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WS-12-378
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175157 12 —331 Permit Number: WS -3 -12 -378 Scheduled Inspection Date: August 08, 2012 Inspector: Bruhn, Norman Owner: PROCTOR, LINDA Job Address: 60 NE 105 Street Miami Shores, FL 33138 -2031 Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -6268 Parcel Number 1121360120040 Phone: (305)597 -7797 Building Department Comments Install 22 hurricane shutters and 1 door Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171927. CREATED AS REINSPECTION FOR INSP- 171439. CREATED AS REINSPECTION FOR INSP- 170707. Plans and permit must be posted for inspection. NB Door installed improperly. Large gaps and door does not match approval. Fill all holes not used for fasteners in walls. STOPPED INSPECTION. NB All ok except panel must cover opening. ,2,4 &5 August 07, 2012 For Inspections please call: (305)762 -4949 Page 8 of 33 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 !Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To LINDA PROCTOR 60 NE 105 Street MIAMI SHORES, FL 33138 -2031 Date Fee Name 03/05/2012 Technology Fee 03/05/2012 CCF 03/05/2012 DBPR Fee 03/05/2012 Education Surcharge 03/05/2012 Scanning Fee 03/05/2012 Permit Fee 03/05/2012 DCA Fee Invoice Number: WS -3 -12 -43572 Invoice Date: March 05, 2012 Permit Number: WS- 3- 12-378 Bond Number: Comments: Fee Type Calculated Calculated Calculated Calculated Calculated Adjustable Calculated Fee Amount $4.80 $3.60 $4.95 $1.20 $3.00 $330.00 $4.95 Total Fees Due: $352.50 Payments Date Pay Type Check Number Amount Paid Change 02/27/2012 Check 2555 $50.00 $0.00 Total Paid: $50.00 Total Due: $302.50 II Monday, March 5, 2012 l9\ la— Eli BUILDS G PE ' ► - PPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. W312 Master Permit No. FB 20 �. OWNER: Name (Fee Simple Titleholderdi AkA rOCA-0 Permit Type BUILDING ROOFING Phone #: 7 ' `.973 027 ea Address: (00 13 105 S+ City: & k t Sh0i^2S State: foL 0 r d Zip: 33 J 38 Tenant/Lessee Name: Phone #: Email: RECEIVED FEB 2 7 2012 BY: (?$ JOB ADDRESS: (O 0 tu , 105 (St City: Miami Shores County: Folio/Parcel #: 11-0213b-0101- 00'10 Is the Building Historically Designated: Yes NO it Miami Dade Zip: 33 /3 SP CONTRACTOR: Company Name: $tO R &t W Address: 130 Is AA) 1 Pi t' City: O \ G. k c c- State: F Qualifier Name: Ca-IA. 040 brl c .Z State Certification or Registration #: h Contact Phone #:3� 7 °77 -77 Email Address: C Nat, SioRk&i',,fie 5hu%TP..ss , CO/4 DESIGNER: Architect/Engineer: Phone #: Flood Zone: g� Phone #:3 S - 617 - 7797 5Dorit F.L. zip: 33 £XS'Y Phone #:4 LS 77 77' 7 Certificate of Competency #: G &G 1571 43 Y Z- Value of Work for this Permit: $ 7� 02 Type of Work: ❑Addition e WAlteration Description of Work: 1 \C¢. *., Square/Linear Footage of Work: UNew ORepair/Replace ODemolition r1; co n€ hi/111-er .I tiNIKLa * *** ****x:u:x:**** * * * * * * **** :* x: ********** Fees******* ******* ***+ x*x+ x : ******* ********* **+x**** n caJ Submittal Fee $ �" Permit Fee $Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 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//e approved and i re ectionjee will be charged. /' c Signature �= f Owne or Agent The foregoing instrument as acknowledged before me this Z day of ino. , 20 j<' , by 2B iYd.�• Vrt)C+() ° who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commiss Sign ontrac The foregoing instrument was acknowledged before me this &o day of'P,O ru ce, rti , 20 i 2. , by (Q ; 1-0 D a°L- , who known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * * *, ***********: x******* *= k*, x*********, x+ x* ****= x***** * ***** * * *:x**+x*****m******** *****+ x******* ** *****,x ********* APPROVED BY �i�/� Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT , A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO./ 3 . 1 T _ T A X FOLIO NO. 11 _ 13(0 °I R.-00.Y° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address. ak 1,1111111111111111 I11111I1111 t1:11I11111 CFN • 2012R0114421 OR•.Bk 28001 Pt -1163:1. (1p9) • RECORDED 02/i7/2012 10:56 :50 HARVEY MUMIN, CLERK OF COURT PIIAIII -DADS CQUNTY, FLOR.IDA LAST PAGE Space above resented for use of recording office 7 / y L0T5. t o s 5t t,l i cLipt i Shores N. 33 1r3 2. Description of improveme pr_ 3. Owner(s) name and address: O ► N `Dd PrOck p`r f9 17 y�rl- gl�i i tR t�•j i ,C �'�31 �� D� Interest in property: 10 d /0 tw,f t\.e J' • Name and address of fee simple titleholder ^ 4. Contractor's name, address and phone number SkOQt UJ &e. S Oct tyt .L 1306 ` �%tol t/$ f� c 30s -s?7 - 77 - 97 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ -6 Lender's-name anti address:, 7. Persons within the State of Florida designated Section 713.13(1)(a)7., Florida Statttes, Name, address and phone number. 16 pa 3 3 aSai 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is speclfled) 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 YOU NOTICE OF COMMENCEMENT. Signature( • �y Prepared :� Print N)yp • Title's - ed Officer/Director/Partner /Manager Prepared By Print Name Title/Office ce riw 1\e. STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this ,30 day of gam a eLINI By 0/-; n Ao - Pr`Dr*o r• ❑ Individually, or ❑ as for aPersonally known, or CI produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) 0 s '_5_ 7:0; •t S ies of perjury, I declare that I have read the foregoing and ted in it are true, to the best of my knowledge and bell 'Authorized Officer /Director /Partner /Manager who signed above: By STATE OF FDA, COUNTY OF MACE I HERE3Y CERTIFY that this Is a kw copy olthe Fir kris office n— �+•••...daYO! A.O.20� daiSeaf. N. CLERK, of ar . '. and County Cowls .C. CA I Under penal that the fact P m m • 01- 20 -'12 12:38 FFOM- R T -689 P0001/0002 F -863 CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDDNYYY) 01/20/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA ON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER- THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOS NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATNE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the Policy, certain policies may require ap endorsement. A statement an this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Procom Insurance Underwriters 4909 SW 74th Ct. Miami, FL 33155 OONTACT DANTE RUBIO NAMO W U. a ,e ; (305)740 -4460 `ice t, �: (305)7404469 E -MAIL of alamirez P rocomco rp,ccm _- DRESB: INSURERISI AFFORDING COVERAGE WESTERN HERITAGE INSURANCE CO, Phone (305)740 -4460 Fax (305)740 4469 INSURER A : INURED INSURER B : STORM WISE SOUTH FLORIDA, INC. STORMWISE PRODUCTIONS INC. „yNSURERC: NAIL a 13015 NW 45 Ave. OPA LOCKA, FL 33054- 305 j INSURER .D t I INSURER E . ENSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: ' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CbND171ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCEAFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, i. IIN5R iADD BRI t LTR TYPE QF INSURANCE I.N y POLICY NUMBER FYJLIGYEFF tMMwtYYYYt POLICYEXP (MM!DD1YYYYi I LIMITS A GENERAL LIABILITY 0 COMMEROIAL GENERAL. LIABILM • • CLAIMS -MADE ® OCCUR In 0 050, I