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WS-09-1237 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 120122 Permit Number: WS -7 -09 -1237 Scheduled Inspection Date: August 10, 2009 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Shutter Final Owner: SORANNO, JENNIFER Work Classification: Shutters Job Address: 188 NW 110 Street Miami Shores, FL 33168 -4321 Phone Number (305)333 -0505 Parcel Number 1121360030160 Project: <NONE> Contractor: A &M HURRICAINE PROTECTION LLC Phone: (305)885 -0678 Building Department Comments INSTALLATION 15 WHITE ACCORDION SHUTTERS Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection Fee J No Additional Inspections can be scheduled until re- inspection fee is paid. A­­* n , ,,,,,, For Inspections please call: (305)762 -4949 NOTICE OF COMMENCEMENT � A RECORDED COPY WRIST BE pWa ON THE JOB^SITE AT TIME OF FIRST INSPECTION +CFN 200q'RC 531161 PERMIT NO. TAX FOLIO NO. Z/- -40-f - 17/40 OR Sk 26950 Ps 0518; (I p s ) RECORDED 07/22/21709 14.57.•06 HARVEY RUVINY CLERK OF tOURT STATE OF FLORIDA: "IAMI - DAD E COUNTY► FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: /d f A, &I 7io sr Z& f"' U"' - ias�r jifi ®.r r � Pcs ,�� -pro /or /d ei.ft 219 dew Svr6 /vy y4o .e r.ei vt !9'a'id- J>7.f . 2. Description of improvement: 3.Owner(s) name and address: ✓�- asisa iss .u� ifo ar xfi.r ui . ✓rs 3�ro d Interest in property: a e."" Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: ,r,•.W,* . -.ae E /.r .A01. lie, d�1 -D6 JB 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 or 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) to 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 specHred) 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 FOR 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. Signature(s) of v r{s or Owner(s)' Authorized Officer /Director /Partner/Manager Prepared By ,Ate j •� Prepared By _ Print Name Print Name_ Title /Office Title/Off c:e _ STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing inst ent was acknowledged before me this ?a day of ✓ria ,Zaef BY I&Individually, or ❑ as for ❑ Personally known, or C produced the following type of identification: Signature of Notary Pub!' Print Name: 0 4 : & ;y ✓ /r+e ., er me) J3,20111 cm (SEAL) VERIFICATION PURSUANT TO SECTION 92.52 FLORIDA $TU7 ES '�/ °i'° e"'� Under penalties of perjury, I declare that 1 have reaEi the foregoing and ' 1 that the facts stated in it are true, to the best of my knowledge and belief. Sign �re(s) of Owners) or Owner(s)'s Authorized Officer/Direotor/Partner/Manager who signed above: By BY 12301 -32 PApp 1/07 Rnnk9AQ.s /PnnPF;1 R r..FN990ng5 n531 Paae 1 of 1 s m 'S �� �5 Miami Shores Village a� 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 s i Phone: (305)795 -2204 4—w �Z� ' ' Expiration: 012012010 Project Address Parcel Number Applicant 188 110 Street 1121360030160 JENNIFER SORANNO Miami Shores, FL 33168 -4321 Block: Lot: Owner Information Address Phone Cell JENNIFER SORANNO 188 110 Street (305)333 -0505 MIAMI SHORES FL 33168 - Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 - A&M HURRICAINE PROTECTION LLC (305)885 -0678 Total Sq Feet: 425 Type of Work: ACCORDION SHUTERS For Inspections please call: No of Openings: 15 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Shutter Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ WS•7 -09 -35458 $ 269.25 $ 50.00 Education Surcharge $1.00 Permit Fee $250.00 WS -09 $ 269.25 $ 269.25 $ 0,00 Scanning Fee $9.