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WS-12-1624Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177930 Permit Number: WS -8 -12 -1624 Scheduled Inspection Date: September 20, 2012 Inspector: Bruhn, Norman Owner: HIRN, WOLFGANG & NATALIA Job Address: 102 NW 106 Street Miami Shores, FL 33150 -1248 Project <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)566 -9669 Parcel Number 1121360080010 Building Department Comments REPLACE FRONT DOOR, GARAGE BACK DOOR AND GARAGE DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 19, 2012 For Inspections please call: (305)762 -4949 Page 11 of 30 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 FBC 20 I (T BUILDING Permit No. < ,U �2-- PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: to 2. lV Lob -CI-- City: Miami Shores County: Miami Dade Zip: 3 5 C CO Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER Name (Fee Simple Titleholder): E $ t \ o L.30 4g.lne 1+1 R N Phone#: -4% 33.s-- © 6 2 Address: f ®L P 1 O(n �T J City: . LIN inn t s (Ao vas Tenant/Lessee Name: Email 1-LA f State: + 1- Zip: ;3 [ Q Phone#: 0 CONTRACTOR: Company Name: (ZDI'TS A� [ V-vi Phone#: .g 6 37,s- 7`s ©b Z- Address: ( © - PIA) l n b ST- City: R av++:t SVievQS State: •FC — Zip: 14 irO Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone* Value of Work for this Permit: q� Type of Work: ❑Addition OAlteration Description of Work: trQ eta GQ VKQcn,f 0 f Gs.v�, f)ae∎Ir $ Square/Linear Footage of Work: ONewepair/Replace ODemolition TVowl- £0o v , R c1,(. & 0-v D 00xe DAAA. 1 • Color thru tile: * * * * * ******** ***** * ** ***** ***** * ** ** * *Feee* ** ** * * *** **** * *** ****** **** * ** ** *ore ***** ** �d 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 $ (? v Lag 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, BOILERS, 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 Owner or Agent The foregoing instrument was acknowledged before me this Z9 Signature Contractor The foregoing instrument was acknowledged before me this day of 1 u 20 (Z , by WO t---' b A} -t) by (44 {Z.1'% , day of , 20 , by , who is ' +Hall kno + or who has produced 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. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ���R ... ~•. 60' %� Sign: Print: _ : �b ° a . o Print: fA :a �... ..i 4 • J= o, ° Q ^ o -:= My Commission Expires: w * * * * * ******* * * ****,�a�***** ** * *a, ••* eve *4 �** **** * *+s+x * *,x,�**** * * ** + + e�****+ x* a� ****** * * * *�+ *�+ * * ***�x****** *** r`l�APPROVED BY ` � � � Plans Examiner Zoning Clerk My Commission Expires: Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06I10/2009)(Revised 3/15/09) 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: '���� �.ti giv vt. DATE: O 1 23 f 20 i ADDRESS: (07 fJ vt) t 06 Sr 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 N 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 (4`4 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. Initial 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. Initial a (4--- 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 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 ti 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit 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 8. 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.ri 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 C"3 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 htto : //www.mvfloridalicense.com /dbor /pro /cilb/iindex.html Initial GU 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 financially responsible for the proposed construction activity at the following address: Initial ‘,U`-' 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 (14— 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 contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed 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 LS day of SA-5 , 20 ( 2— By Uo $ Vc-ffr h who was personally known to me or who has Produced there License or 1. &- _ \� OWNER s identification. • Arc- 4= e, -o: N = pr v+o C b m; . cOa Permit No: 12 -1624 Job Name: August 30, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide wind design loads signed and sealed by a license architect or engineer. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Existing fence T $ Garage DorTobeRepiace Existing Decks 4 T BBaack Garage swing Door to be I: Replace ( +38.0 / -50.9) WI 11111 IMAM MIEN Iltrx8,t0 4 Existing Impact Windows & ------ Steel Door to remain Ae Is R°ORSV. �BWRb'-0'r 1 r Scope of Work - Replacement of Front Door - Replacement of Back Garage Door - Replacement of Garage Door Doors `reduce Type Size Material Swing 38°X 80" Steel Door Swing 32"X 80" Steel Door Garage 8'X7' Steel Door Address: 102 N.W. 106th Street Miami Shore, Florida 33150 P rn 0) j( H C ? m H L m z -- 0 C - -, 0—. a 0 iz - -a I C- r- 0 im r m a 1 =0 D_ n r • 1 `- m j 0 ▪ m io 0 Fr 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PBRA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9'- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Faroe Corporation, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0119.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade sov /uora/ NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door ", dated 02/01 /2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS "Submitted under MA # 09- 0128.04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per PBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08-2149A1B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09- 012 &04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03- 0210.