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WS-12-1309Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176556 Permit Number: WS -7 -12 -1309 Scheduled Inspection Date: August 06, 2012 Inspector: Bruhn, Norman Owner: REITER, CORY Job Address: 10430 NE 3 Avenue Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130450 Building Department Comments CGANGE FRONT DOOR IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 176511. CREATED AS REINSPECTION FOR INSP- 175883. No Access Door must be fastened per PA. Anchors missing all over. NB August 03, 2012 For Inspections please call: (305)762.4949 Page 30 of 61 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION ECEIVE JUL 13.2112 F C i20 &d Permit No. b Z— Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 0 i 30 N 3rd Ave, City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): CO ("/ 41,) Phone #: 305 807 (0 )a6e Address: 10L t3.0 Na 3" ,t l City: MI ■ C\A domes State: 'F1 zip: 5 ) i 3k Tenant/Lessee Name: ' Phone #: Email: CONTRACTOR: Company Name: COP y _Ii c— Phone #: 3 $07 (° Q (9 Address: 13o 1\m-- 3 (-``' ,Noe— City: (jiv,f ,s„^ Stit.df`e5 State: F ` Zip: 3> t 3s? Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ (O b 0 Square/Linear Footage of Work: Type of Work: DAddition DAlteration -e---" ODemolition Description of Work: C k . r ov (ko0 r to Color thru tile: + x***** *****:x*******+x**** **** **** + +***** Fees * ****+x******** **** ** ** ******************x *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 1 ' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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, BOITFRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was ac wledged before me this v The foregoing instrument was acknowledged before me this day of d , 20 by 1 day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. who is personally known to me or who has produced NOTARY PUBLI + : ootuuuinnn,,4 NOTARY PUBLIC• Sign: � � �.° Too' �. to" S Sign: d,. Print: d i Print: G. a 4',:x,%4`. My Commission Expires: dj,.ib; •..... ., ,,,e1,���tnii nu0"‘```\`' APPROVED BY �7 e ?4 3 12. Plans Examiner Zoning My Commission Expires: Structural Review Clerk (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) y. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Co " y DATE: ADDRESS: lv d ,.-gc-2l lv� Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 014— 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. G /� Initial Y\ 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. (jy Initial 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial CAP\ 6. I understand that I may not hire an unlicensed person to act as my contractor or•to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder pemlit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial C I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial C 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial CI( 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvforidalicense.com /dbor /pro /cilb /index.html Initial C 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financial) .. ponsible for the proposed construction activity at the following address: Initial v'\ 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this k 3 day of '3-07 , 20 i By l CAL 1 "1 (11C, who was personally known to me or who has Produced there License or as identi s Florida Building ode Online rla Ida De Bu sines Profess' Regulation Page 1 of 2 BUS Home j Log