PROJECT: 7*' 5+, 6&n- brill If(.. '59111, THE BUILDING OFFICIAL FROM THEREAFTER s REQUIRING A CORRECTION OF ERRORS IN PLANS, CLI ENT: -ae,hCONSTRUCTIONORVIOLATIONSOFTHISCODE JOB#.. - 1(900c)--3 DATE: SHEET: I OF 15 DRAWN BY: N arport End Elevatior-, Ott 19- ott 4- -- jarport Side Elevation 1 t1 - 011 a 16'=0" 18'-8" 3 Carport ®®f Frarn n PIgan 7 111n _ .f t nit 6 Post Eng Roof les W' O.C. APPROVED PLANS ENG. DEPT. Ok to install 9'-11" x 16' (158.56 sf) carport as shown on plan. Carport meets Schedule F regulations and Schedule C area and dimensions regulations. SEF' 2 2 2016 BN/- 1,7- 16-2604 DO NOT MASTER FILE THIS DAANnNC, Dimm RICHARDSQN a ENGINEERING SEALED BY RICHARD B. RICHARDSON, A.E. 131 2ELMA STREET ORLANDO, FLORIDA32803 4071425.4002 UQ#: 00012380 10#; E826251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: CLIENT: ackef Hi Jae, JOB#: {(Qd(pQ j DATE: SHEET: OF 15- DRAWN BY: R 0 I i i 45° r - 2x4 brace at each post 5v Crimp Metal w/ 2" Plywood Decking 2x4 Wood Truss 24" on center 1'-4" Trusses are to be fastened by Simpson Strong -Tie 18 Gauge Hurricane Tie Model # H3. to the j1.1. jj jj l 2 x 10 Beams running the length. of :the Patio. 1 1 jl. jj jj Beams connected to posts with (2) 8" Bolts per1j111.Ij connection 5111 2 1`x'1 I'I'li 4" x 6" x 10' Pressure Treated Lumber 1'I•j. USP Steel PA46 FL# FL17239-R2 8" Diameter Expansion Bolt ; . ',,; :. ' ' :•` p Minimum 6' in Length ' • "• ' ',,'' ,`'' 12" diameter x 24" concrete Y. L CV : G arport Wall Sectiol DO NOT MASTER FILE THIS DRAWING IRICHARDSON m ENGINEERING SEALED BY RICHARD S. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 407) 425.4002 UC#: 00012380 ID#: E826251 COPYRIGHT m 2015 RICHARDSON ENGINEERING ALL RIGHTS. RESERVED PROJECT: St' S.FanfbQ1 L- CLIENT: RQ hE( 14iykkte, JOB#: 1(0 0 0 3 DATE: SHEET: j 0 OF IT DRAWN BY: ESR -3449 I Most Widely Accepted and Trusted Page 9 of 13 TABLE 5 --PA POST ANCHOR ALLOWABLE LOADSI,2.'A.5 r -or w. i incri = zo.4 mm, I IDT = 4.4t) N. Allowable loads have been adjusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. 2See Section 3.9.3 for required fastener dimensions and mechanical properties. Allowable loads shown are for installations in wood members complying with Section 3.9.2. Allowable loads shown do not apply to the anchorage to concrete or masonry. Anchorage . to concrete or masonry must be designed by a registered design professional in accordance with Section 4.1 of this report. he PA Post Anchor has no moment or lateral capacity and should not be'used in fixed post applications. Typical PA inotallation 5;eE PAF Typical PAE installation FIGURE 5—PA POST ANCHOR I -Off Post Anchor Detail ESR -3449 I Most Widely Accepted and Trusted" Page 4 of.13 TABLE 1—C POST CAP ALLOWABLE LOADS''' STOCK STEEL GAGE DIMENSIONS (in) DIMENSIONS (inches) FASTENER SCHEDULE ALLOWABLE LOADS (lbs) STOCKO. Base Stand-offIPlate W L H Anchor Bolt qty, Type Qty, Post Type Bearing CO =1.0 Uplift co =1.6 PA44 18 12 3116 3112 21/6 1 112. 8 16d Common 5135 380 PA44R 18 12 4'116 4 31/2 1 2" 12 16d Common 5135 380 PA46 ia 12 3116 5'/2 31/2 1 112. 