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WS-08-733ALUMINUM STORM PANELS 16 OPENINGS 15 PANNEL 1 ACCORDION kN, -- �`(S L .--t, 4► �� S VA oZ�s _ (a—Gt Passed d Inspector Comments cc - ,,,, 1 0, 49 r 64 .6$ 4 --(' l TO c2'-el 2 . ki,,t c tAl, 10411' �,� 45 iLF5 C � ` ma Failed / II Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/19/2008 Inspector: Grande, Claudio Owner: SANFILIPPO, MARY Job Address: 9880 9 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: CARL LIPUMA INC Building Department Comments Thursday, May 15, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060142400 e Block: Lot: Phone: (954)753 -9189 7T Page 1 of 2 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 9880 NE 9 Avenue 1132060142400 Miami Shores Village, FL Block: Lot: MARY SANFILIPPO Expiration: 10/25/2008 OWIner Information! Address Phone Cell 9880 NE 9 AVE MIAMI SHORES FL 33138 -2510 Contractor(s) CARL LIPUMA INC Phone (954)753 -9189 Cell Phone Type of Work: SHUTTERS No of Openings: 16 Additional Info: PANELS Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $260.00 $9.00 $6.50 $278.70 Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, May 13, 2008 Total $ 0.00 $ 0.0 Payment Type : 144 Jilb2_, Amt Paid I Amt Due $ 0.00 3 PAID Applicant Valuation: Total Sq Feet: MARY SANFILIPPO $ 4,000.00 Available Inspections: 0 Inspection Type : Shutter Attachment Shutter Final 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 . May 13, 2008 Date 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Submittal Fee $ Owner's Name (Fee Simple Titleholder) _ Owner's Address ac City State IC L, Tenant/Lessee Name *1 Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 APR MAO a u n Mechanical Roofing Permit No. W5 00 7 3 1 Master Permit No. Phone # SOS— ' `L S\ t Zip Phone # Job Address (where the work is being done) CIF 0 KC- Cam■ (\( `G.A -L ie City Miami Shores Village County Miami -Dade Zip 1 FOLIO / PARCEL # Is Building Historically Designated YES NO L- ' Contractor's Company Name C 1_ \ t c_ Phone # ' kk- 1,19 •- to o Contractor's Address Q(Ml L. y y } 0\ eE City C g9RIWA State _ Zip '. 1 Qualifier Name CEPt(LL \-40U0A.44 Phone # kk - D2A- %%( 66 State Certificate or Registration No. C., 6- Cosa 4431. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Sq uatre: /linear Faoage Of VYatk �� N ] Repa r&epl ce Type of Work: ['Addition ['Alteration AA S `iYM1.1� t.a di n -6 1 ' ,Describe Work: ' 0 Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * ** * * * *** * * * ** Permit Fee $ Z ✓ , CCF $ 2-40 CO /CC Notary $ Training/Education Fee $ 0 • Technology Fee $ (.0 SO p Scanning $ - t' 00 DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ tir 10 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip PerCZ4 -,T e • My Commission Expires: l ei APPLICATION APPROVED BY: (Revised 02/08/06) 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. er or Agent " Contractor The foregoing instrument was acknowledged before me this ( 1 The foregoing instrument was acknowledged before me this C1 day ` i , 20 (4 7 by r 'V O.( _s %I l 1.pc day of `-. , 20 e4 , by CAP-k_ \— +Y•rvx , who is personally known to me or who has produced who is perso ally known to me or who has produced is A L as identification and who did take an oath. As identification and who did take an oath. ounbiameemalwarmeinwomdbwituillmillmor , ,,,., ,, P,,, JANET PEREZ I Notary Public - State of Florlda 2010 Commisslon # DD 565710 Bonded By National Notary Assn. Signature out, dawm__ NOTARY PUBLIC: My Commission Ex 1 r e,, JANET PEREZ mkalon Expires Jun 20, 7010 q p 0:- Commission # DD 565770 ,,,,,, Bonded By National Notary Assn. Engineer Zoning ' JO u- This Instrument Pre ed B : Name tJ Address A'-g �t,.49 Permit No. STATE OF COUNTY OftirQQ s> s �llwa_ JANET PEREZ p4,r n);e.,� . _ y Notary Public - Staled Florida lily Commission Expires Jun 20, 2010 1 = Commission # DD 565770 , ° Bonded By National Notary Assn. NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement 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. 1. Description of property: (legal description of property, and street address if available) 2. General description of improvement Contractor: a. Name and address: : 1 b. Phone num ber. ij 5 C Surety a. Name and address: c p Amount of bond $ b. Phone number. 3. Owner information a. Name and address: b. Interest in property: ctic Q AL, iNkistAKA S`'�t .� c. Name and address of fee simple titleholder (11 other than owner,: 6. Lender a. Name and address: b. Phone number. %\raw-12-*•■ k1/41/4.51/404?-41:434-uu_ 1? VL" ° 4,kt`& S.Na,,4 y am. 3`3oCo 3941 1 4 , 7A 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. k/A 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 specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE 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. Sigh atur& of Own or Owner's Authorized fflcer i ctor Partner /Manager w (� Pipet 20 7 CO Theforegping instument was acknowledged before me this day of (year) by + ("VW t 1 (name of person) as (type of authority, ...e.g. officer, trustee, attomey in fact) for (name of party on behalf of whom instrument was executed). Signatory's Title/Office ture of Notary Pub1E Sta'Sf` Florida Type, or Stamp Commissioned Name of Notary Public mission Number Personally Known or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above BUILDING WIDTH: STORM SHUTTERS AMERICA, JN,C. I; HURRICANE SHUI°rERS/iMPFC GLASS :: •.. . l . . . . . LICENSED & INSURED CG 004741, : :: ., • CUSTOMER # CUSTOMER NAME: .1i:N,AC .k. A k- ADDRESS: C % " f 'o P130Dl1GT•i L MEAN ROOF HEIGHT: k S PEAK ROOF HEIGHT: l r , LENGTH: • •• • • • •• • •• • • • 1 •• • ► . • • i•• %X • a HO Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11.) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF i s •,,, Y-,d^` .. . . .. i ,01 arligellIMI 11 Ili gr. - �. � �� 111k1 NMI _ AT RM. 11111111101 . �t ti. -� ` 0 -�'I MIMI "' =IN +'III® -, I�1i� l�..., �'•=1 C 1!►'IIIIII - • IMIM • -l7 (b z..! • � �� MINIM III • • •••• - 2_ NI WMIII •• •• • •r •• • alla `` l IU - Iii _ •• • • • • • • • • • • • imilioni III • • a``4 • •• • •• • • •• •• • • • • it tAcosolia • 0.594.444, i : •�• sou' _ - S3 Z1 c 314C 15 3 X9 40 • • ••• • • • •• •• • • • • • •• •• .• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • .. •• • • • • • • • • • • • • • • . • • •••• .., • 6 : ; -CAA t Nato CAA i • • • 4 4 s 4 q 4 4 .-0 • •••• • •••••• • G •• • • • • • • • • • • • • • • • • • STRUCTURAL DESIGN • • • • • • c • TABLE 1609.6.2.1(3) • • • • • • • "• • • NET DESIGN WIND PRESSURE (COMPONENT AND CLADDING , fo sureed at rb = 3 . 0 fe in fo. L =1. For SI: 1 foo = 304.8 mm, 1 degree = 0.0174 rid, 1 mile per hour =0.44 m/s, 1 pound per square foot = 47.9 N /n>?. Note: For effective areas between those gi4en above, the load is permitted to be interpolated, otherwise use the load aso ciated with the laver effective area. ..+ , -'..°- a 1 hl►IA 16.23R ZONE EFFECTIVE WIND AREA 85 9' BASIC 0I WIND SPEED ' •e D (mph '3- secgnd gust)• • 140'^ • • lio 150 170 semzep L o; 0 loot! 1 I 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 .- 5.9: 1�.4• -10.2 c� � e� -52.0 1 , I ' . � -50.7 1 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 • -�4.4 15.6 •28.b' gam -48.9 1 '' a 11.4 e e -47.6 2 e e e 14.3 r -87.2 2 e e 13.4 -52.9 -78.0 2 e e 12.3 -65.7 2 too 4.2 -14.1 4.7 15.8 5.8 ` -19.5 7.0 23.6 8.3 28.1 4.8 33.0 11.4 - 8.2 I -56.4 3 10 5.3 -32.8 5.9 36.8 7.3 45.4 8.9 55.0 10 5 65.4 12.4 -76.8 14.3 -:9.0 a -131.3 3 ■ e 5.6 30.5 b.9 `! -37.6 8.3 45.5 9.9 -54.2 11.6 -63.6 13.4 13.8 : -108.7 3 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 14.1 -61.5 18.1 -78.9 3 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 13.0 -43.9 16.7 -56.4 'Roof > 7 to 27 degrees 1 8.4 -13.3 10.4 -165 12.5 ' -19.9 14.9 -23.7 17.5 -27.8 20.3 23.3 -37.0 30.0 -47.6 1 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 1.4 21.3 -36.0 27.3 -46.3 1 e 10.0 i 16.1 1 ,� -44.5 1 e 1 14.3 ri -43.2 2 e e 20.3 30.0 -82.8 2 1 1 18.5 -76.2 2 6.0 10.0 16.1 -67.4 2 e e 1 e 14.3 -60.8 3 e 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 23.3 -95,4. 