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WS-09-1335 °.: ns "� 'r, Lion Worksheet •u Shores Village 2nd Avenue Miami Shores, FL Phone° ; Fax: (305)756 -8972 Inspection Number: I NSP - 121789 Permit Number: WS -8 -09 -1335 Scheduled Inspection Date: August 25 2009 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type Shutter Final Owner: PALOMO, VICTORINA „w Work Classification: Shutters Job Address: 174 NW 109 Street Miami Shores, FL 33168- • - Phone Number Parcel Number 112136010023 Project: <NONE> Contractor: A&M HURRICAINE PRO K FION LL.0 Phone: (305)885 -0678 Building Department Comments INSTALLATION OF 14 ACCORDION SHI:`FT'_ire Inspector Comments Passed Failed F-1 Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 24, 2009 For call. 3305)762 -4949 Page 16 of 35 �g�Rg ti Miami Permit Type 1l�►urdo uAM] fters y, 10050 N t a s xtt Iz c t) tti t�t!rxrk �las�fictirs Shutters Miami Shores L x i d JC'_ ;,; q �' P rmtP .. tat s t#PPROVED Phone LEa vC f l .�l Dates W20I2009.. Expiration OZI 61 2010 Protect Address k l:.r. Applicant _... 174 109 Street Miami Shores, FL 33168, vlcTORINA PALOMo Owner information A � S' Phone Cell VICTORINA PALOMO T4S 31 £a -4317 Contractor(s) I Valuation: $ 5,000.00 A &M HURRICAINE PROTECTF, I__ °, Total Scl Feet: 400 I For Inspections please call: Type of Mork: ACCORDION SHiTTc ' No of Openings 14 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Shutter Final Shutter Attachment 1:;1t WO t AWI' rn ..L,, k; �i x Fees Due amt Pa id Amt Due - - -- _ .. CCF Education Surcharge Permit Fee; $ 0.00 k Scanning Fee a Submittal Fee' Submittal Reversal Fee „. Technology Fee e Total: , • =a In consideration of the issuance to me { ne irr in - .oi - npliance wits i all ordinances and regulations pertaining thereto and in strict conformity w& the s n t.. , tt�e proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all wc; n ,i mlt> t _ , t 'r v ; n i s irrr_ U stand that sepa ate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,'JVINDOV OWNERS AFFIDAVIT: I certify that e fi, ,., t .,,. -. � aJ MI! be done in come,liance with all applicable laws regulating construction and zoning. Futhemlore, a Aug 20, 2009 Authorized Signatiwe: Owne gate Bu De r°tlni, August 20, 2009 \l `gu Miami Shores village . AUG 11 2009 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: ==_ .. "� ----- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Buil 'n Roofing Owner's Name (Fee Simple Titleholder) 14 t f Phone # Owner's Address City A610� t /cs State Zip 33/6 Tenant/Lessee Name Phone # Job Address (where the work is being done) 17-�' 'Gco /O 4 S f City Miami Shores Village County Miami -Dade Zip 3 3 /& r FOLIO /PARCEL # // 2/3 6- Dio _ O2 3 Is Building Historically Designated YES NO a! Contractor's Company Name 4V 1U fk/�0i7 `� � Phone # lam] 8$ S' Dlo7� Contractor's Address 1�D E /9 y City �{z r Ie,- A State 10� Zip 3aD�o Qualifier Name ✓B +e q7 A-Aez Phone # State Certificate or Registration No. Certificate of Competency No. 0 7 - parooSb9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ 4 3a. 00 Square I Linear Footage Of Work: `7" '9D s Type of Work: ElAddition [aAiteration QNew ❑ R air/Replace ❑ Demolition Describe Work: / 7 —J y h<<•.1 e AuC i 1 PAT** �* ����: �:* ����* ���: ��* ���: ��* ��: �x: xx���x: xFees: x�: x�* ����������* �: �*: ��: x��x� *�:��xx:xx�:�:xs:�:x� *ax Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ P Training/Education Fee $ 0 • Technology Fee $ Scanning $— Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY _ BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature .,,..J A = �� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this A/ The foregoing instrument was acknowledged before me this hl day of s _, 20 _� , by lrrGu•�•a I lono day of .�i* ®vim , 20 �� , by G Pr7z�t who is personally known to me or who has produced IR- 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: NOTANIM LICi Si Sign: Print: ALAINJAVIER MANRESA rint: MY COMMISSION # DD870312 '" MY COMMISSION # DD670312 My Commission Expires: y Commission Ex I EXPIRES May 03, 2011 >, EXPIRES May 03, 2011 APPLICATION APPROVED BY: V Plans Examiner Engineer Zoning (Revised 07/10/07) _ 11 Jill UU�0�U0�8�U0�UN�0U@��N��08�NUN�0UU0N��08N CFN 20091IR0588357 OR Bk 26977 Ps 0994; (1n9) RECORDED 08/13/2009 13:02:2 NOTICE OF COMMENCEMENT HARVEY RUVINY CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE COUNTYP FLORIDA LAST PAGE STATE OF FLORIDA: STATE OF F I COUNTY OF Q THE UNDERSIGNED hereby gives notice that improvements will be ma AD20 property, and in accordance with Chapter 713, Florida Statutes, the follq4KW 1" Id a, sm. 1. Legal description of property and street/address: 174 NW 109 STREET MIAMI SHORES FIL 33168-4317 2. Description of improv INSTALLATION OF HURRICANE PROTECTION 3.Owner(s) name and address: Interest inpnoperty: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, ifany) Name and address: Amount ofbond 8. 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 and address: 8. In addition to himself, Owners designates the following person(s) to receive o copy ofthe Uonor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Q. Expiration date of this Notice ofCommencement: (the expiration date is 1 year from the date ofrecording unless different date inspecified) QQ, Signature of Owner – I Print Owner's Name Pnspomyd by — MARIA RODRIGUEZ K Sworn to and subscribed before mo this day of kq= 20�. ` Address: Notary P 1050 EAST 15 ST Print Notar 123.01-52 PAGE 4 5/07 EXPIRES May 03,2011 F Ad 6 1 ; 206 FOLIO NO. 11- 2136 - 010 -0230 MEAN ROOF HEIGHT: 15' [11] 54" X 52" DESIGN WIND LOAD: 146MPH +54.7 -713 [6] 54" X 39" 12154" X 52" [8137" X 40" [10154" X 52" [9137' X 40" S/D Ii0 LOCK [7174" X 64" [5] 37" X 40" [13] 37" X 40" (14154" X 52" [2] 112" x 52" [31 41 " X 88" ENTRY 110 LOCK [1 1j54" k §z [41112" X 64 a r $ Y 1 r,p p 0V7 D EY i D ZONING DEPT . > 3Z_DG DEPT $ SUBJECT TO COMPLIANCE WITH ALL FEDERAL • 34� s • ° ' S STATE AND COUNTY RULES AND REGULATION • • • RAMMS ENGINEERING, INC Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. FI # 11955 1 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 (Maximu 1.00 0.95 0.92 0 .89 0.88 0. 15 54.7 52.3 50.8 49.8 49.0 48.4 20 58.0 55.3 53.8 52.7 51. 