SCP0874t3E5 01/13/2012 01/13/2013 EACH OCCURRENCE I $ 1,0001000.00 PREMAISES TO RENTED ES ommencay I $ 50 000.00 MED EXP (A ono S 1,000.00 Pte) i , PERSONAL & ADV INJURY $ 1, 000, 000.00 • GENERAL AGGREGATE I $ 2,000,00040 _ GEM, AGGREGATE LIMIT APPLIES PER: j IIII POLICY ❑ IECT ❑ LOC I PRODUCTS - OOMP/OP At,,{a S 2,000,00100 I $ AVTOMOBILE UAt3IL ITY T al ANY AUTO II Ur.00SNNED ❑ SCHEDULED AUTOS NON OWNED HIRED AUTOS Aims • uisRELLA LIRE • OCCUR • NOES LIA5 • CLAIMS -MADE r-- I • COMBINED SINGLE LIMIT I S BODILY INJURY (Per. person) ODDLY INJURY (Per sx dent J (Per DAMAGE $ aLi I I EACH OCCURRENCE $ : AGGREGATE $ • DE) Q RETENTIONS S mimosas COMPENSATION AND eMPLOYEF2$' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTIVE N / A j • I I • WC STATU- ■ 0TH - S_ 1 E.L EACH ACCIDENT $ ' OFFICERIMEMBER EXCLUDED? (Mandatory In NH) 1,____J If yes, aeatrtde urrcicr DESRIPTION OF OPERATIONS below : r--- L DISEASE - FA EMPLOYEE $ 1 E.L DISEASE - POLICY LIMIT $ A CONTENTS 1 I SCP08745Q5 01/13/2012 1.01/13/2013 j $ 200,000 - SPECIAL - RC- 80% CO-INS. DESCRIPTION OF OPERATIONS / LOCATIONS f VEHICLES (Attach AOOMD 101. Addifionai Remarks Sohedulc, If morn Vass is required) A AOP $ 1,000 DED.- EX- WIND/HAIL CERTIFICATE HOLDER MIAMI • SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES ,FL 33130 FAX 305-756-8972 ACORD 26 (2010/05) OF CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. @ 1938-2010 ACORD 7= T • RATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Protor All:- /(?-- kot ; ore- f)-33/3.9 ALGiv4;w04 9reL. UJQ 14 Kacor,VoNs siviTees po 3ax 51 P'( i 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - Zone 4 .- Tributary Area . Ft Tributary Area (Sq Ft) ,! -- - -. 30 35 ■"- 0 -15 ft -50.4 - 492 -48.3 -47.6 - 47.1 -46.6 - 462 -45.9 -45.5 -53.8 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +44.4 +43.7 +43.1 ElifilITIREMI +42.3 +41.9 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 -48.9 +45.4 +44.8 -48.4 - 48.0 - 47.7 +44.3 +43.9 +43.6 -47.3 +432 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +48.3 -50.3 +45.9 26 ft -56.6 -552 +52.2 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 - 51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 - 58.1 +53.0 +51.6 - 55.1 +50.6 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 - 55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 - 542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 - 58.8 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 - 55.8 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 -56.4 +51.5 56.0 +51.1 42 ft -62.6 -61.1 +57.7 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft - 632 - 61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 48 ft -63.8 52.3 -612 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -74.8 +55.9 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 52.8 +59.4 +57.8 -61.7 +56.7 -60.8 +55.8 -80.1 +55.1 -59.6 +54.5 - 59.0 +54.0 58.8 +53.6 -58.2 +53.1 50 ft - 64.9 -63.4 +59.9 +58.3 -622 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 51.9 +58.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -66.0 - 64.4 +60.8 +592 -63.3 +58.1 - 62.4 +572 - 61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft - 88.5 -64.9 +61.3 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 - 61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 -65.8 +622 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 - 62.4 +57.1 - 61.9 +56.6 -61.4 +56.1 -61.0 +55.7 m z rn 3 REMARKS INIT ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Hal. DESIGN PRESSURES (PSF) - Zone 5 .- >__ - -- 4.___ Tributary Area (Sq Ft) ,! -- - -. 30 35 ■"- -62.2 59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 0 -15 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 -62.1 - 60.3 -58.9 -57.8 -56.8 -55.9 - 552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -66.1 +49.4 - 63.5 +48.1 - 61.6 +47.1 -60.2 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft - 67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 - 61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 - 66.0 - 64.1 -62.6 - 61.4 -80.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -69.8 +522 -67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 -62.4 +48.4 - 61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -662 +50.6 - 64.6 +49.8 - 63.4 +492 - 62.3 +48.7 - 61.4 +48.2 - 60.6 +47.8 -59.9 +47.4 30 ft - 72.0 +53.8 -692 +52.3 - 67.1 +51.3 - 65.6 +50.6 - 64.3 +49.9 - 632 +49.4 - 62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 - 66.5 +51.3 -65.2 +50.6 -84.1 +50.1 53.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 - 68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 - 64.9 +50.7 - 64.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 - 71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.8 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -88.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -692 -882 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -87.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI= +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISM - RIC ENGINEERING EXPRESS® 160 SW 12th AVENUE, #10 DEERFIELD BEACH, FL 3344 PH: (954) 354 -0660 FAX: (954) 354 -044 WWW.ENGEXP.COM CERT OF AUTH 99885 4 i `1lAMF DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Production, Inc. 13015 N.W. 45th Avenue Opa- Locka, FL 33054 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidalle.gov /building 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 Section 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 Section (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 Section 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 Fl. r: • a Building Code. ! ESCRIPTION: HT -100 Aluminum Accordion APPROVAL DOCUMENT: Drawing # HTS.09003o, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated August 30, 2010, signed and sealed by Christian Langley, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 and renews NOA # 06- 1026.11 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E -4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 03/31/so1/ NOA No. 10-0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Page 1 Stormwise Production. Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0502.06 A. DRAWINGS 1. Drawing No. 01 -800, prepared by Knezevich & Associates, Inc., titled "Stormguard Accordion Shutter", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. See Association's generic approval # 99 -0036. C. CALCULATIONS 1. See Association's generic approval # 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 28, 2001, cert fying this product to meet the criteria of product tested and approved, and allowing Stormwise Concepts, Inc. to use the test results approved under Miami - Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Concepts, Inc., dated February 14, 2001, signed by Mr. Camilo Diaz. 3. Letter by Knezevich & Associates, Inc., dated April 27, 2001, certifying that the drawing (No. 01 -800) prepared for Stormwise Concepts, Inc., signed and sealed by V J Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Camilo Diaz on June 7, 2001 and returned signed by Mr. Camilo Diaz on June 11, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0520.04 A. DRAWINGS 1. See NOA 02- 0520.04 13. TESTS 1. See NOA 01- 0502.06 C. CALCULATIONS 1. See NOA 01- 0502.06 D. MATERIAL CERTIFICATIONS 1. See NOA 01- 0502.06 E -1 y A. Makar, P.E., M.S. HNC, Pro net Control Unit Supervisor NOA No. 10-0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. See NOA 01- 0502.06 F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRAWINGS 1. Drawing No. 03 -812, titled "Stormguard Accordion Shutter", 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 # 02 -0799. C. CALCULATIONS 1. See Association's generic approval # 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 02 -0799. F. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated July 2, 2003, certifying that the drawing (No. 03 -812) prepared Stormwise Solutions, 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). 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1201.01 A. DRAWINGS 1. Drawing No. 05-563, titled " Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group., dated September 14, 2005, last revision dated September 14, 2005, signed and sealed by V.J. Knezevich, P. E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. E -2 my A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10- 0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 02, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Solutions, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Solutions, Inc. dated November 23, 2005, signed by Mr. Camilo Diaz. 3. Letter by Thornton- Tomasetti Group, dated November 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions, Inc., signed and sealed by Mr. V J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05- 509). 5. EVIDENCE SUBMI'FI'ED UNDER PREVIOUS APPROVAL #06- 1026.11 A. DRAWINGS 1. Drawing No. 05-563, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton Tomasstti dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.I. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Letter by Stormwise Production, Inc. dated October 19, 2006, signed by Mr. Camila Diaz, requesting to change the address on his NOA. E -3 my A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10- 0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Letter by Thornton - Tomasetti Group, dated October 04, 2006, certing that the drawing (No. 05 -563) prepared for Stormwise Production, Inc., signed and sealed by y J. Knezevich, P.E., is engineering wise identical to Hi -Tech 's generic drawing (No.05 -509). 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing # HTS 09003o, titled "HT100 Accordion Shutter', sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated August 30, 2010, signed and sealed by Christian Langley, P.E. B. TESTS I. See Association's generic approval under 09-1510. C. CALCULATIONS 1. See Association's generic approval under 09 -1510. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 09-1510. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated January 27, 2011, certiMng this product to meet the criteria of product tested and approved, and allowing Stormwise Production, Inc. to use the test results approved under Dade County Approval No. 09 -1510, signed by Yovanna Diaz. 2. Acknowledgment letter by Stormwise Production, Inc., dated January 27, 2011, signed by Camilo Diaz. 3. Letter by Nu -wind Engineering, dated February 02, 2011, certifying that the drawing (No. HTS 09003o) prepared for Stormwise Production, Inc., signed and sealed by Christian Langley, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. HTS.09003). E -4 Im A. Makar, P.E. M.S. Y s BNC, Product Control Unit Supervisor NOA No. 10-0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 GENERAL NOTES HT -100 ACCORDION SHUTTER BLADE COMPONENTS isseroya tet *0.r • I °'.� 11 99g i9 ig z,e • '•'' a• 80.143° 80287° o szz"° 1. THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN POLYCARB 4534' 80.143° 80287° o224, }0.050` URETHANE ADF�9YE FULL LENGTH EACH SIDE /-1.503° ACCORDANCE WITH THE 2007 FLORIDA BUILDING COQ WITH 2005 SUPPLEMENTS, FOR USE WITHIN AND OUTSIDE THE FB(iFl VELOCITY HURRICANE ZONE (HYHR). 2. THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONETHIRD INCREASE IN UNLIMITED WIDTH / MOUNTING TOP TRACK (gym 0.052' `',.. _ ._ -.- _ -- ALJ.OYYA ENE STRESS O AHll NUM BLADE : O POS LYLLG4A8ONATE BLADE END SLAT 1 z 0 END S.13 3. CS TWESS AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH - T HIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE 4. THE SYSTEDH DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE `• CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR - REG/STEELED ARCHITECT SHALL PREPARE SITESPECWIC DOCumens FOR USE IN 'CONJUNCTION WITH THIS APPROVAL AND APPLY FOR MIAMI -DADE COUNTY PRODUCT CONTROL DNISfON ONETIME APPROVAL 5. CONTRACTOR, ARCHITECT, ENGINEER OF RECORD, OR BUILDING OFFICIAL. - :'. :` i SCALE - - -- " 4'° RO. ° 3.429° WD.143° 0.100 `�' �l 0.052 S �__ - - - . - - - -1 - ALUM BLADE ADAPTER O O -- 0.050° ` 0 „< UNIMATE TYP - P' 1 4,1.250"A' ;f.IL 90° END SLAT g" n $' SHALL VERIFY THE ADEQUACY OF THE OUSTING STRUCTURE TO WITHSTAND °dT SUPERIMPOSED LOADS. 6. ALL ALUMINUM ORRUSIONS SHALL BE 6063-76 ALLOY &TEMPER, U.N.O. 7. AU. POLYCARBONATE COMPONENTS SHALL BE FABRICATED FROM 100% zz 'LBXAN° POLYMER (BY SANNGINNOVA77YEPL4S77C5) APPROVED FOR OUTDOOR USE WITHIN THE HVH2. SCALE: 13 = SCALE 1:3 ii SCALE: L•3 - - � ^,\ j -. 80.143' oD60" TYP 0.060° TTYP143° / G+ 1' 8' 8. SHUTTERS SHALL HAVE A MINIMUM OF ONE LOCK LOCATED WITHIN 18° MID- SPAN (MEASURED VERTICALLY) AT ANY HORIZONTAL LOCATION, AND SHALL BE ENGAGEDDOWITH SHIN IcR IN 'CLOSED" POTION TO PROVIDE HURRICANE 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY WEED WITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE -NOTED BUSDEIG CODE, AS WELL AS THE FOLLOWING: STORMWISE PRODUCTION, INC. OPA -WCKA, FLORIDA MIAPQ -DADE PRODUCT CONTROL APPROVED a F _ j-� '}�'' - J z .- . r� �d -• y �_J -'1c O.L. ° 1 , ° (A CENTERMATE 1 CENTERMATE 2 ii i SCALE: 13 SCALE: 1.3 - 80.143° ' 10. HEAD & SILL DETAOS MAY 6518768 HANGED WHERE NOTED IN / MOUNTING SECTIONS TO FTT4'IEID CONDITIONS. L ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEE, BOTTOM TRACK - ' r - LOCK SHALL BE LOCATED ALT LOCK ,.18' OF MID -SPAN, :•‘-'s 0.060° TYP Ohre TYP r`-' .. R0.255" - -. - .� `�' 80:1 Y <. ,..�` 80.255° _ p'Q :51. OR STAINLESS STEEL WITH A MINU4JM TENSILE YIELD STRENGTH OF 60 KSL ALL - LOCATION HERE ALONG AT END HOR72 xw>�a..bzm 16°0 POP RIVETS SHALL BE 5052 -132 ALUMINUM ALLOY OR STRONGIR. 12. OPTIONAL: STUTTER BLADES MAY BE STACKED (Le. HOD IN OPEN POSITION) USING ANY COMBINATION OF THE FOLLOWING METHODS: • ALUMINUM °STACKJ.00KING CLIP° (PART #26) 1 'TYPICAL, ELEVATION $ ni 0.060° I TYP - r r qq�� l' �- - _3 e• OA60° -I'F° .+ ,Fi, f. TYP j, ry • N.T.S. EREV 'IL ` -` _- • PLASTIC CLIP PLACED IN TRACK (HEAD 8/OR SILL.) • PULL-OUT CLEVIS PIN INSERTED INTO TRACK (HEAD NOR SILL) • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) 13. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. ,k- 1.891 ° - 2.101° ALT CENTERMATE 1 ALT CENTEWMA7E 2 O O SCALE: 13 SCALE: 13 aazD° TRACK COMPONENTS ASSEMBLY COMP_ ONENTS ':-- 0.097' OD76° L___ ..may �`- Lam° y y 1.090" .I •I 0.600° OA55` 3.000°_ '' ooi '�`a6 0.050' .. 