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WS-08-1894Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 30, 2009 Inspector: Bruhn, Norman Owner: HOWELL, SUSAN Job Address: 70 NE 101 Street Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Miami Shores, FL 33138 - Project: <NONE> Utah Contractor: HOME OWNER Phone Number Parcel Number 1132060131340 Building Department Comments ,40( bo° 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- 108684. CREATED AS REINSPECTION FOR INSP- 108274. CREATED AS REINSPECTION FOR INSP- 105554. CREATED AS REINSPECTION FOR INSP- 98610. Missing and incorrect size fasteners. NB CC No Access NB A --.11 ••/n .1011" Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 l Vir a Permit No. OCT . w 8 ge Master Permit No. Permit Type (circle): Cpuildini, Roofing A A Owner's Name (Fee Simple Titleholder) 5 U San M . F t7 V) C 1 I Phone # 3O -5' c1 a 7'"3CO5 1 q Owner's Address 70 1\1 E l b 1 c -F re - F city N iplr+li 0 r23 state F L.- zip 313'ir Tenant/Lessee Name N/A Phone # Job Address (where the work is being done) 7 0 /\)8 10 1 54-rte. 'f" City Miami Shores Village County Miami -Dade Zip 3,3 13 S FOLIO / PARCEL # 1 I -- .5ZO(p -013- Is Building Historically Designated YES NO Contractor's Company Name �d &r Phone # ,505 Contractor's Address 70 Mt 1 01 -1- -ce°,. t" i tV1( Skp re.S State City Qualifier Name State Certificate or Registration No. Certificate of Competency No. z33 t 3Fs' Phone # Architect/Engineer's Name (if applicable) Phone # oa Value of Work For this Permit $ 22100. Square / Linear Footage Of Work: Type of Work: QAddition Describe Work: CIO ['Alteration of New d0u 3 gRepair/Replace ❑ Demolition h neck rrl C.at,e_ U � no' r * * * * * * * * ** * * * *:x**** *** * *** * * * *** ***** Fees ** ** ************ ******** * ** **** * * * ******* ** Submittal Fee $ Permit Fee $ Dav CCF $ 240 CO /CC 1.C1� Notary $ � Training/Education Fee $ � o � Technology Fee $ 51D Scanning $ lh a Radon $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ DPBR $ Double Fee $ Zoning $ 9a Zb See Reverse side -* Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) t\i/ / Mortgage sender'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 reinspect' n fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ,C day of r ,20S,by 5 Au( who is personally known to me or who has produced-ft Da' LIE 67 103 6 0 As identification and who dig NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07 /10/07) Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **************************************** * ** ** *** ** **** ***** * * *** * * *** ** * ** Plans Examiner Engineer Zoning ADDRESS: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT 10 NE 101 DATE: v p rn, �f'1®r e s L- ,33i3Z- 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 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 hold title to the above property and I am planning on doing this construction Myself. Initial .-i44 1 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. 1 understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial r. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 22 day of , 2 By Owd who was personally known to me or who has Produced there License or OWNER dutots tau (7631 t»'( as identification. 