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WS-11-859Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 160819 Permit Number: WS -5 -11 -859 Inspection Date: June 09, 2011 Inspector: Bruhn, Norman Owner: DZWONKIEWICZ, KATHY Job Address: 1343 NE 104 Street Miami Shores, FL Project <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1122320320010 Phone: (954)792-4415 Building Department Comments REPLACE GARAGE DOOR Passed r� Inspector Comments cc._ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 09, 2011 Page 1 of 1 511-/ `� � - UNA- Miami Shores Village Building Department MAY 1. 2 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 =•i3 • ° °° Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. (1-601 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Kenill C,,kE t,t) / C - Pon#: ?' --23C6 ip / Address: / J L, A p k /0 sr City: Miami . S State: Z zip: 3 3/3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /31/ AIC /0 7 s7 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1/- �3 2-032 O(2/(� Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone #: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ' VO Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New epair/Replace UDemolition Description of Work: a P v - ******** * * * ** * * ** * ****** ** * ***** * * * **** Fees * * * ** * * *** *** ** * * * *** * * * * * * **** * * * * * ** :*** Submittal Fee $ Permit Fee $ I/O 6"' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 an a leinspection fee w ll be charged. e\f,Q igna er or The foregoing instrument was acknowledged before me this day of I' , 20 it , by 7 who is personally known to me or who has produced As identification and who did take an oath. BMOC NOTARY PUBLIC: .o:in Sign: Print: My Commission Expires: a p Contractor The foregoing instrument was acknow edged before me this /0 day of ,20/r ,by /j fillAk 7 &/e,I who is personally known to me or who has produced as identification and who did take aa,,,aadas..i.mi oNanea� NOTARY PUBLIC: .�''' °% m Sign: Print: JI My Commission Expires: �f %�j �... V Mi .�p p..nuamg APPROVED BY Plans Examiner lam Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk Permit No: 11 Job Name ,2011 Miami Shores Viiiage Building Department Building Critique Sheet 49A cfi hr) ve c6. �� i/�-- G ct 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO N0. /- 3).03) -17010 STATE OF - ORIDA, STATE OF FLORIDA: I HEREBY 77FYPfi: 111111111111111111111111 11111111 111111111 I11I CFt4 2011R0310757 OR Bk 276E-5 Ps 4133; (fps) RECORDED 05/12/2011 10:59:26 HARVEY RUV'INr CLERK OF C:OLIRT MIAMI-DADE COMM FLORIDA LAST PAGE COUNTY OF MIAMI -DADE: „rtgine/ filed NTY OF DADE a tole copy of the dey of A020 and Official Seel. RK, "` Clcuif and County Courts D.C. THE UNDERSIGNED hereby 46006 y gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. By / �j {]� Space above reserved for use of recording office 1. Legal de criptioonn of p per ' d str eet/add/ress: � t1Z �i► 07 / t2l /400 . /19,139'0-:22. 60 7 1 ikk . /3 fJ /O /17 pT 1 . 