0 0 80.160" MIN 1W STORMWISE PRODUCTION, Inc. 13015 NW 45 AVE OPA LOCKA, R 33054 - 1'840° .I 4� . ..: \ / L�.�._..Jf \ __..��` P 'SIP MIN I 'Ir l _ �, - 0.076° OA76° 0.055" OD55" ' ■ �..-, �c I In 0 ,n, -1c- .�2° TYP 0.724° I. SCREWS 0.055' �� ��II" I ' 4'1� WI #10 HEAD ^H ,IPRODIIC7'RBTH� 0.055' '_ o.oss° 1.500° r.... (410 HT SS) o.sr TYP L890' ���ITTT �L�� WALL TRACK alum TRACK ADJUSTABLE SILL TOP ' � RECESSED SILL TRACK � •NYINLESS O SCALE: 13 SCALE: 13 ( 1,.,^0.^___ 17 O 0 SCALE I:3 'r TEE • STAINL�S &RIV Y 8u d1n8CadwBh llm F[oaW CARW�E &RIVETS TYP Zpy tNOkLd41145'.2 O ROLLER ASSEMBLY O #10 KNUCKLE sawn ni / 0.125° 2.420 T ' 0.0Ss' TYP L475° 0.507 0.0 1 .1.2so' I. SCALE: 13 SCALE: 13 / / 4*- 0.204° .,: : a� -.. ,� �: ,. , ,,, ' -0230° 0204 0.500' uaAw�,cMINIM HTS.490030 0.076° ni I� 0.136° ,�` as 1ais° 0.230" 4*- 0.230° 0.485" Q�aalis° 47 0.9 1057 v �` -1076" 115° 0.34 oI ��a37s° Xi�Y Doss°- �, �` 1 a. (1.17-5" TYP SHEET • y if. S2 g was . 1 0.05.5" -.4 j .1`'L533,4 - 0.097°. i, J 7 _.. . ,,... AORATABLESIE ADJUSTABLE SAL .'---- L000"TOS.00W --,r BUILOWJT WALL •.:.• - O 14 co O �21� e� \° � ° 1:3TRACK SCALE SCALE: 1:3�n SCALE: 13 `--+ SCALE: 13 LOCKS & ACCESSORIES HOOK LOCKING ARM SCALE: £3 1.400' 0.050" 0.188' 0.376° 0 HOOK LOCIONG ARM BUSHING SCALE: 1:3 NYLON 0.07 8' 0.781' TYP 0 HANDLE (OPTIONAL SCALE: 1:3 ,�– 2.373" —' 0.070° TYP - -� 80.306° OFTIONM. LOCKING ROD (0.50°4 x 12° PEN, WITH V TAP6t) OPrtaNAL LoaaNG Roo (0.50°0 x12° MIN, OPTIONAL HANDLE • WITH 1 °TAPER) AT LOCK LOCATION OPTIONAL HANDLE KEYED CYLINDER OR AT LOCK LOCATION THUMB -TURN (EGRESS) °CL'NThK KKK S' OR °ALT CENTERMAT6" KEYED CYLINDER OR THUMB-TURN (EGRESS) EEXTERIOR L- HANDLE LOCK . SCALE: 1.3 HORIZ SECTION 6 j UNIMATE + PUSH - BUTTON 2 ' SALE 13 HOLM SECTION Os. , i `l ! . ,�: N © If ILIFiiiaAl t' °CEVTERMA7t3' OR !i-Ls'!�ii °ALT L !EPMATES' CD2 INTERIOR L- HANDLE LOCK SALE 1:3 HORIZ SECTION HORIZONTAL SECTIONS ANY ANCHOR FROM ANCHOR SCHEDULES AT 24' 0.0 MAX WHERE NO POLYCARB BLADES ARE INCLUDED IN SHUTTER. REF 'ALL ALUM BLADES° SPAN SCHEDULE 100° �} SHUTTER ASSEMBLY WITH ALUMINUM BLADES 2 SCALE: 1:3 HORIZ SECTION ANY ANCHOR FROM ANCHOR SCHE3AT24 °0.0 ANY ANCHOR FROM ANCHOR SHED AT 24° 0.0 ANY ANCHOR FROM ANCHOR SCHEDULES AT 24" MC. 614° MAX POLYCARB & ALUM BLADES MAY BE COMBINED (REF ' POLYCARB BLADE° SPAN SCHEDULE) MIN (1) LOCK PER SHUTTER (SEE °PITONS „if THISS 100° MAX 0 2 33 SHUTTER ASSEMBLY WITH POLYCARB BLADES SCALE: 13 HORIZ SECTION UNIMATE + CLEVIS PIN ( UNIMATE + THUMBSCREW 2 SCLLE 13 HORIZ SECTION l 2J SCALE: 13 HORIZ SECTION ALUM CLOSURE ANGLE WITH MAX DIMENSIONS: .1°x1°x0.055' • 1°x2"10.055' .1i�xa0� • 2"14°x0.055° .2"x5°x0.125° #io SI45 OR 3ie° POP RIVETS AT 18° O.0 PRODUCT REVISED as Band Code PHodda Aca:Pmmre No 0 23 E*Pi Ono 2016 MiamiDiC • SPECIAL INSTALLATION OPTIONS: (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SLUED) APPLICABLE TO ALUM AP1D POLYCARB BLADES (3) SSMS0R3/ /16 ALVUM�POP RWEJS EACH ANGLE TO TUBE (2) 1°x2°x0.125' (MIN) 6063 -T6 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE #10x%'4 GAI.V OR SS. SAS, 3/16° ALUM POP RIVETS, OR Y° -20 THRUBOLTS AT 24° Q.C. V•20 BOLT & NUT AT 24° 0.0 STUD & TRUSS /RAFTER MOUNTING CONDITIONS: (x2) EXISTING STRUCRIRE CORNER 2°:CPx0.125° 6063 -T6 ALUMINUM TUBE AT CORNER ALT: ANY LOCKING CENTERMATE AT CORNER EXISTING STRUCTURE (OUTSIDE C 0RNER) x-20 BOLT & NUT AT 24° Q.C. Y4-20 BOLT & NUT AT 24° 0.C. DUSTING WOOD TRUSSES OR RAFTERS AT 29° ac. MAX (G •0.55 MIN) PLATE TO EACH RAFTER WRH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: 214 WOOD SCREW (2° mw EMBED) 4 1/4° TAPC0N (PV MIN EM®) We MIN SPACING (TYPICAL) CORNER CLOSURE WITH POST E. SCALE: 1:3 HORIZ SECTION BUSTING STRUCTURE CORNER) STRUCTURE /(STRAIGHT) CDFLOATING STACK OPTIONS SCALE 1:3 HORIZ SECTION REF GLASS SEPARATION SCHECUIE ANCHOR QUANTITY PER RAFTER 0.125° OR 0.250° THICK AWN %ATE (WIDTH TO AC DOMMODATE ANCHOR QUANTITIES PER TABLE ABOVE) TRACK TO PLATE WITH #14 A•t5 BETWEEN RAFTERS AT SPACING BELOW: • TO Fe PLATE 5° O.C. MAX • TO Ye PLATE: 10° 0.C. MAX MAX SHUTTER SPAN PER SPAN SCHEDULE HEAD ONLYI 7 TRUSS -MOUNT CEILING TRACK 1.31 SCALE: 4° = 1' -0" MOUNTING SECTION BLOCKING TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: CORNER CLOSURE WITH z CENTERMATES (NO POST) � I SCALE: 13 Nom ANY FLOOR TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS REMOVABLE TRACK MUST BE INSTALLED FOR HUIRRICIWE PROTECTION ANCHORS FOR WALL MOUNT CONDITIONS ALT: ANCHORS FOR TRAPPED CONDITIONS �2•m2" FIXED TRACK AT SLAT in ° to z° STACKING LOCATIONS (LENGTH MAY VARY) 1001 Ra4oVALIE AHN(HOP.S FIXED ANCHORS C 3 FLOOR TRACK SCALE: MTS. PLAN VIEW 914 WOOD SCREW TAPCON STUD SPACING 16° etc. 24° 0.0 2 PER STUD 2 PER STUD 3 PER STUD 2 PER STUD ANY WALL TRACK (HEAD OR SILL, INCLUDING BUUDOLR) TRACK TO BUCKING PERSCHE) BELOW: TO ALUM BLOQONG` • #14 SMS AT 5° 0.C. MAX • *20 BOLTS AT 12° O.C. MAX TO WOOD BLOCKING: • #14 SMS AT 7° 0.C. MAX • YeTAPCNSAT7" 0.CMAX BLURRING MEMBER OPTIONS: • 1°x3°xye° OR 1°x45d/¢° ALUMINUM TUBE • 2x4 OR 2x6 WOOD MEMBER (G =0.55 MIN) ANCHOR TYPE & SPACING PER ANCHOR SO1ED, MIN (2) ANCHORS SEGEMENT NOTE: ANY TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FORAPICHOR REQUIREMENTS ° to 2' SPUR JOINT to 2' ANY TRAIL SHOWN HEREIN (HEAD OR SILL), SEGMENTED TO FIT CURVE TACK WELD AT EACH SEAM BETWEEN TRACK SEGMENTS FIRST TRACK ANCHORS AT SPLICE /EXISTING WOOD STUDS AT 16° OR 24" o.C. MAX (G=0.55 MIN) REF WALL TRACK MOUNTING DETAILS FOR GOVERNING SPAN SCHEDULE STUD WALL MOUNT TYP HEAD & SILL (SAL SHOWN) 3 SCALE: 4° = 1. -0° MOUNTING SECTION NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES TYP HEAD & SILL • PRODUCT REVISED es aPNxRgplying With the Florida Buildi Cods Acceptance No o 23 Ex., . :��:.�, Date o, • LL_! (,pMh.9 PLAN VIEW Q3 SPLICED TRACK SCALE N.TS. d n . pea #• -a1«00 a 81 Eg PLAN VIEW DRAWING NUMBER: HTS.090030 SHEET 3r 7 EXISTING HOST STRUCTURE CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING Al r1° TYP HEAD Lam- & SILL R¢� � I�� i SEPARATION MOUNTING EXISTING HOST STRUCTURE ALUM B.O. TUBE o � REFERENCE GASS E WWI SEPARATION SCHEDULE CONN TYPE C3 REF ANCHOR SOLED FOR TYPE & SPAONG TYP HEAD &SILL MAx REF GLASS SEPARATION SCHEDULE al El BUILDOUT 2x2 + WALL TRACK SCALE: 4" = 1'4' - MOUNTING SECTION REFERENCE GLASS SEPARATION SCHEDULE 2929@.856° ALUM B.O. TUB 1 I 1 �rl SILL ONLY I /1 EXISTING HOST STRUCTURE CONN TYPE Ci REF ANCHOR SCHED FOR TYPE & SPACING EMS / L EISTING HOST G SECTION Xi° POP RIVETS OR 912 5M5 AT 6° 0.G (FRONT & BACK) REF GLASS /- SEPARATION SCHEDIRE REF GLASS SEPHEDUIWt 61 SCHEDULE I SILL ONLY I CONN TYPE C3 REF ANCHOR SCHEE) FOR TYPE & SPACING BUILDOUT 2x2 + WALL SILL TRACK SCALE: 4° = 1'-0° MOUNTING SECTION Y POP RIVETS OR 912 5M5 AT 6" 0.C. (FRONT & BACK) REF GLASS SEPARATION SCHEDULE I IC r ,I N N Ii -� r 4 1 9 E9 V4 MAX SIl-ONLY I 1x1' 6.125' ALUM ANGLE CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPAONG I SILL ONLY I CONN TYPE CS REF ANCHOR SCHED FOR TYPE & SPACING I SILL ONLY I -ANY ANCHOR FROM ANCHOR SOLED AT 12° O.C... -. STRUCTURE EDGE DLST air 4q °W x 1Y4 °D GROOVE INTO EXISTING HOST STRUCTURE TO FIT RECESSED TRACK 4 Q RECESSED SILL TRACK SCALE: 4° = 1'=0° MOUNTINGSECIION 5O' POP RIVETS OR 912 S45 AT 6° 0.C. (FROM & &ACK) REF GASS /-- SEPARATION SCHEDULE SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRES81JP9S AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE 15 APPLICABLE TO ONLYTH= COMBINATIONS OF MOUNTING CONDTrIONS SHOWN IN THIS SECTION. 3, WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE L65ER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN, REF Gass SEPARATION/ SCHEDULE I SILL ONLY ANY ANCHOR mom ANCHOR SOLED IN PAILS AT 24" O.C. (OR STAGGER) EXISTING 1105T STRICTURE CUT 3,4'W x 13°D GROOVE INTO EXISTING HOST STRICTURE TO FIT RECESSED TRACK RECESSED SILL TRACK (ALT) SCALE: 4° = 1'-0° MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS DETAILS &% 8.968 5'68 ALLOWABLE DESIGN WIND PARE ALL ALIGN MACES POLYCARB M.ADE5 4'-0° *170.0 PSF +1328 / -144.0 PSF 4'4° *162.7 PSI. +118.0 / -128.0 PSF 5-0° *146.4 PSI. +106.2 / -115.2 PSF 5,6° *133.1 PSF +96.6 / -104.7 PSF 6'0" *122.0 PSF +885 / -96.8 PSF 6'.4° *115.6 PSI. + 83.9 / -90.9 PSF 6'-8° *109.0 PSF +79.7 / -86.4 PSF 7-0° *104.6 PSF + 753 / - 823 PSF 7.4° * 998 PS' +7x4 / -78.5 PSF 7-8° * 95.5 PSF +693 / - 75.1 PSF 8,0° * 91.4 PSF +66.4 / - 72.0 PSF 8'-4° * 87.8 P9' 8'-8° * 84.5 PSF 9'-6" * 813 PSF 9'-4° * 78.4 PSF 9'-e° * 757 PSF 16'-0' * 73.2 Mal 10'-4° * 70.8 PSF 10'-8° * 68.66 PSF 11'-0° * 669 PSF 11'4° * 64.0 PSF 11'-8° * 61.3 PSF 12'4° - * 548 PSF - . - - -- 12'4° *49.1. PSF ..- . 1E-8° * 44.1 P9' 13.0' * 39.8 PSI. 154° * 35.9 PSF 13'-8° * 329 PSF 14-0° * 29.6 PSI. 144° * 26.9 PSF 14.6° * 24.5 PSF 19-0' * 22.4 PSF I SILL ONLY I CONN TYPE C4 REF ANCHOR SOLED FOR TYPE & SPACDNG EXISTING HOST STRUCTURE EXISTING HOST STRICTURE DUSTING HOST STRUCTURE ADJUSTABLE SILL TRACK g (1x1 ANGLE ANCHORAGE) 4 SCALE: 4° = 1'-0" MOUNTING 5 WALKOVER SILL TRACK PRODUCT REVISED as emptying witht&01'306Nda Buildieg Code AoocptoncoNo /O.. E pir Date By Miami ..:.,..:/1212. Coelr0l c 2 23 W ' Ply 3 zaza°.ewaomw SCALE: 4° = 1'-0° MOUNTING SECTION • LEG DIRECTION MAY BE REVERSED (USE APPROPRIATE CONN TYPE) CONN TYPE C2 (REVERSED LEG DIR) • REF ANCHOR SC11ED FOR TYPE & SPACING CONN TYPE C1 REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD & 501 1 BUILDOUT WALL TRACK S SCALE: 4" =1.0° MOUNTING SECTION REF GLASS SEPARATION 1' SCHEDULE Ip ff 1 Will or 1 m_ L. ALUMINUM BLADES ONLY MAX #14 SMS AT 12° 0.0 SELL ONLY 255°80250' ALUM ANGLE EQ CONN TYPE CS REF AN040RSC01ED FOR TYPE &590090 DUST EXISTING HOST STRUCTURE BUILDUP 2x5 (HEAVY) 0 5 3 + CEILING TRACK SCALE: 4° = 1'-0' MOUNTING SECTION r!° *20 BOLT &NUT AT 12° O.C. 1, REFERENCE °455 SEPARATION SCHEDULE BUILDOUT 2x5 (STANDARD) 2 + CEILING TRACK SCALE: 4° =1'-0" MOUNTING SECTION • SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DEIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE C(MNBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. • SPAN SCHEDULE 2 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION �N BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES ALL ALUM BLADES POLYCARB BLADES 4'-0° *141.0 PSI: +132.8 / -144.0 PSF 4'-6° . *126.0 PSF +118.0 / -128.0 PSI: ' 9.0°. - - *115:2 PSF +10021 -- 115.2 --PST 5-6° *104.7 PSF +96.6 / -104.7 PSF 6-0° * 96.0 99F + 885 / - 96.0 PSF 6'-4° * 90.9 PSF + 83.9 / - 90.9 ME 8'-8" * 86.4 MP + 79.7 1 -86.4 PSF 7.0" * 823 P9' + 759 / - 823 ASP 74° * 785 PSI+ + 724 1- 783 ME 7-8" * 75.1 PSF + 693 1 - 75.1 MP 8' -0' * 724 PSF +66.9 / - 724 MP 8'-4" * 66.4 PSI: * 552 PE 8'-8° 6 61.3 PSP 10'-4° 9'-0° * 56.9 PSF 10-8° i * 475 PSF 9'-4° *52.9 PSF * 97.4 PSF 9'•8° * 49.3 PSF 11'-8' 10-0° * 46.1 ME 15-0° * 9L6 P9 10'-4' * 432 PSF * 405 95P 10'4' * 405 MP 15-0° j 11'-O' * 38.1 99E 135-4' I * 35.9 95F 19.4" * 35.9 ASP * 325 PSF 11'•8" * 33.9 PSF 14'-4 1 12'-0° * 32.0 PSF 14-9' I *245 PSI' 12'-4" * 30.3 P9' *224 PSF 15-8° * 28.7 MP 13'-0° * 273 P9 13'-4° * 25.9 MP 13'-8° * 24.7 P9' 14'-0° t* 23.5 P9' 14'•4° * 224 MP 14'$° * 21.4 998 19-0° * 20.5 PSF 9RSTING HOST \STRUCTURE LEG DIRECTION MAYBE REVERSED (USE APPROPRIATE CONN TYPE) CONK TYPE C1 (REVERSED LEG DIM) REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE 01 REF ANCHOR SCHED FOR TYPE & SPACING rd° V4-20 BOLT & NUT AT (2) 2"85'x0.125° ALUM ANGLES �. REFERENCE (41ASS SEPARATION SCHEDULE 1YP HEAD & SILL 1/4* MAX BUILDOUT 2x5 (2x STANDARD) O+ CEILING TRACK SCALE: 4 = 1'-0° MOUNTING SECTION EXISTING HOST STRUCTURE v r° G °4 I V420ALT 1 &NUT AT 12° 0.0 1"11.611111 LEG DIRECTION MAYBE REVERSED (USE APPROPRIATE CONN TYPE) C094914 E a (REVERSED LEG DIR) REF ANCHOR SCHED FOR TYPE &SPACING CONN TYPE Cl REF ANCHOR SCHED FOR TYPE &SPACING TYP HEAD' &SILL Y4 MAX 2585581.250° ALUM ANGLE REFERENCE GLASS SEPARATION SCHEDULE BUILDOUT 2x5 (HEAVY)_ 55 + CEILING TRACK 5 SCALE 4" = 1'-0° MOUNTING SECTION PRODUCT REVISED as complying with the Floald7 Building Code No Date SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECT0E SPAN. 2. THIS SCHEDULE I5 APPLICABLE 10 1 ONLY THOSE COMBINATIONS OF MOUNTS* 4 4 =ONIONS SHOWN IN THISSECRON. 3. WHERE THESE MOUNTING COMMONS ARE (X 8.1015 D WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIG PI PREP AND SPAN SHALL GOVERN. SPAN SCHEDULE 3 APPLICABLE TO ALL MOUNTING CONDITIONS ON THUS SHEET BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4•-0° *149.0 PSF +132.8 / -1444 PSF 4'•6" *128.0 PSF +118.0 / -128.0 PSF 94" *115.2 P5F +106.21 -1152 PSF 5'-0° *104. PSF +96.0.1. -1042 PSF 6-0° * 96.0 P9= + 68.5 / - 964 PSF 6-4" '' * 90.9 959 + 83.9 1 - 90.9 PSF 648° * 86.4 P9: + 7 9 . 7 1 - 8 0 . 4 P 9 1 ' 7-0° i * 82.3 ME + 753 / - 82.3 PSF 7-4° * 785. PS, + 72.4 1- 78.5 PSF 7.8" ' * 75.1 PSF + 693 1 - 75.1 PSF 6-0" * 72.0 PSF + 66.4 / . 72.0 PSI' 9-4"" * 68.1 PSF 8-8" * 645 95F 9'41° * 611 PSF 9-4° * 58.0 PSF 7-8" I * 552 PE 10-0° * 525 909 10'-4° * 49.9 P9' 10-8° i * 475 PSF 11'-0° i * 97.4 PSF 11'-4' * 44.0 MP 11'-8' * 42.8 P9' 15-0° * 9L6 P9 15.4' * 405 95P 12'-8" * 39.9 P9' 15-0° j * 38.4 PSF 135-4' I * 35.9 95F 13 -8° I * 325 PSF 14'-0" I * 29.6 PSF 14'-4 1 * 26.9 ME 14-9' I *245 PSI' 15-0" I *224 PSF LEG DIRECTION (ONE OR 80711) MAY BE REVERSED (USE MOST CRTRCAI. CONK TYPE) CONN TYPE C3 (REVERSED LEG DM) REF ANCHOR SUM FOR TYPE &SPACING (NOT TO EXCEED 6° O.C. MAX) CONK TYPE CL. REF ANCHOR S01ED FOR TYPE &SPACING (NOT TO EXCEED 6° O.0 Ma) E705T1NG HOST STRUC1I.E PADS OF 14-20 BOLTS WI1N aura OR 6145M5 AT12"O.C. 14-20 BOLT & NUT AT 12' 0.0 OVERLAP (2) 2°x5"x0.125" ALUM ANGLES OR (1) 25(5'x0250" TYP HEAD &SOU SUPPORT BEAM AT SHUTTER END 91357118 HOST STRUCTURE REF 'BEAM AN0$0RSCHEDULE° FOR ANCHOR TYPES 6 QUANTITIES (TOTAL OF 411(1095 IN BOTH ANGLES AT EACH OCPWECTION) (3)Y4-20 1301-13 6 NUTS PER CONNECTION (1) 2'255N.125" ALUM ANGLE REFERENCE GLASS SEPARATION SCHEDULE DOUBLE BUILDOUT 2x5 01 6 + WALL TRACK SCALE' 4° =1' -0' MOUNTING SECTION SPAN SCHEDULE 4 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION BLADE SPAN ALLOWABLE DESIGN 49060 PREP AU. ALUM BLADES POLYCARB BLADES 4'-0° *150.0 PSF +132.8 / -144.0 P5F 4'-6° *133.3 PSF +118.0 / -128.0 P5F 5-0' 3120.0 PS. B 'S-6' *1.09.1 PSF- +96.6 / -104.7 