30.0 -122.5 3 .e a 18.5 c ° -114.5 3 ' 1 1 1 11 61 16.1 En a -104.0 3 o° e 1 e 14.3 -96.0 Roof >27 to 45 degrees I I 1 , e e e 32.3 e e •- 52.0:. 1 20 11.6 -12.3 13.0 -13.3 16.0 -17.1 19.4 -20.7 23.0 - 24.6 27.0 -28.9 31.4 - 3.5 1e -49:3 t so 11.1 -11.5 12.5 -12.8 15.4 -15.9 18.6 -19.2 • 22.2 -22.8 26.0 -26.8 30.2 - 1.1 Eh 34.6 -45.8` 1 10.8 12.1 -12.1 149 -14.9 18.1. =18.1 .215 215 25 2 25 2 29.3 Bin 33.6 -43.2 a 13.3 -17.0 165 21.0 19.9 -25.5 23.7 -303 ' 27.8 35.6 32.3 - 1 5 47.6 -60.8 2 13.0 -16.3 16.0 20.1 19.4 - 24.3 23.0 -29 0 27.0 34.0 31.4 -39.4 36M 46.3 -58.1 2 e e 34.6 -425 -54.6 2 100 10.8 -13.0 12.1 -14.6 14.9• -18.0 18.1 -21.8 21.5 - 25.9 25.2 - 30.4 29.3 -.5.3 -40.5. 43 -52.0 3 10 11.9 - - 15.2. 13.3 . -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8. -35.6; 32,3 1.2 47 • 0.8 3 13.0 16.3'" 160 -20.1 19.4.24.3 23.0. -29.0' 27.0 34 31.4 94 a 463' 5$1' 3 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 ; :.7.1 X4 •: 544,. 10.8 e 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 - 25.9 25.2 -30.4 29.3 5.5 t 432. 52.0 � a 14.6 -15.8 ' 18.0 -19.5 21.8 -23.6 25.9. -28.1 30.4 -33.0 35.3 - 8.2' a 52 56 13.9. -15.1 17.2 -18.7 ` 20.8 -22.6 24.7 -26.9 29.0 31.6,: 33.7 : �yj 49.6 541 13.0 -14.3 16.1 -17.6 19,5 21.3. 23.2 -25.4 27.2 -29.8 31.6 a _ 46.6. 5.10 � r " e e 30.0 En 34.4 -48.6 ��eM e 26.3 � NM 38.8 : -43.2 e a 30.4 e 35.3 52.0 , -69.6 ��,,5 FM e e e 33.7 ���� �icr 1 34 W 64.9: A e e 31.6 - 39.8OMy46.6. 58.7 �1 c 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9. 25.9 -31.6 30:0 34.4 • -42.1 44.2 -54.1 5 -10.8 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 - 21.5 22.7 -25.2 26.3 1 30.2 -33.6 38.8 -43.2 .-0 • •••• • •••••• • G •• • • • • • • • • • • • • • • • • • STRUCTURAL DESIGN • • • • • • c • TABLE 1609.6.2.1(3) • • • • • • • "• • • NET DESIGN WIND PRESSURE (COMPONENT AND CLADDING , fo sureed at rb = 3 . 0 fe in fo. L =1. For SI: 1 foo = 304.8 mm, 1 degree = 0.0174 rid, 1 mile per hour =0.44 m/s, 1 pound per square foot = 47.9 N /n>?. Note: For effective areas between those gi4en above, the load is permitted to be interpolated, otherwise use the load aso ciated with the laver effective area. ..+ , -'..°- a 1 hl►IA 16.23R to 1.05" (TYP.) 1.01:' LABEL - LOCATION 2.02" .091" SEE NOTE No. 10 0 N I1. 7' 12.00" COVERAGE 14..375" Q STORM PANEL SCALE : 3" = 1' -0" 1/4-20 MACHINE 125" TYP. SCREW @112" 0.C.(STUD .375" R BE REVERSED) I 1.00" MIN. .632" 5.00" MAX. 4 In • ▪ • • • • • •• • • • • •• • •• • • • • • • • • ••• • • • • • • 2.02" 2.02" 'I 5 "•MIN. • I • .090" SYM. • • • • ••••o • • ••• 0 •• .07i0 00 ff • 1.525" N SEE NNTE \I �TT No. 10 •` • • • • • • • • •• i ir04,09"COVERAGE I •,1 • • • • • • • i • • >3.332" • • • .886" .524 315" R I�Y • • •f17 2' • GENERAL NOTES; 1. THESE APPROVAL DOC N NNTS REPRESENT A SHUTTER SYSTEM T ANAL ZED WITH THE HU RICANE 2 NE(HVHZ) F THE FLORIDABUI DING CODE 2 THE ACCEPTANCE CHIGAVEL COA 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE. FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. • 8. BUILDING OFFICIAL MAY ELECT OF FROM FOLLOWINGPOPTIONS OCUMENTS, THE A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL B) REQUIRE THAT A ONE APPROVAL. SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: _ TOWN & COUNTRY INDUSTRIES, INC. FT. LAUDERDALE FL MIAMI -DADE COUNTY PRODUCT APPROVED 10• FO O LLOWING MINIMUM SHALL BE 3004-H34 OR PROPERTIES: NOMINAL WITH 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13.TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR " "h" AND "U" HEADER MOUNTING CONDITIONS. • • • • • • • • • 0 HALF STORM PANEL SCALE : 3" = 1' -0" .090" .150" , .215" ` 215 060" .09.0" .886" 700' -J w z 4 a E 0 1- tn w w to m E J YM w -J CO Q w J D 0 w v (n Z Q a .09C .090" 4b STUD ANGLE Q ANGLE ® C.TRACK G (FINISH) C -TRACK SCALE : 3" = 1' -0" :J SCALE : 3" = V-0" SCALE : HALF SIZE SCALE: HALF SIZE J,12 "1, (TYP.) .150" .215 "0 "0 w 0 O to .062" .094" T. P. r L . .094" O Q• m 4.062 ' I .062': c 2.030" O 'h' HEADER SCALE : 3" = 1' - 0" 3.385". MAX. .092" .177" 2.250" rTYP. N 1 I 313" 377" BUILD -OUT F-TRACK SCALE : HALF SIZE Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" WIDTH UNLIMITED 1 , (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS JO' TOP MOUNT J ' -- - N PLAN. VIEW N ,0 TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" .094" I vl N 0 - m 062" I . .125- (NI I O� 1.375" 375" ,250" 12 000" 2 020" O 'U' HEADER 3a BUILD- OUT 'U' HEADER - STUD ANGLE SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 55" ,o .376• .190' •F"TRACK SCALE : HALF SIZE CI. 'I> 0 I-- w� z XJa J u a SIDE O J VI MOUNT Z PLAN =wz VIEW w �a = w a 'CEY HOLE SLOT' 2.250" 1.00' � .650" . - - - --- 1EYHOLE SLOT BOTTOM MOUNT .094" T .452" 655" 465" 0.090" (TYP.) 0.090" (TYP.) 2.00" /OPTIONAL LEG DIRECTION (ZAMAC3ALLOY) Sa •F• ANGLE - TRACK n WING NUT SCALE : HALF SIZE .315 "0 0 �0 • T 1/4" MAX_ 315 "0 { 1/4" MAX. .060 "3.00" MAX. 2.250" • s . .120" • 0. mata .101" .094" .376" .190' .094' EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. %N '? 0 trk N SCALE: 1 -1/2" = O SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE - BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2 "x5 "x0.125 " MAX . EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. 1/4 -20 MACHINE / SCREW (12" 0.C.(STUD DIRECTION MAY BE REVERSED) 9- o .125" TYP. ri 1" 1 2.00"i .655" 2.00" MIN. 5.00", MAX. %0 ws.:_tct._, ,t; A I EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) .440" L_ ` 1 I , SCALE : HALF SIZE FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & dal 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F.. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) TRAP MOUNT CLOSURE DETAIL 1/4" :MAX. 1/4" MAX. " MAX ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. BUILD -OUT MOUNT CLOSURE DETAIL 1/4 -20 MACHINE CREW 12" 0.C.(STUD DIRECTION MAY-' BE REVERSED)o: • 0 .091" TYP. STUD ANGLE SCALE : 3" = 1' -0" T� 1 30" .563 "0 (20 GA. GALV. STEEL GR 40 OR 0.050" 6063 -T6 ALUM) KEYHOLE WASHER SCALE : HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER @ . 12" Q.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE a3 ANCHOR) PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No DG- o7 3. - Expiration Date Ea" • 0 By, '.L.rlrt/ s , Mia ; 'Dade Division uct Con MA s®k AS NOTED, a 0 u B E 0 3 0 O 0 N t a . 0 V J. Knezevich Professional 11 Ucense N z 10983 2005 -r (dam 06/29/2005) (drawn by MCA [checked vx draw ro in 05 -353 sheet 1 of 6 - E M M M a 0 0 0 0 0, rn 0 0 c c a U rn v 0 M Lo M to co 1 0 rn c 3 a 0 0 ri 0 0 0 c 0. • • • DETAIL 0 ("PASS THRLP SEC.) ANCHOR SCHEDULE 1/4 "0 ITW W/ 1 -3/4" (CONC.) OR MIN. (BLOCK) EMBEDMENT CONC. (3.35 KSI) TAPCON MIN. 1 -1/4" HOLLOW CMU BLOCK 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC (335 KSI) 1 /4 "fx MIN. 2 -1/2" LONG WOOD LAG SCREW W/ MINIMUM 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" 4" 7" 12" oc [dale 06/29/2005 scide AS NOTED t NW drawn MCR (checked by JK 05 -353 ( sheet 2 of 6 0 0 0 0. 0 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT SECTION SCALE: 3" = 1' - 0" w w 1n X r0 E J tO 1/4" MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O CEILING/FLOOR MOUNT SECTION SCALE: 3 " =1' -0" • • . ... • • • • • • • • • • • • • •• • • • • • • • • • • • EXISTING CONCRETE, HOLLOW BLOCK OR CONNECTION T>zE • WOOD FRAMING --REFERENCE ANC OIL • • ( ,TOP AN ' OTTON) SCHEDULE FOF; h=AX ?• • •' ' • SPACING • . • • .•• ••• • C2 CONNECTION TYPE C1 CONNECTION TYPE REFERENCE ANCHOR. SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —1/4" MAX. . • • EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL LEG DIRECTION CONNECTION TYPE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ STORM PANEL SEPARATION FROM GLASS TABLE 2 MAY BE EVERSE OPTIONAL LEG DIRECTION EXISTING GLAZING 1/4" MAX. x Z a EXISTING to GLAZIN O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" O E "PASS THRU" SECTION SCALE: 3" = V - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 1/4" MAX. 0 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" O.C. (TYP. TOP & BOTTOM) o_ tO into H o ma EX J LL vi a N . 