33)3 2. Description of improvement: ii)i4000i3S D 6,g72i &- D6- 3. Owner(s) name and address: ,k' If/ y n2 ON i/ELEI /C-Z . /3 y3 /JE /OW S ., V //' 7I / $•finQes jA-i . �3%3r Interest in property: eal)'J€ /L--' Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) t receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOFi IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signs ur s) ofOwner(s By Q! Print ame Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE /0 The foregoing instrument was acknowledged before me this / day of By k- D O sl,k /ezt.) /Ca ❑ Individually, or ❑ as for ;I Personally known, or ❑ produced the following type of identificatio Signature of Notary Public: Print Name: 5 %1GtL�I (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Owner(s)' Aythorized Officer/Director/Partner /Manager e/.. Wm, -w ' By 2 't C L Print Name Title/Office V:d-rot\ _ o � i 33317 /0it`/ .020 1/ Signature .) of Owner(s ner(s)'s Aut, • rized Officer/Director/Partner/Manager By 123.01 SHELLEY BRAZALOVICIH Comm# 6897 it Exp1res 6!1812011 c who sig ed' 0 Florida Notary Assn., Inc PISA ue n• ■ 'MOM IMO IMMIX S uu nuu eee unto9 • • • • • • • • • • • • • raliallEMAINIIIIIIIIIIM11111111111111=n11113112•11111 Iiiiiiiinilinagraillin 1011111111MEIMINEIMENIMMUNIMIIIIIIIIIIIIIIIMM1111111111111111111 EMI 111111111111111111111111 IIMERSIIIIIIROZIONIIIIIIIIINIIIIIIIIIIII IrLIIIIIII Esmil Irmilm•mumunummil im . u•all 111111111=d111.0111111111111111m II I MI 110111 1 IMIIIIIIIIMI 1111111101111111111111111111111111111111 MIN IIII IMIIIIIMIII 1111111111 1111111111ErEgraillilirillid irl IIIIIIII ...... 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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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (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. 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. DESCRIPTION: 9'- 4"Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01 -05, titled "Sectional Garage Door", dated 01/19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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 tenninate 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 tlr job site a heleauastof tTre Building Official. This NOA revises NOA # 05- 0915.10 and consists of'laisg4 1 wise pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. •• ... •• • • • •• • • ..•. • • • • • • • • • • • • • NOA No. 09- 0128.05 , / .. .. .. .. �,' • • • • • Bxplration Date: October 4, 2011 d.•� Approval Date: March 25, 2009 Page 1 • • • • • • • •. • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • . DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -05, titled "Sectional Garage Door", dated 01/19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 2. 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 FBC 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- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08- 1106.05" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -966, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per, per FBC, TAS 203 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01- 972/974, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0620.08" 5. 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 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 1. Anchor verification calculations prgpared!py :A - Farpoq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and salenx I AOyotut Faroo' P.E. .. • ... .. . . ... Carlos M. U er • ... ••• ••• a, P.E. ' • • • �;roduct Control Examiner . • ' • • • •; ; NOA No. 09 -0128.05 •• •. •• • • • Etph stion Date: October 4, 2011 Approval Date: March 25, 2009 V•-a. • • . • • • • • • • • • ..• •••• •.