PSF 6'-17 3100.0 009 + 865 / - 96.0 PEE 6'4° 694.7 PSF +83.9! -90.9 PSF 6-8° * 90.0 PSF + 79.7 1 - 86.4 PSF 7'-0° 3 85.7 PSF + 75.9 / - 823 PSF 74° 3 81.8 PSF + 72.4 1 - 78.5 P5F 74° 378.3 ASP +699 / -7E1 PSF Bb° * 75.0 PSF + 66.4 / - 72.0 PSF 8'4° * 69.1 ASP 146 94' * 63.9 PSF 104 9'-0" 3 593 PSF 122 9'4' 3 55.1 PSF 122 9.8' 351.4 PSF 122 10'-3' 3 49.o PSF 104 10'-4° x 45.0 I SE 122 10'-8' * 42.2 PSF 91 11'-0' * 397 PSF 78 11 "4° * 37.4 PSF 91 11'-8" * 353 ASE 91 12'-0° 3 33.3 PSF 91 12'4° 331.6 ISF IO FT 12'-8° t 29,9 ASP 73 13'-0° 3 28.4 ASP 73 13"4' * 27.0 ASP 62 13'-8° 3 25.7 PSF 73 14'-0° * 24.5 PSF 73 14.4° * 23.4 AV 52 14'4° 6 22.3 PSF 55 15.0° 3 21.3 PSF 55 1/4-21 BOLT 6 NUT AT 12' 0.0 TYP HEAD & SILL REP "BEAM 1» DESIGN SOIEO' LEG 019961109 '" ;( "4' ; MOUNTING G =CII04 OF EITHER 4-401 \ ANGLE MAY BE REVERSED '1 (NOTE ALT ANCHOR LOCATION) (TYPICAL ALL SPAN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EA01 RESPECTIVE SPAN. 2. THIS SCHEDULE I5 APPLICABLE TO ONLY THOSE - COMBINATIONS OF MOUNTING CONDITIOPSS-10109 IN 18459 SECTION. -3. WHERE THESE MOUNTP3-CONDITIONS- ARE COMBINED WITH OTHERS MOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. st e4m : °e. y � ADJUSTABLE SILL TRACX X E PER MOUNTING SECI70N �g1 EXISTING HOST STRUCTURE 0 22 SUPPORT BEAM AT SHUTTER ENDS l 66 SCALE 4° - 1'-0" MOUNTING SECTION (3)'14-20 BOLTS & NUTS PER CONNECTION REF °BEAM ANCHORSOIEDULE' FOR ANCHOR TYPES & QUANTITIES (TOTAL OF 491010RS IN BOTH ANGLES AT EACH CONNECTION) SILL ONLY REF 'BEAM 'BEAM DESTG V SCHED° 944-10 Ut111 & NUT - AT 12" 0.0 BEAM ANCHOR SCHEDULE BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (L£ TOTAL QUANTITY AT EACH BEAM END). 2. ANCHORS SHALL BE DSTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH COMV961T0N. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH 34' MIN EDGE DISTANCE TO END OF ANGLE -BEAM DESIGN SCHEDULE 901EDUts GIVES MAXIMUM AU.ON/ABLE DESIGN PRESSURE IN LB/FR (PSF) 1/4°17W TAPCONS TO 1E (3192 psl NW) 1 -3/4° MIN EMBED 2-1/2' MINE= 015T 3° MIN SPACING 1/4-20 ALL POINTS SOISD -SET 4-o COAYRET3 (3000 901 7/8' MIN 914 3' MIN EDGE D159 3' MIN SPACING 1/4° VWTAPCONS TO !/CLWW (1500 p914191) 1 -3/4" MW 998E0 2 -1/2' MIN DTS1' 3' MN SPACING - 1/4-20 ALL POINTS SO{7D- 98T5049690N 29ACK (1&10 ps MI) - 7/8° MIN EMBED 3' MIN EDGE DST 3° MIN SPACING 014 SCREWS TO WOAD (G*0.55 MINT 2° MIN EMBED 3/4" MIN EDGE DISH 3° MIN SPACING A 27806099 2 PER CONN 4 PER CONN 2PER CONN 2 PER CCNN B 2PER CONN 2 PER CONN 67800266 4PER CONN 478060915 C 4 PER CONN 4 PER OONN 9 PER CONN 4PER CONN 4PER CONN D 4PER CONN 4PER CONN --- N /A - -- 6 PER COWL 8PERCONN BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (L£ TOTAL QUANTITY AT EACH BEAM END). 2. ANCHORS SHALL BE DSTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH COMV961T0N. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH 34' MIN EDGE DISTANCE TO END OF ANGLE -BEAM DESIGN SCHEDULE 901EDUts GIVES MAXIMUM AU.ON/ABLE DESIGN PRESSURE IN LB/FR (PSF) REFER 70 SPAN SCHEDULES FOR MAX ALLOW ABL 59RlTERSPANSAADPRE.SSIRES BEAM DESIGN SCHEDULE NOTES: L SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE 11MITEDEW TO THOSE PROVIDE) IN APPROPRIATE SPAN SCHED1LE(5). Mien I'RO0ICP REVISED s svBh0le Novi& A850718819Na O- 8141 • Data 0:7 &LWtt T., a 4 H TS.09003o SHEET 6�/ 7 1 ' ' 2x3")24° 811461 .25c5•44" BEAM 2.48'x1¢° SAM 27:94' VAN CONNECTION A B TYPE C D O3NNECION A B 7YPEC06NECIWN C D CONNECTION A B TYPE C D AB TYPE CD v 5 FI 125 146. 146 146 125 146 146 146 125 -146 146 148 125 146 146 146 6 FT 104 122 122 122 104 122 122 122 104 122 122 122 104 122 122 122 8 F 78 91 91 91 78 91 91 91 78 91 91 91 78 91 91 91 IO FT 62 73 73 73 62 73 73 73 62 73 73 73 62 73 73 73 12 Fr 52 55 55 55 52 55 55 55 52 55 55 55 52 55 55 55 t 5 Fr 100 140 140 141) 100 146 146 146 100 146 146 148 100 146 146 146 6 FT 83 117 117 117 83 132 122 122 83 122 122 122 83 122 122 122 897 62 88 88 as 62 91 91 91 62 91 91 91 62 91 91 91 10 FT 50 70 70 70 SO 73 73 73 50 73 73 73 50 73 73 73 12 FT 42 55 55 55 42 55 55 55 42 55 55 55 42 55 55 55 t 5 FT 81 81 81 81 83 128 146 146 83 128 146 146 83 128 145 146 6 FT 68 68 68 68 69 107 122 122 69 107 122 122 69 107 122 122 8 FT 51 51 51 51 52 80 91 91 52 80 91 91 52 80 91 91 10 FT 41 41 41 41 42 64 73 73 42 64 73 73 42 64 73 73 12 79 34 34 34 34 35 53 -55 55 35 53 55 55 35 53 55 55 t 5 FT 51 51 51 51 71 110 142 146 71 110 142 146 71 110 142 146 6 F 43 4 3 43 43 59 91 1 - -- 122 59 91 1 - -- 122 59 91 1 - -- 122 8 FT 32 32 32 32 45 69 89 91 45 69 89 91 45 69 89 91 10 FT 26 28 26 26 36 55 71 73 36 55 71 73 36 55 71 73 12 FT 21 21 21 21 30 46 55 55 30 46 55 55 30 46 55 55 t 5 FT 34 34 34 34 62 96 122 122 62 96 125 146 62 96 125 146 6 FT 29 29 29 29 52 80 101 101 52 99 104 122 52 80 104 122 8 ET 21 21 21 2Y 39 60 76 76 39 60 78 91 39 60- 78 91 OFT - 31 -.. --48 id . _ 51- 31 -- 12 73 -_ _ 31- 40- - 62- 73 1.2 FT -_. . _ _ ... .. _ 26 40 51 51 26 90 S $ 26 40 52 55 t m 5 FT 24 24 24 24 55 85 85 85 55 85 111 146 55 85 111 146 6FT 10 20 20 21 46 71 71 71 46 71 92 122 46 71 92 122 8FT --- -_- -.- --- 3S 53 53 53 35 53 69 91 35 53 69 91 10 F r --- -_- - -- - -- 28 43 43 43 28 43 55 73 28 43 55 73 12 F T -_- --- - -- - -- 23 36 36 36 23 36 46 55 23 38 46 55 ._ 5 F --- --- --- --- 50 62 62 62 50 77 100 146 50 77 100 146 6 F __. ._. ___ .._ 42 52 52 52 42 64 83 122 4Z 64 83 122 8 F __. __. .._ _._ 31 39 39 39 31 48 62 91 31 48 62 91 10 FI --- --- - -- - -- 25 31 31 31 25 38 50 73 25 38 50 73 12 F T --- --- --- --- 21 26 26 26 21 32 42 55 21 22 42 55 36 36 36 36 42 64 83 172 42 64 83 138 30 30 30 30 35 53 69 102 35 53 69 115 8 F --- ._. - - - - - _ 23 23 23 23 26 40 52 76 26 40 52 86 10 F r - -- --- --- --- •-- --- --- --- 21 32 42 61 21 32 42 69 1 2 Fr - - - - - - - - - - - - - - - - - - - - - - - - - - -2 7 35 5 1 . -- 27 35 55 5 F --- --- --- --- 23 23 23 23 36 55 71 82 36 55 71 101 6Fr - -- -_- - -• --- --- - -- - -- - -- 30 46 59 68 30 46 59 84 8FT ... ... ... ... ... ... ... ... 22 34 45 51 22 34 45 63 10 FT - -- -• . . .. ... ... ... ... ... ... 27 36 41 _._ 27 36 51 12 Fr ___ ___ ___ ___ ___ ___ ___ ___ ___ 23 30 39 ' -. 23 30 42 REFER 70 SPAN SCHEDULES FOR MAX ALLOW ABL 59RlTERSPANSAADPRE.SSIRES BEAM DESIGN SCHEDULE NOTES: L SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE 11MITEDEW TO THOSE PROVIDE) IN APPROPRIATE SPAN SCHED1LE(5). Mien I'RO0ICP REVISED s svBh0le Novi& A850718819Na O- 8141 • Data 0:7 &LWtt T., a 4 H TS.09003o SHEET 6�/ 7 1 ANCHOR SCHEDULES: 2 8 ANCHOR 505183 UP TO 8.0" GOWN TYPE C1 f2 C3 C4 CS SPANS 11P TO 8'-e" CONN TYPE 51 C2 C3 C4 CS SPANS UP TO 15`-0" CONN TYPE Cl C2 C3 C4 53 9 3701 rAPCOR (ATI) MIN EMBED: 1.77 MIN EDGE DIST: 3° IS EMBED: 1.7 " MIN EKED: 1.75° MIN EDGE DIST:25° 45 S7 73 124° 124° 120' 12.0" 124° 12.0" 12.0° 12.0° 120' 1274 112° 85 120° 120° 120° 12.0" 120" 120° 120° 124" 124° 120' 124" 8.7 7.4" 5r 120" 120° 7.3° 120° 120" 12.0° 120° 12.0° 12.0° 7.3° 65 65 5.3° 4.8" 6.3° 5.4° 48° 105 120° 12.0° 8.P 5r 7.3° 120° 12.0' 6.5° 47 5.4° 120° 128" 6.5" 48° 5.4° 170 57 105 170 120° 120° 120' 124° 12.0° 120" 6.5 120°112.0° 12.0° 12.0° 12.0° 120° 120° 120° 7.1" 113 5.6° 4.7 120° 10.1" 7.6° 5.1° 43° 5.4' 120' 120" 12.0' 6.6° 48° 120° 127 12.0° 127 120° 120' 120° 120° 120° 124" 115 115" 65" 12 117 7.0° 5.6° 5.6" 4.8° 5.4 12.0° 8.7 120° 120° 0' 6.6° 11.2" 12.0" 8.1.