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS " Submiaed under NOA # 09- 012 &04" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting; Environment, and Regulatory Affairs (PERA) • ( +err` a 2/ 20 rlos . 1Ttrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -1 G DAB Door Comuanv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29 /2007 and expiring on 11/2912012. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Dmz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self- Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04-761- 15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al- Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. (41 Carlos M. Utrera, P.T. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -2 w. G DOOR NF101R Et 8'-8• 1' r -r 8' 8' CONSISTS O 2 SECTIONS , 2 SECTIONS 21 1 SECTION 1 3 SECX9NS 21 MORONS 21'- 5 SECBCNB 18' 4 8EO80N2 1 r 3 SECTIONS 18' 2 ; 18 1 8ECTION 21" 2 SECTIONS 21'' 21' 52C1SNS 21' 1 8SW= 1' 8 SECTIONS 21' 8 SHU80T9 18' 8;= 18' s'-9 10' 1 4 SECTIONS 18 SECTIONS 18" 2 SECTIONS 18° 1 18 1 SECTION 21' 2 SECTIONS 21. 3 SECTIONS 51' 4 SE OD8N9 21" 21' 1 -8" 10'-9° 11• 11'-3" tY -0' 11-8" 8 8W1XI9 21' 8 8 08058 18' 8 SECTIONS 18" 4 SECTIONS 18" SosTiONS 2 SECTIONS 18" 1 12'-3' 12'-8' 1 -9' 1 SECTIONS 1:. 7 SECTIONS 51' 8 SE0110n 18` 8 SEO1',, 18' 1 SECTION 21' 2 SIMON S 21' 3 3202088 21' 8201IOE9 21° 8 21' 8 8E01roN9 21' 151.111 II51 1 -r 13'-8' 13'-9" 3 SECTIONS 1 2 8EC8080 18° 1 SEM= 18 2.8E01IOM3 21' 21' SECTIONS 21' 8 SECTIONS 21 8 seam 21' 7 .: _ 21 14' 14' -3' 14' -8` 8 SEXTONS 21 8 SECTIONS 18' 18' 14-8 15' 18'-3" 4 SECTIONS 1: 3 8EOR5554.18' 2 SECTIONS 8" 3 SECTIONS 21' 4 SECTIONS 21' 8 88X110119 21' 8 =now 211 7 WORDS 21° 111IYS3it1 •ir9, 11 : SECTIONS 2 18'-8' 8 =DONS 21 18' 8 SECR0E8 18' 4 SECTIONS 21' 7 -1/2° X 3° X .071" L41LV. STEEL ENO ROLLER HINGE W/ (8) # 14 X 8/8" S14S TOP FIXTURE 8-1/2° X 2 -3/4" X 0.1" STEEL PRATE WITH ONE 8/10-18 US W/ NUT FASTENED TO END ST .E MTH (8) #14 X 3/4° SELF ORILUNO SCREWS CENTER STILE OPTIONAL. DOOR VIEWER TO SE INSTALLED STILE CENTER AT r ' A Z 8 lio W/ i0i TO 1 Wal 8' X 3" X 0.1" WITH (2) #14 STEEL 8/8" SUS BRACKET BRACKET STD. UET DOOR OWHEADRON 7 -7X X 3-1/8" X .010" WITH (4 #14 X 3/4" SOS END SRIE 1002 BAR GUIDES INSTALLED ON END STILE WITH (4) /14 X 5/8' WAS •tE � IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCI( 1002 BAR LOCKING SHOWN ALTERNATE TO LOCKS 8H0W4 ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES L THIS PRODUCT HAS BEEN RESIGNED AND TESTED 10 COMPLY VAIN THE REQUIREMENTS OF THE FLORIDA BUDDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. E. ANCHORS SHALL 02 AS LISTED. SPACED AS 'MOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATEWN. SHALL BE BEYOND WALL DRESSING OR STUCCO. a ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL A ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAES ARE NOT PART OF THIS APPROVAL 5. A LOAD 518011011 OXRFASE IS USED N DAN OF ANCHORS INTO WOOD ONLY. OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4' WIDE X 18' -0° HIGH DESIGN PRESSURE RATING m + 50.0 PSF — 80.0 PSF ITHI5 PRODUCT IS RATED FOR LARGE MISSILE IMPACT PRODEADEREVEMIP rr e{4e1miA�ns1WWerPl ride Pacaltsaro Ne a 010 iL drawing no. O1 -09 sheet 1 of 5 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.88 SO. STEEL TRACK BRACKET FASTENED TO WOOD JAMB 0011 (FULLY 8/166' 2�y1�-8 /8°�TAO SCREW DIVE 9RA12KEf Mk ALS'DMO /14 X 8/8° STS 8 PER HINGE 1/2" X 1-3/4" X .085° FIRMED STEEL /11120 10 PANEL. AND SECURED 10 END STILE WITH 3/18° PCP RIVETS 0 12" 0.0. Ir 024° STL PANEL 0 OUTSIDE OF 11 SOUR BRASS 000R VIEWER SY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/18" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4° X 2° X 2-1/2" X 18 GA. BTEEI. END STILE; =OW TO PANELS W1114 FIAPS AND 3/18" ALUM RIVETS SEE DETME. ABOVE aSALE, GLUEXD .045° AND RIVETED TO PANEL 6/ (4) 3/10° RIVETS 4114 8° SALE. POP RNE18� I.1 1 24 OA. STEEL PANEL 3/18° ALUM RNEIS FLAPS BENT OVER PANEL 1/2° PUNCHED HOLES 0 4° 0.0. END 811.E ANCHORS. A) 3/.8' D11. 011123 T m taKest 2°L EMBED INTO CONCRETE 1 -7/8° MN. EDGE DISTANCE B) VW OM. we »' BY 'HIM 1 -1/4° MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-8/8° TIN. EDGE DISTANCE INTO CONCRETE 4° MEd. 2002 DISTANCE INTO FILLED BLOCK l: 3/t CONCRETE Poe 3000 PS Mk 0 -00 GROUT FILLED BLOCK Pm - 2000 PSI MEd. STEM. TRACK BRACKETS SEE SHEET 3 FOR SPACING w/ ANCHOR TYPE A OR B (�) PER BRACKET SEE SEE SHEET 3 FOR BRACKET SPACING 2 -1/8° X 1° X .078° )TENED TO T PLATES STEEL TFUOIC .oT D M.S. & LOCI NUT 7/16° PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2" X .000° OALV. STEEL CENTER T0N0E SECTION B -@ INTERIOR SIDE 7-1/2' X 3° X .071° END ROVER HINGE 1.82° DIA. X .50" NYLON/STEEL ROLLERS W/ .44 DIA. X 4-1/4° STEM 1/4-20 SS BOLT & NUT mamas* 6 drawing no. 01 -09 (sheet 2 o, 5 ) r POP RIVETS 5/18' x 1 -5/8' TAG S 2 X 2 % 1/8° ANGLE , tt� V � a -3V/ SIEEIB -1/2° % $° % .904° 7 WOOD OR J 5/18° SLEEVE WITH 1 -1 4 / ° EMBED INTO MASONRY _ 3 PER BRACKET 2 -1/2° X 4-1/4° X 13 Ol. STEEI. PLATES WELDED TO 1 -1/2° X 1 -1/2A t� HORIZ. HORIZ. TRACK SUPPORT. SPOT WELDED m FIOBZ. TRACK CENTER SUPPORT RED. ON DOORS - WTIH TWO WELDS AT 7 -1At APART )^ ^ - [� $ 0. ;,. TOP ROLLER BRACKET ( . _ FASTENED W/ (8) 9 14X 8%8 S.M.S. . THK. CALK STEEL ADJUSTABLE SLIDE FASTENED m BRACKET W/ 8 18 -18&X 3/4° tEfC HEAD . atm. EXQFD;�AING 8 FT. IN N ©OM' 11 A .