51.2 25 60.5 57 .8 5 6.2 55.1 54.2 53.5 - - - -- - - - -- - - -- - - - - -- -- - -- - - -- -- - - - - -- -._. - -- 30 63.1 60.3 58.6 57. 56. 55.8 40 67.0 64 62 60 60. 59.2 50 70.2 67.0 65.2 63. 6 2.8 62. 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For t he 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Squa Feet Height 10 20 30 40 5 60 (Maximum) -1.10 -1.05 -1.02 - 0.99 -0.98 -0.96 15 -59.4 -56.9 -5 -54. -5 - 53.0 20 -62.9 - 60.3 -58.7 -5 7.6 - 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 - -69.6 -67 .9 -66. -65 -64. - -- - - - -- .. __.- - - - -- - 50 -76.1 -73.0 71.1 69 68.8 -68.0 60 -78.9 -75.7 1 -73.7 1 -72.4 1 -71.3 1 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone _ Eff Wind Area (or, Trib Area) in S quare Feet -- --- - - - - -- Height 1 20 30 40 50 60 _ _(_M aximum) -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 -68 .4 -65.5 -63.4 -6 1.8 -60. 20 - -- - 77.6 - - -- -72.4 -6 9.3 -- - - -67.2 -65.5 -6 25 -8 -75.6 -72.4 -70.1 -68.4 -66.9 .. 3A . 84 5 • 78 8 75.5 -73.1 -71.3 -69.8 : !�V.I -83.6 - 80.1 -77 -7 -7 • • 5A; Cr -8 - 84.0 -81.3 -79.3 -77.6 60 -97.4 -90.9 -87.0 -84.3 -82.2 -80.5 .. . ...... . . LfpgtNJ cff End;Zonr (a): (3�' /ao least horizontal dimension or .4 h, whichever is smaller, beat nod les& than 4% d'f Iv dimension or 3 ft. (h = mean roof height in feet). AN 9ZEDjJ( ©F LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF . . ...... . ... . MIAMI -DARE COUNTY, FLORIDA M AM METRO -DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov A & M Hurricane Protection, LLC 1050 East 19" Street Hialeah, Florida 33010 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: "AS -500 Advanced " Aluminum Accordion Shutter 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 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 dow ip its gntjret%. • • IMkECU f*;kcojy:ofthls entire NOA shall be provided to the user by the manufacturer or its distributors and sM'alLldac4abigfot i sped lion at the job site at the request of the Building Official. Tllij NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. Z$e s j;joitted documentation %%% reviewed by Helmy A. Makar, P.E., M.S. • • ' • A_ S / � NOA No. 07- 0621.04 . . . .. .. . . *� Expiration Date: 09/27/2012 j o 9 /2,7 /Z o v7 Approval Date: 09127/2007 • • Page 1 • •.• • . .. .. . . . .. .. ,.. ... 0 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 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. 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 -02A). 0000.. . . .. .. • •• • • • • ••• • •• ••• •• • • • •• • • • 6 0 0 0 6 0 elmy A. Makar, P.E., M.S. 6 0 0 6. 6 Product Control Examiner 000 • 0 • 0 NOA No. 07. 0621.04 • Expiration Date: 09/27/2012 .. • . 