54' -8" ( #8) ( #9) 36 "X50" 18 "X38 NOT PART OF THIS PERMIT BEDROOM LALIN1314•?' • • .._0- •••• •. BEDROOM i OT PART M h9 •P R i • • •• •• fidiii 36 "X50" ( #5) •. • • • • T 0) M. LL W J • • • • DINING ROOM BEDROOM 36 "X50" ( #4) KITCHEN 54 "X63" 54 "X63" ( #2) ( #1) BATHROOM 54"X51" ( #3) 1 NOT PART OF THIS PERMIT 54' -8' NOT PART OF THIS PERMIT FRONT NOT PART OF THIS PERMIT WINDLOAD DESIGN INFORMATION HOWELL, SUSAN 70 NE 101 STREET, MIAMI SHORES, FL 33138 INFO APPLYING WIND LOAD FOR: ZONE WIDTH FEET LENGTH FEET EFFECTIVE WIND AREA SQUARE FEET MAX POSITIVE PRESSURE (PSF) WINDWARD /UPLIFT MAX NEGATIVE PRESSURE (PSF) LEEWARD /DOWN FORCE MAX POSITIVE LOAD (POUNDS) WINDWARD /UPLIFT MAX NEGJ LOAD (PC LEEWARC WALL FRONT WINDOW #1 5 4.5 5.25 23.62 43.7 -56.7 1032.2 - 1339.3 OPENING FRONT WINDOW #2 5 4.5 5.25 23.82 43.7 -56.7 1032.2 - 1339.3 INFO FRONT WINDOW #3 5 4.5 4.25 19.13 44.4 -58 849.4 - 1109.5 SIDE WINDOW #4 5 4.16 3 12.48 45.2 - 59.8 564.1 -746.3 SIDE WINDOW #5 5 4.16 3 12.48 45.2 - 59.8 564.1 -746.3 BACK WINDOW #6 5 4.16 3 12.48 45.2 -59.8 564.1 -746.3 BACK WINDOW #7 5 4.16 3 12.48 45.2 - 59.8 564.1 -746.3 BACK WINDOW #8 5 4.16 3 12.48 45.2 - 59.8 564.1 -746.3 BACK WINDOW #9 5 1.5 3.16 4.74 46.5 -62.2 220.4 : - 294.8. •- 5.189.11 BACK WINDOW #10 5 3 3.16 9.48 46.5 - 62.2 440.8 TIVE UNDS) /DOWN FORCE • OOOOOO •••• • • •••• • • • •••• • • ••• • • •• • • • • • •• ••• • • • •• •• •• • • • • •••• • • • • • • • •••• • • • •• • •• • • • • •• • •••••• • • • • • • • •• • • • • MIAMI COUNTY • • ••• •• •• • • • • • • • • • • • • • • • •. • • •• • • • ••• • • • • • ••• • • • • • • • • • • ••• • • • • •• • • ••. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • • • ••• •• •• • ••• • • • • • • • • • • • • ••• ••• • • • • •'• •• • • • • • • • • • •• • • • •• ••• •• NOTICE OF ACCEPTANCEVid/i),' • • •• • • • • • • • • • • • • • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 wwwmiamidade.Eov/buildtmacode TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration slate stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AIU (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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet 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. DESCRIMTON: Series "Coastal-240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 05-TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P .E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E., bearing the IM lami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. 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 and supersedes NOA # 05- 0930.03 and consists of this page 1 and evidence pages E-1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 • ••• • • • ••• • • • • • • • • ••••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • TRACO Security Windoves &boort Inc . • • . • • • • • - . • • • • • • • • • • • • • NOTICE dF ACCEPTANCE: EVIDENCE SUBNIITTED, •• • • • •• ••• •• A. DRAWINGS • • OOOOO • • I. Manufacturer's dieddiv2iegearid seetfen§.• 2. Drawing No. O5-TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01 /13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/0812007 by Frank L. Bennardo, P.E. B. TESTS I. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202-94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23 /2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 sine D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 • • •.• •• •• .• • • • • • • • • • • • • • •. • • ••. • • •. •• • • • • • • • •.. • • • • • • • • • • ••• • • • TRACO Security Windows;& ors, Ind. •' • • • • • • • • • • • • • NOTICE W' ACCEPTANCE: EVIDENCE SUBMITTED .. • • • •• ••. •• • E. MATERIAL CERTIFI 1. Notice of Accept race'N'o.1P4- 0321.