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.25 Total: $269.25 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS. 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. Futhermore, I authorize the above -named contractor to do the work stated. July 27, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy July 27, 2009 1 c)-) 1,a409 Miami Shores Village Building Department uL 3� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 f _ Tel: (305) 795.2204 Fax: (305) 756.8972 BY: _ =� - - - - -- BUILDING Permit No. U1 09_ )O m PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Buildin Roofing Owner's Name (Fee Simple Titleholder) 1 !nnjAe)^ 64>Ra »O Phone # 43O — 333" C�_';C�15 Owner's Address 108 NU) 1106'r City �fi aK I State �L Zip 33 / 443 Tenant/Lessee Name Phone # Job Address (where the work is being done) U. 1100 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # //— 413(P' 00 43 ".0/4P Is Building Historically Designated YES NO Contractor's Company Name ,9'+' /N f UtI7?2 i?C� Ph e # 06'/8 Contractor's Address &?�v� in City at'� State Fl— Zip Qualifier Name � �e G. Phone # 305 " -7 78 - oP85a State Certificate or Registration No. Certificate of Competency No. 07AS W-64 9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 00 Square / Linear Footage Of Work: 7'°C `J Type of Work: ❑Addition Q [ ❑ Repair/Replace ❑ Demolition Describe Work: I N��IIc�T/ D/� �!5 c�h re �Gcc�rdi a�,iyTfc�S U L �. ******** *Fees * * * * * * * ** Submittal Fee $ `00 Permit Fee $ •O CCF $ LA j CO /CC Notary $ Training/Education Fee $ Technology Fee $ 2 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ n< Structural Review. $ Total Fee Now Due $ �� ' X6.1 See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zi Y s x �� 5— P 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. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of 20 _, by , who is personally known to me 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: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) • 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 prpperty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature A n�� � Signature =Owner r A ent Contractor The foregoing instrumas ac / owledged before me this — The foregoing instrument was acknowledged before me this ..z..? day of Ia /y , 20 day of a/ca�f , 20 by 9 who is personally known to me or who has produced who is p ersonall y kn 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 Sign: tER4AM Print: MY COMMISSION 0 DOAM12 Print• � /��� �•�rr COMMISSIOM 0 OCOM12 My Commission Expires: SIRES 301f My Commission Expire w -y 03.20 APPLICATION APPROVED BY: A Plans Examiner Engineer Zoning (Revised 07/10/07) 4. 