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WS-07-1595 vex "sus f � w Miami Shores village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 y € Phone: (305)795 -2204 F,. Expiration: 011281 Project Address Parcel Nu mber Applicant 70: NE 99 Street 1132060131050 Miami Shores Village, FL Block: Lot EVON MULLINS Owner Information Address Phone Cell EVON MULLINS 70 NE 99 ST MIAMI SHORES FL 33138 -2339 Contractor(s) Phone Cell Phone Valuation: $ 4,000 HOME OWNER Total Sq Feet: 00 Type of Work: SHUTTERS Available Inspections: No of Openings: 14 Inspection Type: Additional Info: ACCORDION Shutter Final Classification: Residential Shutter Attachment Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee $240.00 Payment Type: Scanning Fee $9.00 Technology Fee $8.00 Total: $263.20 t 4Q PI® 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. Futherrnore, I authorize the above -named contractor to do the work stated August 01, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, August 1, 2007 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL a Phone: (305)795 -2204 Fax: (305)756 -8972 = q _s Inspection Date: 01/10/2008 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Shutter Final Owner: MULLINS, EVON Work Classification: Shutters Job Address: 70 99 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060131050 Project: <NONE> Block: Lot: Contractor: HOME OWNER Bullding Department Comments 14 openings accordion shutters I SAN 0 2000 Inspector Comments Passed cc permit in a plastic bag on the front door Failed E:1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, January 9, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILD JUL ®���� Permit No. z, PERMIT APPLICATIO `�� Master Permit No FBC 2004 BY: __! .________ ®__ Permit Type (circle): Building K �'i"!!!RlI � Roofing Owner's Name (Fee Simple Titleholder) Coon Ms �cr ns 3dS Phone # 9 % h Owner's Address 7 Iff q -5TR65T City am SkreS State R . Zip 33 -3 S Tenant/Lessee Name Af Phone # Job Address (where the work is being done) _ City Miami Shores Village County Miami -Dade Zip' FOLIO / PARCEL # j/ r, a ®�p r" 0 /3 104-0 Is Building Historically Designated YES NO Contractor's Company Name O(,(,oJi e.� Phone # 30G- / 0 Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect / Engineer's Name (if applicable) Phone # s Value of Work For this Permit S � Square / Linear Foote a Of Work: �'— � g Type of Work: ❑Addition ❑Alteration Xeiw ❑ Repair/RepIace ❑ Demolition Describe Work: 1 1 ? JTA Q2±0 4 O) /T cc e 1) 1 `} A ,S H U 7TEe r 1� d Submittal Fee $ Permit Fee $ �`-'' ' CCF$; CO /CC Notary $ e Training/Education Fee $ X AX Technology Fee $', Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due s I . See Reverse side i i Bonding Company's Name (if applicable) i Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address I I 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 rior to the issu e of d t p a , I� tha all , work will be ;pet formed taxi 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' BEATERS, TANKS, and AIR CONDITIONERS, ETC..... F 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 n issued In the absence of such posted notice, the inspection will not be approved and a reinspection ee will be charged Signature Vla gnaw' S ' attire .Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3 0 The foregoing instrument was .acknowledged before me this day of I 20 �, by A - Pt t�k xt� �IIV►� day of 20 � by Ll who is personally known tome or who has produced R ,V &� L (L who is personally known tome or who has produced As identification and who did take an as identification and who did take an oath. NOTARY PUBLIC: 5 NOTARY PUBLIC: do Sign: G Sign: ° Print~ °uc� �y �Q� �o`' print Commission + ires: Y �� �P �. , o _ My Commission Expires: �aticY akaknlr�eeY4¢ YaYdek4raYttArdrdekSraY� {rir4at Y de *ArzY9r4e8nY &4rok'ak9c49rAnY 4r &Y k�rk43eAr4eArdriYY4r de9rArk�YY &aFAr4r *YatiAraYArY 9iY3nY a1r9e �eY4r &YaiateAr9r 9eettak9e . APPLICATION APPROVED BY: -7 1� 1 1 6 7 Plans. Examiner Engineer ! Zoning (Revised 0 2 /0 810 5 3 i i saaner now This Ins pi mom truent Prepared By: Name Von M j 11 S now Addre i ` i 7► IL (► t i'Yl I Ce -✓w� / h Q �' FC., 3 3 (3 ( j Permit No. WJ 5 Q / Tax Folio No. �i320�+� w y^j NOTICE OF COMMENCEMENT :- STATE OF l L._ — cz COUNTY O l� =-4 Ld THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with o� ¢ Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. .1. Description of property: Qegal description of property, and street address if available) 3 Sj Lek a 2. General description of imp oyement: =caM aopa� : 0 3. Owner information P =C-4 ;l* "' a. Name and address: !✓ Wa n M J G(-'t (V rn � - $ a~� re S :..- ;; b. Interest in property: /V t.