• • . • •.. • 0 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05 -0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -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 11/29/04 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 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0915.10, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 10/04;111 .'; • • • • • • • • •• .•• .. • • • .. •.• •.. • • • • • • • • •. .• 41/7 • ••• Carlos M. Utrera P.E. • • • • • • • • • Pr, • oduct Control Examiner • • • • • • • ; • • NOA No. 09- 0128.05 • • • expiration Date: October 4, 2011 Approval Date: March 25, 2009 F..42 . • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. •• • • • •• •. ..• • • • ... • • • • • • • •••• • • •••• • • • • • • b00R HEIGHT • BONSISIB OF. • 2 sai0t+021' r 8-8' 2 SECRWIS 18' 6' -9' i' 8' 3 SKIMS 21' 1-7.3' 111: 19 4 = 18 1 - IE anti... 7.-8• 8' 3 SECT1QNj 18. 2 21' 8' -3° • • 46691101 18 3 1 8' -8' • 18' 4 1° W-9' 5 SEQITONS 21 9' 8 5ECRCtt 18• - ... 8 -3' • S IBMS 18. 1 SEf10N 21' 9' -8° R SECT10148 18' 2 SE00tn• Sl 8-9' 3 /EECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SEBANO •1S 10' -3' • 1 18' 5 SECTIONSI 21' 10' -8'.8 21'- i o 101-9' • 18' 1 ti 2' n' 5 sECnaRS 18' 2 I 11' -3' •4N9 18' 3 21' 11'-8' • 3 SECTI008 18' 4 SECTIONS Sr 11'-9' loislinONS 18r5 SECTIONS 21 1Y 1 SECTIONS 18. 8 SECTIONS 21' 12'-3" 7 SECTIONS 21' - 12' -8' 8 SECTIONS 18' 2 SECTIONS 21' 12'-8' 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS is' 4 SECtONS 21' 13'-3" 3 SECTIONS 18' S SECTIONS 21 13'-8' 2 SECTIONS 18' 8 SECTIONS 21' 13' -9' 1 SECTION 18' 7 SECTIONS 21' 14' 8 SECTIONS 21• - 14'-3' 8 SECTIONS 18' 3 SECOONS 21 14' -8' S SECTIONS 18' 4 5EC001S 21' 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' Ts' 3 SECTIONS 18` 8 SECTIONS 21 18 -3' 2 SECTIONS 18° 7 SECTKM0 21' 15' -8' 1 2001)08 18' 8 26011080 21' 18•-8" 9 SECTIONS 21' - 18' 8 SECTIO1IS 19 4 5ECTIWS 21' • • • 4. I• • • 7 -1/2° X 3° X .071° CALV. STEEL W/ DP 14ROLLE/RBHINNGE SKS �� 3' X 1 -1/2' X 6 -1/2° X .1' STEEL FASTENED TO END STILE %NTH (2) #14 X 3/4° SMS .158 DY# GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE - - -' 8/ MIN. 5 70 1 SAFETY FACTOR • CENTER STILE . OUTSIDE HANDLE • • 1• W SPRING LOADED SUE FASTENED 8/ (4) # /8' MIN. LOCK 1012 REGARDIN TOP FIXTURE 5 -1/2° X 2 -3/4° X 0.1" STEEL PLATE WITH ONE 5/18 -18 615 W/ NUT OPTIONAL DOOR VIEWER .Y._/ / / (6) #I4 X 3/4° SELF ORIWNG SCREWS IST " hr �OEhTERILE CENTER S WI* C STILE I- -+. A r=i i iis55 .r i y..,— I 1 E t t I 1 I I I . 1 I IVW i i it i o II i o V • • " r r Y Y r 1 1 A 0 to X .15° 7HK. LATCH , 1 1 111 t e. 1 I , -- - '�� V V m _..__. ___..__ ' • , - _ _ �"'- BRACKET SID. UFT DOOR END STILE BRACKET LOW R ADRROOM 7 -7/8' X 3 -1/8' X .010' STMI PLATE WITH (4) #14 X 3/4' SOS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8° SUS 18T X .8W LOCK BAR - ON 510E OF DOOR OUTSIDE KEYED LOCK LOCK 8WI LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE ELEVATION RINSED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT' GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOlIREMQITS OF THE FLORIDA 8182XNG CODE 2004/2007 EDITION TNCLUONG MOH VELOCITY HURRICANE ZONE. Z ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A L0AO DURATION SSE R USED 81-DESIGN OF ANCHORS S 9R0 WOOD ONLY. DAB DOOR MODEL 024 MAX. SIZE 9' -4" WIDE X 16' -O° HIGH MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS WITHOUT WINDOWS) — 70.