0 � tid �� 6J r —• JUL 2 3 2009 BY. . ................... [X] [41 38" X 52" [3] 38" X 52" ENTRY [2 X 57" [1 ] 38" X 52" [51 38" X 52" [15] 38" X 52" SIDE DOOR s [14] 38" X 52" [12] 54" X 52" [13] 38" X 52" [6] 32" X 27" [11] 53" X 75" FRENCH DOOR [7] 48" X 52" [10173" X 87" FOLIO NO. 11- 2136 - 003 -0160 MEAN ROOF HEIGHT: 15' DESIGN WIND LOAD: 146MPH +54.7-73.3 [9] 54" X 75' SIDE DOOR PERMIT #: Ws I , b'`[ [8] 114" X 75" Miami Stores Yalta a :a j APPROVED BY ATE D ZONING DEPT ' va AN BLDG DEPT SUBJECT TO COMPLIANCE NTH ALL FEDEP COPY ` STATE AND COUNTY RULES AND RE ©ULATiQNS Q -04 RAMMS ENGINEERING, INC. Kd =1.00 21 00 W 76 ST. #311, H IALEAH, FLORI 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P. E. 171 # 11955 / 0006024 ASCE 7-05 WIND CODE DESIGN WIND LOADS (LBS/SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 M 1.00 0.95 0.92 0.89 0.88 0.86 15 4 �j� � 52.3 50.8 49.8 49.0 48.4 !20 58.0 55.3 53.8 52.7 61.9 51.2 25 60.5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67:_O 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 72.8 - 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 30 40 50 60 (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -59.4 -66.9 -55.5 -54.4 -53.6 -63.0 20 -. -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.6 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 1 -78.9 -75.7 -73.7 -72.4 -71.3 -70.6 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 Max -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 ­73.3 _-68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 30 -84.6 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 -83.6 -80.1 - -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 60 1 -97.4 -90.9 -87.0 -84.3 -82.2 -80.5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever-is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS MIAMI•DADE COUNTY, FLORIDA MIAMa MMO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FL m LER STREET, SUITE 1603 P MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305 375 -2808 NOTICE OF ACCEPTANCE (NOA) �` can otecho a► 0 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 (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 High Velocity Hurricane Zone of the Florida Building Cade. 'trrrtinum- AcESrdie� APPROVAL DOCUMENT: Drawing No. 07-13, titled "AS -500 Advanced Alum Accordion Shutter", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007 bearing the Miami -Dade County product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small WhAe Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 potion 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 consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above - The submitted documentation was reviewed by Helmy A. Makar, P / .E -, M.S. a " oq�27�Zoo7 ��;p��`a}- Date•' ��� Page 1 A & M Hurricane Protection, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -13, titled "AS -500 Advanced Alum Accordion Shutter ", sheets I through 7 of 7, prepared by Al- Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007. B. TESTS 1. See Association's generic approval under 07 -3252. C. CALCULATIONS 1. See Association's generic approval under 07 -3252. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 -3252. F. STATEMENTS 1. Release letter issued by the RC Advanced Shutter Systems Association, Inc. dated June 29, 2007, certifying this product to meet the criteria of product tested and approved, and allowing A & M Hurricane Protection LLC to use the test results approved under Miami Dade County Approval No. 07 -3252, signed by Mr. Richard Gallo. 