- q -ST / 3 c. Name and address of fee simple titleholder (if other than owner): is t� az: W C14 r `f 4. Contractor. n S a. Name and address: vo _ V b. Phone number. , �} 9 C S j 33 13 3 C. r. 5. Surety r`- ea Ix kD a. Name and address: C. � C r. , b. Amount of bond $ C-4, w c. Phone number. Uj <r <t: 6. Lender a. Name and address: b. Phone number. 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: a. Name and address: b. Phone number. op 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: a. Name and address: b. Phone number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is O agtS dp�� specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF o COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, O FLORIDA STATUTES; AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A U 5 w 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. �JblD MCI` evon A s a c Signature of Owner or Owner's Authorized Officer/Director O Partner/Manager d o v Signatory's Ttde/Office Ci p . N ty i I U a � � Th fo of in ment was acknowledged before me this I day of A(a as7' � {year) by `� v> (�S (name of 'person) as r?Y (type of r m authority, ...e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was e - U ° I�SSf DIAZ my comps {$S10N #lam 5 Stgnatur Notary Public - Sta&h of Florida ,� EXptRES:O�tober tmda Print Ty or Stamp Com oned Name of Notary Public O LL w a+•I#t;,•- gm d e dThNtdota+y Commission -3 ;� O } a " ' Personally Known _ or Produced Identification -77 LL m m uj c Verification Pursuant to Section 92.525, Florida Statutes [ X z 7 _ " Under penalties of perjury, I declare that I have read the foregoing d that the facts stated In it a trbe to the best of my knowledge and belief. X �r� Signature of Natural Person Signing Above VILLAGE OF MIAMI SNORES OWNER BUILDER DISCLOSURE STATEMENT 0 NAME: yo r1 del I) I k n .S DATE: 3 a C� a00 ADDRESS: --- hg 9 9 , ST r rw15 H'° -S 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 Initial 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 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. Initial t M 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 JUL X007 BY .- ----- - - - - -- M 71 5gE 5. I 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 E 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 N1 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 `�11 8. 1 understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my with out first obtaining the proper permits by licensed contractors. Initial ­ E/ v- ) 1� Was acknowledged before me thi day of r 20 BY b0A '1)Q ( 4tl(45 who was personally known to me or who has Produced there License or t tic 513 1(13 as identification. OWNER N TARY A SS o� ,fr . . ... . . .... . .. . .. . . . . . . ... . . . .... •. .• 101TY 0 0 0 00 . • Aluminum Technologies, Corp .. . . . .• •.. •. ....... . Lj .. .. . ....... " 0 P SHUTTER PRO13UCT APPROVAL AUTHOR17ATWN FOR Dom: fir. Builder Official: JUL 3 0 2007 Gentleman: Y: oo -�--------- - - - - -- We are Dade County Notice of Acceptance Holder for "RS-1 High Velocity" Aluminum Accordion Shutter System under Acceptance No, 07- 0309.06 This Letter is to authorize :a- to ( l � U�s to use our RS-1 High Velocity Aluminum Shatter under Acceptance No. 07- 0309.06 Job Name : C/JJ Address: 0 olz 4 City. _ J�' -eS Zip: Number of Sl uWr. 14- Miami Shores Village r APPROVED BY DATE Ni ZONING DEPT t (Co B LDG DEPT Sent Required) SUBJECT TO COMPLIA WITH ALL EDERAL ST4TE AND COUNTY RULES AND REGULATIONS 2219 W. $e Stmt. Hialeah, Florida 33016 [3051.362.1405 fr Q MOB 07�-ono q, r NM ---- .- 00.00_ i f 0000 e I —/-.. m d L MF rl� R o'rs Ynu t sA.x r� S/t 9..... . .0000. .0000. .000• 0000. 0000.. 0000.. .0009. . S Miami Shores BuRding Department Product Approval Schedule / Comparison Chart Address: 10 :57 Permit No. ' Opening Description of Window Product Acceptance Product Approval Opening Required Design Rough Opening Shutter Required Mullion Impact ID or Door or Mullion Number Design Pressure ensure Size Xes / o es / No 'Yes e fe4zleli-N Window C) - 0 3(51. PSF ( PSF (f) PSF O PSF fl 1l 2 - LI ViAlA, W i i1 a IJ 0 6 C L Oro ALI SI -I Yes W 0 3o adG Sa.3 .s"A u UNV A 0 - 5 0 1 ) _ 06 1 fI # x 3 g B) fn R ® — 03 0 0 1 /t 2� ep — 03 0 0 1 1' ke Al E 00 r>1 - 0 0 11 /, �2 y� /J c� R5 4 RD 0 r° b 03 0 i /1 00 ° 03 ®y a to ,� �" l 0 1 ) , •• • • • 0• . • . • g o 00 • MIAMI -DM1DE . ... • • • JIAW -DADE COUNTY, FLORIDA ® 0 • • ♦ • • ; ♦ ; : 4ETRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • ; ' 0 ' •' IU WST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) ." :: •' • : • ; •; www;miamiaaae.eov Aluminum Technologies Corp. • • • .. • • ♦ • • 2219 W. 80 Street • • ♦ • ' ' ' ''' • • Hialeah, Florida 33016 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 Code. DESCRIPTION: "RS -1 High Velocity "Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 06- 004RS1, titled "RS-1 High Velocity Shutter System ", sheets 1 through 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated July 05, 2006, signed and sealed by Morgan Villanueva, P.E. on March 01, 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 Missile 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 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 consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by H A. Makar, P.E., M.S. i ff �L NOA No. 07- 0309.06 Expiration Date: 07 /09/2012 O 7� O 1 ZAO 7 Approval Date: 07/099/2007 • •.