In User Registration ! Hot Topics I Submit Surcharge ( Stets & Facts 1 Publications 1 FBC Staff I BUS Site Map 1 Units I Search 1 Product Approval USER: Public User Product Approval Menu > Proud or Aoallcation Search > Application List > Application Detail FL # FL14704 -R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived 0 Product Manufacturer JELD -WEN Address /Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld - wen.com Technical Representative Steve Saffell Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa @jeld- wen.com Quality Assurance Representative Address /Phone/Email Category Windows Supcategory Fixed Compliance Method tdate: iency and and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201. 99 TAS 202 TAS 203 Miami Shores VillagA Year BLDG DEPT SUBJECT CO COMPLIANCE WITH ALL FEDERAL STATE. AND CCUNTY RULES AND REGULATIONS http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= WGEVXQwtDqueufsxW4GVz... 7/12/2012 Florida Building code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2011 12/19/2011 12/26/2011 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14704.1 Steel Wood Edge Full Lite Fixed Sidelites w/ ODL Impact Glass or ODL Impact Allen Frame Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/ -80 Other: Configuration: 0 Glazing: IG- Laminate -1/8" Annealed Glass /0.090" Solutia Interlayer /1/8" Annealed Glass /1/8" Tempered Glass See drawing ]W0509 -05 for Frame, Panel, & DLO dimensions Certification Agency Certificate FL14704 RI. C CAC NI006332A- R3.PDF FL14704 RI. C CAC NI006332D- R1.PDF Quality Assurance Contract Expiration Date 09/30/2015 Installation Instructions FL14704 R1 II ]W0509 -05 signed and cert.pdf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14704 R1 AE 14704 stoned and cert.Ddf FL14704 R1 AE PER 1442 signed and cert,Ddf Created by Independent Third Party: Yes Back Next Contact US :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mall 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmastertMdbor.state.fl.us. Product Approval Accepts: Kg M s,.ttiy: as a'rr� (.',"`P 4I St AFiE. http : / /www.floridabuilding.org /pr /pr app_dtl.aspx ?param= wGEVXQwtDqueufsxW4GVz... 7/12/2012 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006332A-R3 12/12/05 Structural JELD-WEN J-104-3 06/30/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper lett hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Product at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS JELD-WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 PRODUCI DESCRIPTION JELD-WEN's "Steel Wood-Edge" Full Lite Fixed Sidelights w/ODL Impact Glass or ODL Impact Allen Frame Configuration: 0 Glazing: 1G-Laminate-1/8" Annealed Glass/ 0.090" Solutia Interlayer/1/8" Annealed Glass/1/8" Tempered Glass Frame: W-940mm(37") H-2032mm(80") Panel: W-889mm(35") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +80/-80 psf Large Missile Impact Rated Product Tested By: N: **mud Certified Testing Laboratories Report No: NCTL-210-3194-1/SJW2011-73/W-1487 Expiration Date: September 30, 2015 Administrator's Signature: NATIONAL ACCR1DITATION AND NAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1006332D-R1 12/12/05 Structural JELD-WEN J-104-3 06/30/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products at www,NAM1Certification.com, Please review, and advise NAM 1 immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 JELD-WEN's "Steel Wood-Edge" Full Lite Fixed Sidelights