&8_1Z0'. 11,5 S,6" 43° 48° 120° 11.5" 43° 48° 120" 115° 124° 6,5° 5.6" 11.7 54° 55 4.8" 5.4° 4T 43° 43° 43° 43° 48° 4.8° 4.8° °/re" IT W TAPCON MAN EMBED: 225 MIN EDGE DIST: 3.125 45 Si 73 105 12.0" 120° 120° 120° 12.0° 12.0° 12.0° 124° 120' 12.0° 12.0• 11.8° 124° 12.0° 120° 8.8" 12.0" 120" 12.0° 11. 6' 120" 120° 127 120° 124° 120" 12.0° 120° 124" 120° 11.7 97 120' 113 8.8" 75 120° 120° 113 8.4" 120° 12.0" 12.0° 12.0" 120" 120" 124° 120° 107 92" 92° 9.2° 82° 9.9" 7.5" 75' 75° 8.4° 8.4 8.4 170 12.0° 120" 97 77 8.4' 12.0° 120° 9.7 75° 8.4° 120" 120" 9.2° 75° 8.4" e/e° ELCO W.TRACON MIN EM9D: 1.75° MIN EDGE DIST:7 12.0° 120° 120° 120° 120° 120' 12.0° 127 12.0° 120° 120" 12.0" 8.7 71° 8.7 57 12.0° 128° 125' 120" 120° 120' 12.0° 108° 120° 120° 120" 7.7" 65° 7.3• 73 120' 120° 124° 11.4° 12.0" 120" 1217 A7 7.6° 10.1° 120° 120° 7.7 65 73° 105 170 120" 120" 120' 124° 98" 7r 75 65 107 73° 120° 120° 120° 120' 7.7 65 73° 7.7 65 73° 120° 120° 12.0° 7.7 73° 12.0' 7,7 73° 33x20 ALL POINTS SDLE -SET MIN 914138): 0875" MIN EDGE DIST: 3° 57 73 105 12.0' 12.0° 120' 120' 120° 120° 127 127 120° 120° 12.0° 81° 120° 119° 9.0" 6.0° 120' 177 120" 79° 120° 127 1258 120° 120' 120' 120° 120° 12.0' 120' 81° 6.4" 102" 7.8" 5.7 12.7 120' 78° sr 12.0' 120° 120" 12.0° 120' 12.0° 120" 120° 7.2° 6.4° 6.4° 6.4° 5.6° 51° 5.1° 5.1° 67 57 57 5.7 170 12.0" 120' 6.4° 5.1" 5.7 120° 120° 6.4° 5.7 sr, 127 12.0° 6.4° 5.1° 5.7' I m POLYCARBBLADES CI. SPANS UP TO 6-0" C5 • 5l. SPANS4IP TO 74" CS SPANS UP TO 157-0" COOI7W6 C2 53 C4 CONN C2 TYPE C3 C4 CI -CONN C2 TYPE C3 C4 C9 21/2" #14 WOOD SCRBV MIN EM9013. 13 MIN EDGE NISI: 0.75 45 120° 127 127 5,7° 82° 12.0° 12.0" 9.9" 37 5.7" 83" 6.5' 3.1" 2.1° 24 57 120" 124° 12.0° 4.3° 5.7 11.4" 11.4° 55' 2.9" 4.5° 7.7 5.7' 2.7" 1.9" 2P 73 120° 127 7.3° 3.3" 5.0° 89° 73° 35° 22' 2.8° 77 57 27 19° 2.? 105 8.7 7.4° 37 2.2" 2.8° 73" 5.7° 2.7 19" 21° 7.7" 57 27" 19" 2.? 170 77 5.7" 2.7 1.9° 2.1° 7.7" 5r 27 1.9" 2.1° 7.7° 5.7" 2.7 1.9° 2.1° WOOD 1 Gao.ss 1 4l UN SCREW MIN EMBED: 1.7 MIN EDGE I)8" ,y0.75" ik- New 'I 45 120" 12.0' 12.7 6.4° 8.7 120° 12.0° 12.0° 43° 55 12.0° 10.9° 5.7 24 27 57 12.0° 120" 124" 4.9° 6.4° 120° 12.7 97 33° 4.4° 120° 9.5° 46" 2.2° 24° 73 12.0° 120° 12.0° 3.8° 5.0" 120° 120° 58° 2.6" 3.0' 120" 9.5° 48° 2.2" 24 105 120° 127 5.8" 2.6° 3.0" 12.0" 9.5° 4.6° 2.2° 24" 127 9.7 4.6° 2.2° 24° 170 127 9.5° 47 27 24° 12.7 93 48° 22' 2.4° 120° 93 4.6" 22° 24 54° °MASONRY SCREW RUN EMS: 13 MW EDGE D1ST: 0.77 45 177 127 12.0° 67 7.8° 127 12.0° 12.0" 4.7 54° 120" 107 4.8" . 23° 28° 57 127 129' 120" 4.8° 6.2" 12.0° 120° 8.6" 32° 43° 11.9° 8.8" 4.7 27 23° 73 120' 12.0° 11.2° 3.6° 4.8° 12.0" 11.4° 5.4° 25 2.9° 11.9° 8.8° 4.2" 27 23° 105 120° 117 . 5.4° 23" 27 119° 8.7 4.2° 21° 2.7 11.9° 8.8° 4.7 2.? 2.3° 170 ''. 117 88° 4.2" 2.1° 2.3° 119° 87 42° 2.7 23" 11.9' 8.8" 4.2" 2.1° 23° NOTE IFFIER TO SPAN SCHEDULES FOR MAXALLOWA8LESPANSANDPR UR£S ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT RECOMMENDATIONS 2M UM EMBEDMENT AND EDGE DISTANCE SFW.L 8E AS NOTED IN SPANS PRESSURES INDICATED IN SPAN SCHEDULE(S) SHALL APPLY. ANCHOR SCHEDULE. 6. WHERE HOST STRUCTURE S WORD FRAMING, VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT 1N10 PLYWOOD 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (°SIDEWAU(00LT') U.N.O. 8. * DESIGNATES REMOVABLE ANCHORS. 3, ENSURE MINIMUM 3/4" EDGE DISTANCE FOR ALL ANCHORS TO WOOD FRAMING (Le. ANCHOR SHALL BE LDURTED IN CENTER OF STUD 01505E FASTENED TO NARROW FACE OF NOMINAL 211 FRAMING). 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. a Vs° ITWTAPCOM 0415 EMBED: 1.27 MIN EDGE DIST: 25 ELCO ULTRACON MIN EMBED: 1.27 MIN EDGE DISC: 25 °/rs° 1701 TAPCON MIN EMS: 1.25° MIN EDGE DIST: 4 51 ' ELCO 111.TRAC0N MIN EMBED: 1.77 MIN EDGE DIM 3° 544-31/41.POI N15SOOD.SEr MIN DIEM 0877 MIN EDGE DIST: 3° 45 125' 12.0" 120" 6.7 10.0" 120° 12.0° 8.3° 39" 6.9° 69° 5.4° 57 12.0" 12.0" 120° 4.6° 79" 95 73 105 170 45 57 73 105 170 45 57 73 10.5 170 45 57 73 105 170 45 12.0" 107 107 6.1" 3.4° 61° 7.4° 7.4° 6.2" 6.4° 4.7 / /// / / / / / /// 31° 6.4° 6.4" 95° 4.6" 3.1 5.4° 6.4° 4r 4.7° ��� ®� 47 4.7° 120" 120° 12.0° 6.0' 10.6" 105 10.8' 120° 12.0° 118° 45 83° 85° 83 9.6° 9.6° 5.4" 3,4" 65 6.6° 55° 67 5.5° 57 4.7 I4/ / /%/AU4 Will r A/ / / / / /�m w. 120° 120° 12.0° 9.1" 120° 120° 11.1° 110° �i 120° 120° 12.7 6.8" 120" 120° 12.0' 6.2' 8r • F //% %N 120" 12.0° 8.1° 5,1° 9.8° 9.9' 8.2" 39° % /mm % / 99° 8739• / /W " /ZA�� �� 8.6' 63° / / / / /,. 0 �A�jfm ©© aiMV 120° 12.0" 12.0° 87 120" 324 12.0° 120" . 10.1' % 7 120° 126° 120° 6.7' 93° r 6.8° 4.9' 88° 108' 8.9" 92° 9.3' �;A �4 4,7 %_' __'i����A/m ���/VA 127 120" 10.6° 9.0° 9.3° 6.9° 12.0' 6.5 11.0' 120° 120° 117 12.7 12.07 120° 120° 7.4 127 120' 110" 5.3° 4.0' 49° 57 120° 12.0° 120° 84" 120' 12.0' 120° 93° 5.6° 95 120' 94° 4.6° 37 4.1" 73 12.0° 12.0° 120° 6.4 108° 120' 120° 5.9" 43" 5.6° 120° 9.7 4.6° 37 4.7 105 12.0' 12.0° 59° 43° 57 120' 9.6° 4.6° 17 41° 120° 9.6° 4.6" 37° 4.1° 170 120' 9.6° 4.6° 3.7 4.1° 120° 9.6° 4.6' 3.7 47 12.0° 9.6° 4.6" 3.7 4.1° NOTE: REFER TO SPAN SCY3'EbLKISFOR MAXALLOSVABLFSPANS ARV PRL ^ GLASS SEPARATION SCHEDULE GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM REQ'D SEPARATION FROM GLAZING. 2 SEPARATION S MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSEMBLY . REF MOUNTING SECTION DETAILS. 3. WHERE ANY POLYCAR8 BLADES ARE INCLUDED IN A PARTICIA.AR SHU1TER ASSEMBLY, USE GLASS SEPARATION UNDER "POLYCAR8 BLADES °. PRODUCTRUVISED as eomplyh:B whit Um Florida t :.,.. ., Date B 0/6 ALUMINUM BLADES ONLY POLYCARBBLADES (WITH OR WITHOUT ADM BLADES) BLADE POSCRVE AT ORBELO530 FT MORE THAN 30 FT AT OR BELOW 30 FT MORE THAN 30 FT SPAN PRESSURE ABOVE GRADE MOVE 09.0E ABOVE GRADE ABOVE MADE 45.0.PS3 27/8° 11/2° 21/2" 1318° 54.0 PSF 27/8° 1 1/2" 21%2" 13/8° 5'-0° 73.0 ESE 27/8° 11/7 21)2" 1357 105.0 PSF 27/8° 11re 21/2° 13/8" 146.4 PSF 2 7/8° 11/7 21/2° 13/8° 45.0 PSF 27/8° 15/8° 21/2" 11/2" 3 540 PSF 2 718° 15/8" 21/7 11/2° 73.0 PSF 2 7/8° 1518" 21/2° 1 518" 1044 PSI" 2 718" 13/4" 21/2" 13/4 45.0 PSF 2 7/8° 1 5/8" 21/2" 1518" 17-0° 54.0 980 2 7/8" 13/4 2 1/2° 13/4 2 7/8° 17/8° 21)2° 1718' 73.0 959 91.4 POE 27/8° 7 ir Ar / / / / / / / / /A 45.0 PSF 3" 17(8° / / / / / / / / 4r / / / / / /// A 54" 54.0 PSF 3" 1718" /Ar / / / / / / / //I / / / / / / / //� /Ar 81.3 PSF 3' 2157° / Ar / / / / / / / //� 45.005E 5 7 or//////401r ////////All 10"4" 54.0 PSF 3° 23/4 s / / / / / / / //A / / / / / / / //A 732 PSF 3° 21/27 r / / / / / / / /AO / / / / / /A 12-0° 45.0 P50 3° 2314" / / / / / / / /di / A 3' 3° 54.8 PSF � /� Ad 1547 224 PSF or /A A GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM REQ'D SEPARATION FROM GLAZING. 2 SEPARATION S MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSEMBLY . REF MOUNTING SECTION DETAILS. 