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09 /02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal- 240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. Jaime D. Gaston, P.E. Chief, Product Control Davison NOA No 06-1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 E -2 8 1/4' MAX. AT HEAD /SILL CORNERS 1 • • •••• • 46•••• • 1•••• • ••••• • ••••• • •• 4 •••• • •• • • • ••• •• • • • • • 11 • COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 47 7/8' D.L0. (FIX. UTE) 9-MAX. AT HFAD/SiLL './: 5/16" NNAL LAM, %' 0 O �7 • ' •• • • • • • • • ••1••9•MAX kk • • AVIS/SW' • •71/8' • • • 000000 • • • • !01/4' • TYOIE/r1. ELEVATION • •• • • • • • 1/8' ANN. GLASS 050 INTERLAYBR SAFLEX PNB 1/8' ANN. G1A55 SILICONE DOW CORNING 1199 01 GE STRUCTURAL SILICONE (GE RGS7700) 8' MAX AT IAMB CORNERS 8' MAX (TYP AT MTO RAIL) HEAD /SILL ANCHORS: JAMB ANCHORS: 6Y.' MAX FROM CORNERS AND BALANCE 0 9' MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. SEE IAMB ANCHOR SCHEDULE E FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE JA/48 ANCHOR SCHOD FOR N0. OF ANCHORS PER JAIL 634' MAX AT IAMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SIDES 5/16" OVERALL. LAM. ANN. GLASS 5/16' OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN' LAMINATED 6Y 'TEIPGLASS' GLAZING OPTIONS WINDOW DIMS. WIDTH HEIGHT NUN OF MOM 19 1/8" 28 1/2" 37" 53 1/8" 26' 4 4 4 2 2 2 4 2 19 1/8" 26 1/2' 37" 531/6" 38 -3/8" 6 2 6 2 6 2 8 3 19 1/8" 261/2" 37" 53 1/8° 50 -5/6' 8 2 8 2 8 2 7 3 19 1/8' 261/2" 37' 53 1/6" 57" 8 2 2 8 2 9 3 191/8' 26 1/2' 37' 53 1/4" 63 8 2 8 2 8 2 10 4 19 u6" 261/.2" 37' 53 1/4" 741/4" 10 2 10 2 10 2 10 4 TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT EACH IAMB (INCLUDES 'MTG RAIL' ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. Q 'MTG RAIL" INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) MAX DESIGN PRESSURE +62 / -62 PSF GENERAL NOTES: num • 14:01146549 NARDO, P.FL� 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -0ADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS 40713.01 -99 BY AMERICAN TEST LAB (AIL), 82363 BY FENESTRATION TESTING LABORATORY (FTL) AND 4.T188 -05 BY FARABAUGH ENGINEERING &TESTING, INC (FET). MULTIPLE UNITS MUST BE INSTAU.ED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC S1TE. Pat SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE 1N CONUUNCTION W1114 THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE 7. PANELS GLAZED WITH 5/16" LAMINATED GLASS (BY 'GUARDIAN' OR 'TE MPGLASS') ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMB®MENTTO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL 114 CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED. TYPICAL ANCHORS: —17A—PICHORS SHALT. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, 2. ANCHOR EMBEDMENT SHALL BE 1NTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G=0.55 OR GREATER SPECIFIC GRAVITY) GROUT FILED BLOC( (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (MIN 3000 P+SI). 4. SE. EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2-1/2" EE�DGE DISTANCE FOR ALL ANCHORS INTO GROUT-RILED BLOCK (MIN 1500 6.6.) ANCHOR BUCK OPTIONS FOR INSTALLATION AREAS OF U.OWSX DISTANCE FOR ALL W000 ANCHORS. 14 WOOD °50605/ 091//4 APDXDNNSS STRUCTURE OR E.CO) WITH 1 -1/2" MINIMUM S4BED • Id L v • 3000 ;: TP" f7 Ix OR • • AT8 1/4' TAPCONS (1TW OR ELCO) WITH 1 -3/4' rr r, - M EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT-FILLED BLOCK (MIN 1500 P5I). SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. 1': !)0UCT P.EVISBD el wmpXyrg with the Florida Building Coda Aeceptanco No IA-12 Bap -' oo 10 Z mg ;WP is a d a d 31 2 05 -TRA -0003 PAasBQALE - DE6lNdPT101t I3 J WOOD BUCKS (BY OTHERS), MUST SUSTAIN AU. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE • MAX i SHIM 1 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL. MANFISUPPLIETO/ROMARXS 1 050-00-572 1 FRAME HEAD 8083-T8 - 2 050-00-308 1 FRAME SILL 8089 -T8 - 3 050- 00.386 2 PRAMS IAMB 606345 - 4 051- 00-571 1 VENT TOP 6063 -T6 5 051. 00-548 1 VENTBTTTOM 606345 - 6 030.00 -570 2 VENTSSDE 6069 -16 - 7 051-00-573 1 FIXED MEETING RAIL 6063-T6 - 8 050-00 -569 41 LITE GLASS STN. 8063 -78 ' 9 012. 00.835 AS READ. FRAME ASSEMBLY SCREW *8 X 1' PHP11 5M5 10 012 - 00-835 AS REQD. VENT ASSEMBLY SCREW *8 X 1' PHPH SMS 11 048.00.098 AS READ. W S1RSPPINO (FABRIC COATED FOAM) SCHLEG, 1. Q- IO0.375 X.190 12 048-18 -102 12 SETTING BLOCK .1r X .30" X 1 -5(8° LONG 5' FROM ENDS B AT MIDIPAN 19 - AS READ. GLAZING COMPOUND SILICONE DOW 1199 14 007 -10 -018 2 SWEEP LOCK (AT 6-314' FROM ENDS) ZINC CAST MARBOLL01NT. 15 046- 18-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (51r BOX) 16 050 - 00-718 1 SNAP LATCH r LONG WI SPRING 6063-75 AT MID WIDTH 17 046- 00.010 AS REQD. BUIR VINYL WIBORO 18 - - - - - 19 - - - - 20 047- 00.015 AS REQD. RN 5EAL PRE AMESBURY 180X150 OR BQUN• 21 01I- 00.130 4 MM. RAIL ASSEMBLY SCREW 010 X 1' MPH SMS 22 05- 0127 -10 05- 012848 AS REIN. GLAZING COMPOUND TWO -PART GB STRUCTURAL S0.[CONE SILCONE GE RGS770D 1BY OR 28Y WOOD BUCK D.L OPG. VENT HEIGHT E TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHIM ® IAMBS VENT W10M D.L OPG. ,1t1V \l \t! 11:1r--" 11 ®!J 11 - v L 0 e/' .. 'III_ , :` }u, cEMBED. WINDOW WIDTH EXTERIOR L_. TYPICAL. ANCHORS SIG ELAN. FOR SPACING 16Y OR2BY 04000 BUCK a 1 PS3DUCT P5VLSED et =meow; Maids ith Cho E I Caro Acoaptrnao No 06" ExpixatanDato row OO+`eB.�tlg "AR°°.P.O., 7 a 1 a 2 dad d 1 aI 1 S 05 -TRA -0003 PASS SONS. • DERWMPTIOW •• OO • • ••■ • • BOTTOM VENT TOP RAIL • • _ I• • • • • • • . •• •• • • • • .••1. ••• •a • • rail • ••,• • FRAME BOTTOM CORNER 1 VENT TOP CORNER VENT BOTTOM CORNER rroser.,...._:77.21) as nor. • .4'Et Florida Bdld'aizt '0.43 Accermvo t•;v Evinsion as a 1 a d 1 2 d if 05 -TRA -0003 •• 15/2006 - 12:47pm francoc F: \03 Eements110 Loading\11 Calculators\ASCE 7- 02 \FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 Tributary Area :Sq Ft) Tributary Area Sq Ft) 10 15 20 25 30 35 40 45 50 10 15 20 25 30 35 40 45 50 0 -15 ft '\ + -59.8 +452 -58.0 +44.4 -56.7 +43,7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 0 -15 ft -50,4 +46.5 49.2 +45.2 - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 - 46.6 +42.7 46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft It6. +47.1 -60.6 +45.9 -58.8 +45.0 57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -532 +42.2 16 ft -51.1 +47.1 - 49.8 +45.9 -49.0 +45.0 .48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 - 46.5 +42.5 -482 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 - 60.3 +46.1 58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 18 ft -52.4 +48.3 -51.1 +47.0 - 502 +46,1 -49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 - 48.0 +43.9 47.7 +43.6 47.3 +43.2 20 ft -666.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44,9 -56.4 +44.5 -55.8 +44.2 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 50.8 +46.4 -50.0 +45.8 - 49.5 +45.3 - 49.1 +44.9 -48.7 +44.5 - 48.4 +44.2 22 ft - 67.4 +50.4 -64.8 +49.0 - 62.9 +48,1 -61.4 +47,4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 - 50.5 +46.3 50.1 +45.8 - 49.7 +45.4 - 49.4 +45.1 24 ft -68.7 +51.3 - 66.0 +49.9 - 64.1 +49.0 -62.6 +48.2 -61.4 +47.6 50.3 +47.1 -59.4 +48.7 -58.7 +48.3 -58.0 +45.9 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +40.0 -52.6 +48.: -52.0 +47.8 -51.5 +47.1 -51.0 +46.7 - 50.6 +46,3 - 50.3 +45.9 26 ft - 89.8 +522 -67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 - 62.4 +48.4 -61.4 +47.9 -60.4 +47.5 59.6 +47.1 -58.9 +46.7 26 ft -56.6 +52.2 -65.2 +50.8 -542 +49.P -.5 +4P.