• 0 000 • • • • • • • • • • • • • • • • • • Aluminum Technologies Corn r • • r • • • • • •..r NOTICE OF ACCEPTA R: LVI13 &CE78NA ITTED •• • • • • • ••r •• A. DRAWINGS :.: ::::: • ' • 1. Drawing No. 06- 004RS1, titlee. -# 14th VdIoUy WIter System ", sheets 1 through 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated July 05, 2006, signed and sealed by Morgan Villanueva, P.E. on March 01, 2007. B. TESTS 1. See Association's generic approval under 06 -2372. C. CALCULATIONS: 1. See Association's generic approval under 06 -2372. I D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06 -2372. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated March 01, 2007, certifying this product to meet the criteria of product tested and approved, and allowing Aluminum Technologies Corp. to use the test results approved under Miami -Dade County Approval No. 06 -2372, signed by Sam Downs. 2. Acknowledgment letter by Aluminum Technologies Corp., dated March 01, 2007, signed by Sam Downs. 3. Letter issued by V. M. Engineering, dated March 01, 2007, certifying that the drawing (No. 06- 004RS1) prepared for Aluminum Technologies Corp., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 06- 004RS1), revision #2. 4. Acceptance Letter issued to Mr. Nivaldo Fiallo on July 08, 2007 and returned signed by Mr. Nivaldo Fiallo on July 09, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. e* A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0309.06 Expiration Date: 07/09/2012 Approval Date: 07 /09/2007 E -1 i. THIS SHUTTER ACCORDION 'RS -1* HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE . _ FLORIDA BUILDING CODE EDITION 2004 AND AS PER TAS -201 (201 - 94.1), TAS 202 (202 -94.1) & TAS 203 INSTALLED TO INSURE APPROPRIATE INSTALLATION. VO (203 -94.1) OF THE TEST PROTOCOLS FOR HIGH- VELOCITY HURRICANES ZONES, AND AS PER AMERICAN CONTRACTOR SHALL BE RESPONSIBLE FOR: TESTING LABORATORY WITH THE TEST No. 4986. R EE THE DESIGN WIND LOADS COMPLY WITH SECTION 1619 OF THE F.B.C. 2004 CODE. IN ORDER TO VERIFY THAT - VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT Z; S z ANCHORS ON THIS PRODUCT APPROVAL DOCUMENTS, AS TESTED, SHALL BE DETERMINED AS PER SECTION ANY DAMAGE TO EXISTING STRUCTURE. x 1619 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PRODUCT APPROVAL -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO tj V) DOCUMENTS, AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND PREVENT ANY DAMAGE DUE TO WIND AND RAIN � LOADS WAS NOT USED IN THEIR ANALYSIS, AND IN THE LABORATORY THE TEST LOAD WAS 50% MORE OF -SELECT �DHPROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF 00 i t • q DESIGN LOAD. -IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE /SHE SHOULD COMMUNICATE �"� VI THE RS -1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. ?i RESISTANCE AS SHOW IN THE TEST RESULTS FROM LABORATORY. AND LAST BUT NOT LESS, THE RS -1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM x MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (H.V.H.Z.) B. A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON c7 $ THE CENTERMATE, COMPONENT 2 OR 3. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY AND TEMPER, WITH LABEL SHALL READ: ^ Fy - 25.0 ksL MINIMUM (UNLESS OTHERWISE NOTED), RS -i ALUMINUM ACCORDION. ROLLINGSHIELD INC. 3. SCREWS SHALL BE MIAMI, FLORIDA - AISI SERIES 304 OR 316 STAINLESS STEEL, Fy =35ksL MIN. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. - CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy- 50ksi. 9. THE INSTALLATION OF THIS RS -1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY 4. BOLTS SHALL BE: WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - T4 -2024 ALUMINUM ALLOY AND TEMPER, Fy- 18ksi MIN, PROVIDED BY THE JURISDfCTION WHERE PERMIT IS APPLIED TO. - A ISI A -307 GALVANIZES STEEL, F Fy SOksi WSI 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VAUD ONLY WHEN IT MEETS THE FOLLOWING TERMS: - SERIES 304 STAILESS STEEL, Fy =35kei MIN. -PLANS SHALL BE SIGNED & SEALED BY THE ENGINEER OF RECORD. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS: -NO MODIFICATIONS AND /OR ALTERATIONS MAY BE MADE BY ANY MEANS. l ogo (5.1) TO EXISTING POURED CONCRETE: (Min. f'c - 3 ksi) 11. THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. a ,1� 1 I 1 - 1/4'0 TAPCON ANCHORS AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. N 1/4'0 CRETE -FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. ^ ig - 1/4'0 x 7/8' CALK -IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS •• y NOTES: b .000 5.1.