0 0 -J STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4" ', MAX. 1/4 "0 THRU BOLTS W/ LOCK NUT (al 12" O.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x S" x 1/8" Cl CONNECTION TYPE ALUM. ANGLE ` REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE DETAIL 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX: -J •W Z 0 X CC 0 1--• u) ILJ W w x E J w -J 0 w v w z 0 THREE 1 /4"Sbx MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) FASTENER @ 6" 0.C. OR @ 12" O.C. ,BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING "F" TRACK/DIRECT MOUNT SECTION SCALE: 3" = 1' - 0" O CEILIN MOUNT/ BUILD OUT SECTION SCALE: 3" = 1' Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 #14x 3/4" TEK SCREW - @ 12" 0.C. BETWEEN Co TRUSSES WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. PRODUCT REVISED as ccmplyi ®g with the Ioridn Raiding Code Acceptance No 0 5 07113. EsPira tio, gate �d't o o and Dad _ cS Contra! Division J w z Q 0 E 0 tn 1-- w w N m E J 0 cos cd O :01 4 0 0 AZ 0 E E 0 0 O N O 0 0 0) 0 7 0 0 3 v 0 0 n 0 i N rn c 3 0 0 0 ri r) N Y i V . a • • ••• • •• •• • • • ••• • - EXISTING STUCCO INISH OR PLYWOOD SOFFIT EXISTING GLAZING WOOD ROOF TRUSS OR FRAMING MEMBER 1 "x4 "OR1 "x6" .062 "• CONT. ALUM. TUBE (6063 -T6) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 w �, W ._ _ w II EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. • • • 1 -1/2" 1 -1/2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O BUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" • • © MOM_ _M.I A =_ 1 DETAIL L C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -J a r Z X a 0 1 w w X 10 E J J w J 1- w J 0 a w u Z to C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h • HEADER OR' W HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" • • • • • • • #14 x 3/4" TEK SCREW @ 12" O.C. BETWEEN TRUSSES • • • • • • M }, 1 /4 "Ox MIN. IN. 5" LONG • • . WO:ID LSG REWS @ 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER • • • • . • • WQQM /�"ox i1I N aZ" LONG • WOOD LAri CQFE4'/S •' • @`24" O.C. AX.. WW ITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER • •• • • • • •- 4 .:174 ; • • MAX! • Y u_ • mw N 1I O XX 0 to < Q J w E 0 J w a a < o O J H x a e E EXISTING GLAZING EMBEDMEN TWO 1 /4 "ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS TO LOCK STAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/16" MIN. O C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE 1/2" PLYWOOD 2" x 6" P.T. CON WOOD BLOCKIN 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) PANEL SEP. FRO -- u — GLASS TABLE 2 C5 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED 1/4" MAX. w w Z -I Q Q � EMBEDMEN V) -I O w w W N u x Z J N Ott MAX. 1 1/4 "fix MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW © 12" O.C. W/1-3/4" EMBEDMENT INTO WOOD BLOCKING O CEILING/BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD FINAL LOCATION OF STUD EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. TWO 1 /4 "ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1"x4 "x1/8" x CONT. ALUM. TUBE #14 x 3/4" TEK SCREW @8'O.C. 1/4" MAX. 1/4" MAX. ,�� - -• C • NNECTION TYPE. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING n BUILD - OUT/FLOOR MOUNT SECTION lJ SCALE: 3" = 1' - 0" 1/2 "0.0.x1/4" I.D.x3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.I PRODUCT REVISED es eompty€ng wills the 1Ot %filing Cede Auceptnuce No O5 —07 . a 1!) 2 o3 Eapiratian D* .0 I o BY Miami Da Contra Divhian O 0 0 Oi N C 0 t_A rte 06/29/2005 ( scale AS NOTED f pm by [dram MCR (yam Vi l K 1 05 -353 sheet 3 of 6 I M /Il "sl; 0 O N O 0 0 0) 0 7 0 0 3 v 0 0 n 0 i N rn c 3 0 0 0 ri r) N Y i V . a • • ••• • •• •• • • • ••• • - EXISTING STUCCO INISH OR PLYWOOD SOFFIT EXISTING GLAZING WOOD ROOF TRUSS OR FRAMING MEMBER 1 "x4 "OR1 "x6" .062 "• CONT. ALUM. TUBE (6063 -T6) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 w �, W ._ _ w II EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. • • • 1 -1/2" 1 -1/2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O BUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" • • © MOM_ _M.I A =_ 1 DETAIL L C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -J a r Z X a 0 1 w w X 10 E J J w J 1- w J 0 a w u Z to C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h • HEADER OR' W HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" • • • • • • • #14 x 3/4" TEK SCREW @ 12" O.C. BETWEEN TRUSSES • • • • • • M }, 1 /4 "Ox MIN. IN. 5" LONG • • . WO:ID LSG REWS @ 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER • • • • . • • WQQM /�"ox i1I N aZ" LONG • WOOD LAri CQFE4'/S •' • @`24" O.C. AX.. WW ITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER • •• • • • • •- 4 .:174 ; • • MAX! • Y u_ • mw N 1I O XX 0 to < Q J w E 0 J w a a < o O J H x a e E EXISTING GLAZING EMBEDMEN TWO 1 /4 "ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS TO LOCK STAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/16" MIN. O C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE 1/2" PLYWOOD 2" x 6" P.T. CON WOOD BLOCKIN 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) PANEL SEP. FRO -- u — GLASS TABLE 2 C5 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED 1/4" MAX. w w Z -I Q Q � EMBEDMEN V) -I O w w W N u x Z J N Ott MAX. 1 1/4 "fix MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW © 12" O.C. W/1-3/4" EMBEDMENT INTO WOOD BLOCKING O CEILING/BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD FINAL LOCATION OF STUD EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 M C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. TWO 1 /4 "ox MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1"x4 "x1/8" x CONT. ALUM. TUBE #14 x 3/4" TEK SCREW @8'O.C. 1/4" MAX. 1/4" MAX. ,�� - -• C • NNECTION TYPE. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING n BUILD - OUT/FLOOR MOUNT SECTION lJ SCALE: 3" = 1' - 0" 1/2 "0.0.x1/4" I.D.x3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.I PRODUCT REVISED es eompty€ng wills the 1Ot %filing Cede Auceptnuce No O5 —07 . a 1!) 2 o3 Eapiratian D* .0 I o BY Miami Da Contra Divhian O 0 0 Oi N C 0 t_A rte 06/29/2005 ( scale AS NOTED f pm by [dram MCR (yam Vi l K 1 05 -353 sheet 3 of 6 I E 0 0 0 0 0) 0 U 0' v 0 in M M .0 i 0 c 0 0 0 0 ri ro M tn U a • • ••• • •• •• • • ••• ti r. • • • • • • • • • EMBEDMENT J W z 4 0. tr 0 1- N w w ,n x m E J EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 ® WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0 " • 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2" x1/8" 6063-T6 ALUM. BENT PLATE 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2 "x2 "x1/8" 6063 -T6 ALUM. ANGLE • 4" MAX. EXISTING BAY WINDOW MAX. 1" OVERLAP R TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" =1 • • • • • • ••• W A44. XISTI G • • FRAMING • • • • • • • C5 • GbN}JFOT1 TYP�P • • GFi REFt NC& AN OR• • SCHEEQDULE' 1'MX• • • SPACING 1/4 MAC W • - •• J Q 1— a W J D 0 w VI z 4 0 N 1/4" MAX. 1/4 -20 S.S. BOLT & NUT @ 11" O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. Z SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1" OVERLAP • • ••• • • . ••• • A. • • •• • • • • • • • ••• b d. 1 "x 2" 2 "x 2" 2 "x 4" 2 "x 5" •• 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" O.C. (CONNECTS TO ADJACENT PANEL) • • • • • •• • Q<CISTING CONCRETE. • • .I-[ LLOW BLOCK OR • • W'OOD FRAMING • • . • • • •• • • • EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE EMB EM WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) 27= 1114 1/2 ,..,.. 