w/ODL Impact Glass or ODL Impact Allen Frame Configuration: 0 Glazing: 1G-Laminate-1/8" Annealed Glass/ 0.090" Solutia Interlayer/1 /8" Annealed Glass/1/8" Tempered Glass Frame: W-946mm(37.25") H-2438mm(96") DLO: W-521mm(20.5") 11-1997mm(78.62") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +80/-80 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3194-1/SJW2011-73/W-1487 Expiration Date: September 30, 2015 Administrator's Signature: NATIONAL ACCTOEDITA ION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 4 ® Steel WOOD EDGE IMPACT GLAZED 6-8 OR 8-0 FIXED SIDE LITE UTIUZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. l GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE INCLUDING WO AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS201 -94 TAS 202 -84 TAS 203.84 2. 2XAND IX WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE s PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVF2) s. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL SIDELITE (Cann n foal frameaordt s) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021° min) thickness. Galvanized steel A-525 oommerdai quality AKDQ per ASTM 620 with average mInknum yield strength Fy(ave)e30627 psl. Core Deskm: Dyflte Expandable Polystyrene with 1.0 to 1.25 Is density, by JELD -WEN Inc Panel Cawin:ai n: The panels we constructed from 24 GA (aO21 °min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rat measures 1.0° high x 1.686° wide. The steel bottom rat measures 121° high x 1.688° wide. The sides of the face sheets are rill formed Into the latch and hinge stiles which measure 1.00'htgh x 1.688" wide. The interior cavity Is Wed with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are put out for the two.p!ece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1.10. Frame ConskuctIom The frames are constructed of flngerjdnted pine jambs measuring 4-9/16'x 1 -1/4° The head parts are mortised and buff joined to the side jambs, and attached with three (3)160A 7/16' cram x 2* long staples on each side. The bottom sill is attached to the side jambs with three (3) 160A- 7/16° =win x2' long staples on each side. Glezlna: ODL Insulated ilte Is 1° grail tddaess, consisting of one (1) pane of 0.125"tsmpered glees; 0.5°alrspace; two (2) panes of a125' annealed with .090' PVB krtedayerby Solute All Res are sandwiched glazed into the panels. TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTION AND GLAZING DETAIL 4 ANCHORING LOCATIONS 5 UNIT COMPONENTS SINGLE 6' -8" FIXED UNIT (0) SCALE: 1/2" =1' -0" ALL SIDELITE MODELS ARE VIEWED FROM THE INTERIOR 2112E TABLE I DESIGN PRESSURE RATING j// WHERE REfw 1e� 0 NEEDED ere• (0) +80 PSF/ yea P8F 81' (0) 480 PNF / -HO PEP SINGLE 8' -0" FIXED UNIT (0) SCALE: 1/2" =1' -0" ,auttl p Sp�r,, �� •�ti�t�S •'. No _ 0 Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.07.03 10:31:10 - 04'00' PRODUCT: WOOD EDGE IMPACT GLAZED E 5 4 11 NERAL REVISIO GL 6 -8 OR 8-0 �p ©� ADD NOTE BON " = o FIXED SIDE LITE p© ©� ADD CONC. DWG. I liapercumHvhgswia, 6...tmz 041 Pair OR ASSEMBLY: A 1 7 0 ENERAL REVISION TYPICAL ELEVATIONS & NO DATE BY GENERAL NOTES REVISIONS e• 1r4". 1. 