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'. • • •• �(^� •• 5.1.2) MINIMUM EMBEDMENT OF 1/4'0 CALK -IN ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. • • • • NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.S. MACHINE SCREW USED TOGETHER WITH • • • • • • • • 1/4'0 CALK -IN ANCHORS. 1 3 S 6 7 •a • Ld 5.2 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON 10 12 15 17 19 3 Z •+' 1(/� �R t � •� • t 4 f THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND i j� E yg 1 A • • !�• d- `$ SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2) ABOVE & • • • • • • • ` qt • (5.3) TO EXISTING CONCRETE BLOCK WALL• I I I I I I ®f�• • • • ••,,�� , `• • � q� a - 1/4'0 TAPCON ANCHORS AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. ® OR • ^• •• O•• - 1/4'0 CRETE -FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. n •+• TYP a Q�F" ' - 1/4'0 x 7/8' CALK -IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS L�l • p• GE»i •••••• p NOTES: z d • • �! • 5.4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, is 1 1/4'. (L A OCK A • • • 5.4.2) MINIMUM EMBEDMENT OF 1/4 CALK -IN ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE$ • • • • • L_ _. • NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.S. MACHINE SCREW USED TOGETHER WITH W 2 • • ••• 1/4 CALK -IN ANCHORS. c C £ • • • • t • • 0 5.5) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON LL L`' U THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND V) D \ D p SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) & 5.4.2) ABOVE. Q (5.6). ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF In THE ANCHOR'S MANUFACTURER. v 0 - (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS ON � SHEET 7 OF 9. G 5 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES DATE. • ER 7/5/06 _ ON 8 9). ®O 7 + © OR F.B.C. � - FLOOR LOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT 2 4 8 9 0 • • � OR ENTRANCE (High Vei Hurricane Zone TYPICAL 11 to as to 21 O & ®� � 1 1 1 OR � ) SHUTTER ELEVATION 19 DWG No: 06- 004RS1 TYP TO /BOTTOM SHEET 1 OF 9 r• � aO74* 4.371' �- 4.500 ° --� 1 I 1 iG - 1 ui w m 05a� g00A:I �En 4.472' 1 q C v U O MALE /FEMALE GLADE 2 MALE GENTERMATE GLAD£ O3 FEMALE CENTERMATE 81 ADE 4 8 ' SALE STARTER a" mono• n �_ � � .. n � • 1 125' 75' 075 5 75° .075 N OS HEADER WALL MOUNT 6 13,0. HEADER WALL MOUNT. Q CEILING HEADER MOUNT 8 F o# *sILf " `� • ,DBO 0 �" 17001 1 "ANM 0000•• . p • f °n 6' AN2 ••6• • • • • 0 0000 • 00" •0 6a1� • 47 .089' 06.00• • n••. H • • 2 •• •• ••• '�'V •"ice � y q 5• N . c earn I M • a 4 " • • 0000 • ��� 9nADJUSTABI£ FLOOR SIL/ dDAPTOR 11 STARTER ANGLE 12 _ALUMINUM 8.0. ANGL£ UM B.O • NG • 6 • - � THRESHCJLD TRACK • z a 093' .571 • _ p O 4 • .OBS' 093' 2 8 " ..f .120" .277 .078' .062' ggg$Q 080" 086 _ 2 _ n 1.000' 1� h i 62' V . 7 Y pM ' 1 DATE: 7/3/06 4- F.B.C. Q ADJUSTABLE FLOOR SILL (High Velocity Hurricone zone) 15 CEIUNG HEADER 16 FLOOR SILL ADAPTOR W LIP Dwc N-: 06- 004RS1 21 WALL HIDER SHEET 2 of 9 1000• WX CLFAR PANa 5/16 =18 SS.VAS ( ?)HOLES FOR , MGM 3/16° POP RNM AS SHOWN — J/ms s 7116 I , L 1176• will ® '� gSTIC KNO LB OCK ° " � VMS I I 22 ® • �° tJ 3 8 � 2.000' 2�D NICKEL PLATED PUSH " Y PRE-HOLE ro-at x ate• cwx I CK B TTON ' I Q SEE NOTE BELOW g LOCKING P_lN I i x4'!tl. fOR r!P fi 9 =0 SifUlIER 6'ME lEAY#FR£ 01 1p P AID FOR SHrJ W P 81atl£ LPA B Y rt F EM Y 6' AT.'RFASf L0G7®1Yt INS RIMES B 2 Fi$t EVEA 6 M $ Ox.R'ASE' aY SM?TaP RIMES t£NOAL M ••��'' • mm 1 4O • ••••.• .250° �Na •••e•• e••e ` e���•• �I • • • n x ssa• 22 ' • • • • e e"y • � • • • •tee• •� �' • MA F WA_ LE BADE DETAIL OF CLEAR PANEL LOCATION e 00 • ; e e e • e 0 z 0 0 MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER U MUST NOT EXCEEDED FOUR (4) PER ACCORDION AND 6 LOCATED TWO AT EACH SIDE OF THE CENTERMATES 1 0 STARTED AT THIRD BLADE AFTER THE CENTERMATES c AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL AT EACH SIDE OF THE SHUTTER. g >t CLEAR PANEL SHALL BE LEXAN RESIN 4 103 -112 DATE: 7/5/0e (UV STAML12ED) OR EQUIVALENT COMPARABLE TO F .B.G. G.E. LEXAN POLYMER SHEET 790 -34, APPROVED BY MIAMI –DADE COUNTY WA - 1210.4, (High Velocity Hurricane Zone) THERMOPLASTLC POLYMER AE STRENGTH DWG No: 0 '3 I Fy =8.9ks1, Fb =12.9ksT, E =328.7ksi SHEET 24 OF 9 g t 1 1 1 CONCRETE F CONPOURED POURED CRETE CONCRETE ANCHORS EDGE OF EDGE OF CONCRETE CONCRETE ANCHORS _ C SEE SCHEDULE ON SHEET 7 CONCRETE tF _ APPUCASLE REOUIRm 1 ) APPUGBL,E REQUIRED -- (SEE SCHEDULE ON SHEET 7) W ° EDGE DF� ED. SF SHEET 7 ' E . SEE MEET 7' E.D. ° n E.D. ff } 1 ° a AoP1.MgBLE tt ED ED ° ° e ° ED ED 4 E)DSDNG y f i 7 1 " a ; i e 1,1 >•IC� �S � MONG GLASS ,i t i ' 10 GLASS 1 ' t' i i i A N n v 5 1 fl t 4 i i�, i� Jm 1 'ili l ili' �d'r °P �q] MIN SEPARATION MI NP 3 i TO GLASS t (SEE SCHEDULE t I (SEE SCHEDULE1 m i ON SHEET 6) t i i 1 �d I t ON SHEET 6) t q o t i , 1d CEILING HEADER MOUNTING INSTALLATION CEILING HEADER MOUNTING INSTALLATION • • • • � m se � MIN. L l l i t i f 1 TO GLASS ' (SEE SCHEDULE 1 f • • • • • • • • • • ON SHEET 6} i 1 ; �m •••t•• • i f I �$� i' E i fsn8 •••• • • i••• jMIN. SEPARAnDN l p,�� IXISA l TO GLASS t f rs E l^y Gt r f 1 ��Aii • • • • • U+ (SEE SCHEDULE i f i N A o we.. • • �� � ON SHEET 6) I s i m �^ 1 LOCATWN �fj 6 tiff • I i � ^' f ii ii •••••• • 0 • i�• 1 f 3/a° i i " •• •• ••• • $ • 1 MIN. { it I C 1taa /a "s.ssDS.