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (DOORS WITH WINDOWS) - 64.0 PSF I PA R000 ' GIN JAN 1 3 2009 L 01 • • FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 • •• • • •• ••• • • SOUTHERN PINE • 0.55 S.G.1, • ••S •• • • • • ••••lb • • • • • STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/18° X 1 -5/8') LAG SCREW FULLY (ONE PER BRACKET' OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8° SMS (� a PER HINGE. -.024' STL PANEL SOI-ID BRASS DOOR VIEWER BY 'SCHLACE SECURITY HARDWARE' INSTALLED IN 9/16° DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 1/2' X 1 -3/4' X .059' FORMED STEEL .-GLUED TO PANEL AND SECURED TO END STU WON 3/18' POP RNETS ® 12' 0.0. 1 -7/8° X 2 -5/8° X .045' STEEL CENTER STILE, CLUED AND RIVETED TO PANEL W/ (4) 3/18' RNETS f14 X 5/8' S.M.S. 4/ HINGE 3/4" X 2' X 2 -1/2' X .049° STEEL 8840 STILE, CONNECT TO PANELS WDH FLAPS AND (4) 3/16' ALUM RIVE(5-1 SEE DETAIL ABOVE 24 GA. STEEL PANEL -, FLAPS BENT OVER PANEL 1/2' PUNCHED HOLES,/ EA 4° 0.0. LEND 5111E ANCHORS: A) 3/8" DIA. POWER -BOLT BY 'POWERS 2' 41114. B4SED INT0 CONCRETE 1 -7/8° U54. EDGE DISTANCE B) 3/8' DIA. 11L0 SLEEVE Bf '1•R' 1 -1/4° MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8° MIN. EDGE DISTANCE INTO CONCRETE 4° MIN. EDGE INSTANCE INTO FILLED BLOCK EDGE CoNCAETE fc 3000 P81 MIN. DISTANCE 0 -90 GROUT FILLED BLOCK fm = 2000 P51 MIN. • 11$3/ 8° • • • • • 1.8° X 2.113° X 41.7f X .102' STEIIL TRACK BQACKETS SEE SHIM & F08 SPACING •••• •• •••• • 2 -1/8 X 1" X .078' GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8° TRUSS HD. SLOTTED M.S. & LOCK NUT 7/18" PUSHNUT_ INSTALLED ON ROLLER SHAFT 7 -1/2° X .071° CALM. STEEL SECTION 879 INTERIOR SIDE 7 -1/2' X .071' END ROLLER HINGE 1 -3/18 /ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 108 BAACKEE SPACING ",-1/4-20 95 BOLT & NUT 1.82' DIA. X .50' ROLLERS W/ .44 DOL X 4-1/4' STEM ' STRUCTURES FLA. PEI 16557 CAN. .1B JAN 13 2009 !l1lffI�? W sheet 2..2L5) 5 • •••• • •••• • • • ••• • • ••• • • • •• 2° iii POP RIVETS 2 % 2 X t /8' HOW- ANGLE 5/18" X 1 -5/B° LAG SCREWS INTO WOOD OR HORIZ TRACK SUPPORT, SPOT WELDED TO HOPo2. TRACK (( l•� I ��/ 1 !!! 1. J po i ?1° 18° OR 21° -- _.. CI F. 23/4° X S -i/2° % 3° X .10a" GALV. STEEL /TOP R01D BRACKET (DOUBLE) 5/16° SLEEVE ANCHORS WITH 1-1/4° EMBED INTO MASONRY \ 3 PER BRACKET �'• \. 2 -1/2° X 4 -1/4" X 13 C.A. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2° X 14 G. ANGLE FASTENED TO TRACK -..„ WITH (4) 1/4 -20 SS. BOLT & NUTS CENTER SUPPORT RECTO. ON DOORS EXCEEDING 8 FT. IN HEIGHT` I I %� u A '" _) N1T41 TWO WELDS AT 1 -1/2' APART FIRST AT 3' O.C. REST AT 9° O.C. -1 CONNECTED TO FLAG BRACKET ANGLE CNUINCCI# at PNUULKO DEVELOPMENT I:, 1238 S.W. 87 AVE �I MIAMI. FLORIDA 33174 TEL 4305) 2808100 FAX (306) 2826978 - .. --'i _ FASTENED W/ (8} a 1a X 5/8' SYS. - %V 5/8" 090 TIM. GALV. STEEL ADJUSTABLE SUDS FASTENED 70 BRACKET W/ 5/16 -18 X 3/4" HEX HEAD Y. SCREWS & NUTS. W/ 3/8 -16 % 3/4' BOLT &NUT AND TO SPRING SHALT GUIDE WITH A + � (2) 1/4 -20 X 5/8" BOLT & NUT HOR12. TRACK LENGTH = OPENING HEIGHT PLUS 12" 0 A -A HORIZONTAL (fffNFORCEMENT \l /Y X 1 -3/4' X .059° FORMED STEEL VERTICAL LUED TOP woo FASTENED To -"- - -- ----- .. -. - -- I`1 �� : --- � Il I VERTICAL TRACK •. L. T( 2 -1 /8° % 1' X .080° • 14 GA GALV. STEEL TRACK SECTION - � ...