1~'•• ii. :y J I E E KIM IL Ivo aktitvir ZIELW�� C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ® WALL MOUNT SECTION SCALE: 3" = 1' - 0" ® OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. b d 1 "x 2" 2 "x 2" x 0.055" 6063 -T6 2 "x 4" ALUM. TUBE 2 ,. x 5 " CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 1/4" MAX. EXISTING GLAZING 1/4" MAX. 1" "EMBED. \\ 0 " EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING NON - STRUCTURAL EXISTING FINISH MATERIAL CONCRETE ® WALL MOUNT/ BUILD OUT SECTION SCALE: 3 " = 0" EXISTING HOLLOW BLOCK (MAX. PANEL HEIGHT = 7' - 4■ & MAX. DESIGN LOAD ±72.00 P.S,F.) ® INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1-0" DETAILS 5(J& U NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE:'USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR „ SCHEDULE FOR MAX. /2 SPACING 1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8 "45 HOLE FOR FASTENING PANEL PRODUCT REVISED as complying with the l3 aiding Code Acccpt. oce ' 0113. :S Eypir _ J _ o lay J1 �i��' „/r�� ✓�/ v Miami Dade ct Control Division • ■ O N� 0 O z 0 0 (dm" 06/29/2005) s AS NOTED Wel L a 2 F- C • M 0 0 0 N 0 r a T •a U dawn by MR m 05 -353 sheet 4 of 61 . ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS -3nals 'ISM] ANCHOR TYPE LOAD (W) P.S.F. MAX. -(SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12'- 0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 a00M • � , 2" MIN. 43.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 50.0. 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 1/4 "0 EMBED. OR x MIN. 3 " LONG 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 4 3 TO w000 GRAIN 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4 4 3 1 y 7�/16 "0 1/4 MACH t ,mullRIV W ,` 00 T E D BUSHING INE 5 lySdEI 43.0 14 14 14 ' 13 13 7 / 9' 9 3 50.0 14 .14 14 / //ice 4 / � �7// �i/ �� ` 72.0 11 11 4 /� // %/ �//�i / 3 150.0 5 4 / itgart 43.0 14 14 14 14 11 14 14 9 8 14 14 7 * ti■ FEMALE W/ 4- 1-207/8 11111IIIMMI)=-- 50.0 14 14 14 12 10 14 14 8 7 13 13 6 5 PANELMATE" 72.0 14 14 7 8 7 12 12 5 4 9 7 4 3 "AS EMBED- SCREW &. 84.0 14 14 5 7 6 10 10 5 4 9 7 9 4. 3 WITH NUT 150.0 9 7 .//A 4 3 9 7 4 3 9 7 4 3 N 0 0 N N 0 0 y c rn to 0 I M I 0 .0 cr cn I 0 0 M 0 d 0 a • • ••• • •• •• • • ••• .- • • • • • - •• • • • ••• • • • • • • • • • i •i• • : • _ . ANCHOR SCHEDULE FASTENER MAXIMUM SPACING{INGHES) REQUIRED F VARIOUS DESIGN LOADS AND SPANS MIN.;2';E[ f Die • : '. • • tllllf.l'.',! I{UIII111U1tF 12 12 10 8 5 14 14 14 12 7 14 13 12 12 8 7 4 14 14 12 10 6 12 10 12 12 12 12 12 14 14 14 14 14 14 14 0 1 12 12 9 14 14 14 13: 10 9 9 7 5 4 11 11 6 10 10 4 3 7 5 7 5 7 5 4 3 3 5 4 14 14 14 AO .d A A A i A A A rA /14WIX�� Ar. MOVI�r�i 14 14 14 13 10 14 14 0 .��A•VOVA NNYI VA I r 14 14 7 9 7 12 12 ©� /I% WAffM IVA EN 14 14 5 7 6 10 10 5 4 9 7 �AMMORWA �I% N 4 3 9 7 14 14 12 8 3 14 14 14 13 3 4 10 9 6 3 8 7 4 12 12 12 12 7 13 8 14 14 12 10 14 14 14 12 12 12 12 5 14 14 14 14 12 14 9 12 12 7 14 14 8 5 11 11 8 6 6 14 14 4 14 14 13 6 14 14 12 10 14_ 14 12 9 3 14 12 12 5 4 14 14 6 4 // 14 14 4 3 14 14 14 14 14 14 14 14 14 14 12 12 12 10 14 14 6 8 10 9 14 14 4 7 6 5 14 12 3 6 11 10 7 6 3 14 12 14 14 11 10 9 12 8 12 5 10 4 8 3 7 12 12 10 8 5 14 11 14 14 12 9 14 14 8 6 11 11 7 4 13 11 7 5 3 10 8 6 9 8 14 12 8 9 6 14 12 8 6 5 7 7 12 14 10 14 14 7 14 12 6 14 12 5 14 12 8 14'14 SPA MIN. 3' EDGE DISTANCE 0 SPANS UP TO 1V -0" (SEE NOTE 1) ANCHOR TYPE �11111ummu1111i1u -- 1/4 "0 POWERS CALK -I& W/ / EMBEDMENT 1/4-z0 CHINE SCREW 1/4 "0 ITW TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.192 P.S.L CONCRETE) IN.2 P.S.L .. • I3 alt U111 ∎11111,1,41111UU ► fp 1/4 0 ELCO MALE/ FEMALE "PANEL ATE" W/ 1-7/8" MIN. E MBED. & 1 /4- 20 NUT SCREW (MIN. 3.000 PS.1. CONCRETE) 1/4 "0 ELCO CRETE FLEX E 1-3/4" NT EMBEDMENT (MIN. 3.350 P.S.L CONCRETE) 1,111Mo1111111I1111U11\1i1111 1/4 "0 ELCO TAPCON W/ 1 -1/2" MIN. EMBEDMENT (MIN. 3.320 P.S.I. CONCRETE) �,111 n k 111NI11N11111 1/4`0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT LOAD (W} P.S.F MAX. (SEE NOTE i ? lft 50.0 72.0 84.0 15Q0 43.0 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.D 43.0 50.0 72.0 84.0 150.0 4 3.0 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 4 3.0 50.0 72.0 84.0 . 1501:0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 14 14 14 14 12 12 12 12 12 14 14 14 14. 14 14 14 14 14 8 '� ali�i�i�i�i�iri�iiiiii 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 11111111! W/ 7/8 " EMBEDMENT 1 & 1/4 -20 STAINLESS STEEL MACHIN SCREW * �� 1 0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4" MIN. EMBED. 8 1/4 -20 MACHINE SCREW WITH NUT 1/4"0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 14 13 9 7 12 12 12 1Z 7 14 14 14 13 8 14 13 9 8 5 14 14 14 12 12 i2 12 11 10 10 8 7 6 8 7 12 12 12 12 12 12 12 12 12 12' 12 12 12 12 12 12 12 10 12 12 1 1 2 2 c 9 • • 7 12 7 5 5 4 12 12 12 12 10 10 12 12 8 7 12 12 6 12 6 5 5 4 12 12 8 10 9 12 12 7 6 12 12 9 5 4 5 4 12 12 3 6 5 12 12 6 5 12 12 14 14 14 ; 12 10 14 14 14 14 14 14 14 14 14 14 14 14 14 12 • 10 8 14 14 14 14 14 14 14 14 14 14 14 14 10 8 7 6 14 14 14 14 14 14 14 • 12 9 14' 13 14 8 7 7 6 14 14 9 14 12 14 14 10 8 14 13 12 7 6 7 6 14 13 4 9 7 14 13 9 7 14 13 14 r 10 8 7 6 14 14 14 14 14 14 14 13 10 14 14 14 9 7 6 5 14 14 14 14 13 14 14 ; 11 9 14 14 6 7 7 6 9 9 14 14 5 9 7 12 12 6 5 10 8 4 3 8 6 10 8 // 5 4 10 8/ 5 4 10 8 8 6 10 10 14 14 14 10 8 12 12 '7 5 9 9 7 5 . 9 9 14 14 14 8 7 10 10 6 4 7 7 4 6 6 / 1 0 10 4 6 4 7 7 4 3 5 4 4 3 5 �� 5 � / / / 9 9 3 5 4 6 6 1 3 5 4 4 �I</'fii'iONVI ® ©�MM� M�p� /A��y / /�z ".A�i �N N E9Y 1 9 9 9 7 5 6 6© 5 3 4 4 3 ANN/ ■02,o0NiMOZIMori 4 3 4 4 y 3 / ii�iii V. i il� raw Azov �/� .frd.i iii i. ���m �i r 12 12 12 9 14 14 14 14 12 14 14 14 14 6 14 13 9 7 3 12 12 10 8 12 12 c 7 12 8 7 12 12 5 6 5 9 9 3 5 4 8 8 V 3 �� 7 5/ 3 14 14 11 14 14 14 12 9 14 74 6 8 6 .10 10 4 7 5 9 9 4 8 6 8. 6 4 8 6 11 11 7 8 8 9 9 6 6 6 6 6 4 5 3 / 3 V/ 5 •3 9 3 / 5 3 12 12 12 5 14. 14. 14 13 6 14 13 9 8 3 CONNECTION TYPE (SEE NOTE 3) ci C2 C3 C4 C5 CONNEETihN,TYliE cANNEEII0 N TYPE tsEE N 3�' a ; �5E �VOTIF �) C1 c: SfC C3 C4 5 14 14 14 • 12 30 1 4 •>3 •8■ 7 14 14 12 10 9 14 14 6 7 6 14 14 5 7 6 14 12 3 5 4 14 14 4 6 5 14 12 3 5 4 14 12 3 5 4 14 12 3 ePANS3.IFTQ s•• 12' -0•• • (SEE NOTE 1) 3 6 4 4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 6 4 CONNECTION TYPE SEE NOTE 3) C1 C2 C3 C4 C5 14 8 10 9 9 6 7 6 4 4 4 10 9 6 6 6 14 12 9 9 9 9 8 5 5 5 5 4 3 3 5 8 6 12 12 7 5 10 10 / 4 4 7 5 P 4 3 7 5 5 / 3 3 8 8 7 9 8 1 3 13 8 6 11 11 5 3 4 4 8 6 66 1 9 7 10 ,10 7 6 8 8 5 4 5 4 6 4 4 3 6 4 4 3 6 4 5 3 3 7 6 4 4 4 6 5 4 4 7 5 5 6 5 3 3 3 5 5 5 12 10 7 .7 7 7 4 4 4 3 4 4 3 3 5 4 3 3 5 4 3 3 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OTC EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD: 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 6 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR. AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED as cp)y1g with the Florid* Balding Code Acceptance NoO5 0 7 13. o3 Expirat)an Date By Miami Dade Divisions fro] I0 r it _ d E D 0 ' =so 0. .5M P .ENO N N <A; N � Z o. M~ Oz c0 C 0 > 0) 0 0 0 v a m v 0 z 4 a 0 a 0 0 a i n t® AS k NOTED chats by NW (date 06/29/2005 drawn by Mat [ chccked by yiki drdwL na 05 -353 (sheet 5 of 6 HOLLOW CONCRETE BLOCK Print Information: 1 F- < ILU N 1 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL: • INSTALLATIONS THAN 30' ABOVE ji?2∎1131 (INCHES) •MiINi :)i0R AtL ICISliA IITIONS G?2iATER IiteN :AlOVE GIADE • • (ITJC1-}E'S)!• 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 9' -9" 50.0 8 -8 3 2 -1/2 9 -10 5 • 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0. 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 . 4 -0 ' 3 1 -1/2 8 -4 3 3 90.0 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 4' -0" 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 190.0 6 -4 .. 3 2 -1/4 a • • ••• •• •• • • • ••• • •• _- • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • - • • • • TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. PRODUCT REVISED as complying witia to 1 Bolding Code Acceptance No O5 Expi . flan Date iira[zir By 1 L... / aL Miami Dad Division • 03 ! a 4 0 U ci H O• 0 11 AS NOTED 1 gn by NW u EMMEN (date 06/29/2005 ( drawn by 1 M CR Iche d by ( VIK arewmg 05 -3 53 ( sheet 6 of 6 06/29/2005 04: 48: 34pm Print Informati MAX. ALLOWABLE • STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE SPAN FOR NEG PRESSURE • (FT - IN) SPAN FOR POS PRESSURE (FT -_IN) DESIGN LOAD (P.S.F.) 40.