••••• v M� ; CONCRETE t i i i y ; POURED / • 12" O.C. • • • o I REQUIRED ',�', �tax314' S.S. S.D.S I CONfx2ETE MIN. • • • • • • • t • 72 D.C. iv , REQUIRED 1 • • pj O 9 < • EQ. EQ. t' • • • • • Gp • • JJ Z ° EQ. • E.O. E0� E,Q a ° ° ° °i /Y .. < S 7 R�cE .E0. EE SHEET 7 ° ° ID. SEE SHEET 7 E� OF EDGE � ED. SEE SHEET 7 ED. SEE SHEET 7 s V UO SLAB IF 4 e SLAB IF SLAB IF ° 'b' o a SIAB ff Ld APPIACABLE APPUCASLE APPUCASLE APPLaABLE H O ALTERNATE CONCRETE ANCHORS CONCRETE ANCHORS L ANCHOR (SEE SCHEDULE ON SHEET 7) I LOCATION (SEE SCHEDULE ON SHEET 7) SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION ® 51LL &ADJUSTABLE FLOOR MOUNTING INSTALLATION < DATE: 7 F.B.C. (High Velocity Hurricane Zone) DWG No: 06- 004RS1 SHEET 3 OF 9 1 CONCRETE ANCHORS ul POURED CONCRETE POURED CONCRETE (SEE SCHEDULE ON SHEET 7) _ OR CONCRETE BLOCK OR CONCRETE FLOCK OR CONCRETE BLOCK REQUIRED REQUIRED CONCRETE ANCHORS REQUIRED 1 /4'0-20 SS. M.S. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) W/ t! Ur & WASHER d (� SCHEDULE ON SHEET 7) ° a d \= O B' D.C. OR tt D. 3/4' t d 1 5 � . ` 7 ° A a ° fffAAA d d I II ' '111 d ° ' d ° ' 11 ' °aCd° i ° EXISTING MIN. SEPARATION ' i 3 EXISTING 1 MIN. SEPARATION �, E105RNG MIN. SEPARATION GLAbX� TO GLASS ' ' v� Gi.ASS� TO GLASS ' F'Y' GLASS ' TO G1A55 ' (SEE SCHEDULE i i i i 1 �1z (SEE SCHEDULE I 1 +,JZ ' (SEE SCHEDULE ON SHEET 8) ON SHEET 8} ON SHEET 8} I I a 1 a�W�m 05 READER WALL MOUNTING INSTALLATION 0 B.O. HEADER WALL MOUNTING INSTALLATION 80, CEILING HEADER MOUNTING INSTALLATION • 1 • • • POURED CONCRETE • • • **a ■ oe +��"j� • La CONCRETE D BLOCK CONCRETE ANCHORS , • • a 41 ZF • • • • • (SEE SCHEDULE ON SHEET 7) = I EXISTING MIN. SE • ,• • • • • • • • GLAS51 TO GLASS ' MN. SEPARATION I , i 'J` m ° (SEE SCHEDULE ' ' gg i • ' • gym • • • 4i N (SEE S ) 1 i i =Ci d ON SHEET 8) `b.8 3/D S '• • • � • • _, • • t �' • I ON HEET B I i ' O 12' O.C. i L\ d • • ••��'d •••• Q,•� �• I ��� • • ". a I 3 /g" • ��� • •••• `•��S • 1 CONCRETE u t I "° a ° n° MIN. 1 POURED I ° ICI • QU � REQUIRED ALTERNATE a ° Iron W • d EXISTNG I MIN. SEPARATION �t i � • • • • a ° GLASS i TO CLASS I I I 1� g • • • • Z • V (SEE SCHEDULE 1 p a • - - • E SEE SHEEP Q E.D. ° SHEEP 7 ON SHEEP 8) ' ' I ° E.O. E.Q. E.O. Q. 4 ' O ° .d 1/4'p -20 S.S. M.S fSV 0 A W/ NUT & WASHER ° . ° ° 1 O 9' O.C. OR /14x 3/4' L 1 p CONCRETE ANCHORS S.S. S.D.& O 9' D.C. °� I (SEE SCHEDULE ON SHEET 7) CONCRETE BLOCK — REQUIRED O 9 THRESHOLD FLOOR MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION (S� SCHEDULE ANCHORS 7) SUALL: 8 B.O. SILL & ADJUSTABLE DATE: 7 /5/06 FLOOR MOUNTING INSTALLATION F.B.C. (High Velocity Hurricane Zone) DWG No: 06- 004RS1 SHEET 4 OF 9 ' BLOCK WALL REVEWED ac Fm r un ED. Eosnw CUSS GUSS AN 2 La Zr OR 2* LW C4VCftW OR iFjv CONCRETE ANOMM 0 12- ANDiM AT 6' DO, OR Commw REOLWED MM rhWAM (SM A070) END CLOSURE ALTERNATE 4 /A.Fi. ".16 & (m + OR &D --- SECTION' Oil Typ mw WAD Mom & sortav WTIOW OF MON WVXW SLAr WYENEC PW ow i% v a 4 ANSLE OF MW LOCKM 94 WWW MM OW 10-24 as ac. PUSH BOTTOM LOCK BE USED FOR WALLATIM 4 am OR MODE OF SHUM SE 'mo ?OR 703K Hrox�w (2)3116'0 ALWA POP DATE: 7 /s/Os DWG No: 06-004RSII POST CONNECTION SECTION QUA SHEEr 5 OF 9_ � MAXIMUM DESIGN PRESSURE RATING "W" (p.sd AND W a CORRESPONDING MAXIMUM SPAN "L" SCHEDULE (n _ �W MAX" MAXIMUM ALLOWABLE DESIGN SPANS M04" � T ? _ (r) L +: ALLOWABLE SPAN DUE TO POSMVE DERVY LOAD + W (PeO _ bw DES! SEOTJONS 5 TO 8 SECWNS 1. 2 & 9 SEC77ONS 3 & 4 SECIJON 10 , x�»Arms G-: ALLOWA%E SPAN W£ 1D N£G4TfJE Ot37f f LOAD -M (P.0 J (0.st.) WALL MOUN77NG OOR/CETUNG MOUNR £LOOK /cEruNC 41 wAU MOrmrrrrfc sewtm .ncN na' .�.