3'," TATS OF 14r, 4414 iii... r Ah.ER88PYRW RAMA P.E. NO. w1a1 127 W. FAIRBANKS AY29IE.438 WRITER PARK, R. 327119 FERE CWT. of AMR. NO. ate Wan 2/5/08 SEAS NOTED aao. BY EAG pact erwS. SAFFELL DRAWING NO. JW0509 -05 SHEET 1 OF 5 0 96" (8-0) OR 80" (6 -8) , m z 1" MIN. 1' MIN. m IIVE m SEE DETAIL A SHEET 5 SEE DETAIL A SHT. 3 oc I_ 1 3/4" MIN. 1" MIN. 1" MIN. kg 1" MIN. 1" MIN. z 0 60 0 °10 m SEE DETAIL A SHEET 5 o , o m SEE III � 0 DETAIL A CD \ o SHT. 3 to .g ® 1i �,�I • 0 0 -- 1" MIN. 2 1/2' MIN. VERTICAL CROSS SECTION 7'YP. CONCRETE INSTALLATIONS 3/8° Item DESCRIPTION MaterraI 1 SIDE JAMB 1 1/4"x 4 9/16" FINGERJODTTED PINE PINE 2 HEAD (1 1 4 "x 4 9/18" RNGERJOINTFD PINE) PINE 3 ((JAMB STILE NIGER LVL) LW. 4 RAIL (RNGERJOINTED LVL) LVL 5 #10 PHF SCREW WITH 1 1/2" MIN. EMBED. STEEL 6 NOT USED 7 NOT USED 8 ODL ALLEN LITE FRAME (ALUM 6083 15) ALUMINUM 9 WHITE VINYL LATEX CAULK 10 7/18' x 7/16° 1/4 ROUND SIDE LITE STOP WOOD 11 SILICONE SEALANT 12 18 Ga. NARROW CROWN x 7/8' LONG STAPLES STEEL 13 ENDURA OUISWMG 5711., PARTj9 F084588A ALUMINUM 14 18 Ga. 7/16" CROWN x ,2011.1G STEEL 15 18 Ga. NARROW CROWN x 7/8" LONG STAPLES STEEL 16 EWPANDED POLYSTYRENE (1.0 TO 1.2bs 09511Y BY JBD -WEN) FOAM 17 STEEL DOOR PANEL SKIN MATERIAL. (24G4 GALVANIZED) A -525 COMMERCW. QU4IJW 0.021' ANAL 1TICK. STEEL VANIZED :T• . -7.1 ".a. ■ , en P r aN yx STEEL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT 10 PER CURRENT ODL NOA GLASS 23 1/8' TEMPERED GLASS GLASS 24 3/8' LAMMED ANNEALED GLASS GLASS 25 3/16' TAPCON PER CURRENT I7W NOA, 1M" Min. Emb. GLASS 26 OPTIONAL lx WOOD BUCK WOOD g' w SEE DETAIL A SHEET 5 1' MIN. 1" MI 1° MIN. 1' MIN. .r �ia/oi� - t E.m�� ©© • L+ ,Y' .(.� ir/fASONRY SCALE': 6" SEE DETAIL A SHT. 3 0 0 1 6 0 rn W o m z 0 0 z 0 t 0 rn LO Z 0 u) o< w C7 z 0 Nn NOTES: VERTICAL CROSS SECTION TYP. ED FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & WOOD PRAIA' INSTALLATION SCALE 6" =1' -0" #25), SEE SHEET 4. ED FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE DETAIL C2 FOR DETAILS. 3 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ® FOR LOCATIONS FOR STATIONARY PANEL ANCHOR (ITEM #14), SEE SHEET 4. 0 to 0 N to co w 0 0 m 0 N a 0 9% TAEOF �+ 0R14y: .0Q`, ;,. >�xx ..SS,Q�At ... ALEx6EPYRON FLORIDA P.E. NO. 2101 CE mWORKG, LW. 127 W. FAIRBANKS AVE. ME 038 WINTER PARE, PL 9a09 !RIPE CELT. OF RU N. MINIM DAZE: 2/5/08 SCALE: AS NOTED MVO. B!: EAG CHIN. 39 S. SAFFELL DM= Na: JW0509 -05 SHEET 2 OF 5 1 7/2" MIN. EMB. 1/4" MAX. SHIM , ilIN O SEE DET ' HEFT SAIL A 4 i III 0 Ar1 � yAlIuI m 4 0 0 } SEE DETAIL A SHT. 3 1 1/2" MIN. EMB. 1/4" MAX. SHIM M Gi SH © SEE DETAIL A '1 EXTERIOR �s Z 4 1 1/4" MIN. EMB. 0" 1/4" MAX. wizSHIM 0 SEE DET SHEET 5AIL A co 0 ©m :i/ Q HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCAM: 6" = 1' -0 ") 1, © e 1/2" x 1/4" CU -D SPACER g SEE DETAIL A SHT. 3 Y SEE DETAIL A SHEET 5 Gi 1\i Q 0 INTERIOR 0 EXTERIOR HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" = 1' -0") GLAZING DETAIL —A— (SCALE: 6" = /' -0 ") 1 1/4" MIN. EMBJ- ® 1/4" MAX. r- O SHIM 0 +�► IR r�Illl�iP y� .�' M �m ®•_ : m 0 0 5 2 NOTES: E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #25), SEE SHEET 4. D, FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE DETAIL C2 FOR DETAILS. ED OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDME II011A0 D. ® FOR LOCATIONS FOR STATIONA, � S O (ITEM #14), SEE SHEET 4. .c N` C∎OLN4:•. *: : No 0 :•gi �py mg' °F �T -39 =14 ALEXIBSPYRW FLORIDA P.E. NO. 68101 CERIWORICEI, U.C. 127W. FAIRBANKS AVE. ERE. 422 WINTER PAIDC, FL 82700 F2PE CERT. OFAMMN.N .79520 1, m 3 HORIZONTAL CROSS SECTIONS 00 ee 3 U 0 0 p0 Q C7 0 to �10 �o O OIN 0 0 v N ma DATE: 2/5/08 0 0 Z SEAS NOTED OO.Wr: EAG CHX. RyS. SAFFELL DRAWING NW JW0509 -05 sHEE7 3 OF 5 f0 SEE DETAIL B 1O SHEET 4 o IXDOS NGA FIXED (0) 6' -8" SCALE: / /2" =f' -O" SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 4 0 m ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE SEE DETAIL A SHEET 4 ANCHORING LOCATIONS' B -0" FIXED UNIT (0) SCALE: ! /2" =f' -0" DETAIL A SCALE: 3" =1' -0" DETAIL B SCALE.' 