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 - 51.1 +46.7 28 ft -70.9 +53.0 -682 +51.6 - 862 +50.8 - 84.8 +49.8 -63.4 +492 - 82.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 28 ft - 57.5 153.0 -58.1 +51.6 -56.1 +50.6 54.3 +49.8 -53.7 +49.2 -53.2 +4P.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30ft -72.0 +53.8 -692 +52.3 -67.1 +51.3 - 65.6 +50.6 -64.3 +49.9 -63.2 +49.4 -82.3 +48.9 -61.5 +48.5 -60.7 +48.1 308 -5b.3 +57.0 -56 ^ +52. 55.9 L -55.1 %5i�1' O.P Sb.7" 65.6 +(92•0•1•+51.3 -54.5 +49.9 -5:2 +50.0, - .i;..5 +i4 • -54.1 +50.11 -.i3.5 +48.9 -54.2 +49.6 -53.1 +48.5 -53.8 +492 -52.7 +48.1 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 -65.2 +50.6 -$4.1 +50.1 -83.1 +49.6 -62.3 +492 -81.6 +48.8 3 �- -59.1• +may -5: +53.1 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 - 67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -64.0 +50.2 53.1 +49.6 -62.4 +49.4 348 -69.6 ea. 4o62� -08.4 1 53.7 0_ 7.4• +527 ,t6 .6 +51.P 5%9 +513.:4447: -.9.,.4. -54.9 +502 -54.5 +49.8 -54.1 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 -68.1 +52.5 - 66.8 +51.9 - 65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 •ou.b 36 :9 itiPe -59.1 I +54A -581 4.316.3 - 57.3 +52.5 -56.6 +516941.111.b.1 -56.1 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 38 ft -75.7 +56.5 -72.7 +55,0 -70.6 +54,0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 64.8 +51.0 -63.8 +50.6 ft - o'I.3M •l�qL� -59.8 +55.0 :BC 1 if%.9 +5 ".0 +5'A.1 - 57�41..�.$1 -.i82 +52.5,1$11,1 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -78,5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51,1 40 : •d• a +57.1 -60.5 • +55.6 531.12• 1 -4.6 +5 .5 41667 -57.� +53.0.115.6,1 -5, .3 • -.56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -77.3 +67.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 - 67.9 +53.0 - 66.9 +52.5 -66.0 +52.1 -65.2 +51.7 • 42 ft, • b'l.S +57.7 • 51.1 •+58.2 -60.6 -56.2 +55.1 +54.3 -58.2• +53.I. • •6f.• • 53.g -57.4 • +52.5 -57.0 +52.1 -56.6 +51.7 fl -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +52.2 ft • 6.1? +V8.3 • -61.7 +56,7 Ole • %�7 +511.7e •' 4.8 -59.1 +54.= -58.5 -0.? -58.0 • +53.0 -57.5 +52.6 -57.1 +52.2 46 fl -78.8 +58.8 -75.7 +57.3 -73.5 +58.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 88.2 +53.5 -67.3 +53.1 88.5 +52.7 46 ft• 63.8 • + , -62.3 +57.3 -61.2 -6%3 +468!2► •4% 3 -59.6 +54.6 • -59.0 +54.0 a -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 - 71.0 +55.1 -69.8 +54.5 -68.8 +54.0 - 67.9 +53.6 -67.1 +53.1 48 ft - 64.4 +59.4 - 62.8 +57.8 -81,7 -600.8 +58.7 +55.8 50.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft '80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.8 +53.6 50 ft - 64.9 +59.9 -63.4 +58.3 -622 -61.4 +57.2 +56.3 -80.7 +55.6 -60.1 +55.0 -59.5 +54.5 59.1 +54.0 -58.7 +53.6 52 ft -85.5 +60.4 -63.9 +58.8 - 82.8 - 81.9 +57.6 +56.8 - 81.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 59.9 +54.9 59.0 +54.5 -682 +54.0 fl -81.5 +60.8 -78.3 +59.2 -78.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +544 54 fl 56.0 +60.8 -64.4 +592 -63.3 - 62.4 +58.1 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 56 ft -66.5 +61.3 -64.9 +59.7 - 63.7 - 62.9 +58.5 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -80.5 +55.3 -60.1 +54.9 ft - 83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 ft -67.5 +622 - 65.8 +60.6 -64.7 - 63.8 +59.4 +58.5 -63.0 +57.8 -62.4 +57.1 -81.9 +56.6 -61.4 +56.1 -61.0 +55.7 OLLdI21DS30 3DVd Z US REMARKS DRWN CHKD DATE INIT ISSUE CL FLB 1!6106 THIS DOCUMENT IS THE PROPERTY OF FRANK L 8ENNARDO, P£ AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BERNARDO,PE.