�..1 `° FIRST AT 3° O.C. REST' AT 9° OR. CONNECTED ANGLE Z r a n 8 i 4 I Of D18 X 3 & m S GUIDE WIRi (2) 1/4-20 X 8/8° BOLT & NUT A--, Now. TRAIT( ED A. WITH (4) 1/4-20 Be. BOLT &NUTS LENGTH = OPENING mow PLUS 12° HORIZONTAL 1 I1- -3-3/4 REINFORCEMENT STEE1. OLUED TO � FASrENED m VERTICAL TOTH I 1 14 GA OALK STE0. TWUCK a -1/8° % 1° XTO�' SECTION A -A (2 ) 2" X 5 -1/2° % .104' FASBNED W`TOP4)ROLLE XBI8A GALV. STEEL ". LOW HEADROOM DOOR OPTION HORIZONTAL RfP60RCEI4ENT /4[ X41,119; . k" �', gi 1 0 $ 0009 • SECTION HEKIHTS BRACKET PLACEMENTS •" ' CLU @XTO P 1. Q TO STILES VERTICAL WrtH ' (a) 3/18° POP RIVETS 5/18" INFERNO RIB r►� BHT 1ST 2ND 3RD 4TH 5TH B1 82 83 84 85 88 87 88 el ffi 1 8'-0' 18" 18° 18` 18° N/A 1° 11-3/4" 23° 34° 45" 58° 87"- 8' -8" 21° 18° t8° 21° N/A 1° 11 -3/4" 23" 34° 45° �` 87° a0 �{{{���iiii �fi Z a0 �i.. yy to I 1'C R gt opzt32S O ffi 7' -C° 21° 21" 21' 21" N/A 1" 11 -3/4' 23° 34' 45' 58° 87' - Y -8" 18° 18" 18° 18° 18" 1'' 11 -3/4" 23" 34' 45° 58° 87' 78-1/4° 1.82` DIA X .50° ROLLERS 8'-0' 21' 18° 18° 18' 21" 1" 11 -3 4 23° 34° 45° 58° 87° 78 -1/4" - SECIX)NS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 817. HMI, USE ADDRIOHAL TRACK BRACKETS AT 10' O.C. lfr W/ .44 Oh X 4-1/4' STEM �T1WRL INSlM1WNSt 1.8° X 218° X 3.3° X .000" / TYtACKET9 m TRACIt WDH ) 1/4' BOLTS &NUT$. 1 STEEL TRACK / i Ij �. !I EFTSPOLYSTTRENE N.0A. 1107.08 ■ j 907 - OR ISO-28 POLY- ISOCYANURATE - DNSBY =2AP07 A. 907- 0301.10 OR la ��r 1 �- , , II 1 Imo-., ++♦♦ I' -_'"' 14 OA. CALK STEEI. g ,_ g - ,- , , .--- ,,- "I I IFT HIGH 111 LIFT STANDARD LIFT �1 W// (4) #1T1 4 x 8/ MIN, .024' ROLL FORMED STEEL PAf1E1. MIN. 34 KSI i WITH PRIMER AND BAKED -ON TRA .K NFl gAi1DN PO.YSTER PAINTED EDP COAT APPLDD) m' BOTH SIDES OF stm r.,I, Lam:^ - LOW, NEADRODM� DOUBLE TRACK gy(AtLA)iE f VAC c .OPTIONS a�ci%o 1 g. fi 12 OA OALV. STEEL ..� --- W 4 % S/8 ••-• J RA 78892 CAN. 1.% , ` PAtNC1RBYBD s MI/19uF 1wId0 /e� BOTTOM SEAL. .058 ALUM PRATE drawing no. 01 -09 TATTH ' 11 NG AND THTHR1 SECTION A -A (sheet 3 of 5 ) k,) WOOD FRAME BURDINO$ STUD WALLS 08 DOOR CIMIN0 (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X8 PRESSURE TREATED ORADE 2 SYP OR BETTER wOoD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD SUPPORING STRUCTUREE TO VERIFY ADEQUACY of RIE WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 218 SW WOOD JAMBS MOH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR COW. COLUMN WITH 1/4" ULTRACON BY 'ELCD' WITH SPACNG OF 20° 0.0. INTO BLOCK WALL, WITH 2-1/4" MN. ED 18" D.C. INTO 3000 PST CONCRETE, W 1 -3/4 MIN. EMBED 2 -1/2° MEN. EDGE DISTANCE 1/4° TAPPER BY 'POWERS' WITH SPACING OF 14° 0.C. INTO BLOCK WALL, WITH 1-1/ 1463ED 18° 0.0. INTO 3000 PSI CONCRETE, 13/4 N8N. EMBED 3° MIN. EDGE DISTANCE 3/8° CONFLEX BY 'ELCO' oR 3/8' LDT BY IPS WITH SPACING OF 24° 0.C. IRO 3000 PSI CONCRETE, WITH 2 -1/2° MIN. EMBED 2' MIL EDGE DISTANCE 3/8° IRO SLEEVE 8Y 'HUT WITH SPACING OF 17° 0.0. IRO BLOCK WALL, NMI 1 -t //4° MN. 1:24BED 4' MIL OW. O. 18' O.C. INTO 3000 PSI CONCRETE, WMI 1 -1/4 MAN. EMBED AND 2 -1/2' MN. EDGE DISTANCE THE MOCK WALL CELLS SHALL 28 GROUT FILLED AND RETWORCED WITH FOUR # 5 BARS EXTF1/ON0 INTO FOOTING AND two TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM ME BEAMS TO FOOTING. PREPARATION OF JAMBS BY OThERS LAD SCREW AT 12° 0.0. STEEL STRUCTURE BY OTHERS htUST p00RSUPTHE LOADS IMPOSED SYSTEM 8/18' DIA. 00138 WITH WASHER & M!f AT 12' 0.0. MAX 1 -1/2' 1-314' °X 2-1/SL ° X 14 OA 12 0A CALV. STEEL FIAT BRACKETS *3° LONG AT 12° 0.0. N 00013 OPNG. AT 18' 0.0. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE 8/ (3) SPOT WELDS AT EACH SEE EDGE DIST CONCRETE Pa ® 3000 PSI MN. 0-90 GROUT FILLED BLOCK Fm ® 2000 PSI MIN. 2 -1./8' X 1° X 14 GA GAL . STEEI. TRACK T W 2 14 0 NUTS 00. ALTERNATE TRACK INST I I.ATION PROWSIWASO er=tvvWtlmPlod& Maploallo /DID 7-' I drawing 1f0. 01 -09 (wheat 4 oN 8 R7li'7S ?rax,i lT7i 1=EC EWANEMMA miEr— +':^ra-:a�ii:,� ICSPZI ME:IIIIIIIIIIFillIll ©IMFLu,:•15iafir7illIlLi' • 1..011TfIi'31i11113/11111,MYLA ©i:Wi S• 'U 7sc., 0,71 ICITf3it?i ®TIN EDGE DIST CONCRETE Pa ® 3000 PSI MN. 0-90 GROUT FILLED BLOCK Fm ® 2000 PSI MIN. 2 -1./8' X 1° X 14 GA GAL . STEEI. TRACK T W 2 14 0 NUTS 00. ALTERNATE TRACK INST I I.ATION PROWSIWASO er=tvvWtlmPlod& Maploallo /DID 7-' I drawing 1f0. 01 -09 (wheat 4 oN 8 DOOR PMNEL 24 GA. (.024) STEEL MIN. 7 /t8• DIA. WASHER !11 /8 X a14° SMS ® 3/8 FROM ENDS AND r o.c. tax. 04 ) 1 -3 S /8° ROM SW ENDS AND a -1/2° O.C. MAX. 178 X .082 DEEP GROOVE BY SAOYCNANROBOANTATE E PU91ICS 808 g08- 0305.08. O a/6•XFROM ENDS AND 4-1/2 0.0. MAX. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .1188 .082 DEEP DOOR PANEL 24 OA. (.024) STEEL FEN. 18/18° MIN. EXTERIOR 0.L OPG. Florida Building Code Online JP t!itbil;PART,`RL T'OP Business & Professional Regulation Florida Departmentqf Busines Professi Regulation BCIS Home 1 Log In 1 User Registration 1 Hot Topics incense oiacienJy: P.e,- t,late!airly. CE OPT .gECRETARY 1 of 2 Product Approval USER: Public User http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Submit Surcharge I Stems & Facts 1 Publication 1 PDC Stare 1 ecis Site Map 1 Lb*S 1 Search Product Approval Menu > Product or Application Search > Application List > Application Det an FL# Application Type Code Version Application Status Comments Archived FL15558 New - 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary, Product Manufacturer ]ELD -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 Ext2900 stevesa @jeld- wen.com Quality Assurance Representative Address/Phone/Emali Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfled By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, TAS 201 TAS 202 TAS 203 YAK 1994 1994 1994 8/29/12 4:05 PM 37.75' NAX. OA FFRAME WIDTH 1 1 3 OR wm ur SIDFJ R6 ANI�� NEWER FROM 911ERfOR SEE DETAIL. 