2. Acknowledgment letter by A & M Hurricane Protection LLC, dated June 29, 2007, signed by Mr. Jose G. Perez, 3. Letter by Al- Farooq Corporation, dated June 27, 2007, signed and sealed by Mr. Humayoun Farooq, P.E., certifying that the drawing (No. 07-13) prepared for A & M Hurricane Protection LLC is engineering wise identical to RC Advanced Shutter Systems Association, Inc. generic drawing (No. 06 -024 4ffehny A. Makar, P.E., M.S. Product Control Examiner NOA No. 07. 0621.04 Expiration Date: 09/27/2012 Approval Date: 09/27 12007 E -1 DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART O AI:CORDION SHUTTER EI. 19903116 DEFLECTION LIMIT DEFLECTION CUKVE FOR POSITIVE LOADS MY 1 9 - POSITIVE LOAD n OR -NEGATIVE LOAD 0 y� SPAN /30 ID fi Y H ~ Z m Q H IAI . V e U g a Ld a� p 4 O 0 1' ` �to J ' o 19 41 40 50 60 70 80 90 100 120 140 160 w m SLAT SPAN - INCHES MINIMUM SEPARATION FROM GLASS to OL SEPARATION REOD. DOE TO WIND LOAD SEPARATION RM. DUE To r < SHUTTER SPAN _ H _ IN, LARGE "mm WPACf to DESIGN LOW = Pd PSI FOR SLAT SWARATIGN w O FACTOR _ K _ Pd /100 = IN. SPJwTtlS -UE20 READING FROM SPAN 0. CURVE _ D = IN. - :: Ln DERECTWN AT Pd s K-D a IN. _- 1 R ..•., jai ,-I rc� ION. SIPAWITWN READ. _ K�0 +1' o K 170' 3-S lYm _ "• of FOR I I SOM.LAT O NS U ABOVE OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOW Ld FOR INSTAUATWNS ABOVE 30 OF GWDE IGNORE LARGE MW" WACT REQUIREMENT. t7 WIM NO PART OF StVM SIAILL BE IMBDt 30' AIlWE MW 70 WNW LAW WME eIPAOH MMODAENr . N 40 60 60 70 80 90 100 120 140 160 C � SLAT SPAN - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. e DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -02. GENERAL. NOTE'S L THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE Agpnwed w wmP`Y�n with the REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING P'ba "" TRH VELOC ITY HUIWANE ZONE (INVO Dom o .7 8. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, T7i #CsAI m AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE %ALUMINUM CONSTRUCTION MANUAL* LATEST EDITON. Dn 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALT. BE ALLOY AS SHOWN 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRWER N ACCORDANCE WITH FEDERAL. SPEC. NO. TTP -045. OR HE GALVANIZED. ��.. 5. ANCHORS SNARL 13E AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SASE PRODUCT MARKWG E+qc DR HYQ N n I c snhxluaes MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. E T 6, ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024 -T4 A LABEL SHALL BE AFFlXED ON LOGONG MEMBER OF UNIT FlCAR. iTS37 OR 7075 -T5, OR PLATED STEEL. WING NUTS TO BE OF ZINC ALLOY. ABOVE LOCK WITH THE FOLLOWING STATEMENT. 7 • DESIGN CRITERIA FOR SLATS: MAX DEFLECTION S THE L.ESSFR OF L/00 OR Y. A & M HURRICANE PROTECTION U.C. WALE/. FL 8 ' B. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN MM - DADE COUNTY PRODUCT CONTROL APPROVED' THESE DETAILS ARE NOT PART OF THIS APPROVAL dr na 9. A LOAD DURATION INCREASE IN ALLOWABLE STRESS S USED IN DESIGN OF ANCHORS INTO WOW ONLY. Bhetit 1 of 7 5.074 �4.500 0.328 513 .04 .480 0.515 0.224 0.049 _.._ 2.481 1.903 075 2.wa• 1.502 1 1.,84 .000 .727 FI ODR Cit 1 E1.iBEDED 8083 -To AS500-012 2.145 1.388 .002 ,593 1.093 .715 k- -1.103 - 2.045 080 1.943 1.100 .431 0.848 3108 O.SiS .871 1.043 1.191 q .oes + .727 3.700 8083 -T8 A5500 -013 2.07n5 0.328 0.326,. .830 .OS3 .931 ON Z 0.224 1.440 0.224 ME END SLAT + ns5 )0-aa4 AMM A 4 a a 5.000 c .OR FAR000 Q •� c s M N i 18537 3 2X5X 2x4x 1 Ru �� r - ems s� m` ? �7 299? o 3 #S X 5/16 LO RIVETS AT 2 FROM ENDS AND B O.O. MAX. ANCHORS. EMBEDMENT & EDGE DISTANCES SI MH ARE BEYOND THE WALL & FLOOR COVERING FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF B. Ed - TYPICAL EDGE DISTANCE (SRXX;O. TLES. ETC.) CONC. & HI.00It - 12d (72 ANCHOR DIAAtETERSJ FOR WOOD INSTALLATIONS SEE SHEET 8 OF 8. HEADER AND SILL DETAILS CAN BE FOR ANCHOR CHARTS SEE SHEET B OF 8. WOOD EDGE DISTANCE SEE SFIEET 8 OF 8. USED I ANY COMBINATIONS. NYLON SUSHMf OPTIONAL STRUCTURES FLA taw �5..u�r D :� C $14 X 1 SINS AT Y FROM ENDS AND B O.C. MAX fa 4oV Z r� a a tn to d° drawing no. 07 -13 B� D� D BUILT -OUT CONDITION u ANCH� \ 4 CON - - c Z r - E9. E0. N X 1/2' BOLTS AT 2' FROM ENDS AND 9' oa _ \ �opn NYL ON BU omAL a � a \ A-AM -006 i i p C S � 2 X 3 X/ 1 2 4.1 X/8" II 1 �� s 22X5X 1 8' I I J a ANpiOR T USE I ( O Z ' F �F33 X Ui RNETS Ot n _ LL AT 2' FROM ENDS 7 AND 9' O.C. MAX. 1 I 1 ] #14 x 1^ SMS AT Y FROM ENDS AND 9' D.C. MAIL i ; 1 1 ; t I BUSHING 1 A5900 -013 1 I o 1 I I I I �N> \ BBUSHWO I 0 WOOD 1 /61ETAL / P . 1 /M20 X 1/2* BOLTS - - MET W/ NUfS OR f14 SMS/IEKS _ _ _ A ovad m wm*mgu dm ANCHOR Ed / AT 2' FROM ENDS AIVD 9' O.C. 9� NN g -_ - ggF77AR000 . ,-r 3538 i r ?cml 1 1" - - ANCHOR �, '� - - 2 X 4 X 1/8' zxxls' s _ - ALUM f drawing no. - 07 -13 - - - JUN e 2007 sfreec 4 or 7 TYPE A. ANCHORS TYPE / TYPE :_.. i?e .-. .a - ,r: +�r°s�rs"` � . �; =�^sv 78 MAX. Z O Q A. 0. E OR G - AEUtl / � / LOOkOJ F wro AT 18' .C. MAX. A. E O R G AT TOP & AT 12' '.C. MAX. pA (CAN BE INSTA T O tN50)E OR OUi90E} ! c CONC. BLOCK BLOCK Q h � •�� i MkTIU. FOR MIN. d SEPARATION 1 x I X 1 ) SEE SHEET t pp C 2 % 2 X I •s ue 2XX 1/8 2X 4X 1/8' 2 X S X t 8' ' ST /Sf MW W . AT � AS SUQT -0N CONDITIONS -f Oft 3116 POP RIVETS O 18 O.C. i �J a .;\ 8 1/2- OUTSIDE LOCK W o f]d0 CONQITION Al BUILT —OUT 870 CION OR W o W SECTION E —E M F a M LOCK HOUSING WITH -190 ACCORDION SHUTTER LOCK =) ,n tr AT - FROM BOTtO1T 2 ..�_ z:x �— - - Ld ADSfB- ROD INTO 3 OI4. HOLES AT TOP & M TRACKS (CAN BE INSTALLED INSIDE OR OUTSIDE) 2X2X 1/8 2 X 3 X 1/8' ��` i w8h 81i 2X4X 1/8' NI 10 X 3/4'TEKS TU it a I 2X8X1 /8 2" ac ALUM BE 8083-78) BNLsTea w pox 3/4' TEKS 3 /ANpE o INSIDE LOCK 1 -1/2 x 3 x 1/8' ' ALUM ANGLE Env. m HURAY UN F OOO t g TOP $ BOTTOM FLOL PE taZ j X3J X 224pNGLETAPIbN,Si3838 S drawing fro. E]}�(Z CO RIVER DETAIL 07 -13 sheet 5 of 7 FASTENERS U AS PER 1r WN TO IXISTING WOW HEADER n 2xsx1 /e• ° ALUM ANGLE CONT. {3) 1/4' M TAPCONS O EACH RAFTER 2 X 4 X 1%8• 0 p 2' MIN. PENETRATION X 1 e• 1 4' PLYWOOD SOFFlT FASTENERS QQQ a SEE SCHEDULES {� SHEEP 4 O y . v 4 x V HEx HEAD �y DRILLING SOWS 0 6' A.C. I Q EXISTING 1OOD TRUSSES I i GLASS 0 24 O.C. I I WOOD HEADER MEMBERS REQUIRED MI S 0.51 I z HEADER CONNECTION TO WOOD TRUSSES i FOR SHUTTER HOW OF 84* MAx. DESIGN LOAD = 92 PSF I EL FOR SHUTTER HEIGHT OF 98 MAX. DESIGN LOAD = 80 PSF n Q. FOR SHUTTER HEIGHT OF 109 MAX. DESIGN LOAD = 71 