-- : (2) 3/18° POP RIVETS 2" % 5-1/2" GAIN. STEEL FASTENED W/__ {4) 14 X / FYoS. LOWOHHEAOROOY �0004Lf OPTION 1 2" XN7 3/4' X .099 FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL ST9£5 WITH (2) 3/76' POP RIVETS S /16' MEETING RIB oj 1.82° DIA. X .50' ROLLERS x 0/ .44 DIA. X 4-1/4° STEM OPTIONAL 9iSUtATIONS: i 'oYPL4cr 1 _ X. M , rm �' 1" , 11 HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2140 38014TH ( 5111 B1 82 83 f B4 85 88 87 BB CT- .. —"--5' B' -0° 18" 18° 18` 118° N/A 1" 11 -3/4' 23° 34° 45° 58° 87° - 11----SECTIONAL GARAGE DOOR DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS, FL 33018 TEL (365) 556 - 8824 __.._......_..- 6' -6" 21" 18°!18" 21" N/A 1" 11 -3/4° 23° 34" 45" 66° 87° - - - - - -- 7'-O' 21" 21°721" 21° N/A 1" .11 -3/4° 23° 34" 45" 56" 67° - r -8" 18" 18' 1a' 18" 18" t 11 -3/4 23° 34° 45" 56' 87" 78 -1/4" 8' -0" 21" 18' 18' 18° 21" 1" 11 -3/4' 23° 34' 45" 56" 87" 78 -1/4" g" + 111 •-SECTIONS ARE NUMBERED 0 AT THE BOTTOM FOR DOORS MORE THAN 8 FT. T. 40 HICH. USE ADDITIONAL TRACK BRACKETS AT 10° O.C. • • • • 1.9" X 2.19" X 3.3' X .0° 09 STEEL TRACK BRACKETS 2'318' CONNECTED TO TRACK WITH ) 1 /4" BOOS & NUTS / ... 1 '+ /Ij I j/ -- • BIL PRIVALCI6 LC' • f= -EXPANDED POLY517RENE DENSITY m 1.05 PCF • •907- 1107.08 • _ _-....-•so- 254POLY- ISOCYANURATE • • N.O.A. - 033011.10 •O 7- 0108 .OF — �" �i1 1 r o •^ • '• 't • • • N ':.. �. ...., ii4i:i:i' ::�.r .! ::: .; • ' 4 �. n I �( IN i O I I • i g 6 ,.. ! HEADROOM • • • • • Q; •tf Ma GALV. STEEL • ROLLERONGES FASTENED •Y1/•••(i) X14 X 5/8° SYS • • !0!4' FORMED ml LIFE j, LIFT STANDARD LIFT LOW +FL ROLL STEEL PANEL • • '�..; ■ STRENGTH 34 KSI ER MID BAKED -ON TRACK CONFIGURATION • • PAINTED TOP COAT° • • Ta TO 80114 spa OF STEEL ve_ . C m - : : ry " — i mom. V-I I I`�,�� __ , i TRACK 5YARA3LE_13ACK OPTIONS o I _ _ �• 12 CA GALV. STEEL BOTTOM /14X %8 WS ..o"' o ! BOTTOM SEAL - - -- 1/a x 1- S.M.S. o 48" o.c. AND RUBBER WEATHERSTRIPPING E4•.: I1.R. HUNAAYOIIN FAR000 MRUCn7Rea CAE #A6 JAN 13 2009 lttI mtban) • wLblMibib thellyeloilt ��.r�a. _, drawing no. 01 -05 ' — - ' A-A SECTION (sheet 3 of 5 ) • • • •• •••• • • •••• • • • •• • • • • •• • • • • • • WOOD 1FRAME•BUILDIN ••, " STUD WALL. OR DOOR 0PENI (vl ^AB DOORS) SHALL BE FRAMED SOLID BY SE55'1RAN (3 (3 }Y1) 2.6 PRES • • TREATED�G 2j' OR BETTER STUD WAILS TO CONT. Fl �70 TIE BEAM. ENGINEER OF RECORD TO YE7i1FY OF THE SUPPORTING STRICTURE • • • • WOObillitR tONNECAVI 1 MASONRY TRACK SHALL BE SECURED WITH STEEL ANGLE TO PRESSURE 1REATEO 2178 SYP WOOD aJ?ALM BE ANCHORED TO GROUTED BEINFGRCEO WALL OR CONC. COLUMN WITH 1/4" E..00' YIPi11 OPIUM OF 18° TT0 K WALL, WLR4 2 -1/4° MIN. EMBED 13° 0 FW CONCRETE•1*TH 1 -3/4" MIS. EMBED 2- 1/2"•641Ni DISTANCE& • • 1 /4"•TAPPER BY•'POWERS' WITH SPACIt? OF 11. OAT BNWHIBLOCK WALL, WITH 1 -1/2° MIN. EMBED 13° 0 -0. INTO 3000 PSI CONCRETE, WITH 1 -3/4° MN. EMBED 3° MIN. EDGE DISTANCE 3/8° CONFIDE BY 'ELCO' OR 3/8° LDT BY 'TTW WITH SPACING OF Z3° 0.C. INTO 3000 Psi CONCRETE. WITH 2 -1/2° MN. EMBED 3" MIN. EDGE DISTANCE 3/8° KC SLEEVE BY 'HR11' WITH SPACING OF 13" O.C. INTO BLOCK WALL, WITH 1-1/4° MIN. EMBED, 4" MIN. 8008 DIST. 18° 0.0. INTO 3000 P51 CONCRETE. WITH 1 -1/4" MIN. EMBED 14140 2 -1/2" MN. EDGE DISTANCE 1148 BLOCK WALL CELLS SHAH BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAUS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS STEEL STRUCTURE BY OTHERS — MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/18" DIA. BOLTS WTM WASHER & NUT AT 12» O.C. MAX. ANCHORS ANCHOR SPACING STR C RE BEC 5P8" EDGE DIST. 3/8° KC SLEEVE BY 'HILW j CONC. 1 -1/4" 3/8" ttLC SLEEVE BY "1411.1' •RILED 8L0CIC 1 -1 4° 8" I 4" 3 8" DYNABW.T BY 'NKr CONC. 1 -172" 8" L 2 -1/2" 3 8" DYNABOLT 8Y ire FILLED BLOCK 1 -1/2" Er L 3-3 4" PO EVER -80LT BY 'POWERS' CONC. ,a" 8" 1 -7 8" L3 8" SLEEVE -All BY 'SIMPSONS' CONC. 1 -1/2" 8" 1- /8° CONCRETE Fe 3000 PSI MIN. C -90 GROUT FILLED BLOCK fm m 2000 P51 MN. EDGE DIST. _.