4 ON SHEET 5 gip" hs; Nut Prepared By: MONO DROP4 Phone 407 -644 -8957 far 407-644-2386 el X NE 5 111 5 5 is s 1 l an en Mw a«. erg S. S FFELL x,10,, S -2104 skim. Florida Building Code Online hUp://www.floridabuildhig.org/pr/pLapp_dthaspx?param=w... Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/01/2012 05/01/2012 05/06/2012 0 Next Contact Us :: 1940 North Monroe Street. D191 ee FL 32399 phone: 850 - 487 -1824 The State of Florida is an ANEEO employer. Cotmiaht 2007 -2010 State of Florida. :: Prlvaw Statement :: Accesslbi0ty Statement :: Jtefund 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 man toms entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Horkia Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine 11 you am a licensee under Chapter 455, F.S., please click fSlft.• Product ApprovalAaoept -r 1=1 EA 2 of 2 8/29/12 4:05 PM FL # Model, Number or Name Description 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswlng Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions S -2104 for sizes, configurations, design pressure ratings, and installation details. Certifcation Agency Certificate FL15558 RO C CAC NI011082.pdf Quality Assurance Contract Expiration Date 08/31/2015 Installation instructions FL15558 RO II S -2104 SS.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes 0 Next Contact Us :: 1940 North Monroe Street. D191 ee FL 32399 phone: 850 - 487 -1824 The State of Florida is an ANEEO employer. Cotmiaht 2007 -2010 State of Florida. :: Prlvaw Statement :: Accesslbi0ty Statement :: Jtefund 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 man toms entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Horkia Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine 11 you am a licensee under Chapter 455, F.S., please click fSlft.• Product ApprovalAaoept -r 1=1 EA 2 of 2 8/29/12 4:05 PM BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107 "X 81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 will I Mot/ a,, ; W • 11 Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Manufacturer. JELD -WEN, inc. Product Category: Exterior Doors Product Sub- Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) 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. Limits of Use: Hermes F. Norero, 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 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 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 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 D E BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 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 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (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 ITV 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 (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 6 SP ® 1 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites t.au 3.00" 3.00 " jr TYP. I Tr'..--... TYP-- r "..-- +- 9.00" TYP. 6.00° TYP. 3.00" TYPE 16.41" PYP. +-- TYP -- 1+-- --►1 -«- 13.41° 6.00" TYF -400" TYF TYP. I H I 1 11 I 1 1 1 I I I 1 1 1 1 1 1 1 I I 11 I I II 1 1 1 5 ICES 3.85° c3.00" TYF?— I+- ■•-- 7.00° TYP. , •.,�, tr +3.00" TYF 7 nn° PM 3.00' TYP..- 3 nn" TYP- 4.- 4.50" TSP. 3.00° TYP— 1 3.00" TYP,.- 6.58° '1i? 9.00" TYP. 6.00" TYP. TYP. 6 TYP. 5 SPACES @ 13.85" III 1 1 I I I 1I 1 I I 3.00" TYP. _. --J x3.00° TYP. 7.00° TYP. 6 60 00" TYP. 6.00° TYP. .00" TYP. 12.50° TYP. 5 SPACES @ 13.85° 00" TYP. 7.00° TYP 12 125" 1YP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 JELDVEN® Steel SEW SAVERXOdNTOEINI '6' WOOD IDOFt4PA0tEREB. OU7SSWI0 1 ACT000EELwsM7ThtNJTI01ITSDSITES GENERAL MITES 1. DE PRODUCT IS DESWNED TO COMPLY WITH DE COMET FLOAIDA BELOW, CODE AO NCH YEL00IY fAIRRENE ZONE RMii =MEM 2. TOO INICKS BY ORsi• RUST BE ANCHORED PRAY 10 TRANSFER LOADS TO THE SIRUCTIE 3. PRODUCT A :NOBS BALL E AS LMIED 1181 SPACED PER NOM LOCATION MOOS. ANCHOR MEMO TO LUSE MATERl4L SIOLL BE WOAD WALL LEES= OR STUCCO. 4. SHE TABLE 1 ON 7HS OW MN DEEM PRESSURE RATINGS 5. 17112 PRODUCT NMI. THE 517ER lECt187EISNJS FOR %Wit EOM. SEE THE DEVON MOLINE CART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE UL4MD -OADE APPROVED IMPACT RESISTANT SHUTTERS. 7. S APPROVED IWACT TINT SHUTIERS ARE REQUIRED 8 SEEMS ARE AN OPTION AND OW L' USED IN A SOME OR DOUBLE .-. W18IAAT®81E9. M. (CaamELe el •WI a 24 go ( r•, info/mom tl2 lass, Gabm*ed Steel k-525 commemial pat), - . „ • per MI 620 Mt amp Woburn n yield Fy(ae)=24.000 pat mD- polystyrene w51 1.0 to 1.25 Iba/d des by The active mad 6raathre panels arc constructed from 2405 (ago' ream.) galvanized ate&. The face sheet taps and talons are Ford 10' over the top and bottom rails. The bop Lt4. rail measures 1.67' aide x 1. 042' high. The steel bottom ran le roW fined 0.021' galvanized steel 1.67' idle x 1.21' high. The skies of the face steel are roil formed the LW. Ytdr Mb and Pardaosa Pine tinge Mb whith moms 4.87' x 1.0' The interior essay 10 filed .Pin poyatyrene. The face dea1e are glued to the polystyrene. JEDDLE•SMITOL The eash lo constructed tram 240). (0.020' mtrr.) gatranked steel. De edges at the face shed are test 90' aver the poketyrene core and glued to R. The ridene panels are ranted to reserve the OM. Up LRa Frames or to opthmal Trim' Light RUM. (See steel 7 for glaring dikes.) The We !mines are sealed r/ OD glazing compound an the exterior. Emmaramdruolorn Me trance are constructed from Ponderosa Pie Jambe 4.5525' &op. The door and sklalte head jambs measurker we mortised l l and bull jailed to 81. Ede Jambe and attached with (3) 1200. 