-o- eteatrorr w Q s INSTALLA770NS 1NSIXUA77M ASTAWRONS INSTALLATION �� FD (2) TO DETPRI" MAW" ALLOWABLE SPm U Al 1111 or Gmx. Pomm LOAD (W+) AND AM20W LSD CA L+ L- L+ L- L+ L- L+ L- SWARR MR= � ww" TYPE OF MSIALLATION (WALL NO1A M4 nooR 30 12' -4' 12' -4' 12' -4" 12' -4' T2' -4' 12' -4" 12' -4 12' -4' 2 3 4' Lx,� „,m). �s 35 12' -4" 12' -4 12' -4" 12' -4 12' -4" 12' -4' 12' -4' 12' -4' 3° 2 314- - DZ7 ea W(E OF L+ AND L- tr TABLE 12314 40 ' -4" 12' -4' P2' -4" 12' -4' 72' -4" 12' -4 12' -4' 12' -4 2 _ 45 11' -PO' 11' -10" it' -PO` l f' -!0' 12'-4 12' -4` t2' -t' J2' - 2 3 4° FM A94MYAt10WA87£ SPAN S AU BE EVU4 7V •VE 90NWUM" OF VALUES OF L+ AND L 50 11' -3" 11' -3 1 !' -5" 11' -5 12' -4" P2' -4 11' -t t' 12' -I" 2 31 4- MW fs) Af7EB PC NA ALLOWWX SPAN 01ECK SOiEXW UME 55 t0' -8" 10' -8" 11' -0" 11' -0" 12' -4" 12'-4* 11' -8' 12' -0 2 314' to OTAW N4MN Axd40r &%CI c. 60 10' -3' )0' -3" 1 70' -7' 10' -7" 12' -0" P2' -4' 11' -6 W-10* 3^ 2 314" RVAa0aW TO SELECTANOM SPACM USAV EEWnW DESM 65 9' -10' 9' -l0" 10' -2" 10' -2' 11' -6' 12 =4 11' -3' P1' -9" 2 J14 ' Law (W P4 70 9' -6` 9' -6" 9' -9" 9' -9' 11' -1" 12'-4" 17' -l' ft' -6' J. 2 314' 75 9' -2' 9' -2" 9' -4' 9' -4' 10' -9' 12' -4' 10' -10' 11' -4' J. 2 314" 80 8-10' 8' -10" 9' -4 9'-4' 10' -5" 12'-4` )0' -8' 11' -2 2 314 85 8 =7' 8' -7' 9' -0" 9' -4' 10' -t" 12' -4" 10' -5` 11' -0' 2 3/4' DUAL NYLON WHEELS W17H 0.490° BY 1.100" LONG NYLON OWD& WITH NO J. 1 1 HEAD AT TOP OF I NTERI OR SLA S SPACED EQUALLY, FASTENED WITH 90 a' -4' 8' - 4 ° 8 9' -3" 9'- t0' 12 ' 10' -4' 10' -3" w- l0 2 J14 ° ONE NO. E NO. 14 BY 3" HEX HEAD PJN SCREWS. • • 95 7' -8" 8' -2' 8' -6" 9' -3 9' -6" 12' -4" 10' -0" 10' -8 2 3 2 3 4" • _ j 100 6' -10" 7' -1 t " 8 =4` 9' -1 ° 9' -4' 12' -4 9' -JO" JO' -6" 2 3 4 2 314 ' 0.490" DGUfETER BY a590" NYLON Gum W17H NO LD. AAWS, Aj TOP �^wi • • • • AND BOTTOM OF EACH EXTERIOR SLAT, FASTENED WITH ONE N0. 14 BY .W' • �S 105 6' -3 7' -9" 8' -1` 8' -10` 8' -10" 12' -2` 9' -7' 90' -5" 2 314 2 314 HEX HEAD PIN SCREWS. W • 110 5' -6" 7' -7 7' -9' 8' -8" 8' -6 11' -11" 9' -5' 10' -3" 2314 2 314 a� 0.490' DUMETER BY 0. 820" NYLON GUID& WRH NO MARKX AT TOO G• • l. -6 -0 11' -8 9 •a • • • • t15 4' -t0" 7' -5 7' -3' 8' " 8' " ° ' -2" 10' -2 2 3 4' 2 3 4° Wr a c��] EACH 120 4' -2" 7' -3' 7' -2" 8' -3' 7' -7" 1 t' -5' 9' -0 10' -1' 2 3 4' 2 3 4' 1N7ERrOR SLAT. T, FASTENED T1t ONE N0. t4 BY i • • • FF • 125 3' -6' 7' -1' 7' -O" 8--j- 7' -3` t f' -2 - 10' -0' 2 314" 2 314' • O ODLO BY 24' LONG ALUMINUM LOCK AT TOP AND 8AT1lAA • • • • 130 - 6' -1 P ° - 7' -1 f' 7' -0 10'- l — t - - 9'- l0" 2314 2 314 OF F iA EACH LOCKING sSLAT, £ASrENEn wn7H ONE 10-24 - 24 BY 0.430' Ldkc • • • 14 N 135 - 6 - 7' -10 ° 6' -9" lo - 9' -9 2 J14 - 2 314 THUMB TURN SCREWS. • • • • • f • i40 - 6' -8 - 7'-B" 6' -6 10' -7 - 9'-8" 2 3 4' 2 J14 - • • • • • • • • � • 145 - 6' -7 - 7' -6" 6' -3" 10' -4" - 9' -7" 2 3 4' 2 3 4" • • • 0 150 - 6' -6 - 7' -1 " 6' -0' 10' -2' - .314 9' -6' 2 3 4 ° 2 auE88�BOha • .0 • • as** fl • • 155 - 6' -4" - 6' -9" 5' -10' 10' -0 - 9' -5 3 4" 2 3 4 T C OW 6E � D .••.•: v_�` Q �• 160 - 6 =3' - 6 =5' 5' -8' 9'- to' - 9' -4" 2 314 1 65 6' -2 6' -0" 5' -6' 9' -9 - 212 2 3 4 C ° 2314- atEN - - • • • •• • 9' -4" ' sECnovs 2 ) ox THESE CR07JPS CAN BE CONBINm AND a • • � 170 - 5'- l 1 ` - 5' -8" 9'- ' - - T 1 & s • • • • • • - • 5' -4 7 9' 3" 2 1 2 2 3 4' 175 - 5' -6 - 5' -4' 5' -2' 9' -5 - 9' -1 " 2 112' 2 314- • • • • • 180 - 5' -2' - 4' -11 ` 5' -D' 9' -4' - 9 =0" 2 1 2' 2 3 4' • • • see • • • 1B5 - 4' -10" - 4' -7" 4' -l0" 9' -0" - 8' -11 2 l g � 190 - 4' -5" - 4' -2" 4' -9' 8' -10' N ' O 195 - 4' -T' - 3' -10` 4' -8" 8' -6` - 8' -6' 2 l 2 2 3 4' W 200 - p 4 B C 1 � 4 DATE •' T75706 F.B.C. (High Velocity Hurricane Zone) DWG No: 06 -004RS 1 SHEET 6 OF 9 XMLM WIND LOAD DMIN FCSIIRF tV" MA XIMU M LOAD DESIGN PRESSURE `W' k' MAXIMUM WIND L DESIGN PRESSURE l e AND MA � WIND �. °' M,A]TIMLM WIND LOAM DESIGN PRESSURE '1Y' AND a - AND CORRESPONDING MAXIMUM ANCHOR AND CORRESPONDING MAXIMUM ANCHOR a CORRESPONDING MAXIMUM ANCHOR SPACING On.) SCHIDULE S?A CDR? P SPACING Onj SCHEDULE. SPACING W SCHEDULE DNDMG MAXIMUM A"!CHOR t NG h, n.l cn±n±! 8 F V) WALL MOUNTING WALL MOUNTING CEILING & FLOOR CEILING & FLOOR WALL MOUNTING WALL MOUNTING INSTALLATION AT TOP WSTAUAT10N AT TOP MOUNTING INSTALLATION MOUNTING INSTALLATION INSTALLATION AT TOP INSTALLATION AT TOP 4 m g� OR BOTTOM OR BOTTOM AT TOP DR BOTTOM AT TOP OR BOTTOM OR BOTTOM OR BOTTOM i5 MAXI MAXIMUM (SECTIONS S THRU 8) (SECTIONS 5 THRU 8) DESIGN O MIGN LOAD (SECTIONS 1,2 & 9) MAXIMUM DESIGN LOAD (SECTIONS 3 & 4) DESIGN MGN LOW (SECTION 10) (SECTION 10) ? DESIGN tn Oo m9caLTEf Oo MAwrmrl (p af.) 00 17 CID n0 0a l (ro MASO�y to v. 1Y (p.afJ 1W (p s f.) 1Y SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN (P.af.) SHUTTER SPAN SHUTTER SPAN � � S-0' S•-0' S•-e' S-0' S'-C 7 - 0 C -8' Vx 8' -0' S' -0' S•-S' S -0' 8'-0' r - 9' S• S B' - 8' OR LEN TO To MAX al Less ro 0R DBA TO TO MAX OR LESS M MAX. OR LF3s To TO VAX OR LESS TO TO MAX. fr_r Avom 8' -e' AUVM e• -s' AUarm e•-s' AuaMCO s' -s' Auovm e•-s• Aunwa:n �O m 9- 9 9 9 9 9 9 9 9 9 9 9 9 D 9 9 8 9 1Q LESS THAN 30.0 9 9 9 9 9 9 LESS THAN 30.0 9 9 9 LESS THAN 30.0 9 9 9 LESS THAN 30.0 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7 5 9 7.5 8 9 19 BS 9 9 9 9 7 15 - g FROM 9 9 8 9 9 9 FROM 8 9 9 FROM 9 9 9 FROM 9 9 9 9 9 75 >30.0 TO 60.0 9 9 9 9 9 7 >30.0 TO 60.0 9 7.5 B >30.0 TO 80.0 9 9 B > TD 60 9 9 9 9 9 53 9 9 9 9 5.5 4 9 6.5 55 9 8 5.5 9 9 7 9 8 yo _ >60.0 ROM 70.0 9 9 6.5 9 9 B.5 >80.0 TO 70,0 9 9 8 >60,� 70,0 _ 9 9 8 >60.00 TO 70.0 9 9 9 9 9 4.5 9 9 9 9 8 B 9 6.5 55 8 8 5.5 9 8 e 9 9 as FROM 9 9 9 9 4 S5 FROM 9 55 5 FROM FROM 9 7 4.5 9 9 s 9 4.5 yo $Q >70.0 TO 80.0 9 9 8 9 8 7.5 >70.0 TO 80.0 9 8 7.5 >70.0 TO 80.0 9 9 7 >70.0 TO 80.0 9 9 7 9 9 J 1 5 . 