0000 Approval Date: 09/27 /2007 6 . • • DEFLECTION CURVE AT 100 PSF a SLAT PERFORMANCE CHART ACCORDION SHUTTER OR POSITIVE DEFLECTION LIMIT 111 DEFLECTION CURVE FOR POSITIVE LOADS ONLY ID - POSITIVE LOA° 1 P SPIN /30 OR 2" Z - NEGATIVE LOAD 0 I- $ O l7 _ SPAN /321 � - ID z 0 R H O pN N OF n D J � Q A Q a g I 0 m rc Y LL ID a - LL i Lo t T O 40 50 60 70 60 96 100 120 140 160 w H it SLAT SPAN - INCHES Z $' 0 O W b U i MINIMUM SEPARATION FROM GLA55 m o SEPMUTION REOD. WE TO WINO LOAD SEPARATKIM REDD. WE TO r a SHUTTER SPAN - H = IN. URGE MSSILE IMPACT m j FOR SLAT FACTOR K Pd 100 - IN SPANS UPIO SEI'MAY. W O m READING FROM VAN D. CURVE = 0 - m M IN. 2-1/2- IO M> DEFLECT ON AT P 94' d K•p = IN. 120 J LL MN. SEPARATION RE01* = K•Of l' : IN 170' J -5/B' FOR INSTRL - _ ARONS UPTO JO' OF GRADE USE MMOMUM OF WIND LGAD OR IMPACT LOAD T a i REOWREMDVIS SHOWN ABOVE << '� FOR INSTMUDON1 IBWE Jp' OF GWDE IGNORE WLGE MISSILE IMPACT REOUIREYENT. ° o O W R HPIL Lp PHIL DF 9MnFA 9WL R! IMALR ]N A9O.F 9PADF m WNUT L1R4E MSWIE APIGf AAWJM.Ort. m 1 � N � � I N t a o s I 40 50 60 70 80 90 100 120 140 160 SLAT SPAN - INCHES USE I— PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD HWt THE PARTICULAR L OCATION. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS _ LE NERAL NOTES OF ASCE 7 -02. 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Yx: cs::'- P`f' =3 wiLNL4 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2W4 EDITION INCLUDING APPrvrc= HIGH VEf.00ITY HURRICANE ZONE (NHZ), Plw+da 8x.i^ 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ME IN ACCORDANCE WITH THE "ALUMINUM DTi vl DY,2�iI:.:Lq Cyyy °' CON5IRUCRON MANUAL LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EYTRUSIDNS SHALL BE ALLOY AS SHOWN �. C 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SMALL E OWN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TIP -845. OR E GALVANIZED, 5. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE F DR INWYCLM FARD00 DRESSI MAT ERML SHALL BE BEYOND WALL NO OR STUCCO. PRODUCT MARKING STRUCTURES 6. OR 7075 -TS, OR PLATED WING NUTS L TO U E OF ZINC ABOVE E LOCK WITH THE FOLLOMNC STATEMENT. ER OF UNIT "'CAN. / lSlB 6557 $ \ r B 7. DESIGN CRRFRM FOR SLATS — DEFLECTION S THE LESSER OF L/JO OR 2 A & M HURRICANE PROTECTION LLC, HIALEA}I, R R. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN _. THESE DETAILS ME NOT PART OF THIS APP MIAMI -DARE COUNTY PRODUCT CONTRM APPROVED ROVAL. dTOWing ` 9. A LOAD D WroTK9 CEASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 07 -13 II I sheet I of 7 i' •• ••• • • • • • •• .Go 0 0 0 • •• • • • • ••• •• •• ••• •• • • • •• ••• •I• • • goo 0 • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • 5.07! - l.3]0 - -q - -- - 2.455' -°) 0.649 2OJ5 0.326 9.3H ; 3.Ql 106 0.515 0326 62 513 .]22 .0� .8]I .055 0.515 J 0.224 f.22I 0.6l9J 0.649 - 2.821 - .2 ----=V 1.440 -d 0.224 8063 -15 sl F ,ryN .CAT AIAL LOCKINC�AT 8083 -T6 END S 4 Assao_aal 8063 -T5 END S 90' E LAT ND SLAT A5500 -003 A5500_002 0.5500 -004 A5500 -008 2.481 1.903 .075 1 2.002 .502 I �1.109J J 066 .727 f Oa3� I- 1.191 -q O6B .727 3.700 2 BuILr � wa I N� 6061 -TS A5500 -007 �" - -J231 1.229 �J 3.013 T I .090- t.so5 A85W 011 2.146 1, 311 .082 25p 1.593 L I 1.093 ` �°-2.