2' x 7/18' worm ale stapl we es. The site e a standard bump tee Pamko threshold meaeelrg 4.041 deep x 1.0' high. The threshold le attached to the frame with (3) 1600. 2' x 7/16' crown Mrs axles. Tm.EOFcgagom WAS a 0 . 1•rr4l'L IIINEMNI 0�'r� v xWr x WIN Il=Wir'ilf■Tir fir. , •:: „'h.,.�, r'�`r r war. , IFTThirr=AD .875' 117 80' MAIL OA TSVEL EIGHT 81.29' MAIL 011 ERNE HEIGHT 0.825' 74.5' MAX. 0A FRAME M INH .175' 35.625' MAX NEL mom '� W /AS(W�iL PAPSL WDJH ®® a ACTIVE co 0 0 • DOUBE COMM FACT 0207 ow 37.76 YAK 0A MEMMIMILEIRESE RIME N7DR1 7025' MAX. OA FRAME 8•711 76' .75' MRL.L. DP. EIAR DP. .875' 36' EX 0511. DP PANELDN9DRH 81.25' YAK OA FAME HEGHT 80'. YAK 011 PANEL WNW 81.25' M4IL OA FRAME HEIGHT 0.75' OEM PRESSURE RtNE -WERE 301131 MUM= =UMW IS NEE WEE OMRL %AA tan) //WD NON -WAIST EMS +as pet -70pat WORE DOOR ONT {ni cox lax tOOV WOO WON -WAIST SEES +57 Pel -57 psi 80' MAX. 011 PANEL HECHT 0.75' 45.5' MAX 0A 26841E FRAME 81070 14' IA% 0A PANEL *WITH 4, try 81070 .r= 0.826' 6.3.126' MAX OA D.LO. 68010' BEE MOW APACE UNIT (OXO) N20 -FACT S11R1ltES VEWFD 131re0 EL7EIEOR 107' MIL. 0.11. ARNE EOM 2754_ DP. 0A GAR /VP' PANEL WIDTH 36' WK 0A p/ .125' FVIL *M176 MULL. CB CI 5*CINE v v PI 12 ACOYE v 4, 15.5' MAIL oil S:78DE FUSE 50TH 14' AWL 0A PA121. 210177 6' MAC 00. �I 0.675' c1 X s=Y ►r 1 e Hui,, F. 63.125' 41x5 OA NEWT DOUBLE 01RSireY6 APACE U MT (0X40) W/ 1JV- PIPACT Sri97� 1EFn 117120 eX 21521 a 4 411; I • a ail aw Prepared Bp BURLING DROPS, OIC. Phase 407 - 644-7 Far: 407 - 644 -2368 Dm 9- 1 -0 SCAM A.T.S. aM..rt NJ ma. mm 8.&111121. OWING Naa S-2104 war CE_IL u_a 0J5 MN. EDGE Da 1.50* AWL 0.250 eia IA% 000R STEW. FACE SEEt 2404. FRAME WAD OMER JOINTED PONDEROSA RIO HOWE TOSE Ate (RISER AIMED POADEROSA MAME INCH 4415/ (RISER JOINTED P0101EROSA Ii.iJLiLIwj_ DOOR TOP RAD. DOOR 11017011 RAIL' DOOR HINGE SSE ENVER AVRED 11-4- • LOCK BLOCK FWGER PAStEROSA 3/16 Mg TAPCON ANCHOR W/ 1 1/4 M EASED. EXPANDED POLYSTYRIDE 1.0 to 1.25 cf EtD-WEN INM 24 KW WO at= me mar U4X HIGH DENS1Y PLASTIC OR WATER) 141110V 400 SEWS KNOB KNOW TITAN 700 SERIES COWDOLT );) CiraiNFAW' 1(071111747751.1=MOMMEI 114111 NAL 1604. x 34 FOR 3 QUARTER. ROM. ve WIRIER ROOND swarm 5102 ),) A ...AL RAIL "al mum nal SET 15 Irl ErAME17113111:1MTLIIMI irraniLL.12.11122.11Nim'•_r7Ti m.i. Ill ASIRAGAL SINE PLAT ciat2 1111111•1111=111■1•11•1111111M72 L911 Y KNOB . a.ls.,.. :21.2: iiii?..'i 11r131 YALE OEVISOLT 11111 NM 1. 01.,,L2ilaul,L3,,i_.• LIAL,Ia7=3 . ti,i IrrilpiLitikarimili mr---1821= NI Warm Iwo DSTAILSION SCATS W 1 tat. away ME1711MI Nail ,..i.M1=IIIIII W31.1 L!.! -It DEAD :, -,2 _..,J 0 to /111711111 r JL. t c_j• r w 1 r, WM 9-11-0 SCAE, N.T.S. eft J2U cfac. en S. SAFTELL DRAWING Has S-2104 MASONRY BY OTHERS (� HINCZ JAMB TOOOBU� SECTION SEE NOTE 1SH4 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31'DIAx9J' LG. AT TOP &BOTTOM IIIIIIU 11110' 1 m MEER L1 ASiR�dL TD Snte ATTACJ1JENT NOT@ ITEM 24 NOT SHOWN THIS WEW FOR uu►ggrrr N 45-W...***' gS F. 0 , '1. Prepared ! 9 -11-01 MOM NSS ow. sn JWJ HORIZONTAL CROSS SEC71 AT 1 81 DRS NC. Puns 407 - 844 -6957 Fax 407- 844 -2356 SHEET OF-8— Q SEE NOTE 4 ON SHT. 4 el 000 C-- O(.0 sHENWE47 1.750• WT. — PH1EI 111. hi; SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHE 4 SEE NOTE 2 014 SHE 4 SEE NOTE 6 ON SHT. 4 0.750" SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 O ON SHE 4 HORIZONTAL. CROSS SECTION 4 AT SIdELITE TO LATCH JAMB NOTES: CONCRETE/ 1. SPACING FOR ITEM 126 THE 110 x 1" PEN SCREWS ATTACHING THE 88'EiIAL ASDTi GIL TO THE INACTIVE DOOR IS �, AS FOLLOWS: FROM THE TOP DOW4 & THE 001TW1 UP: 1.0", 2.5", 4.0", 5.5: 13.0*, 18.0' & 264.' OTTERS 2. SPAS FOR REM 123 THE 16 x 1 1/2' PLASCREW LS As FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SOUIE PANEL; 3.0' EV FROM EACH CORNER. ON TW SIDES. VERTICALLY. FOR THE SIDE.ITE PANELS; 3.0", 13.0. 26.0", 39.0: 52.0" & 633.0". 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIOEIJTE AND ITEM 19 THE 16GA X 1" BRAD RAM NAIL ATTACHING THE MUWO1 CAN TO THE MUWON BAR VERTICALLY, 5 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FIN THE 3/8" OUARIER ROUND) 1.25' IN FROM EACH CORNER WITH (1) NAM. MID -SPAN. ON THE VERT7CAU.Y (FOR BOTH 3/8' QUARTER ROUND & MAIM 01P1 1.25" FROM EACH RD & SIX MORE EQUALLY SPACED O1 THE FIELD 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 1/2" PSI SCREWS WHEN ATTACI THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION 1 (IEM 124, A 18 x 2" PIN WOOD SCREW. 5. SPACING FOR REM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS 106ETHER AT THE MULLION, 5 AS FOLLOWS: 6.0' FROM EACH VERDGN. CORNER WITH (4) MORE SCREE EQUALLY SPACED ON THE FIELD, 6. THE SIDEU(E PANEL 5 SEC D INTO THE SMITE JAMB W/ REM 129 SILICONE CAULK ON THEE SIDES AND 3/8" QUARTET 7. 61184 ATTACHING THTLLEE TO THE .AMB AND BUCK USE REM 127, A,10 PFH SCREW: WHEN ATTACHING DsT THE HINGE TO THE JAMB AND SIDEJRE JAMB AT THE MIRUOV ICE ITEM 114, A 110 x 1 3/4' PHI WOOD SCREW! 8. SPAN FOR REM 149 THE 16 x 1 1/2" PANHFAD SCREW (ORI�I►Y LREFRAME) 5 AS RUMS: DFJJTE UTERINE FROM THE TOP DOWN VERTICALLY: 3.25: 18.0625", 32.8125'. 47.5625" * 82625'. SIDELITE LREFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY INSTAUATTON ANCHORS OF EQNIVALENT PERFORMANCE CHAPACTERSTI S CAN BE USED UPON APPROVAL O' THE ARCITECT O1 ENGINEER OF RECORD FOR THE PROJECT OF INSTAL ATION. 