11YggT 9 9 9 9 6 15 9 $,$ 5 9 7 45 9 9 6 9 as 2.5 FROM 8 9 6 8 35 n/a FROM &5 6 45 FROM 9 6 4 FROM 9 85 4 8 yo n/a • • • �•y� >80.0 TO 90.0 9 9 n/o 9 6.5 yo >80.0 TO 90.0 9 7 6.5 >80.0 TO 90.0 9 9 8 >80.0 TO 90.0 9 9 6 9 55 •yo "� • • • • 9 8 n/o 9 5 n/a 85 5 4.5 8 6 4 9 9 S 9 " 7 • b� • 8 9 yo 7 J n/a 7.5 A 0 5 4.S 9 5.5 J.5 FRO 9 B JS 7.5 o a� "�"Dw�p, � t • • • • • >90. TO 100.0 9 6 ya 9 B yo >90.0 TO 100.0 9 6.5 6 >90ATO 9 8 5.5 >90: TO 100.0 9 8 5 9 4 n/a 9 9 ya 9 4.5 n/o B A5 4.5 9 55 ,3:5 9 7 4 9 W. 9 8 yo as ya yo 8 4 n/a B 45 as 9 4 o/c 6 ATE %/o • • • • FROM FROM FROM FROM 0..0.: Q 100.0 TO 120.0 6.5 4 ya 9 5 V. >100.0 TO 120.0 9 5.5 ya >100.0 TO 120.0 9 6.5 3 100.0 TO 120.0 9 5 M .0 �/� •n /o 7 9 yo Z5 J yo as 4 n/a 7.5 4.5 3.5 9 1 4.5 3 9 - 21 ya • FROM 9 7 yo 4 0/4 n/a FROM as J.5 yo FROM 6.5 4 J FROM 9 J n/a 4 A no • ti O 120.0 TO 140.0 8 J.5 n/a 7.5 4.5 yo >120.0 TO 140.0 8 5 n/a 120.0 TO 140.0 9 6 As >120.0 TO 140.0 9 4 3 B n/o n/o • • • • 9` • 7 8 V. 55 3 n/a 5.5 15 n/a as 4 J 9 .1.5 ?.5 55 •y! llJtr • �,y M S a• FROM 9 6 yo J n/a n/a FROM - 5 4.3 n/a FROM 8 3.5 3 FROM 7 n/o yv n/o n/o n • • •�• • >140.0 TO 16G. 6.5 As ya 6 4 ya >140.0 TO 150.0 7 6.5 ya >140.0 TO 180.0 as 5 A5 >140.0 TO 160.0 9 J ya 44 21, 4 /a • • • • • • • 6.5 7 yo 4 J n/a 5 A5 n/o 55 is J as 25 n/a 15 yo 41 nfs • FROM 7.6 5 n/o n/o n/a n/a FROM 4 4.5 ya FROM 5 J n/a FROM 5 n/a n/a y4 V. 0 • • 4 • • • >160.0 TO 180. B J yo 5 4 n/a >160.0 TO 180.0 6.5 n/v n/o >160.0 TO 180.0 7.5 43 4 >780.0 10 180.0 7 Ala Ma as Ma V. 9 6 8 n/o .'E5 3 V. 43 yo ya 6 J 25 6 n/o yo Z5 ya yo O FROM 9 n/a n/a 4 n/. "A FROM 55 n/a a/o FROM 45 J n/o FROM 4 ya n/a yo n/o n/a y� >180. TO 200.0 9 n/a n/a 7.5 ya yo >180.0 TO 200.0 6.5 n/a V. >180.0 TO 200.0 7 4 n/a >180.0 TO 200. 55 n/o yo ya n/a 4/0 U C2 9 yo ya 15 yo yo 4.5 ya ya 45 3 ya 5 yo ya yo yo ya L MAXIMUM ANCHOR SPACINGS FOR TAPCON. MAXI -SET TAPCONS 03 CRETE -FLEX SS4 ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR EDGE DISTANCE LESS THAN 3 1/2' REDUCE ANCHOR SPACING BY MULTIPLYING 144"' Z fPl SPACING GNEN ON SCHEDULE BY THE BELLOW FACTORS. TH£ MINIMUM EDGE DISTANCE FOR CALK -IN ANCHORS 13 2 1/2'. DATE 7/5/08 MAYI - SIT TAPIbAiS (8t CRE!y - CI FY SH IS S D.C. AND 2 1 /2• FOR CJ!Iy -RA kNCHORS ADICHOR LEGEND F. B. C a5AAIG E D. FACTOR raPC .oR (High Velocity Hurricane Zone) DWG No- 06- 004RS1 21/r .76 r so I SHEET 7 OF 9 I ALL WOOD MEMBERS SHALL COM�UED WITH THE EDITION. MINIMUM OF SST �. RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS w 1 N 3 Fb =2000 Psi AND SPECIFIC OPAVRY OF OM to STOCCO STOCCO STOCCO 0! 1/4 LAO SCREWS O 6' O.C. 1/4'0 LAG SCREWS O B' O.C. t /4b LAG SCREWS O S• O.C. W/ 1 1/2' Mp1. THREADED w/ 1 1 2• MW. THREADED w/ 7 1/2 10N. THREADED EMBEDMENT TO EXISTING WOOD EMt8EDb1i7JT TD E %15i1NC wow EMSFDMENr t0 EXISTING WOOD x , q HEADER HEADER. HEADER. g G Nm 5 6 OR 21 12 a a �_ �..an♦ ill ` I 1 I ,' III 1 @ 11 fill 111 I� � II �I g t1i III EXISTING MIN. I EXISTING MEN. I I I I • DUSTING MIN I I 11 2 WOOD 2 WOOD 1 2'x4 WOOD I I EXISTING HEADER REQUIRED I I EXISTING I HEADER REQUIRED I I ° EXISTING I HEADER REQUIRED I I I Rio I I 1 1 (SEE SCHEDULE I I '�, I MIN. SEPARATION TO GLASS I I MIN. SEPARATION To UPS) I I 1 I $$ OI SHEET S I I n (SEE SCHEDULE ON SHEET (SEE SCHEDULE ON I I • • • 66 I L Soo 0 10 WALL CONNECTION AT TOP 12 WALL _ CONNECTION AT TOP f 5 B.O WALL CONNECTION AT TOP • • • • • ^ • • C �3�3SS' 5 •••••• • MAt;7� • a 1 1 I ••• • • • : DUSTIN I I I CLASS - 4 I I i 1 Mw. SEPARATION TO Gross I I $10x3/4• • I • •• 1 MIN. SEPARATION 70 GLASS I I 1 I " , M61. SEPARATION 70 GLASS 1 6{ • (SEE SCHEDULE ON SHEET S) I 1 S.S. S.DS I • • • • • /SEE SCHEDULE ON SHEETS I I t l I SEE SCHDULE ON SHEET 8 I I I I g N� ' I ! I o t2 o.C. I I• o• • 1 I I 1 1 I I I b class �i 8 I m p •.• h� • 3 IM m m I i III I I IIII I 1 II MAN. II 1 S II n 11 •'..