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" 50.0 • 10' -8" 9' -9" 55.0 10' -2" 9' -6" 60.0 9' -9" 9' -3" 62.0 9' -7" 9' -1" 65.0 9' -4" 8' -11" 70.0 9' -0" 8' -7" 72.0 8' -11" 75.0 8' -8" 8' -0" 80.0 8' -3" 7' -6" 90.0 7' -4" 6' -8" 100.0 6' -7" 6' -0" 110.0 6' -0" 5' -5" 120.0 5' -6" 5' -0" 130.0 5' -1" 4' -7" • 140.0 4' -8" 4' -3" 150:0 4' -4" 4' -0" 16.0.0 4' -1" 170.0 3' -10" 3' -6" 180.0 3' -8" 3' -4" 190.0 3' -5" 3' -1" 200.0 3' -3" 3' -0" 210.0 3' -1" 2' -10" 220.0 3' -0" 2' -8" 230.0 2' -10" 2' -7" a • • ••• •• •• • • • ••• • •• _- • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • - • • • • TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. PRODUCT REVISED as complying witia to 1 Bolding Code Acceptance No O5 Expi . flan Date iira[zir By 1 L... / aL Miami Dad Division • 03 ! a 4 0 U ci H O• 0 11 AS NOTED 1 gn by NW u EMMEN (date 06/29/2005 ( drawn by 1 M CR Iche d by ( VIK arewmg 05 -3 53 ( sheet 6 of 6 06/29/2005 04: 48: 34pm Print Informati MIAMMDIADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 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 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05-353, titled " 0,050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel 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 revises & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by H A. Makar, P.E. • • 0/-//6/zoo 6 • • ••. • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••. -• • • • ••• • • • • MIAMI -DARE COUNTY, FLORIDA • • : • TRD-13AI5E'I:LAGLER BUILDING • • • • • • • • • • • • • • • • X1.10 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • www i buildinacodeonline.com • • • • • • ••• •• NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 Town & Country Industries, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 • • 1•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • 11 • • • • • ••• • • • .• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • •• ••• •• • • • • • • • • • • ••• '• • • • •• • • • • 1. EVIDENCE SUBMITTED UNDER PREVIOUSPIIOVAL fa- 6809.03 A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, .2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC .00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis,. dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAIC CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06126/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. Helm A. Makar, P. E. Y � Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. QUALITY ASSOURANCE E. MATERIAL CERTIFICATIONS 1. None. B. TESTS 1. None. E. MATERIAL CERTIFICATIONS 1. None. E -2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • •- • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • ••• ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • •• ••• ••• • • • • • • • • •• • • • • • ••• •• 1. By Miami -Dade County Building Code Compliance Office. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. e/C Helmy A. Maker, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 1.193" HEADER -WALL MOUNTED SCALE: HALF SIZE • 52" 45° 4.07:" 4.534" TYP. SLATS .107" r -- .125" 1.840" .840 ' .326" .060" 2.586" 250" .949" 1.391" 1.891" .095' .060' 1.039" 190" .055' (TYP.) 1.391' 3.267" -060" 60" X45" .050" 141 I11 =.0551 t2 = .076'11 HEADER -CLG. MOUNTED ( SCALE: HALF SIZE GENERAL NOTES: } 2.420" .048"x+ .966" ..875 ". an �3•• t I t2 I THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOM BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING COOE, 2001. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING COOE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIOA BUILDING COOE 2001 A DIRECTIONALITY FACTOR OF Kd ..0.8S SHALL BE USED. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC ALICATION OF THIS SHUTTER SYSTEM. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR P.ROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. WHEN THE SITE CONDITIONS DEVIATE FROM THESE DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, GATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL ANO JUSTIFY THE DEVIATION. SAIO DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GJtANTING HIS /HER APPROVAL. Bl REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE t }UILDING OFFICIAL. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: ALUMINUM WORLD INC. MUMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 1. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISt7.AT CENTER OR SIDE CLOSURE WITHIN 18 - OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. . STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. ALL SCREWS ANO BOLTS TO BE 2024 -T6 ALUMINUM ALLOY STAINLESS STEEL, OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY, U.O.N. 1 TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE- •. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. i. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5.755,270. .048" 3.840" MAX. I 13/4 =OS" m N 0 0 0 N in 2" MIN. -5" MAXI D ANGLE 11 SCALE: HALF SIZE 2.373" 1 ,158" 44.0" ® LOCKNG I CLIP SCALE: HALF SIZE 1 1• 1.350" : 1500" (OPTIONAL) .483" In N 2 Y1 620" INSIDE 1 JOINT AT TOP. ASSEMBLY SCALE: HALF SIZE , __- ..472" I,D. 612" 0.0 t 1/ I •' L IA .21114 t3 4 0" 1 =.055" 2 = 097' EI SILkWALL MOUNTED OADJ. SILL -TOP SCALE: hALF SIZE SCALE: HALF SIZE STAINLE sS STEEL ASSEMBL''' I 1320 "� HO.. NYLON WHEEL RIVETED IN . PLArE 1.100" 1+251" 2.984" WALKOVER SILL C) FLOOR MOUNTED SCALE: HALF SIZE 1 1 `r - 7' I ' 15 1 1 0 .1 o I :.. 1 1 1 I 1 1 hI IH j t I I t I -I 1 230" MAX. 300' MAX. TOP BOTT Mh1AX. CARRIER ()BUSHINGS . SCALE: FULL SIZE PO .685" 84 ' 3.245" 3.049" 055' (TYP.)- 1.533" ADJ. SILL- BOT. TERNATIVE SCALE: HALF 512E 5a A SIZE B• 1.891" O CENTER MATE 1 (W/ LOCKING ROD) 9 a SCALE: HALF SIZE ®INSERT SCALE: HALF SIZE # 1, 1.533" I .oss .500" s 7-/- .250" 3.283" Itt LOCKING ARM ALIGNMENT INSIDE HANDLE @BUSH (NYLON) SCALE: HALF 512E OSHIM (NYLON) SCALE: HALF' SIZE .095 050" .0 (TYP.)- 1.250" 1 ® 90 . END SLAT SCALE: HALF SIZE 1.250 .136" • () CENTER MATE 2 (W /LOCKING Rom SCALE: HALF SIZE BY O L0cKING ARM SCALE: HALF SIZE . Approved as emptying wkh the Florida :. ,,. _ Cod Sato Date • NOAH Miami Q(VIB(0 V c c 0 . o 0 col • cel tki L) a) r v d 0 0 r- tri 0 0 V J. K:zezeViCl Professto• inner R. Lice 001090 5 200 eat• 10/17./2,00 drawn nt Vr dravin9 00. 04 • 3 4 0 sheet 1 of (TYP.) BOTTOM TRACK 0 0 R STALLED, OUTSIDE TY PI.CAL.:PAN VIEW CIE tEr'3 "•.a 1 0 (TYP.) 6 -1/2" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SH LOCK MAY BE ON INSIDE OF SHUTT. "` SEE FAS SCHEDU /� /+ -J" LOCKING MECHANISM CAN BE (x1 18" ABOVE LOW CENTER NERAL NOTE 10) SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE: 1" x 1" x 1 /8" ALUM. ANGLE W/ 5/16"0 POP RIVETS @ 6" O.C. D L 5/8 `- JOINT BETWEEN BR 5/8 "a+ HOLE FROM REMOVABLE AND BOTTOM OF EXTRUSION U4 FIXED SILL TRUSS HEAD BOLT (TYP.) PLAN VIEW ,REMOVABLE FLOOR TRACK DETAIL SCALE • 3 ". r- 0" SO "# t[:) USED WM PIECES 0 AND LOCKING PIN SCALE:1 -1/2" a 1' -0" FASTENER (5 24" O.C. (SEE ANCHOR SCHEDULE FOR AN j. ACCEPTABLE SSE) BLY OPTIONAL• ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET_ FOR C INFORMAON R E E RENC CHO SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 2" MI VK �IW� yr env I �t�• LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT R TTER� LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER i�a.r�l! ■r�� `n�ssf�n 11 13 8 (TYP.) 6-1/2" FASTENER @ 24" O.C. (SEE .ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) 34" MIN. SEE FASTENER SCHEDULE/ 1_1 / /2" MA (DOES NOT REPLACE SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE ( SS NNG E AA RREPLACE I OPTIO CL OSER HANDLE N.T.S. 9a -J SINGLE ARM LOCKING MECHANISM. AT CENTER OR SIDE OF.SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE' OF• SHUTTER SCALE: 3" = 1• - 0" 1 1 I i 1 "x " x1/8" 3/16 "0 POP JOINT BETWEEN • FIXED SILL E AND MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. O O s •0" MOVABLE FLOOR TRACK DETAIL SC ErJ RE OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" SSELY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SECTION TT SEE SECTION L ON SHEET 4 FOR COMPLETE•INF.ORMATION C4'CONNECUON TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7/16" 0.0. 