10. USE ITEM 151 WHEN INSTAWNC 9R0 WOO SUBSTRATE AT MEAD & JAMBS. USE REM 125 WHEN INSTALLING INTO MULLIOS. USE ITEM 116 WHEN 95TALLIVG ddT0 CONCRETE/MASONRY SUBSTRATE AT SIDELRE SUS. SEE DETAIL 5 014 SHEET 5 HORIZONTAL CROSS SECTION AT SIDELJTE 70 HINGE JAMB r SEE NOTE 3 oN SHT. 4 0.750" SEE VEND_ DETNLS, SHEET 7 SEE GIALTIG DETAILS, SHEET 7 EXTERIOR 0.125" MKT INTERIOR GLASS D K SEE NOTE 2 ON SHT. 4 L 0.250" MAIL MA SEE NOTE 6 ON SHE. 4 ,%JE.S F. fD, SE T s �, ye` •t .• W MTh NUM 0288,4 51C. Phasic 407 Fax 407 - 644 -2366 eg tB �.a ,,, ism Cq, am 9- 1 -0 8 N.T.S. DWG. ers JWJ aas an S. SAFFELL p LIMING tOs 5-2104 etm _4_ of . 81.25' MAX 0A FRAME HEIGHT T. MAX OA FRAME WIDTH —. - SEE DETAIL 2 Th. /- 11 STTT. 6 1YP 5 SPACES 0 13.85' 6.00 TYR 6.00. 1YP. -3.00• TYP. 12.50• 1YP. 3 00. 1113.1 112. 25• 7.0e TYP. TYP. SEE DETAIL 3 1»J11I,SSHE DCX2E 000R WRHOIT SIOFLOES A LOCJrI. MaLED FROM CNIERIOR 3 SEE DETAIL 4 ON 1H15 SHT. Q11 Co Ill 111/- 111 — _ SEE NOTE 5 _ j ON SHEET 4 IVO I Nor E Ira DETAIL 2 - 0 HEAD JAMB DETAIL 3 - A THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE 12551L4 HINGES 10 JAMB & DOOR STRIKE PLATES 70 ASTRAGAL S!NG1E DOOR 61774 SIDEUTES ANCHOR LOCATIONS NE180 FROM INTERIOR SEE NOTE 10 \ ON SHEET 4 SEE DETAIL 4 ON MS SHE C -Sits% •\ DEMI QpgS "' TERSUNK FINSTALLATION ANCHORS `O'F 0 e` .O Pivoted By: BIA.DBCO WOK INC Plan 407 -844 -8957 Fac 407 -644 -2368 Vgai 0.1 14 s3 4 it R 0 0 1 dws• Oat 9 -11-01 scam N.LS aw @h JAl1 aim at S. SAFFELL DRAM nos 9-2104 SHIM OF L 107.OD' MAX. OA FRAME IKDTH 4.50' TYP. --- 3.00' TYP: 3.00' TYP. 81.25' MAX. OA FRAME HEIGHT • 5 SPACES O 13.65' 3.00' -� SEE OEDH. 2 ON SHEET 5 16.41' IYP. .oO• 1YP — l00' IYPr- 111 13.41' TYP. 6.00 TIP. 1 11 TIP. SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 .. ON SHEET 5 3.00' 63.00* 7171: 1 . 7.00 TYR 11 SEE DETAIL 3 ON SHEET 5 VOWED FROM BRINIOR LocAT> O' TIP 7.00' TYP. SEE DETAIL 4 ON SW 5 81.25' MAK OA FRAME HEIGHT 36!25• 37.75' M4 L 0.14. FFRAME WIDTH 1 tor TYP.`1 6 1YP. 6 SPACES 0 11.54" SEE DETAIL 6 / ON SHEET 5 B} 1 SEE DEDETAIL 4 7 /ON SHEEP 5 E WRHOUT SiDELE5 ANCHOR LOCATE HEWED FROM POP g 1 5 Propated Bs axon DROPS, INC. P1 407-6444957 Fax 407- 844 -2366 14 WEI 8- 1-0 s .60 JWJ c. eh S. SWELL Mare tat 5-2104 o eau _f_arA_ III y'IAZING DETAIL 1 ODL UTE FRAME SINGLE PANE 1/8' TEMPERED (SASS SPARTECH POLYcCM PP5530 C13 ,„ ' 'r 1.000 mit r�,JII�I!' ,i�ll(Er .75'x.50' 0. STEEL SPACER GLASS EYE 0125' TEMP GLASS GLAZE DETAIL 2 TRBWlY UTE FRAME T/2' INSUIATED TEMPERED GLASS LUPOY EU -5007 CIAZINO DETAIL TOM? UTE PRATE e INSULATED TEMPERED GLASS LUPOY EU -5107 LJ 0.125' TEMP. CLASS ALL GLAZING CONFIGURATIONS SHALL COMPLY MI SAFETY OAZGIG RODUREIWDS OUTIJNED IN FBC SECTION 2408. pme d By. BUILDING DROPS, INC. Rota 407 Ray 407- 844 -2316 LLJ 1.752* 2.62r Gam n 11111 II .; ; . 1,1.; 11 TRINITY RAMC LflE OT MATERIAL APPROVED UNDER OA 107-0828.01 MARY RASRC LIT KIT MAMA!. APPROVED MB? )10A 107-0828.01 ODL RAMC IIIE KIT ?ATRIAL APPROVED UNDER NDA 110-1206.01 0 0 0 O D. 11:0 1 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: NI011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswiug Glazed or Opaque Maximum Size Design Pressure Pos/Neg (psf) Water Test Pressure Missile Impact Rated Test Report Number & Comments X Single OS Opaque 3'2" x 6'10" +66/ -70 10.0 psf Yes CTLA -696W Max Panel Size: 3'0" x 6'S" Installation Details: S -2104 (1-8) OX/X0 Single w/Sidelite OS Door - Opaque Sidelite- Glazed 4'5" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelite -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (1-8) OXO Single w /Sidelites O/S Door- Opaque Sidelites- Glazed 5'10" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S -2104 (I-8) XX Double 0/S Doors - Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S- 2104 (1-8) OXXO Double w/Sidelites 0/S Doors - Opaque Sidelites- Giazed 8'11" x 6'10" +57/ -57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S- 2104 (1-8) attonal Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: ni ECENED SEP 1 2 r i ? DESIGN PRESSURES (PSF) OPENING SIZE MEAN ROOF HEIGHT 15' -0" 16'-0" 17' -0" 18'-0 -19'0' 20•-0" 21' -0" 22-0" 23' -0" 24'-0" 25' -0" 8'x6 8' x 7' 8' x 8' 8'x10' 8'x12' 8'x16' 9'x6' 9'x7' 9' x 8' 4'x10' 9'x12' 9'x16' 10' x 6' 10' x 7' 10'x8' 10' x 10' 10'x12' 10' x 16' 12' x 6' 12'x7' 12' x 8' 12' x 10' 12' x 12' 12' x 16' +36.0 +36,5- 436.9 +37 4, +38.2 +386- .+39.0 48" -49.3 +37.8 +38.2 +38.6 44.7 45.3 '�9 47.4 --47.9 -48.4 +35 +3 .2 .6 + 0 +37 4 +37.8 +38.2 44.D 44 6 1-451 ' X46 t 46 7 -47 2y -47.7 +34.6 +35.1 +35 +3G 0 6.4 +36':8 +37x:'+37.5 -42.8 - 43.4 43 � 5 0 -45.5 - 45.9 -46.4 +34.2 +34.6 +35.1 +35.5 +35 9 +36.3 +36.7 +37.0 41.9a 3 ^4 3'0 43 5 3II :5 X44,9 -45.4 +33.4 +3 .9 �+ +334 34.7 +35,1 +35.5 +35.9 36.2 -40.4 -409`, -41.4 4 9x 2 4 42,9 `.3`` -43.7 +35.7 +36.`1' 426.6 +37.1" +37.5 +37.9 +38.3 +38.7 -44.8 -45.5 - 46.0 - 46.6 - 47.1 - 47.6 - 48.1 -48.6 +35.7 +362 +36.6 +37.1 - 44.6 - 45.2 - 45.8 -46.3 +35.4 +35.8 +36.3 +36.7 - 43.9 - 44.5 - 45.0 -45.6 +34.8 +352 +35.7 +36.1 -42.8 - 43.3 - 43.8 -44.3 +34.3 +34.8 +35.2 +35.6 - 41.8 - 42.3 - 42.9 -43.3 +33.6 +34.0 +34.4 +34.8 - 40.3 -40.8 - 41.3 -41.8 +35.9 +36.3 +36.8 +37.2 -44.9 -45.5 - 46.0 -46.6 +35.5 +35.9 +36.4 +36.8 - 44.1 -44.7 - 452 -45.7 +35.1 +35.6 +36.0 +36.4 - 43.4 - 43.9 - 44.5 -45.0 +34.5 +35.0 +35.4 +35.8 - 42.2 - 42.8 - 43.3 -43.8 +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 -40.7 -41.2 - 41.8 -420, 2;8 43-2 - 43.7 -44.1 +32.8 +333 +337 +34.1 °' '34 r +x34 +35.2 +35.6 -39.2 39.7 °-40,2 -40,7 --412 .6 -421 -42.5 +34.9 +35 4 +35 8 +36 3 +36 1 81.5 +37.8 - 43.4 49 450 456 3L46.5 -47.0 +34.5 +35.0 +35,(X3519 +3 X6.7 437.0 +37.4 - 42.5 -4 -4? 7 ! "" 44 7 X54'7• -46.1 +34.2 +34. +664 *35,5, +35 9 ' +36.3 436.7 +37.0 - 41.9 - 42.4 -43.0 4i5.1. 