•ALTERAnONN AODmONS HW7ILIOHDNO OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND PNALOATE OURCERTIPICATION. 1111111111 I 1E I I l I I I I I1111111 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60` BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES I FRS THAN 10° SHALL 8E PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 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 IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBM11 0 uD 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. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. 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 (GCpi =-11-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRIC \ FRANK L. BENNARDO, P.E., INc. CONSULTING ENGINEERS 4441 N. DIXIE HIGHWAY BOCA RATON, FL 33431 PH: (561) 391 -2888 FAX: (561) 391 -2862 CERTIFICATE OF AUTHORIZATION: #9885 ENGINEERING EXPRESS ° WWW.ENGEXP.COM 1' 32/15/2006 - 12:47pm franc oc F:\03 Elements \10 Loading\11 Calculators\ASCE 7 -02\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - Zone 4 10 Tributary Area (Sq Ft) Tributary Area Height 10 15 20 25 30 35 40 45 50 0 -15 0 -50.4 - 492 -48.3 -47.8 -47.1 -48.8 .48.2 -45.9 -45.5 +44.4 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 -49.8 -49.0 -48.3 -47.7 -47.3 -46.8 -48.5 -482 +45.0 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 1 B ft -52.4 +48.3 -51.1 +47.0 -502 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.8 -47.3 +43.2 20 ft 53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft - 54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.8 +47.4 - 51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -48.7 +45.4 -49.4 +45.1 24 ft - 55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -60.3 -82.9 +48.1 +51.3 +49.9 +4$.0 •+4g7• +47.6 +47.1 +48.7 +48.3 +45.9 2 6 ft * -56.8 +•5" %52 • t0.8 -54.2 +49.1 4405 • t4$.1 -52.9 +48.4 4-52.3 • +0.9 • -51.9 117.5 -51.5 +47.1 -51.1 +46.7 +49.0 -57.5 -56.1 -501 54.3r -53.7 -53.2 -52.7 -52.3 -51.9 28 ft • ! 1�.I i e,(51.6 +501 '44g.8 +49.2 :+44.7 $82 +47.8 +47.4 +49.8 -558 3 -56.9 -55.9 4 -55.1 -54.5 6463494 a 43.5 -53.1 -52.7 ft A 4,1.6.0,52.3 -83.4 +51.a .+50.a +49.9 top +68.9 +48.5 +48.1 32 ft. 59.1 , .* -57.7 • .1 -507 +52.8 45.0 +At -552 +50.6 4-54.0 ',.i -542 '449.6 -53.8 +49.2 -53.4 +48.8 - 67.1 +51.3 160111• 458.4 -57.4 •56.0 -55.9 465 4)4 a -54.9 -54.5 -54.1 34 ft 6 +552 053.7 +52.Z 41.1 +51.3 e+`5g.i a4u02 +49.8 +49.4 +52.0 • 68.* • 69.1 -58.1 -57.3 -56.6 - 56.1 -55.6 -55.1 -54.8 365 '4.55.9 54.4 +53.3 •+52.5 +51.9 •:5=.3 X 41t0.8 +50.4 +50.0 - 69.8 +53.3 • 6I.' • 69.8 -51.) 41.9 -57.3 •4600 , 48.2 - 55.8 -55.4 ft X511.5 +55.0 +5$.0 • +55.t +52.5 ..+51.% ,+51.4 +51.0 +50.6 -71.3 62.0 -60.5 -59.4 -58.6 -57.9 • -503 46.8 -56.4 -56.0 40 ft • T5 • ?55.6 +542 .4%S.; +53.0 452.5 452.0 +51.5 +51.1 42 ft -62.6 -61.1 -60.1.4602 -68.9 -58.5 -57.9 -57.4 -57.0 -56.6 +55.1 +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.6 +52.1 +51.7 44 ft - 832 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.8 -57.1 +52.2 46 ft -83.8 -62.3 -812 -60.3 -59.6 -59.0 -58.5 - 58.1 -57.7 -74.1 +56.7 +58,8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 -62.8 - 61.7 - 60.8 50.1 -59.6 -59.0 -58.6 -582 -75.4 +59.4 +57.8 +56.7 +55.8 +55.1 +54.6 +54.0 +53.6 +53.1 50 ft -84.9 +59.9 -83.4 +58.3 522 +572 51.