0.63" LONG NYLON IQP BUSHING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ .XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "40 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING 2' . #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING .460 "0 x .050 ". THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM SCREW BUSHING & ROLLER/ RUSHING ASEMBLY SCALE: HALF SIZE Approved as complying with the Florid ; ' C» - Z.00 Date • .140 •, .14105L 7 BY • . ,. 1 ..,./ /I dr FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" MIti. FOR ANY ACCEPTABLE ANCHOR). V J. Knezevict p oI sstoral En inter' FL License 00109' 0c K drayl^ 10 04-34 0 Y of 7 T KOMI 1 co RIO 111110111011 (TYP.) BOTTOM TRACK 0 0 R STALLED, OUTSIDE TY PI.CAL.:PAN VIEW CIE tEr'3 "•.a 1 0 (TYP.) 6 -1/2" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SH LOCK MAY BE ON INSIDE OF SHUTT. "` SEE FAS SCHEDU /� /+ -J" LOCKING MECHANISM CAN BE (x1 18" ABOVE LOW CENTER NERAL NOTE 10) SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE: 1" x 1" x 1 /8" ALUM. ANGLE W/ 5/16"0 POP RIVETS @ 6" O.C. D L 5/8 `- JOINT BETWEEN BR 5/8 "a+ HOLE FROM REMOVABLE AND BOTTOM OF EXTRUSION U4 FIXED SILL TRUSS HEAD BOLT (TYP.) PLAN VIEW ,REMOVABLE FLOOR TRACK DETAIL SCALE • 3 ". r- 0" SO "# t[:) USED WM PIECES 0 AND LOCKING PIN SCALE:1 -1/2" a 1' -0" FASTENER (5 24" O.C. (SEE ANCHOR SCHEDULE FOR AN j. ACCEPTABLE SSE) BLY OPTIONAL• ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET_ FOR C INFORMAON R E E RENC CHO SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 2" MI VK �IW� yr env I �t�• LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT R TTER� LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER i�a.r�l! ■r�� `n�ssf�n 11 13 8 (TYP.) 6-1/2" FASTENER @ 24" O.C. (SEE .ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) 34" MIN. SEE FASTENER SCHEDULE/ 1_1 / /2" MA (DOES NOT REPLACE SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE ( SS NNG E AA RREPLACE I OPTIO CL OSER HANDLE N.T.S. 9a -J SINGLE ARM LOCKING MECHANISM. AT CENTER OR SIDE OF.SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE' OF• SHUTTER SCALE: 3" = 1• - 0" 1 1 I i 1 "x " x1/8" 3/16 "0 POP JOINT BETWEEN • FIXED SILL E AND MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. O O s •0" MOVABLE FLOOR TRACK DETAIL SC ErJ RE OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" SSELY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SECTION TT SEE SECTION L ON SHEET 4 FOR COMPLETE•INF.ORMATION C4'CONNECUON TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7/16" 0.0. 0.63" LONG NYLON IQP BUSHING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ .XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "40 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING 2' . #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING .460 "0 x .050 ". THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM SCREW BUSHING & ROLLER/ RUSHING ASEMBLY SCALE: HALF SIZE Approved as complying with the Florid ; ' C» - Z.00 Date • .140 •, .14105L 7 BY • . ,. 1 ..,./ /I dr FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" MIti. FOR ANY ACCEPTABLE ANCHOR). V J. Knezevict p oI sstoral En inter' FL License 00109' 0c K drayl^ 10 04-34 0 Y of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM •SPAN 2 .. x s ,. 5 -0" 9' -5 '. Tw = .125" 8•_0" 8 . -1 " Tf = .125" 10' -0" 7 -6" 2" x 8" S' -0" 14' -0" Tw = .072" 8' -0" 11' -6" Tf = .224 10' -0" 10' -4" 2' x 9 . 5 - 15 -5' Tw = .072" 8' -0" 12' -5" Tf = .224 10' -0" 11' -2" WO POWERS 4LK -IN pa 3 -3/4" 0.C. '/ 1 -1/4 MIN. EMBED. 13 )CSI CONC. ITH 4 -1/2" MIN. )GE DIST. OR FOUR 4"00 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" "IBEDMENT & 2 -1/2" )GE DIST. IN EACH NGLE EXISTING STRUCTURE OR DO OR DOOR 4/0 3/8"m POWERS ■LK -IN pa 3 -3/4" O.C / 1 -1/4 MIN. EMBED 3 KS,' CONC. TH 4 -1/2" MIN. !GE DIST. OR FOUR 4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" IBEOMENT & 2 -1/2" 1GE DIST. IN EACH IGLE EXISTING STRUCTURE 5/8" I MAX. 5 /8" MAX. 2 "x3"x1/4" 6063 -T6 ALUM. ANGLE SEE TABLE 2 -DETAILS® &@ ■■ i Tw \-17 CCES • THREE -1/4 "o THRU BOLTS 1" MIN. u1 • fV E 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. 1 -1/4 AS�SEMBL �1 & 5 OR DETAILS I u 0 1" MIN., (MAX. DESIGN LOAD: 72 PSF) . S O1TO_SUPPORT- BEAM 3- . 1•-0' DETAIL 0g3 ALUM. ANGLE THREE- 1/4 "4• THRU BOLTS ALT. LEG DIRECTION ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. USE THRU BOLT OR ACCESS titOLE AS SHOWN IN DETAIL J) -1/4" MAX. (MAX. DESIGN LOAD *72 PSF) � TOPSUPPO.RT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. USE BEA SCHE ULE FOR DETAILSOAND( . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM c_ OF SUPPORT TO q OF SUPPORT. u.' a ▪ Ow • `` °3 O 1- - F 0`^J v 4 E< 1-Z a X WOO1rN < VI1 0 3/16 "m POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12 O.C. PROVIDE 1 "0 ACC HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL V1 DRILL 5/16 "0 HOLE 1.00" 3.00" O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3"=1"- 0" EMBED. OR DOOR ANGLE DETAIL USING CALK-IN ANCHOR SCALE : 3". 1 0" 3.00" 3.00" 11.00" 0 0 PLYWOOD AND J STUCCO FINISH s/8" MAX. DRILL 7/16 "0 HOLE DRILL 5/16 "t• HOLE t13" SEE TABLE 2 3.7S" 3.00" 3.00" Z1/2" 1.00" ti C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MA X SPACING -1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR DGE DIST) SCHEDULE FOR MAX. SPACING FOR W000 PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" 0.C.. TWO 1/4 "0 S.S. LAG SCREW P 24" O.C. MAX. W/ 1 -3/4" ENETRATION IN CENTER.OF• ST.UQS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD s 72 PSF) PLYWOOD AND STUCCO FINISH 5/8" MAX. - .1. - r 1/4- 20•S.S. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1 "0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW Cal 24" O.C. MAX. W/ 1- 3 /4".PE R. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1" x 4" x 1/8" • 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD *72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ. ®WALL MOUNT SECTION - USING 2' x 6' P.T WOOD PLATE SEE TABLE 2 OR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW 6"' O.C. (TYP.) 40& Sa ASSEMBLY - 3/16'4 POP RIVET L 6" 0.C. (TYP.) 1/4" MAX. 0 CEILING /INSIDE MOUNT SECTION SCALE: 3" = 1' -0" or i IS 0 41 v z z O O.sig' b' vJK' 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. Afpr0ved as complying with the Florida Bald' Cod* Date (7 I /L / 2 . 00 5 NOM 04 Miami 1 • e Product Coatrat Dilrbi By Js Norco V.J. Kneze %cl Prolessio eer FL Liccns .00109 5 20C ear. 10/17/200 dr, - b , plc chocked v OravGsp no. 04 -34u' sheet '4_ 7 ® ALT. CLOSURE DETAIL N SCALE: 3•• = 1' -0" 1 " x2 - x1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIYETS (TYP.) 2 " x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER @ 24" O.C. (USE Y ANCHOR IN ANCHO SCHEDULE) Wi ' 1 ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER (01 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ®CORN CLOSURE DETAIL ER SCALE: 3" = 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET CO 18" 0.C. 4-1" x 1" x .055" • 1" x 2" x .055 "• 2 "x3 "x.055 "x4 "x.05 OR 2" x 5" x .125" AL: ANGLE #10 x 1/2" GALVANIZED SMS QR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055 "; 2" x 3 "x.055" ; 2" x 4" x.05 OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16"0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 - 20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.C. S i 10 :%‘ 6, EXISTING STRUCTURE `- HALF OFOB USE MALE OR FEMALE AS REQUIRED (3 ALT._CORNER CLOSURE DETAIL NOTES: MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) z 0 V) CL i4J 1- h S ut X 4 E 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. y} T 1/4" MAX. 1 -1/4" M • • -. 