14 16d Common 6285 505 PA46R I 18 10 4111e 6 3'/2 1 2" 14 16d Common 6285 505 PA66 I 18 12 5116 5% 31/2 1 1/2. 16 16d Common 6950 470 PA66R I 18 12 6'/,r, 6'/,, 314 1 1/2 16 16d Common 6950 470 PA44E 18 16 3/,. 3'/2 3% 1 1/2. 6 16d Common 6775 990 14 12 5'12 5'/2 1 3'/2 1 8 16d Common 16005 1060 r -or w. i incri = zo.4 mm, I IDT = 4.4t) N. Allowable loads have been adjusted for load duration factors, Co, as shown, in accordance with the NDS. The allowable loads do not apply to loads of other durations, and are not permitted to be adjusted for other load durations. See Sections 4.1 and 4.2 for additional design and installation requirements. 2See Section 3.9.3 for required fastener dimensions and mechanical properties. Allowable loads shown are for installations in wood members complying with Section 3.9.2. Allowable loads shown do not apply to the anchorage to concrete or masonry. Anchorage . to concrete or masonry must be designed by a registered design professional in accordance with Section 4.1 of this report. he PA Post Anchor has no moment or lateral capacity and should not be'used in fixed post applications. Typical PA inotallation 5;eE PAF Typical PAE installation FIGURE 5—PA POST ANCHOR I -Off Post Anchor Detail ESR -3449 I Most Widely Accepted and Trusted" Page 4 of.13 TABLE 1—C POST CAP ALLOWABLE LOADS''' STOCK STEEL DIMENSIONS (inches) FASTENER SCHEDULE ALLOWABLE LOADS lbs) NO. GAGE 18 W1 39/is W2 39/16 Ll 3'/4 L2 3'14 HI 27h H2 2% Post 6 City. Beam 6 Nall Type 16d Common Uplift Lateral F1 & F2) Co= 1.6 1000 Co =1.6 1225 C44R 18 4 4 3'/4 3'/4 25/i 25/8 8 8 16d Common 1000 1225 C46 18 39/is 5'12 33 / 3'/e 5 ' 5/4 6, F — 25/8 6 10 16d Common 1006 1225 C46R is 4 6 1 / 31/4- 5'/,, 14 21/ 4 8 10 16d Common 1000 1225 C66 18 5 12 12 5'/2. 5 /4, 77277YJ 12 12 16d Common 1295 2190-"-" 18 6 Tl—, 6 514 5'/4 T 10 10 16d Common 1090 2190 C88C66R 7- 1-8 5 5 16 16 16d Common 1125 2525 Allowable loads have been adjusted for a load duration factor; CD, Of 1.6, corresponding to a ten-minute load duration (i.e., wind or earthquake loading), in accordance with the NDS. The allowable loads do not apply to loads of other durations. See Sections 4.1 and 4.2 fordesignandinstallation- requirements. 2See Section 3.9.3 for required fastener dimensions and mechanical properties. 3Allowable loads shown are for installations in wood members complying with Section 3.9.2. A C44 F I SEP 212 2016 SANFORD A, Typical G 1116itallation 6 4 FIGURE 1—C POST CAP Post -Cap Detail[ ) y y)i DO NOT MASTER FILE THIS DRA%NIING 9 RICHARDSON 11111 ENGINEERING SEALED BY RICHARD S. RICHARDSON. P.E. 1 131 ZELMA STREET ORLANDO, FLORIDA 32803 407) 425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT @ 20115 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: ' 501, it CLIENT: -'I )acheA JOB #: - 19C)(p0-3 DATE: SHEET:Jq- OF 15 DRAWN BY: ESR -26131 Most Widely Accepted and Trusted TABLE 1—HURRICANE TIES FASTENERS ALLOWABLE LOADS''' MODEL ( Quantity -Type) (Itis) NO.Connection Uplift`'S Late a ral , To. Rafter To Plates To Stud CD=1.6Configurationss CD 1.6 Ft > Fz ' H1 6-8d x 1%. 