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 - 63.9 -62.8 -61.8 -612 -60.6 -60.0 -59.6 9 -59.2 -76.8 +58.5 +60.4 +58.8 +57.6 +58.8 +58.1 +55.4 +54.9 +54.5 +54.0 54 ft -66.0 +60.8 - 64.4 +59.2 - 63.3 +58.1 -62.4 +572 - 61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 59.6 +54.5 58 ft - 66.5 +61.3 - 64.9 +59.7 -83.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -81.0 +55.8 50.5 +55.3 -60.1 +54.9 60 ft -87.5 - 65.6 - 64.7 - 63.8 -63.0 52.4 -61.9 -61.4 51.0 +822 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 :NOILdI210S30 3DVd to m 8 r m REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area :Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 -58.0 -58.7 -55.8 -54.6 -53.8 -53.1 -52.5 +46.5 + 452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -83.1 -80.8 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 16 ft -64.6 -82.1 - 60.3 -58.9 -57.8 -58.8 - 65.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -66,1 -63.5 -81.6 -602 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft - 67.4 +50.4 - 64.8 +49.0 -82.9 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 -66.0 - 64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +48.3 +45.9 26 ft -69.8 -67.1 - 65.1 - 63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft - 70.9 582 -682 - 64.6 -83.4 -62.3 -81.4 -60.6 -59.9 +53,0 +51.6 +50.6 +49.8 +49.2 +48.7 +482 +47.8 +47.4 30 ft -72.0 +53.8 - 692 +52.3 - 67.1 +51.3 -65.6 +50.8 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -80.7 +48.1 32 ft -73.0 -70.1 -68.1 - 66.5 -65.2 - 64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +552 -71.0 +53.7 - 68.9 +52.7 - 67.3 +51.9 -68.0 +51.3 - 64.9 +50.7 - 64.0 +50.2 - 63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 - 68.1 +52.5 -86.8 +51.9 - 65.7 +51.3 -64.7 +50.8 -63.9. +50.4 -63.1 +50.0 38 ft -76.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 -85.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.8 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 -67.9 -68.9 -66.0 -652 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +56.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 - 66.6 +52.6 -65.8 +522 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 - 70.4 +54.6 -692 +54.0 -882 +53.5 - 67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.8 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58,3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -88.5 +54.0 57.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 89.9 -69.0 -682 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 89.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE INIT ISSUE CL FLB 1/6/06 THIS DOCUMENT IS THE PROPERTY OF FRANK BENNARDO, PEA NSHALLNOTBE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANKL SENNARDO,PE"ALTERATIOrS ADDRIOlS,,IeaJ R7DN6 OR OTHER MARIO.= 70 THIS DC7BAEN( ARE NOT PERMITTEDAtm BNAIJDATE OUROEinFICATIDN. I11111 ®II111111I11 011111 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES I FCC THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT, 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 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 IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. 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. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL =1 0. THESE TABLES NOT FOR USE �WITH ESSENTIAL OFACILLITIES OR ASSEMBLY OCCUPANCIES. TOOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a 0-- I ® I a I ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ISOM FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 N. DIXIE HIGHWAY BOCA RATON, FL 33431 PH: (561) 391 -2888 FAX: (561) 391 -2862 CERTIFICATE OF AUTHORIZATION: &'9885 z mr ENGINEERING EXPRESS® WWW.ENGEXP.COM m 0 O