14J1 ._ e.. • • ---- }-EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE fn" ()ALTERNATE FLOOR MOUNT DETAIL By • Agpteved as eomplyiag with the D ' , ....Z Sea NOM - . • Miami t ' ' e Product Coa Diviswti e A V J. Krlezev(ch Professional tL Lkense AN 13 2004 • seats • AS NOTCO 0 1• 0 w 0 01 [°o• 10/ 1'1/2002 [design th l VP( drawing. no. of 04 -44 `� MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR GREATER THAN 30' ABOVE GRADE (INCHES) TYPE C DETAIL © DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) • 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 -0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 ="50.0 5 - 0 2 -7/8. 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 • 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 *3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 -.6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 = 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 • 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 • 1 -3/4 8 - 0 2 -7/8 2 9 -0 3 2 -3/4 10 -3 3 3 ® ALT. CLOSURE DETAIL N SCALE: 3•• = 1' -0" 1 " x2 - x1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIYETS (TYP.) 2 " x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER @ 24" O.C. (USE Y ANCHOR IN ANCHO SCHEDULE) Wi ' 1 ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER (01 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ®CORN CLOSURE DETAIL ER SCALE: 3" = 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET CO 18" 0.C. 4-1" x 1" x .055" • 1" x 2" x .055 "• 2 "x3 "x.055 "x4 "x.05 OR 2" x 5" x .125" AL: ANGLE #10 x 1/2" GALVANIZED SMS QR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055 "; 2" x 3 "x.055" ; 2" x 4" x.05 OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16"0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 - 20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.C. S i 10 :%‘ 6, EXISTING STRUCTURE `- HALF OFOB USE MALE OR FEMALE AS REQUIRED (3 ALT._CORNER CLOSURE DETAIL NOTES: MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) z 0 V) CL i4J 1- h S ut X 4 E 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. y} T 1/4" MAX. 1 -1/4" M • • -. 14J1 ._ e.. • • ---- }-EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE fn" ()ALTERNATE FLOOR MOUNT DETAIL By • Agpteved as eomplyiag with the D ' , ....Z Sea NOM - . • Miami t ' ' e Product Coa Diviswti e A V J. Krlezev(ch Professional tL Lkense AN 13 2004 • seats • AS NOTCO 0 1• 0 w 0 01 [°o• 10/ 1'1/2002 [design th l VP( drawing. no. of 04 -44 `� MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT 000 (FT - IN) TYPE B DETAIL ®F OR © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL © DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL UE 9 -3/16" MAX. 8.0. (FT - IN) 30.0 13- 1 12 -4 13- 1 12 -7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 . 2- 10 -8 12 -5 10- 11 8.0 12 9 -9 10. -4 10 -0 9-4 9-.7 9 -7 C.0 - 1 56.0 11 - 11 9-0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 11 . 8 -3 8 -3 8 -5 67.5 ' 10 - 9 8 -3 • 8 -3 8 -5 71.2 10 - 3 8 - 0. 8 - 0 8 - 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7 -0 7 -0 7•-4 86.8 8 -5 6-7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 - 9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 � : 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5-2 4- 1 4- 1 4 -3 150.0 4 - 10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3- 7 3 -9 170.0 4 -3 3 -4 .3 -4 3 -6 ® ALT. CLOSURE DETAIL N SCALE: 3•• = 1' -0" 1 " x2 - x1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIYETS (TYP.) 2 " x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY " MIN FASTENER @ 24" O.C. (USE Y ANCHOR IN ANCHO SCHEDULE) Wi ' 1 ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" " MIN FASTENER (01 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ®CORN CLOSURE DETAIL ER SCALE: 3" = 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET CO 18" 0.C. 4-1" x 1" x .055" • 1" x 2" x .055 "• 2 "x3 "x.055 "x4 "x.05 OR 2" x 5" x .125" AL: ANGLE #10 x 1/2" GALVANIZED SMS QR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055 "; 2" x 3 "x.055" ; 2" x 4" x.05 OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16"0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 - 20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.C. S i 10 :%‘ 6, EXISTING STRUCTURE `- HALF OFOB USE MALE OR FEMALE AS REQUIRED (3 ALT._CORNER CLOSURE DETAIL NOTES: MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) z 0 V) CL i4J 1- h S ut X 4 E 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. y} T 1/4" MAX. 1 -1/4" M • • -. 14J1 ._ e.. • • ---- }-EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE fn" ()ALTERNATE FLOOR MOUNT DETAIL By • Agpteved as eomplyiag with the D ' , ....Z Sea NOM - . • Miami t ' ' e Product Coa Diviswti e A V J. Krlezev(ch Professional tL Lkense AN 13 2004 • seats • AS NOTCO 0 1• 0 w 0 01 [°o• 10/ 1'1/2002 [design th l VP( drawing. no. of 04 -44 `� ANCHOR SCHEDULE UIRED FOR VARIOUS DESIGN LOADS AN SP ANS FASTENER ; i;�, .,,r•7J- 'r•(T'?e��?� :. - I EXIST. STRUC. ANCHOR TYPE 3 LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANC SPANS UP TO N. "' "STE 1) SPANS UP TO 8• -0" (SEE NOTE 1) .SPANS UP TO 9• -0•• (SEE. NOTE 1) SPANS UP TO 13 -1 (SEE NOTE 1) SP TO ' °• 1) . SPANS U . -0 "' (SEE NOTE 1) PiiTTS UP TO 9, -0" (SEE NOTE 1) SPANS UP TO 13• -1" (SEE.NOTE 1) CONNECTION al (SEE 2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYP 3) C4 1 C5 CONNECTION J EE NOTE C3 TYPE 3) C4 C5 CONNECTION •C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 C5 I 3131l3NO ■JUWIIID{UUIIIImw 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 3,100 PSI CONCRETE) 45.0 ® 12 12 12 7• 12 12 ® e 5 12 12'. 12 7 • 4 10 5 5 5 3 12 12 12 12 3 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 ' 4 r e 12 12 12 11 7 12 12 12 8 5 12 10 12 7' 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4' 8 E' 4 12 12 12 9 5 11 6 6 6 4 10 4 4 '5 3 9 3 3 5 105.0 10 5 5 5' 3 8 3 ' 4' 8 3 ' 4' 8 3 MEM 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 45.0 .8 12 3 ' 12 12 4 ' e 12 9 8 12 3 12 12 4 U O 6 8 12 3 ' 12 12 4. 8 ' 6 8 12 rtired 5 4 9 12 3 .12 3 12 5 12 3 12 9 12 3. 12 3 12 5 12 3 10 9 12 3 12 3 12 5 12 3 9 9 12 3 11 3 11 5 9 6 air 1/4 "0 POWERS W/ 7/8" d• 1/4 - 20 STEEL MACHINE (MIN. 3,000 SCREW CALK-IN EMBEDMENT STAINLESS PS.L CONCRETE) 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 .12 5 4 4 3 12 12 12 12 11 12 .12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8. 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 , 8 12 12 11 9' 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 4 4 3 12 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6. 6 7 5 170.0 12 5 4 4 12 5 4 4 3 12 5 4 4 3 12 4 '4 E 12 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 EN 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 Q a j 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 prip 3 ' 12 12 12 10 6 12 12 12 4 10 8 9 6 7 % � 4 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3,000 PS.1. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4' 7 3 3 4 ' 6 A 3 la 12 12 12 7 4 9 5 5 3 8 3 3 4 7 44 4 105.0 8 4 4 4 ' 6 x' 3' 6 � � ' / 3 ' 6" 3 ' 9 5 4 5 3 7" 4' 7 " 4 4' 'R 7 WIN "� 4 ' 4 ' 170 0 6 "�' 6 R' .6 �I/�' 6 �M�'� 7 ,, �M©�L% 4'�//� * ∎1U1pfl,EU\ WWI 111‘11,111- * I " " °` °` °` ° " °" 1 /4 "m ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT E, 1/4 -20 MACHINE SCREW WITH NUT (MIN 3,300 P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 3 7 7 4 12 12 12 12 12 12 '8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 .5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 6 , 3 11 4 4 6 3 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 i'IMItuaaauanumu,u= 45.0 12 12 12 12 11 12 12 12 12 7 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12. 12 12 9 12 12 12 12 8 12 10 10 9 6 �• 57.0 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4' 4 6 Qrni 12 12 11 12 12 12 12 7 12 12 12 10 7 12 b 5 7 4 7 nem11111M1UIUUlV_!', H Attu 1/4" 0 TEXTRON HEX-FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4" EMBED (MIN. 3,320 P.S.I. CONCRETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 D 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 N 3 12 4 4 6 3 12 4. 