4 -44.5 - 44.9 -45.4 +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 40.7 41.2 Pr4142, -42x3 142.° A§ 2 )443.7„ -441 +33.1 4733.6_434.0 434.4'1:14. 5,2 +35.5' 4 5.5 - 39.7 40 40.$.: ,4413 4148" -4 42.7 -43.1 +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 -38.2 -38.8 -39.3 -39.7 - 40.2 - 40.6 - 41.1 -41.5 .2 +35.3 -44.0 +34.9 -43.4 +34.3 -42.2 +33.9 -41.2 +33.1 -39.7 +35.4 -44.3 +35.0 433 +34.6 -42.8 +34.1 -41.6 +lg 1 +3e.5' X59 +373 +37.8 +382 - 46.8 - 47.3 -47.7 +37.1 +37.5 +37.8 - 46.1 - 46.5 -47.0 +36.5 +36.9 +37.2 - 44.8 - 45.3 -45.7 +36.0 +36.3 +36.7 - 43.8 -44.3 -44.7 +35.2 +353 +35.9 - 422 42.7 -43.1 +37.6 +38.0 +38.4 - 47.1 47.6 -48.0 +372 +37.6 +37.9 46.2 - 46.7 -47.1 +36.8 +37.2 +37.5 - 45.5 - 45.9 46.4 +36.2 +36.6 +36.9 - 44.2 - 44.7 -45.1 +39.4 -49.7 +38.9 -48.9 +383 -48.1 +37.9 -46.8 +37.4 -45.8 +36.6 -44.2 +39.0 -49.1 +39.7 -50.2 +39.3 -49.3 +38.9 -48.5 +38.2 -47.3 +37.7 -46.2 +36.9 -44.6 +39.4 49.5 +40.1 -50.6 +39.6 49.7 +39.2 -49.0 +38.6 -47.7 +38.0 -46.6 +372 -44.9 +39.7 -49.9 +38.6 -48.2 +38.9 -48.6 +39.3 49.0 +38.2 -47.4 +38.5 -47.9 +38.9 -48.3 +37.6 -46.2 +37.9 -46.6 +38.2 -47.0 +37.0 -45.1 +37.4 -453 +37.7 -45.9 +36.2 433 +36.6 -43.9 +36.9 -44.3 +38.7 -48.5 +39.1 -48.9 +39.4 -49.3 +38.3 -47.6 +38.6 -48.0 +39.0 -48.4 +37.9 -46.8 +38.2 -47.3 +38.6 -47.7 +37.3 -45.6 +37.6 -46.0 +37.9 -46.4 +36.7 -44.5 +35.9 -42.9 +38.2 -47.4 +37.8 -46.6 +37.4 -45.8 +36.7 -443 +36.2 43.5 +35.4 -41.8 +37.1 -44.9 +36.2 -43.3 +38.5 .47.9 +38.1 -47.0 +37.7 -46.2 +37.1 -44.9 +36.6 -43.9 +35.7 -42.2 +37.4 -45.3 +36.6 -43.6 +38.9 -48.3 +38.4 47.4 +38.0 -46.6 +37.4 -45.3 +36.9 -43.3 +36.0 -42.6 ASCE 7 -10 2010 FBC GARAGE DOOR PRESSURE CH (WORST CASE DESIGN PRE DESIGN PRESSURES (PSF) OPENING SIZE MEAN ROOF HEIGHT 15'-0" 16'-0" 17' -0" 18'-0" 19'-0" 20'-0" 21'-0" 22'-0" 23' -0" 25'-0" 14' x 6' +343 +35.0 +35.4 +35.9 +363 - 423 - 43.1 - 43.7 - 44.2 -44.7 +36.7 -45.2 +37.0 45.7 +37.4 -46.1 +37.8 -46.6 +38.1 -47.0 +38.4 -47.4 14'x7' 14'_x 14' *'10 +34.1 +34.6 41.7 42.3 +33.8 -41.0 +337 39 9 +32.7 +320 37,4 +34.3 -42 2 14 i-3] 14'S 15' x 6' +35.0 +35.4 +35.9 - 42.9 - 43.4 43.9 +35.5 X94:9 41.9 +34.4 -40.9 +33,6 <39A +36.1 -44.3 +34.7- +35,1 =42■7 +33.6 +337a _435• 38.0 -42.8 +32.8 38,4` +33.2 ,a8.9 45! x 15x8'- 15'x10' +33 9 f34 4 -41:4 +36 -403 +33.0 +333 -393 -40.1 `-42.0 x340 -41.2 x35 2- '43.3 +34'6 X2:5' -+34:5 +35.7 -43.8 '-43.04 v�34>9 -42.3 +36.2 -44.4 +35.9 -43.6 +353 -42.4 +34.7 -41.4 +34.0 -39.8 +363 -44.8 +36.6 -44.8 +36.2 -44.1 +35.6 42.8 +35.1 41.8 +34.3 -40.2 +36.9 -45.3 +37.0 45.3 +36.6 -443 +36.0 43.2 +35.5 -42.2 +34.6 -40.6 +37.2 45.7 +37.3 -45.7 +36.9 -44.9 +36.3 43.6 +35.8 42.6 +35.0 -41.0 +37.6 -46.2 +37.7 -46.1 +37.3 -45.3 +36.6 -44.0 +36.1 -43.0 +35.3 -413 +37.9 -46.6 +38.0 -46.5 +37.6 45.7 +36.9 -44.4 +36.4 43.4 +35.6 -41.7 +382 47.0 4351 ' =43.5 +�5.3 -42.8 +33.9 +34.3 +34.7 - 40.6 - 41.1 -41.5 -41.8 '44:0 +35.7 -432 +35.1 42.0 +36.4 -44.4 +36.0 -43.7 +35.4 42.4 +36.8 -44.9 +36.4 -44.1 +35.8 -42.8 +37.1 -45.3 +36.7 -443 +36.1 -43.3 +37.5 45.7 +37.1 -44.9 +36.4 -43.6 +37.8 -46.1 +37.4 -45.3 +36.7 -44.0 15' x 12' +323 +33.0 +33.4 +33.8 +34.2 -38.6 -39.1 -39.6 - 40.1 -40.5 +34.6 -41.0 +34.9 41.4 +35.3 41.8 +35.6 42/ +35.9 -42.6 +36.2 -43.0 15' x 16' +31.8 +32.2 +32.6 +33.0 +33.4 -37.1 -37.6 -38.1 -383 -39.0 +33.8 -39.4 +34.1 -39.8 +34.4 -40.2 +34.8 -40.6 +35.1 -40.9 16' x 6' +34.2 +34.6 +35.1 +35.5 +35.9 - 41.9 -42.4 -43.0 43.5 -44.0 +36.3 -44.5 +36.7 -44.9 +37.0 -45.4 +37.4 45.8 +37.7 46/ +35.4, -41,3' +38.0T, 16' x 7' +33.8 +34.2 +34.7 +35.1 +35.5 - 41.0 - 41.6 - 42.1 - 42.7 -43.1 +35.9 -43.6 +36.2 -44.1 +36.6 -44.5 +36.9 -44.9 +37.3 -45.3 +37.6i - 45.2'; 16' x 8' +33.4 +33.9 +34.3 +34.7 +35.1 - 40.4 - 40.9 - 41.4 - 41.9 -42.4 +353 -42.9 +35.9 -43.3 +36.2 43.7 +36.6 -44.2 +36.9 -44.6 +37.2 -44.9 16' x 10' +32.8 +33.3 +33.7 +34.1 +34.5 -39.2 -39.7 -40.2 - 40.7 41.2 +34.9 41.6 +35.2 -42.1 +35.6 -423 +35.9 -42.9 +362 43.3 16' x 12' +32.4 +32.8 +33.2 +33.6 +34.0 -38.2 -38.8 -39.3 -39.7 -40.2 +34.4 -40.6 +34.7 41.1 +35.1 41.5 +35.4 41.8 +35.7 42.2 +36.6 -43;61 +3�:0 42.6 16' x 16' +31.6 +32.0 +32.5 +32.8 +33.2 -36.7 -372 -37.7 -38.2 -38.6 +33.6 -39.0 +33.9 -39.4 +34.3 -39.8 +34.6 -402 +34.9 -40.6 +352 -40.9 ;WIID MEl EXp08-71- , ,117a MPH '0.85 DESIGN NOTES 2010 FLORIDA BUILDING CODE, ASCE 7 -10 Kd ■0.85, Kzt =1.0, Kz =TABLE 30.3 -1 qh = 0.00256 *Kz *Kzt*Kd *V*V P ° qh ((GCP)-(GCpI)), GCpI= +-0.18 EXTERIOR (CORNER) ZONE 5 USED THROUGHOUT TABLE OVERALL TRIBUTARY AREA USED FOR RESULT GENERAL NOTES 1. 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. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE 15 OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CtK i IFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGTi }.)$BASED ON THE 3 SECOND GUST (WIND VELOCITY) ' F t8 RY It (GENERAL RESIDENTIAL ; i�(hiER T STR TN SET 5 NOT C� ESSENTIAL FA (08 AS5EM9LY PAIICIES. TOPOGRAPHIC FA 0Rl(ztira 1. R FLAT TERRAIUCTION). N 1 .�Ei.ONLY.. INTERNAL P COEFFICIENT GC8I =-f/ C.18) ENCLOS ii ING ONLY. VERIFY U660.1 d =0 85 (DIRECF.ION,A TY FACTOR) WITH LOCAL BUILDING,DEPARTNIENT. HVHZ = HIGH VELOCITY IIORRICANEi ZONE: wogs, ARE FOR WALLS AND VERTICAL _ PRESSURE-TAB "LO THE GARAGE DOOR OPENING IS 'AS' ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7 -10. 