PSF n i j O �ggS L _ SEE i m WOOD y � 6 14 X 3/4 TEKS SCHEDU ' "� § p j i O 3` O.C. WOOD F n 024 O.0 c O 24 P O.C. I ro 4• i •x Y x CONT. : 1 4' X 1 COW. ALUM TVA W 1 4 0 X 8' T W 3 / 3) / APCANS t 1 0 4 4 X TAPCONS O STUD W ' M {) / EACHH 2DI ENETRATION it // a INTO EXISTING SNA ° MIN PENETRATION INTO MOVING STIm FOR SHURQN HgGHT OF 84' AWL DESIGN LOAD = 100 PSF FOR SHUTTER HEIGHT OF 84 MAX. DESIGN LOAD m 98 PSF FOR SHUTTER HEIGHT OF 88' MAX. DESIGN LOAD = 87 PW FOR SHUTTER HEIGHT OF 98' MAX. DEMON LOAD ® 86 PSF FOR SHUTTER HEIGHT OF 108 MAX DESIGN LOAD a 77 PSF FOR SHUTTER HEIGHT OF 108' IAAX. DF5IG1 LOAD m 79 PSF FOR SHUTTER HEIGHT OF 120 MAX. DESIGN LOAD = 70 PSF FOR SHUTTER HEIGHT OF 120' MAX. DEIGN LOAD 89 PSF n INSTALLATION DETAIL ON EXIMM WOOD BUCKS t . w.,- a• • AWE OETARS SHOWS CONNECTION OF 20 EIUCK k 10 ALUM TUBE To WOOD STUDS TO m PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. o 2x3x 1/8' w .N- 2 x 4 x 1/8' FOR INSTALLATION DETAILS OF HEADER /SILL TO CONTINUOUS WOOD NEMBERS SEE SHEETS 3 THRU 4. 2 x a x 1/9' ALUM. ANGLES e L 1/4 THRU 9047 W/ WASHER $ NUT AT 9-1/2- O.C. FOR LOADS UPTO 82 PSF \ i AT 4-3/4 O.C. FOR LOADS UPTO 60 PSF ode a o FiKp: U . FA • g 'j AT 3-7/8' O.C. FOR LOADS UPTO 75 PSF - 'LOO FLA. PE i 76sS7 �3 AT 3' O.C. FOR LOADS UPTO 97 PSF ' A7-"d CAR - Akyh yy A COUNTER Tap 9 QNQM 0 - _ - - drawing rO. {PASS THRU WwDOW) — — — — — _ _ _ _ ` 2 20Q7 07 - NAX srnlrHER HEIGHT Ft. - - - - - ANCHOR CHART 1 m ANCHOR CHART 2 ■ NCHOR CHART 3 _ m 1'1C7113fi- CHART'e m N ANCHOR CHART 5 ing V A N N N M P P P P H w N ~ r a •O r 6 BP cmr. ee 69 60 78 M 90 138 138 !se d0 BE 6e 70 80 90 119 139 150 48 se 60 78 99 138 I� 1� 6e 60 7e s9 118 138 160 00 6e 6B 78 !ffi � 118 130 lq �j � p SLAT SPAN - MOM SLAT Wm - SI6 " SLAT SPAN - 7 8 SLAT SPAN - 33C HM SLAT SPAN - IIKFEB Z z o ANCHOR CHART 6 ANfJR CHART 7 w ANCHOR fORART 8 €j AN M SA a W _ MENT IMO 3000 PSI CON - _y a gg y 1 -1/4B C= SOBLOCK i SB ANCHOR® = ,]/4. OW. KWntCOM 8 (BY HILTI) ILI 3 1- �4" EMBEDMENT INTO 3000 PSI CONC. o o ^ 1-7 4 EMBEDMENT INTO C-90 BLOCK I ANCHORO = 1/4' RAWL TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLACK n rm• ANCHOR ® = IX M 7XPCONS 1 -1/2 MIN PENETRATKIN INTO WOOD(S.O. -OM) ANANCHOR(g) = )/4' ML KWIK -FIEK SELF DRILLM SCEM p INTO METAL SMCTURES ee 50 68 78 80 98 11B 130 160 40 6e 6e 70 80 93 118 130 160 4e W 69 70 80 98 118 130 168 (STE OR ALUMINUM 1/8 MIN. THICK.) MAT SPAN - INOM BEAT SPAN - I WAW SLAT SPAN - EL INCHES NOTE: ORS ANCH EMBEDMENT SHOWN IS BEYOND WALL. d: FLOOR COVERINGS (SNCCO. TILES. ETC.) rumb a9 A0$985'9�8 && A7� N FASTENER SPACING IN MASONRY /CONCRETE tB A1io�1 CHARTS ARE BASED ON TYPICAL EDGE DISTANCE - I&L FOR LESSER EDGE DWANCE DECREASE SPACING BY 8 5 1.00 MULTIPLYING WITH THE FACTOR BERM EIX;E DIST. 12d -3 0.1 -2 -i 2" Sd -2' -1 -1 2' -1 -1 4• EDGE DIST. USE CHARTS 1 THRU 9 TO VERIFY ANCHOR I� FAROOQ FACTOR 0.88 0.71 OS7 0.50 REQUIREMENTS AND 51139 T OF LOAD SPAN COMBINATIONS FOR HEADER AND SILL. CAA ExNAPLE: FOR 3" EDGE DTST. SPACING - V O.C. (FROM CHART) END DI3T. 3�I FOR 21 EDGE t%,st SPACING - 9 X .71 - 8.4 O.C. TYPICAL EDGE DISTANCE IN WOOD - 3`4' TYPKAL END DISTANCE IN OD - 7 WO droving no. NO REDUCTION FACTOR IS REQUIRED <' I 07 -73 meet 7 of 7