4 6 3 12 4 4 6 3 12 6 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 1.1 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 ® 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4 "0 ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.350 P.S.I. CONCRETE) 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73,0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0. 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 L 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) . MIN. 3/4" EDGE DISTANCE SPANS UP TO 5, -8.. (SEE NOTE 1) SPANS UP TO B' -0" (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C7 SEE C2_ NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 O O 11111111U11111111111111111i• 1/4 - 0 W000 LAG W/ 1 -3/4" MN . THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 45.0 12. 12 12 9 7 12 12 12 6 -5 12 12 12 5 4 12 9 9 3 3 r 57.0 12 12 12 7 5 12 12 12 5 3 12' 12 12 4 3 12 5 4 3 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 ► � ® / ��r 105.0 12 9 8 3 3 12 5 t L ' 3 ' MEEMINEWEIDEIM 170.0 12 5 4 3 12 5 4 3 SEEPAGE 7 FOR ANCHOR NOTES Approved as complying with the Florida : ing Cod - Date • NORM or Miami Digte Product Centro 1 11 0 i 4 cc W Yip 3 VI 0 ►. s M • *cats . AS NOTED design by VJK 0 0 U drawing no. 04 -340 3 8 ammmiamsolms Kriezevich Professional �}y� FL License ' - . 10983 date 10/17/2002 drawn by MCR. checked b VAC i BY Loo • ANCHOR SCHEDULE .. , y• FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS . I EXIST. STRUC. ANCHOR TYPE �j LOAD (W) P.S.F. MAX. (SEE NOTE 1) • MIN. 2" EDGE DISTANCE MIN. .3e EDGE DISTANCE SPANS UP TO 5' -8 "' (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1' (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8 -0 ". (SEE NOTE 1) SPANS UP TO 9' - . O" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4. CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE 0 TYP 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS m' 3' HOLLOW CONCRETE BLOCK ,.1111111111111111111111111111 1111►% / .� 1/4"0 ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 ' 12 12 12 8 5 10 10 10 6 3 9 '9 ..9 5 3 6 S 5 " 3 ' ", 3 57.0 10 10 10 5 3 7 7 7 4' 6 5 5 3 ' 4 ' i " 11 11 11 6 4 8 8 8 4' 7 ©6 4 73.0 7 7 7 4 ' 5 3 3 3 ' 4 M'!' 4 raj r '. ' 8 8 B 5 3 6 3 3 3 5 " 3 105.0 5 A ' �M " 4'a 4 " " �� 6 3 3 LA 5 ' r m' S „ 3 ' S " 3 A 170.0 4 f % ' J/' 4 V 1," 4 EW .% ' I�' 3 ' 5 'M' 5 ME 3 ' 5 " 3 5 4 4. 4 Ell PI 011 id FAI / ' * tit ■ 1 W/ 7�8" EMBEDMENT b 1/4 MACHINE SCREw STEEL MACHINE SCREW 45.0 12 12 12 12 7 6 5 4 11 9 11 9 11 9 10 .8 10 6 10 7 4 3 7 5 � 4 3 re 12 12 . 12 12 12 12 ® 9 12 5 11 12 11 12 11 8 6 5 4 12 10 12 8 12 9 7 5 4 3 ' 8 nerd 7 " 4. a � 4 57.0 12 12 73.0 10 10 10 4 3 7 4 3 3 6 re' 3' 5 ammo 12 12 12 7 4 9 5 4 5 3 8 3 3 4 105.0 7 3 3 3' 5 Erma 5 maze 5' O" 8 4 ®5 3 7'MIN 7 4 • ' 7 170.0 5 A i" � 5 "'�/ � 5 " '� � 5 'a 4 re 7 '� � 7 ,'. 4' 7. , I 4. f' ®' 3 ' 3 4 45.0 12 12 12 7 a'B 8 8 5 3 7 7 7 f' 5 �� '�NAN %I = 12.12 12 9 5 9 .9 9 6 r 3 8 8 8 5 4 ' 3 ' 3 6 3 a ' © 6 4''� 4',' 4 an�Ai 8 3 3 rem 4 4 1 j 57.0 9 9 9 6 3 6 6 6 4 ' 6 4 5 3 4'l" 10 10 10 7 4 7 .7 7 5 re PA 4 6 5'i 4 " 4 12 5 ME 12 6 in 1/ 4"(0 POWERS NAIL - N 1 -1/8'• MIN. EMBEDMENT 73.0 7 7 7 4' 5 3 ' 3' 4 ".� /�Q%I�" 8 8 8 5 p 6 , 3 EMIR El 3 ms 12 4 7 105.0 5 A � 4 Tar 4 'R" L I'NEi, 5 3 3 4 170.0 45.0 4 12 iv 12 12 9 I 5 4 12 'J/ 12 �� 12 % A 6 4 4 11 ' 11 11 5 �urA 3 8. 4 4 ��' DE 12 12 12 � 10 4 6 12 * lN5Wl1.111111{..111111.., I. a1] nanameuim * 1 1/4°91 ELCOMALE/ FEMALE ` EE' W/ 1 1 -1/4 MIN. EMBEDMENT & 1/4-20 MACHINE SCREW WITH NUT 57.0 12 12 12 7 4 10 10 5 9 7 8 4 ' 6 "W'G 12 12 12 8 5 10 10 10 5 3 9 7 8 5 , 3 a„'� 6 " , '%i !A 4 3 3' 3 m I m l m l ml_--I. r 73.0 11 11 11 S 4 . 4 Q , 7 _ 3 ' 6 Pardus 12 12 12 6 4 4 4 4 ? 4 105.0 8 4 4 3 % 6" 3 / M 3 F 6 iaEr 8 4 4 4 S I ��, ! , 3 . 170.0 45.0 6 12 4� 12 12 10 5 11 '� 11 11 Ll1: ' 4 10 - � 10 10 !fit !I 3 lOI- NAWSPA�g�i 3 � 3 ��e I �' UZ 12 12 12 12 6'r 7 12 12. 12 m l 0 /1�i� 5 12 12 12 t 4 �0 ro ilimm a mm�lmun_ 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 �' 5 W' r, � � 1 12 12 10 5 11 11 11 7 4 10 8 9 6 3 _ a ' " " ME 4' 4 '� ' 73.0 10 10 10 6 7 4 3 4 r i o "� S o p i■I� 12 12 12 7 8 5 4 5 3 I 3 3 4 1/4•' ELCO TEXTRON HEX- FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4 EMBED 105.0 7 3 / 5" I AB " 3 DJ 5 r 3 ' 8 4. 4 5 7 '�� I � �' 4 / � r 170.0 45.0 5 12 A ' 12 '12 10 �_ ' 5 5 11 Er 11 Lmlr r / 5' 10 10 10 Lth , A , 3 7 3 , I�1�'. m .t 12 12 12 12 7 12 ii 12 0 1 7 'r 12 12 10 4 7 '' 8 4 • 1NL a 3 57.0 12 12 12 8 4 9 9 9 5 3 8 6 •7 5 rd 5 KM= 12 12 12 10 5 11 11 11 10 8 3 7 A' r 1/ 4"91 ELCO CRETE FLEx E 73.0 10 10 10 6 3. 7 4 3 4 ' 6 maim 5 Orrin 12 12 12' 7 4 8 5 4 .5 3 7 3 3 4 7 7 " 7 ',AMNIA 4 4' 105.0 7 3 3 4 a i. 5 % %� / 1 /� /.i �� / 7'' NYAIN 7 ." ELTM 4 I N 170.0 5 A / 3 5 / .i ce /1 I I V . A 7.0 7 scat• AS NO1[O design by VJK ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN•ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5, MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. 'WHERE EXISTING STRUCTURE IS WOOO.FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING SIDE ERS SURE PIED WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" E DGE DI IS ACCEPTAB FOR W OOD F RAMING. WOOD STUD S HA BE " 5OU THERN NC C PINE" G = 0.55 OR EPTA GREATER DENS ITY . LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MA HAVE EITHER A PAN EAD, TRUSS HEAD, R FER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OO ANCHOR - SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12 FOR BUILD -OUT MOUNT SECTION EOANCHOR SPACING SHALL NOT EXCEED 6" O.C. Approved as complying with the Florida Dee D 1 NOM © / 215: n1 Mid Dide Product Control BY 0 0 0 8 C1 date i0/17/2002 drawn by MCR (checked b) V iK drawing no. 04 -340 sheet 7 of 7 MIAMI.OAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 767 West 37 Street ( #18) Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulationsgoverning 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 Cont Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right have this product or material tested- for quality assurance purposes.. If this product or material fails to perform the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate revoke, modify or suspend .the use of such product or material within their jurisdiction. BORA reserves the rig to revoke this acceptance, if it is determined by Miami- Dade.County Product Control Division that this product 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 Bu'1 ink Code DESCRIPTION: 100 Aluminum Accordion Shutter APPROVAL DOCUMENT: rawing No. 04 • u, t ed "Super Aluminum Wo Id" sheets 1 through prepared by Knezevich & Associates, nc., •a e• •cto•er 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp wit the Notice of Acceptance number and the 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 manufacturers 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 w ill occur after the expiration date or if there has been a revision or change in th 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. .4.DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sh 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(s) as well as approval document mentioned.above. The submitted documentation was reviewed by Helmy A.Makar, P.E. al 11.7 /1 005 MIAMI -DADE COUNTY, FLORIt METRO -DADE FLAGLER BUILDIUU 140 WEST FLAGLER STREET, SUITE 16 MIAMI. FLORIDA 3313015 (305) 375 -2901 FAX (305) 375 -29 NOA. No 0412 Expiration Date: 01/27/201 al Date: 01/27/2 page 1 Aluminum World, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • DRAWINGS 1. Drawing No. 04 -340, titled "Super Aluminum. World ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's . generic approval under 02 -0799. C. CALCULATIONS 1 . See Association's generic approval under 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. . STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated June 15, 2004; certifying that the drawing (No. 04 -340). prepared for Aluminum World, Inc., signed and sealed by V.J. Knezevich; P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 02 -458). • E -1 Helmy A. Makar, P.1 Product Control Exan7inf NOANo 04- 1215.0 Expiration Date: 01/27/ Approval Date: 01/27120(