___1 -1 4" X 2 -1/2' X 14 GA STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS i3" LONG AT 12" 0.C. IN ODOR OPK0. AT 18° 0.0. MOVE ODOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE GAL 2-1/8' STEEEL 10 G4. 44 FASTENED TO TRAC/K PLATES 51.0 7�3. &�L0OK NUT M. ALTERNATE TRACK INSTALLA'11ON R. YOUN SMRUOt(585 FTC t51386557 JAN 13 2009 PAUDIJMIEVNIED Dellftealle Amellele 0 0 O N JG� I 1 drawing no. 01 -05 (sheet 4 of 5 • • • • • •••• • 0 •••• • • • • • DOOR PANEL _._ 24 GA. (.024) STEEL INN. 7/16' 06. WASHER 88 X 3/4. 5615 3/8- FROM ENDS AND 7.O.C. MAX. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE (4) #8 X 3/4- SMS 0 1 -3/8" FROM ENDS AND 6-1/2. 0.C. MAX. 21 3/4" MAX. *DIE WIDTH '0 o .176 b- * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION .175 X .062 DEEP GROOVE L POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NDA 808- 0305.02. •• • • • • ••• • 9...175 X .042 DEEP • 0N00VE •• ••• • • f. I (4) #8 X 3/4` SMS • 1 -3/8' FROM ENDS AND 6-1/2' 0.0. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS #8 X 3/4. 5MS 0 3 /8- FROM ENDS AND 4-1/2° 0.C. MAX. .175 X .062 DEEP GROOVE —063/8 ° FROM ENDS AND r 0.0, MAX. 7/16° DIA. WASHER N STREC IM F CAN. # 16557 pscomrshimms .•o•py•MrI7bN. DOOR PANEL 24 C6. (.024) STEEL MIN. DOOR PANEL 24 C0. (.024) STEEL MIS. AN 13 2009 J drawing no. 01 -05 �ehegt $of$j LORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES Mean Roof it Height DESIGN PRESSURES PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 _ 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 50.4 492 +46.5 +45.2 -48.3 +44,4 -47.6 +43.7 -47.1 +43.1 46.6 +42.7 -482 +42.3 45.9 +41.9 -45.5 +41.6 0 -15 ft -622 +46.5 59.8 +45.2 -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 16 ft -49.8 +47.1 +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 46.2 +422 16 ft -83.1 +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 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +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 18 ft -64.6 +48.3 52.1 +47.0 -60.3 +48.1 -58.9 +45.4 57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft -53.5 -522 +49.4 +48.1 -51.3 +47.1 40.8 +46.4 -50.0 +45.8 49.5 +45.3 49.1 +44.9 -48.7 +44.5 48.4 +44.2 20 8 -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -602 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft 54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.8 +47.4 51.0 +46.8 -50.5 +46.3 -50.1 +45.8 49.7 +45.4 49.4 +45.1 ft 57.4 +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 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 -50.6 +46.3 -50.3 +45.9 24 ft 58.7 +51.3 - 68.0 +49.9 -84.1 +49.0 -62.6 +48.2 -81.4 +47.6 -60.3 +47.1 -59.4 +48.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 51.1 +46.7 26 ft 59.8 +52.2 57.1 +50.8 55.1 +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 28 ft - 57.5 56.1 +53.0 +51.8 55.1 +50.6 -54.3 +49.8 -53.7 +49.2 53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft - 70.9 +53.0 58.2 +51.6 56.2 +50.6 - 64.6 +49.8 53.4 +492 -62.3 +48.7 51.4 +48,2 50.6 +47.8 -59.