= �.71S I°1.105 .125 _T- fLOOR [IL 8063 TS 0.5500 -010 7.000 FtF-2.045 2 1.100 T % 3 1f 1/8 2 % 4 % 1/8 MI ICTAR F CII I An eo'rrn BUILT -OUT _T -OUT N FST -•UT N FS 8063 -TS A5500 -009 8063 -TS 2 W 6 Co g O a� n 8 na o � t W N m 2 <114s U oI Z I o O a z wWo ¢ I 0 3 8 _ � drawing 07 -13 • • • •• • • • • • ••• • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • • • ••• • C HART TO • • • • • ••• rv,IUE MUUNIJ D 4 V C� A z g OI G F F \wL • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • I � � m �� • • (L B USHING C \ � O F n u \\ E ASSOC -�8 m g QQm w q g i t Q A Q 0 �1 l �� mF ^ Jmm <J MW FOR MIN. SEP SHE T ION SEE SHEET I V - TW. A ZO B� CLASS � D J I O J AL U� K a m TYPICAL LTFVA710N o VI-M� w wN 4 S aloQ, I 1 SMS /5 X 5/18' LG RNETS MM EHOS .0 9'O.C. MM. AT 2 FROM ENOS .0 9' O.C. OOOOO o��ss rae �s so ANCHORS: EMBEDMENT A EDGE DISTANCES SHOWN ARE BE D THE WALL h ROOK COHERING Fd TWICAL EDGE DISTANCE (STUCCO. TILES. ETC.) FOR GENERAL NOTES AND EXTRUSION DETALS SEE SHEET 1 OF 6. Cpl A 6 8 H LOCK 12A (1Z ANCHOR DMMEiERS) FOR WOOD INSTALUTIONS SEE SHEET 5 OF 6. WggD HEADER AND SILL DETAILS CAN BE FOR ANCHOR C HARTS S SHEET 6 OF 6. FOR LESSER EDGE D ISTANCES SEE SHEEP 6 OF fi. USED IN ANY Co MBINATIONS. 5/8' Wng n . 07 -13 • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • BUILT -OUT COMMON AnCIX)R cNARr rD usE TYPE 1 �u ,t/ r, o BL D E - 0 Q F o z // � o E0. E0. 20 X "" ROLTS Ri 2 UTS ENDS < € �' Q O AHD 9' O.C. 4 �t I O Q F W BU5 OPTO HIND j O g /5500 -006 l 0. Q a E —� i2X3X 1 —� QNm� N 1/8' I - 1 /e' I �N3LL m LLzN -� 2z1 t / 4 .2 i AIUM ANGLE � W n F .1 A - _ z nZ O 0 n a � wL El w 05 X 5/16 LC RW _ 4 AT Z' FROM ENDS AH a D 9' O.C. MAX. I s5 w R y —HOR CIWRT T USE J - _ - g i /ta X 1' SMS AT 2' MOM ENDS AND B' O.C. MAX. �d _ I mox 6usNlNC oanoHAL aseao -ata ' �moN o $ I 1 >� eusNlHc oPnoNu to ANC1gR T u f111 rAL C 1 L0 t' AA WOO t /a -IO % 1/3' Em, W/ NUI$ OR SMS/TEKS t nPlyte(NM4 HC ANCHOR LH T TD MET Etl AT 2' F1i0M ENDS AT O.C. En9r. pX. P.M. fAR000 STRUCRIRES �cAN. 00 AmdccCwMd M t o Y n $ _ T -_ _ ANOHOR CHART TO USE 1 2 1 35ae� Mbm7 Bmk C4tlC. g 1 _ _ X! X &UM E draw' g no. E - •• ••• • • • • • •• •• ••• •• • • • •• •• • Y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHORS T E A. D. E oAN( 2 X 2X,/B• AT IA. AT 12 2X4X 1 /B' Y 10 % 3/4• TIXS 2 % 8 X , /8• e 12• D.c ALUM MW (wa3 - Ta) X ,/8 • XI/B' %1 /8- • ••• X 1 /8' %i /g'CL[ AS T BUILT -OUT CONORION! - --� / 10 % 1/2 1 OR 3/18' POP RI END CONDMON O 18 O.C. AT RAT SOLID 5/18' CM. ALUM. LOCKIND ROD NDi AT TOP k (CAN BE INSTALLED IN9 ANCHKXZS 1 �v �0 z O� $ LLW 0 a� Oo w 0 1W; B p a'ao odm�� LL 2m - J•�+d <Wa €� 9 z O � IOC a o 6 S m g i �Da v T+PY ir;—plygt .10 At �W:.da i3 A Cutl Dtic O � 0 L c OR HUWIdIN iARODD q � o smLCruRES q Tu PE /uiaa52 8 - � � CAN. 3B $ c dm g — 07 •• 2 X 2X,/B• •• 2X 3X 1 /B • • •• 2X4X 1 /B' Y 10 % 3/4• TIXS 2 % 8 X , /8• e 12• D.c ALUM MW (wa3 - Ta) /IO x 3/4• TEKS • 3 /ANGLE • ••• 1 -1/2 z 3 • , /8 - ALUM ANGLE TOP R BOTTOM XX X x X X , /4 • • TAPCONS FlXED CORNER DETA!l z/ ANGLE ANCHKXZS 1 �v �0 z O� $ LLW 0 a� Oo w 0 1W; B p a'ao odm�� LL 2m - J•�+d <Wa €� 9 z O � IOC a o 6 S m g i �Da v T+PY ir;—plygt .10 At �W:.da i3 A Cutl Dtic O � 0 L c OR HUWIdIN iARODD q � o smLCruRES q Tu PE /uiaa52 8 - � � CAN. 3B $ c dm g — 07 •• ••• •• • • • •• ••• • • • ••• • 2X5 X 1/8' ALUM ANGLE COW.. (3) 1/4' DNA. TAPCONS O EACH RAFTER 2" MIN. PENETRATION /14 X 1' HEX HEAD SELF DRILLING SCREWS O 6'O.C. EXISTING woo O TRUSSES O 24' O.C. MIN. 2x4 MEMBERS MIN. S.G. - 0.51 HOER CONNECTION