4-8d — 490 485 165 H10 84d x 8-8d x 1'!Z: 995 590 .: 275 .- 1 H10A 9-10d x 1'/2 9-10d x V/Z — 1,140 590 285 H70-2 6-10d .. 6-10d.,—. 77 760 -, 4$5 395::' . H2 5--8d 54d 2" 335 . H2.5 5-8d =;5-8d 3 415 .150,. 54d ` .: 5-8d .:.: 8 • " : ;:" 370 ;. H2.5A 5-8d 5-8d — 600 110 110 H3: " 44d _::. -,4-8d 3 455:.; 125 .160 H5 4-8d 4-8d — 455 115 200 4-8d 4-80 8 360. — H4 4-8d `.: ,"d : 9 360. 165: 7.166%; H6. — 8-8d Md 12 915 — H7Z 4-8d: 24d... 844930 400 H15 4-10dx 1'/2 4-10d x 1'/2: 12-10d x 1'/2 13 1,300480 — H1.5-2 4-10d x 1'/2. 4-10d x 1'/2. 12-10d x1'/2 1,300 480 — For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N. Allowable loads are for one anchor installed to a minimum nominal 2x supported and minimum nominal 2x supporting wood member. A rafter minimum actual thickness of 21/2 inches must be used when framing anchors are installed on each side of the rafter and on the same side of the plate. 2Allowable simultaneous loads in more than one direction on a single connector must be evaluated as follows: Design Uplirt I Allowable Uplift + Design Lateral Parallel to Plate I Allowable Lateral Parallel to Plate + Design Lateral Perpendicular to Plate / Allowable Lateral Perpendicular to Plate 51.0. The threetermsin the unity, equation consider all possible forces that the humcane tie may be designed and installed to resist. The number of terms that must be considered for simultaneous loading is determined by the registered design professional and is dependant on the method of calculating wind forces and the assumed load path `that the connector is designed to resist 3"Connection Configurations" shown in Figure 1c (next page) indicate the load directions F, and F2, and are details showing connector installations on the outside of the wall for clarity. Installation on the inside of the wall is acceptable to achieve the tabulated allowable loads. Connections in the same'area (.e. truss to, plate connector and plate to stud connector) must be on installed on the same side of the wall to achieve the tabulated allowable uplift loads and ensure:a continuous load path. SAllowable uplift loads have been increased for wind or earthquake loading, and no further increase is allowed. Allowable loads must be reduced when other load durations govem. 6Allowable lateral loads in the F, direction must'not be used to replace diaphragm boundary members or nailing or replace solid blocking required by code to laterally support the ends of joists/rafters. Additional shear transfer elements must be considered the, connector installation induces cross grain bending or tension of the truss or rafter members. 6, 4 a aYY/- s 1,5- ° 19/16 f H1 H2 H2.5 H2.SA H3 FIGURE 1a—H1, H2, H2.5, H2.5A, AND H3 HURRICANE TIES DO NOT NiASTER FILE THIS. DRAWING IsiRICHARDSON s ENGINEERING SEALED f3Y RICHARD G. RICHARDSON. P.E. 131 ZELh9A STREET ORLANDO, FLORIDA32803 407),425-4002 UG;#: 00012360 1 ID#: E926251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: -(91C0 int {o dt k. 32 -'lit CLIENT: - RinUp JOs - I19O 903 DATE: SHEET; 15 OF I`J DRAWN BY: -IZ