3" - 5"- - - -I51 -- 1 1 1 r PANEL ANCHORING LOCATIONS 6' -8" FIXED SINGLE UNIT (0) —I5 "1"- 0/ co W m U IT (0ATIONS 8' -0" .t, ..-ye cs31rrNGG No 0 = of Lt: S'32: TATE OF 4 7911 : #∎$. a 0 t� J U' 6 0 z 0 0 to 6060 � N W 0 0 0 m m z 0 m 0 z fn z 0 ALEXIS BPYRCU FLORBIAP.E NO. 58101 CERRMAAS, LLD. 1211W. FAIRBANKS AVE. BTE. 438 WINTER PARIS FL woo PBPE CERT.OF AV:UN .2BI2D DATE: 2/5/08 SCALE: AS NOTED DWG. Br: EAG cauc. BYS. SAFFELL DRAWING NO.: JW0509 -05 BNEEr of 5 4 9/16" r•-2 3/16° I 7 WOOD JAMB FINGERJOINTED PINE SCALE: 6" =f' -0" 2 m I 1 11/16° r-'- STEEL. A MIN CALE. SCALE: 6" =1' -0" 1 3/16" J L1.688" —I —1 13/4 "} -- 4 ODL "ALEN" FRAME ALUMINUM 6068 5 SCALE: 6" •1' -0" FIXED THRESHOLD /3 (ENDURA) PT #F0B4566A 6063 -7'6 ALUMINUM SCALE" 6" =>' -0" 3/16" C -SINK. I-- NOTE 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT • WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUWONS. 3 -USE 3/16" TTW TAPCON ANCHOR W/ 1 1/4° MIN. EMBED. WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. DETAIL A - COUNTERSINK DETAIL SCALE: 1/4" O 036 0 0 z 0 O0 z 0 to 6 0 0 co M m W 0 00 m co m 0 O z Z 0 t AL®098PYROU FLORIDA P.E. NO. 68101 CERIWORKR, LW. 127 W. FAdONAM28 AVEEIE438 WORM PARK, FL 32788 F 3PE CER7.OFAURLNO. 29520 DNIE: 2/5/08 SAS NOTED GwG. ar: EAG cwc. B •S. SAFFELL DRAWING NO4 JW0509 -05 SHEET 5 OF 5 5 CertWorks ... itworks FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info@certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed St el Fixed Sidelite for Florida Product Approval FL# FL Report No. 1442 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.07.07 15:21:24 - 04'00' 1— A (Certificate Method) Windows Fixed Wood Edge Impact Glazed Steel Fixed Sidelite Wood/24 Ga. Steel 37.25" x 96" 37 "x 80" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/29/2011 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 *•► • 4 cr TATE OF 'w. Alexis Spyrou, P.E. Florida No. 68101 CertWorks ... it works FBPE Certificate of Authorization No. 28520 FL #: Date: 6/29/2011 Report No: 1442 Manufacturer: Jeld -Wen Inc. Product Category: Windows Product Sub - Category: Fixed Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Wood Edge Impact Glazed Steel Fixed Sidelite (Impact) 37.25" x 96" 37" x 80" Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -05, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -05 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -05 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ... Itworks FBPE Certificate of Authorization No. 28520 FL #: Date: 6/29/2011 Report No: 1442 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Reports to qualify use of Wood Edge Steel Fixed Sidelite: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3194 -1, Report Date: 09/28/2005 Report #: SJW2011 -073 Report Date: 06/29/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006332A -R3 Certification #: NI006332D -R1 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 CertWorks ... itworks FBPE Certificate of Authorization No. 28520 FL #: Date: 6/29/2011 Report No: 1442 Installation: 1. Approved anchor types and substrates are as follows: Through. Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509 -05) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 80 PSF Negative 80 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 CertWorks ... itworks FBPE Certificate of Authorization No. 26520 FL #: Date: 6/29/2011 Report No: 1442 Installation Method Jeld -Wen Inc. Wood Edge Impact Glazed Steel Fixed Sidelite -'.1 6" h. 1 816" 6" h- 1 I 1 I 6" I- - 6t 8 7 " ---i 6" 16 37 1/4" 816" --{ 6" h- 1 1 1 I 6" 1– –1 817 -6., –.-16" 37" Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 04/09/2012 - 4:43pm gabriels F:\01 Project Flles \2010- MPS \400 Wind Charts\ ,Reference \00- MPS10.400 Serb C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PS - ZONE 4 10 15 20 Tributa Area . Ft �'l i ( lij . 25 25 30 0 -15ft 51.1 +47.1 -49.9 +45,9 f 1'. A - 48.3 +44.3 -47,7 +43.8 g !,� k= ``, -53.9 16 ft 51.8 +47.8 -50.6 +46.5 9.7 +45.6 - 49.0 +44.9 -48.4 +44.4 +43.8 ar. Svia, +42.9 I ^. 17 ft -52.5 +48.4 -51.2 +47.1 -50.3 +46.2 - 49.6 +45.5 - 49.0`,� +44.9 -57.1 +44.4 �• �,„� -54.6 +43.1 18 ft 53.1 +49.0 -51.8 +47.7 -50.9 +46.8 -50.2 +46.0 -49.6 +45.5 '°°� gf -56.1 +44.0 e• �,."'•.+i i 19 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.8 +46.6 -50.2 +46.0 49 +45.5 -56.7 -56.0 -55.3 ZO ft -54.3 +50.1 -53.0 +48.7 -52.0 +47.8 -51.3 +47.1 -50.7 +46.5 -50.2 +46.0 - 49.8 +45.6 - 49.4 +45.2 -49 .1 +44.8 21 ft -54.9 +50.6 -53.5 +49.2 -52.6 +48.3 -51.9 +47.6 - 51.3 +47.0 -50.7 +46.5 -50.3 +46.0 - 49.9 +45.6 -49.6 +45.3 22 ft -55.4 +51.1 -54.1 +49.7 -53.1 +48.8 -52.4 +48.0 -51.8 +47.4 -51.2 +46.9 -50.8 +46.5 -50.4 +46.1 -50.1 +45.7 23 ft -55.9 +51.6 -54.6 +50.2 -53.6 +49.2 -52.9 +48.5 -52.2 +47.9 -51.7 +47.4 -51.3 +46.9 -50.9 +46.5 -50.5 +46.2 24 ft -56.4 +52.0 -55.1 +50.6 -54.1 +49.7 -53.3 +48.9 -52.7 +48.3 -52.2 +47.8 -51.7 +47.3 -51.3 +46.9 -51.0 +46.6 25 ft -56.9 +52.5 -55.5 +51.1 -54.6 +50.1 -53.8 +49.3 -53.2 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 26 ft -57.4 +52.9 -56.0 +51.5 -55.0 +50.5 -54.2 +49.8 -53.6 +49.1 -53.1 +48.6 -52.6 +48.1 -52.2 +47.7 -51.9 +47.4 27 ft -57.8 +53.3 -56.4 +51.9 -55.4 +50.9 -54.7 +50.2 -54.0 +49.5 -53.5 +49.0 -53.0 +48.5 -52.6 +48.1 -52.3 +47.7 28 ft -58.3 +53.7 -56.9 +52.3 -55.9 +51.3 -55.1 +50.5 -54.5 +49 9 h^", 1" 1L a -"� ~ 29 ft 30 ft 32 ft -58.7 +54.1 -59.1 +54.5 60.0 +55.3 -57.3 +52.7 -57.7 +53.1 -585 +53.8 -56.3 +51.7 -56.7 +52.1 -57.5 +52.8 -555 +50.9 -55.9 +51.3 -56,7 +52.0 -54 9 +50.3 -55.2 +50.6 -56.0 +51.3 �, �), ; - 5' +50.8 � -'" ~" y,a rtill A r 35 ft 61.1 +56.3 -59.6 +54.8 -58.6 +53.8 -57.7 +53,0 -57.1 +52.31 7wr *AS =i •17.3 +46.9 +46.6 40 ft 62.8 +57.9 +56.56. 4 -60.2 +55.3 -59.4 +54.5 -58.7 +53.8 -58 +53,2 •' .3 45 ft -64.4 +59.4 -62.8 +57.8 - 61.7 +56.7 -60.9 +55.8 -60.2 +55.1 -59.6 +54.5 -59.1 +54.0 -58.6 +53.6 -58,2 +53.2 50 ft -65.9 +60.7 -64.3 +59.1 -63.1 +58.0 -62.2 +57.1 -61.5 +56.4 -60.9 +55.8 -60.4 +55.2 -59.9 +54.8 -59.5 +54.4 55 ft -67.2 +61.9 -65.6 +60.3 -64.4 +59.2 -635 +58.3 -62.8 +575 -62.1 +56.9 -61.6 +56.4 -61.1 +55.9 -60.7 +555 60 ft -68.4 +63.1 -66.8 +61.4 -65.6 +60.2 - 64.7 +59.3 -63.9 +58.6 -63.3 +58.0 -62.7 +57.4 -62.3 +56.9 -61.8 +56.5 m to n O z r r co O O -G V1 F-' O (JI 8 m m REMARKS INR ISSUE REV- ADJUSTED HEIGHTS DRWN GSS GSS CHKD TSB TSB EXTERIOR ZONE 5 PRESSURES Mean Roof fight DESIGN PRESSURES (PSF) -ZONE 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -63.1 -60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +425 +42.2 �16 ft -64.0 +47.8 -61.4 +46.5 -59.7 +45.6 -58.3 +44.9 -57.1 +44.4 -56.2 +43.9 -55.3 +435 -54.6 +43.1 -54.0 +42.8 17 ft -64.8 +48.4 -62.2 +47.1 -60.4 +46.2 -59.0 +455 -57.9 +44.9 -56.9 +44.4 -56.1 +44.0 -55.3 +43.6 -54.7 +43.3 -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 +49.0 +47.7 +46.8 +46.0 4455 +45.0 +44.6 +44.2 +43.8 -66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +455 +45.1 +44.7 +44.3 20 ft -67.0 +50.1 -64.4 +48.7 -62.5 +47.8 -61.1 +47.1 -59.9 +46.5 -58.9 +46.0 -58.0 +45.6 -57.2 +45.2 -56.6 +44.8 21 ft -67.7 +50.6 - 65.1 +49.2 -63.2 +48.3 - 61.7 + 1 - -60.5 -" 7. • e,. -57.8 -57.1 +45.3 - 68.4 -65.7 -63.8 f • .4 -57.7 22 ft +51.1 +49.7 +48.8 • ® -'+ t,� '.i f .1 +45.7 -69.0 -66.3 -64.4 6 f71 9.0 -58.2 23 ft +51.6 +50.2 +49.2 �: --._ h^", , , ',�� >� +46.2 -69.7 -66.9 -65.0 6 " '---. 0.3 ' ". -58.8 24 ft +52.0 +50.6 +49.7 +48.9 +48 7wr *AS =i •17.3 +46.9 +46.6 -70.3 -67.5 -655 SS •' .3 25 ft +52.5 +51.1 +50.1 .30' � 7.0 26 ft -70.8 +52.9 -68.0 +51.5 -66.1 +505 -64 +49.8 ' +49.1 +48.6 g +48.1 '."Si +47.7 -59.8 +47.4 27 ft -71.4 +53.3 -68.6 +51.9 -66.6 +50.9 -65.1 +50.2 -63.8 +493 -62.7 +49.0 -61.8 +48.5 -61.0 +48.1 -60.2 +47.7 8 ft -72.0 +53.7 -69.1 +52.3 -67.1 +51.3 -65.6 +503 -64.3 +49.9 -63.2 +49.4'. -62.3 +48.9 -61.4 +483 -60.7 +48.1 29 ft -72.5 +54.1 -69.6 +52.7 -67.6 +51.7 -66.0 +50.9 -64.8 +50.3 -63.7 +49.7 -62.7 +49.3 -61.9 +48.8 -61.2 +48.5 0 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.1 -66.5 +51.3 -65.2 +50.6 -64.1 +50.1 -63.2 +49.6 -62.3 +49.2 -61.6 +48.8 32 ft -74.0 +55.3 -71.1 +53.8 -69.0 +52.8 -67.4 +52.0 -66.1 +51.3 -65,0 +50.8 -64.0 +50.3 -63.2 +49.9 -62.4 +493 -75.4 -72.4 -70.3 -68.7 -67.4 - 66.2 -65.3 -64.4 -63.6 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 `W -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 40 ft +57.9 +56.4 +55.3 +545 +53.8 +53.2 +52.7 +52.3 +51.9 45 ft -79.5 +59.4 -76.4 +57.8 -74.2 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.2 50 ft -81.3 +60.7 -78.1 +59.1 -75.8 +58.0 -74.1 +57.1 -72.6 +56.4 -71.4 +55.8 -70.4 +55.2 -69.4 +54.8 -68.6 +54.4 55 ft -82.9 +61.9 -79.7 +60.3 -77.4 +59.2 -75.6 +58.3- -74.1 +57.5 -72.9 +56.9 -71.8 +56.4 -70.8 +55.9 -70.0 +55.5 60 ft -84.5 +63.1 -81.1 +61.4 -78.8 +60.2 -77.0 +59.3 -755 +58.6 -74.2 +58.0 -73.1 +57.4 -72.1 +56.9 -71.3 +56.5 DATE 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE C USE OF CRITICAL C+ 1 g 2. TABLES VALID O 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE CANNOT BE IDENTI 5. ALWAYS ROUND a+ •• 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) M THAN ONE - THIRD. SP-,„...,,� OPENINGS ONLY - AREA OF AN OP BE USED. ALWAYS RO MRH 5 60' BASED ON Kd =1.0 ORST CASE' PRESSURES. 'WORST CASE IS VARIABLE AS DESCRIBED BELOW. " THESE TABLES. • ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ). , THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH Bir SH "D, I. _ "•"�' GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL. FACILTIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. ING WIND VELOCITY, EXPOSURE, AND OTHER USE OF THESE TABLES AND COR COEFFICIENTS LISTE!_.:.�I_? BUILDING DEPARTM VALUE USE IS OFFS 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED. NTY FOR APPLICABILITY OF TABLE R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. ADDITIONAL CERTIFICATIONS OR a= 10% OF t! "171'n s ..1, ;4 r:§� ∎144 -d RH, WHICHEVER IS SM 74:,. OF LEAST HORIZONTAL DIMENSION OR 3FT (1' - - - -- + °• * -- L-' QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRIC ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH *9885 0 J