� M � t I g f' 8 WALL { I I m ••• a • 1 WALL 1) $ WALL 11 1 FUM ALTERNATE x r . FINISH FINISH • I _ IIII �^ 1 III 1 ANCHOR \ n o tiyt' LOCATION • • • • • • • 2 2 • �"' z U W/ NUT &WASHER '$, C L] 1/a LAC SCREWS O s' O.C. 1/4'0 LAG SCREWS O S O.C. o 9 O.C. OR g14x 3/4 Q W/ Mod. THREADED W/ 1 1/2` MAN. THREADED S.S. S.D.S. O G' D.C. EMS 1 1 Y TO EXISTING WOOD EMBEDMENT 70 EXISTING HOOD C 1 STUD. - STUD. - 1/4 LAC SCREWS O S' O.C. N 1 1 2 MOM. THREADED STUD. TO EXISTING WOOD L EXSTNG ift 2 STUDS EXISTING MIN. 2'94 STUDS EXISTING IAN. 2'x4' STUDS O IS' O.C. MAX. REQ'D. O 18 O.C. MAX REWD. O 18 O.C. MAX. 11.1. DATE 7/5/06 F.B.C. 11 WALL CONNECTION AT BOTTOM 14 WALL CONNECTION AT 80TTOM 16 8.0 WALL CONNECTION AT BOTTOM (High Velocity Hurricane zone) DWG No: 06- 004RS1 SHEET a of 9 ALL D MEMBERS SHALL COMPM WITH THE RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS NATIONAL DESIGN SPECIFICATIONS CURRENT EDITION, MI OF F11-2000 Pei SPECIFIC GRAVITY STR OF 0S5 y EDGE 1 - a - w (ff EDGE (9' APPLICABLE) (IF APPL E) I (IF APPUCA%4 z � is EXISTING WOOD EXISTING WOOD TRUSSES OR TRUSSES OR 1 1/2' RAFTER o 24' 1 1/2' RAFTER • 24' 1 a D.C. REGUIRED O.C. REQUIRED 1 � E) 3/ THK. — I 'LL F14.3/4" S.YIS. 1 �I74xJ /a' SA1.5. i • 8 O.C. MAX. 1'x4'zt /8 COM. ALUM. 'TUBE • 8' O.C. MAX. 1'x4 W. ALUM. TUBE r 3 S —re ALLOY) (z)1 a ^m {eosrrs a LOS w( (2 a o LAG SCREWS TO OR i 'v LAG SCREWS I R OR a T18)SS. LOCATE LAO SCREWS AT I TRUSS. LOCATE LAO SCREWS AT 1 7 MIDWIDTH OF EXISTING WOOD i I M1D'NFDTH OF EXISTING WOOD I I I I MEMBER. ((2' Mtn. NOMINAL I I It, MEMBER. S Y Min. NOMINAL DUSTING I I I WIDTH) W/ 2^ Mtn PENETRATION EXISTING 1 WIDTH) w z Min. PENETRATION q OF THREADED AREA. THIS GLASS �I I I 11 I Q OF THREADED AREA Tt9S GLASS I I' I III 1 INSTALLATION IS ONLY VALID FOR j INSTALLATION IS ONLY VALID FOR WOOD W/ MIN, SPECIFIC GRAVITY I MN. SEPARATION I I I I I 1 I .WOOD w/ MIN. SPECIFIC GRAVITY MlN. GLASS TIN I III I I11 OF O.W. TO GLASS 1 � x+ I 6 Of OSS. 70 GLASS 1U SCHEDULE SEE SCHSCHEDULE 8 t l 6 ( SEE ON SHEET 8 I I 1 I I ( ON SHEET 8 I 1 I �• wl 1 I I I �• I 1; �� 9 999• p M 1 I I I I � • • � ••• • I I 1 i � I � • • • •• • • ;� • 999:9• ••• • 10 HOLLOW CEILING MOUNTING INSTALLATION 12 HOLLOW CEILING MOUNTING INSTALLATION 96966 .mow "�r3 ••• : 9999 • gg • • • 6 �• �L,• I I I 1 1 3 I MN. SEPARATION I I 1 I I I I I••••• 9 • •\ • I 1 1 I I 1 TO CLASS I I I I 1 1 { I I • • P 1 I 1 � (SEE SCHEDULE I I r l I i i i •• •• •• g • 1 i ON SFIEEf 8 I i i � I I I I I •!••• • � p � S 1 V • 1 MN. SEPARATION I EXISTING 1 1 I • +ppp '�\ y �j+ ~ l TO CLASS Glass 1 iii I II • I I 1 • • .. • • •� O R.• • I (SEE SCHEDULE I 1 101 III III e 1 MIN. SEPARATION I ON SHEET 8 I 8 I 1 III 6 I I 1 I $ t TO GLASS • I I •• •••• • I ; 3 e° ; h I III I t r (SEE ULE sCHED I I ry i i • • ,� : MlIN 1 I ON SFLEET 8) III 0 I I I I • •� • • Iu n r •• WOOD DECK W/ II WOOD DECK W/ WOOD DECK W/ 1 Z I MM. SPECIFlC I 1 MIN. SPECIFlC fig' ax3 /a ss. MN. SPECIFIC 1 GRAVITY OF OSS. I a' SS S.D.S. CRAYf1Y OF 0.55. S.DS. 0 9' O.C. ORAVIIY OF 0.55. O � 9' O.C. EDGE OF 1 EDGE OF U DECK II • EDGE OF I i I II I APPU IF I AP I 1 APPLICABLE 1 LU DEC IF EDGE OF 0 d g 9 / AP IF H I s 3 � EDGE OF DECK 2' MN. E.D. IF APPLICABLE SLAB IF APPUCASLE a '�ON LAO SCREIYS • 8" O.C. W/ 1 I " ALTERNATE ", LAO SCREWS o B• O.C. W/ T 1/Y 1 /a LAG SCREWS o 8 O.C. W/ 1 1/2• DATE: 7/5 OB LOCATION MIN. MIN. THREADED ENISEOMENT 70 E%ISTIN WOOD DECK. LOCATION �D QED EMBEDMENT TO NG MK WOOD THT QED EMBEDMENT TO 00STiNG /� F . B. A... 11 SILL & ADJUSTABLE FLOOR 14 SILL. & ADJUSTABLE FLOOR (High Velod4 Hurricane zone) MOUNTING INSTALLATION MOUNTING INSTALLATION 09 THRESHOLD FLOOR MOUNTING INSTALLATION DwG No: 06- 004RSI SHEET 9 OF 9 % . . • % • RAMMS ENGINEERING ItiG. :•. Kd =1.00 • • • • • • 2100 W 76 ST. #311, HIALEAH, FL;�46A, 3 t: FE�t"dR�A BUILDING C CODE 2004 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7 -02 EXPOSURE C DESIGN WIND LOADS (LBS /SQFT).•• :: P01r. :146•• MPH ZONE ......... . Interior & Exterior Zones (4&5 - Walls) Positive ressares • • • • • • Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tri butary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 54.7 50.8 49.8 49.0 48.4 0 58.0 .3 53.8 52.7 51.9 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 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 60 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 20 30 40 50 60 (Maximum) -1.10 - - 1.02 -0.99 -0.98 -0.96 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 -62.9 .3 -58.7 -57.6 -56.8 -56.1 25 -65.7 - 62.9 - 61.3 -60.2 -59.3 -58.6 30 - 68.5 - 65.6 - 63.9 - 62.8 -61.9 -61.1 40 -72.6 - 69.6 - 67.9 - 66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 - 69.8 - 68.8 -68.0 60 -78.9 1 -75.7 -73.7 -72.4 -71.3 -70.5 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 _ (Maximum) -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 - 68.4 - 65.5 - 63.4 - 81.8 -60.5 20 -77.6 -72.4 - 69.3 - 672 -65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 30 -84.5 -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 -97.4 - 90.9 - 87.0 - 84.3 - 82.2 -80.5 Length of End Zone: 10% of least building width or .4h, whichever is smaller but not less 0. than 3 feet. ( h = mean roof height in feet). These Tables are not to be reproduced without written permission by Robert Monsour, P AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.