TO FOR SHUTTER HEI FOR SHUTTER HEIGHT OF 96' MAX. DESIGN LOAD 80 PSF FOR SHUTTER HEICM OF 108' MAX. DESIGN LOA 71 PSF WOOD HEADER REOUWED FASTENERS _ AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 4 %1 2 % 5 X 1%8' ALUM ANGLE FASTENERS SEE SCHEDULES r SHEET 4 L1' X 4' X 1/8' CONT. ALUM TUBE W/ (3) 1/4' 0 X 5 TAPOONS W/ (3) 1 /4' 0 X 4' TAPOONS O EACH STUD W/ 2 MIN PENEIRUT O EACH STUD W/ 2' MIN PENETRATION IMO EXISTING STUD INTO EXISTING STUD FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD = 1GO PSF FOR SHUTTER HEIGHT OF 84' MA%. DESIGN LOAD - 98 PSF FOR SHUTTER HEIGHT OF 96' MAX. DESIGN LOAD — 87 PSF FOR SHUTTER HEIGHT OF 96' MALI. DESIGN LOA — 86 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD - 77 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD - 76 PSF FOR SHUTTER HEIGHT OF 12D' MAX. DESIGN LOAD — 70 PSF FOR SHUTTER HEIGHT OF 120' MAX. DESIGN LOAD � 69 PSF INSTALLATION DETAI L ON EX[SnN G WOOD SU — -- ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUD( O 1X4 MAN TUBE TO WOGG STUGS TO PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. I 2 X 5 X 1%8' N.W. ANGLES FOR INSTALLATION DETNLS OF HFADER/SILL TO CONTINUOUS %000 MEMBERS SEE SHEETS 3 THRU 4. L 1 /4' THRU BOLT W/ WASHER A NUT A,/T-; O.C. FOR LOADS UPTO 52 PSF AT 4 -3/4' O.C. FOR LIDS UPTO 60 PSF AT 3 -7 /B' O.C. FOR LOADS UPTO 75 PSF AT 3' O.C. FOR LOADS UPTO 97 PSF TYPE U D PSF UPTD 60 UPT0 75 PSF W 97 PSF COUNTER TOP (PA9S THRU VANDON) MA% SHUTTER HEGHT � 6 •• ••• • • • • • •• • • • • • • • • 6 0 0 0 • • • • • • • t ...ewtaWlsr Dnh 0 ,200 Ergr DN. HUWWXE F NOI.V STRUCTU CAN. 3 I 5.TBB R G� (1 2 - 2007 V z W C OG h 4 A OEM — O LL ivi_o" J Q�aw o 0 U L3 R C L � o7 p W 0 Fowmg no. 07 -13 eet 6 of 7 IQ t O. # y0 V 8 n Da�Tm¢ It W 3 2 R N j FASTENER SPACING IN MASONRY /CONCRETE CBART9 ARR BA360 ON T'YPTCAL ®GB OI9TANCR = t2d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULOPLYING .57 0.50 WRN THE FACTOR BELOW EDGE GIST. 12d =3' Od =2 -I /2 8d�2' =1 _FACTOR 1.W 0.86 0.71 0 EXAMPLE: FOR 3' EDGE qST. SPACING = 9' O.C. (FROM CHARM FOR Y EDGE DIST. SPACING = 9 I ]1 = 6 O.C. TYPICAL EDGE OISIMICE IN Wppp a 3� {• TYPICAL ENO DISTANCE IN WOOD 1 NO REDUCTION FACTOR IS REQUIRED EDGE GIST. END D ST. TYPICAL ANCHORS ANCHOR@= 144' qA TAPCON9 (BY ELGO) 1 -3/4' EMBEDMENT INTO 3000 PSI GONG. 1 -1/4' EMBEDMENT INTO C -90 BLOCK ANCHOR (k = 114' DLL KWIKCON K (BY HILTI) 1 -3/4' EMBEDMENT INTO 3000 PSI GONG. 1 -1/4' DABEDMENT INTO C -90 BLOCK ANCHOR@ = i/4' RAWL CAIY -IN TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR@ = 1/4' DLL TAPCONe 1 -1/2' MIN PENETRATION INTO WOOD(S.G. =0.55) ANCHOR@ = 1/4' DU KW: n W OWING INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /8' MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL k FLOOR COVERINGS (STUCCO. TILES, ETC.) uSE CVWi1S 1 THRU B TO VERI% ANCHOR REOUIREMENiS AND STRESS .W TIONS OF LOAD /'AN COMBINATIONS FOR HE10ER AND SILL. •• ••• • • • • • •• • • • •• ••• ••• •• 00 0 ••• ••• • • • • • L • • • • • • • % • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • s•••i • • •• •� 000 • •i• • 1 Z O o F ° w o 0 a � 3' o m =f 4 0 1 a Lk: wing n0. 07 -13