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft - 72.0 +53.8 - 692 +52.3 -67.1 +51.3 - 65.6 +50.6 - 64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft 59.1 57.7 +54.5 +53.1 -58.7 +52.0 55.9 +51.3 552 +50.6 -54.7 +50.1 - 542 +49.8 -53.8 +49.2 -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 -64.1 +50.1 -83.1 +49.6 -82.3 +492 51.8 +48.8 34 ft 59.9 -58.4 +55.2 +53.7 57.4 +52.7 56.6 +51.9 55.9 +51.3 55.4 +50.7 54.9 +50.2 54.5 +49.8 -54.1 +49.4 34 ft -73.9 +55.2 - 71.0 +53.7 -88.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -83.1 +49.8 52.4 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 -58.1 +53.3 57.3 +52.5 56.6 +51.9 -56.1 +51.3 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 56.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 58.5 +51.9 55.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft 52.0 50.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 - 56.8 +52.0 56.4 +51,5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -62.6 51.1 +57.7 +562 50.0 +55.1 592 +54.3 -58.5 +53.6 -57.9 +53,0 57.4 +52.5 -57.0 +52.1 -56.6 +51'.7 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 59.0 +53.6 57.9 +53.0 56.9 +52.5 56.0 +52.1 552 +51.7 44 ft 532 -61.7 +58.3 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 57.1 +522 44 ft -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 46 ft -63.8 52.3 +58.8 +57.3 512 +56.2 50.3 +55.3 -59.6 +54.6 - 59.0 +54.0 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 592 +54.0 -88.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft 54.4 52.8 +59.4 +57.8 51.7 +56.7 -60.8 +55.8 50.1 +55.1 -59.6 +54.5 59.0 +54.0 -58.6 +53.6 -58.2 +53.1 48 ft 50 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +65.1 -69.8 +54.5 - 68.8 +54.0 57.9 +53.6 -67.1 +53.1 50 ft 54.9 -63.4 +59.9 +58.3 52.2 +57.2 -81.4 +58.3 50.7 +55.6 40.1 +55.0 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 53.9 +60.4 +58.8 52.8 +57.8 -61.9 +56.8 -612 +56.1 50.6 +55.4 -60.0 +54.9 59.6 +54.5 -59.2 +54.0 5211 -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 59.9 +54.9 59.0 +54.5 582 +54.0 54 ft - 66.0 - 64.4 +60.8 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 - 61.0 +55.9 - 60.5 +55.4 -60.1 +54.9 -59.6 +54.5 ft -81.5 +60.8 -78.3 +592 -78.0 +58.1 -742 +572 -72.8. +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft 58.5 -64.9 +61.3 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +58.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 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 60 ft -67.5 55.8 +622 +60.6 - 64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 60 ft 43.3 +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 r m z 0 3 tri r REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, RE. "ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. 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' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS 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 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 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 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 =+/ -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. 1 ELEVATION 1 _. WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT I 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 #39885