6.AD L O .3MPA(,F PRD ECTiON SYSTE C , 7. NO, CERTIFICATION f OFFERED FOR 'HE w INT DF THE'A2ST�RE 8.' EX EPT AS EXPRESSLY PI8OVIDED HEREIN, NO ADDIRONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 03/22J2012 ONLY O 0Nn jLLm U J bp �¢ ULL6 aW c� Z ym W N-I ywm VI c4 J a W 0 U Z n w I=A 0 w z m a °z 2 .. O S 0 O T-1 O N 00 -MPS10 -450 SCALE 101 PAGE DESCRIPTIONI 04/09/2012 - 4:43pm gabriels F: \01 Project Flies \_2010- MPS\400 Wind Charts\_ Reference \00 -MPSIO -400 Series 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 PSF) - ZONE 4 Tribute Area 5. Ft 10 15 20 ,, 30 50 1 -,-, 1♦. {a 0 -15ft 16 ft 17 ft -51.1 +47.1 -51.8 +47.8 -52.5 +48.4 - 49.9 +45.9 -50.6 +46.5 -51.2 +47.1 o vi u. }o IA1 w G1 V p�0, -48.3 +44.3 ) - 49.6 +45.5 l -477 1+43. - 48.4 +44.4'. -49.0 +44.9 8 l� 1 4 .'� �„ . ° _ : r - 18 ft -53.1 +49.0 -51.8 +47.7 -50.9 +46.8 - 50.2 +46.0 -49.6 +45.5 .. ! f.,.1.� -57.1 ' s� 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 +443 T7, �.; 20 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 -53.5 +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 24ft -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 +525 -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 +515 -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 -533 +49.0 -53.0 +48,5 -52.6 +48.1 -52.3 +47.7 28ft 58.3 +53.7 -56.9 +52.3 -55.9 +51.3 -55.1 +50.5 -54.5 +49.9 ';=*,•}jj I]"'.,Y �1 , Ws,•, 29 ft 30ft 32ft -58.7 - 59.1 +54.5 -60.0 +55.3 -57.3 52.7 57.7 +53.1 -583 +53.8 -56.3 +51.7 56.7 +52.1 -57.5 +52.8 -553 +50.9 55.9 51.3 -56.7 +52.0 -54.9 +50.3 -55.2 +50.6 -56.0 +51.3 l (+54.1 I 0 -5 +50.8 _ ^- i - l 35 ft 61.1 +56.3 -59.6 +54.8 -58.6 +53.8 -57.7 +53.0 - 57.1 +52.3 +49.7 r n krlo r „.,1 40 ft 62.8 +57.9 -61.3 +56.4 -60.2 +55.3 -59.4 +54.5 -58.7 +53.8 -58 +53.2 III ° °� ' Y4s 45 ft -64,4 +59.4 -62.8 +57.8 -61.7 +56.7 - 60.9 +55.8 -60.2 +55.1 -59.6 +545 -59.1 +54.0 -58.6 +53.6 -58.2 +53.2 50 ft -55.9 +60.7 -64.3 +59.1 -63.1 +58.0 -62.2 +57.1 -615 +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 -63.5 +58.3 -62.8 +57.5 -62.1 +56.9 -61.6 +56.4 -61.1 +55.9 -60.7 +55.5 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 z 1 fn NOW O F-' O O U] I-i tri 8 3 In REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof 8Ight DESIGN PRESSURES (PSF) - ZONE 5 10 15 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft -63.1 +47.1 -60.6 +45.9 58.8 C +45.0 6 -57.5 +44.3 -56.4 +43.8 -55.4 +43.3 -54.6 +42.9 -53.9 +423 -53.2 +42.2 16 ft -54.0 -61.4 -59.7 -58.3 -57.1 -56.2 -55.3 -54.6 -54.0 +47.8 +46.5 +45.6 +443 +44.4 +43.9 +43.5 +43.1 +42.8 17 ft -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +433 -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 +45.5 +45.0 +44.6 +44.2 +43.8 19 ft -66.3 +493 -63.7 +48.2 -61.8 +47.3 -60.4 +46.6 -59.2 +46.0 -58.2 +45.5 -57.4 +45.1 -56.6 +44.7 -55.9 +44.3 ZO ft -67.0 -64.4 -625 -61.1 -59.9 -58.9 -58.0 -57.2 -56.6 +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -67.7 -65.1 -63.2 -61.7 -60.5 r'ti'- •. -57.8 -57.1 21 ft +50.6 +49.2 +48.3 ' i" '_A I y ; +45.3 -68.4 -65.7 -63.8 -0 i� -� 4 -573 22 ft +51.1 +49.7 +48.8 : t r „.,1 i +453 23 ft -69.0 +51.6 -66.3 +50.2 -64.4 +492 -: + . ° Y4s :€ €`: , . 9.0 a -58.2 +46.2 24ft -69.7 +52.0 -66,9 +50.6 -65.0 +49.7 -6 +48.9 +48. - • _ . 3 ',7.3 °r +46.9 -58.8 +46.6 25 ft -70.3 -67.5 -65.5. " e }j. > r .3 +52.5 +51.1 +50.1 .3 !g ! ? 7 7.0 26 ft -70.8 -68.0 -66.1 -64 -59.8 +52.9 +513 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 27 ft -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 +53.3 +51.9 +50.9 +50.2 +493 +49.0 +483 +48.1 +47.7 ZB ft -72.0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 -60.7 +53.7 +52.3 +51.3 +505 +49.9 +49.4 +48.9 +483 +48.1 29 ft -723 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 30 ft -73.0 -70.1 - 68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 O +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 ft -74.0 -71.1 -69.0 -67.4 -66.1 - 65.0 -64.0 -63.2 -62.4 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -75.4 -72.4 -70.3 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 50.4 `b -77.6 -74.5 -72.3 -70.7 -69.3 - 68.1 -67.1 -66.2 -65.4 ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 45 ft -79.5 +594 -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 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 55 ft -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 60 ft - 84.5 +63.1 -81.1 +61.4 -78.8 +60.2 -77.0 +59.3 -75.5 +58.6 -74.2 +58.0 -73.1 +57.4 -72.1 +56.9 -71.3 +563 DATE INIT ISSUE GSS TSB 03/05/12 REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 TEAS 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.5. "ALTERATIONS, ADDMONS, 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 CRP USE OF CRITICAL C• 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE B CANNOT BE IDENTI 5. ALWAYS ROUND 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD SP' OPENINGS ONLY- AREA OF AN OPENIN MRH <_60' BASED ON Kd =1.0 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER 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 Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY • CRITLCAL (10 SQUARE FEET) SHALL .,.. ..., . ="Rts '- ,� -T x• y . EtO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH °° B r H D, P i° LEST 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 FACILITIES 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. USE OF THESE TABLES AND COR'. - +.�. PING WIND VELOCITY, EXPOSURE, AND OTHER N = ,,►1[N"_.e_ P_. ND VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 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. R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER NATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF +r•3'�d�av? U: %ti°%"r t � ;3 RH, WHICHEVER IS SMA Lo7€ 9 .. g ,,, + QF LEAST HORIZONTAL DIMENSION OR 3FT (1 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 ISOM °'RI 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 08885