3. WHERE ANY POLYCAR8 BLADES ARE INCLUDED IN A PARTICIA.AR SHU1TER ASSEMBLY, USE GLASS SEPARATION UNDER "POLYCAR8 BLADES °. PRODUCTRUVISED as eomplyh:B whit Um Florida t :.,.. ., Date B 0/6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N0.8) Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingeodeonline.com 7 SCOPE: This NOA is being issued under the applicable;rules and.regulations governing the use of constriction materials. The documentation submitted has been reviewed by Miarni-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to he 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 icur 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, argil d has been designed to comply with the High Velocity Hurricane .'.. ode. DESCRIPTION: 0.050" (min.) Aluminum! " torm :Panels Shutter APPROVAL DOCUMENT:; Drawing No.. 073-351, titled" 0.i 1 uminum Storm Panel ", sheets 1 through 6 of:6, prepared. by Knezevich. Associates. Consulting Engineers dated,September 01,2008,. signed and sealed by V.5. Knezevich, P.E. on September 03, 2008 bearing the•Miami -Dade County Product Control Renewal stamp with the notice of Acceptance number and expir?ation date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL.or Tampa, FL and the following statement: "Miami -Dade; County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the applicable building code negativelry 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 bythe words Miami -Dade County, Florida., and followed by the expiration date may be displayed in advertsing literlaure. If any portion of the NOA is displayed, then h shall be done in its entirety, INSPECTION: A copy of this entire NOA shl 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 renews NOA # 09- 0114.05 and co4sists.of ttlis page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval documenttmentioned above, The submitted do unaentation was reviewed by Helmy A.. Mahar, P.E., M.S. Flt' d- /1 Gw i `- - it /o4JJ.0) NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Page 1 Town & Country Industries • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UDDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: 1. Drawing Number 00 -159, titled ff` 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepare' by Kneevich &Associates, dated August 1, 2000, last revision #1 dated October 26, Z000, signed and sealed by V J. Knezevich, P.E. B. TESTS: 1. Test report on Large Mi ile 7m/act Test, Cyclic Wind Pressure Test and UnVorm Static Air Pressure Test !an 0.050." aluminum storm panels, prepared by Construction Testing Corporation, Tes't.ReportNo. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher fT Tyson, P.E. C. CALCULATIONS: 1, Comparative Analysis and Anchar 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 /20QQ, pages 1 through 3, prepared by Knezevich & Associates;; . nc., signed by V, .1. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified .Inspection . eport. f coils, for Aluminum Alloy 3004-1-134 by Jupiter Aluminum Corp. with plOsical properties. 2. Certified Tensile Test Report by ,Certified Testing Laboratories, Report No. CTL-- 592F dated - 06/26/2000, or lliiminum- Alloy;- signed and sealed by Ramsh- PatelTP.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 4 Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSOURANCE 1. By Miami Dade. County Bug fling Code Compliance Office. E -1 my A. Mskar, P.E„ M.S. Senior Product Control Examiner NOA No. 10.;09222.04 Expiration Date: 11116/2015 Approval Date: 11104/2010 Town & Country Industries NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0570713.03 A. DRAWINGS 1. Drawing No. 05 -353, titled ;t ` 0.050 Aluminum.Storm Panel ", .sheets 1 through 6 of 6, prepared by Thornton- 7irnasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed rind seal'4d by V.I. Knezevich, P.E. B. TESTS 1, None, C. CALCULATIONS 1. Anchor Analysis, dated Jura 15, 20 &.x,.39 pages, prepared by Thornton-Tomasetti Group, signed and sealed 0-V. J Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County But ding C&le Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UND1k PREVIOUS APPROVAL #09- 0114.05 A. - -_. DRAWINGS 1. Drawing No. 08 -351, titled `! 0.050r'uminum Storm Panel '; sheets 1 through 6 of 6, prepared by Knezevi ,h Assoatee Consulting Engineers, dated September 01, 2008, signed and sealed by $'J Kne evich, P.E„ on September 03, 21908. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated Setenibe,.:09, 2008, 19 pages; prepared by Knezevich Associates Consulting Engineers, dated September '01, 2008, signed and sealed by V.J. Knezevich, P.E., on .September 0,3, 2008. D. QUALITY ASSOURANCE 1. By Miami Dade County Buifding Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. • E -•2� my Ai. Makar: F•E., M.S. Senior Product Control ,Examiner *OA No. 10-0929.04 Ezcpiratickn Date: 11/10/2015 Approval Date: 11/04/2010 3 Town & Country Industries NOTICE OF ACCEPTANCE j EVIDENCE SUBMIT TED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None, B. J. ESTS I, Test report on Large A/fissile:Impact rest and Cyclic Wind Pressure Test an 0.050" Aluminum Storm Panels, prepared by.Hurricane Test Laboratory, LLC, Test Report No. HTL 0353-0804-10, dated *07/2010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS I. None, D. QUALITY ASS OURANCE 1. By Mtami-Dade County But Oling Clyde Compliance Office. E. MATERIAL •CERTIFICATIONS 1. None. E - 3 duly A. Makar, P.E., M.S. Senior Product Control Exandner NOA No. 10-0929:04 Expiration Date: 11/16/2-015 Approval Date: 11/04/2010 ABEL LOCATION 2.02" 0.050" ALUMINUM STORM PANEL. • .060" .00" MAX. 2.250^ SEE NOTE Nc. 10 12.00" COVERAGE 14375" 11 SEE NOTE/ No, 10 I 6:505" COVERAGE 0.332" 120" .725" 375' .125" TYP 1/4-20 MACHINE 0 C.(STIO3 155011ON MAY BE REVERSED /t " TYP. n 56 " 2.05^ MIN. 1 2.00^ 5.00" MAX. 2.000' 2.020" 'it HEADER ! O'U"HFADER 6--a-) BUILD-CUM" HEADER ®STUD ANGLE SCAL m1'-0" SCALE 3° = V-0" / SCALE " 3" = 1' -0^ SCALE AN GL = 1'-0 .376° .376" .190 1411 190 Pr t 452^ 655° 65 0.090" iTYP.) m 1 0,090" iTYP.I 1/4 -20 MACHINE 2 ^ T SCREW ?12^ 0,C.(STUD ,375' R DIRECT ON MAY BE REVERSED) OI .0 .090 "15 .215 1.4..632" 1,00" MIN, 5.00" MAX. .090° 5 R 313° i 377" 2.00" OPT10NAL LEG 01RECTIO .g 'F°TRACK . -2 'PANGLE•TRACK S.'Ai F_, -HALF 5I21E- '. 4eLF S HALF S 563 "b 5" STEL OR 45 OR GA .05r 605 -- 16 1,11 6 KEYHOLE WASHER SCALE, HAW SIZE- -• PRODUCT' RES9SED. as copaRl 'with the F(6lid3 BOId(ngCodo A� Aoq -6!! Ex ion Data • Y'' i • r r _ E112miDA DWI*, • Ab- STUD ANGLE.•_._ ( _AtiQL1. _ ®Sc7RAGK.jFINI$H}._ . GiA9GK-.-- -• BUILD-0OUT SCALE-8-r'. i'- 0 "L- '-- sSCA1£- r3° =1,4"- SCALE, HALFSQE -- SCALD -+HALF SIZE -SCALE-rHALFSTZE ANIMAL D..E. . NOl, ES : 1 NE f Elig (� S 0 p n 0 A �0� , hTEcP ON 4 yRS �tAFW N AsOlA OaAtli HEAVE O5M G gHg ' ,'F�t1O I IONT8Ip T8 W aCaRIM WRHE�7H�Ep(iRYp NTIA7G B OV4 At10 R�G Y�OU�R++. S��ITE77-HHSPOE�ECpqIFICpgAcPCPPgURITTIDDNMO�FNTT S SHUTTER sYSTEMCLUDE INFORMATION 5, OF'THE FR.ARIOA ADMINISTRATIVE CODE HALL COMPLY WITH CHAPTER 611010 -29 P.. iN, °tlA MATE(UALT'iAFR I1 THE STNUCCTORALRSJB? ES 7. TWH�REENAP7PHRB4gVI7AE4 {DDONNpMEt1NTSS t10N�pS 70 THESE APPROVAL DOCUMENTS WILL VOID B' BUIpLpDINGI8DFFRCIA6MArYgEpLE�CRTp �ON�EbF�PRT�1Ri01E '(EOLLDpWIENPG OPTIONS,bCUMEE06r7S�p'.T'THE Al SgpE ottR iBED ENO N50 0 O E 7T�SRF�D_AA rt S M�MR5 CMO T GRAANT 1,N ;IN eA ASpI�.,,yMO LTHE558p000UA G , SWSy�R,�CT1UgR SDE �pT�pf�HOENMI D7IpNSCpOUNTYfj7RO1RDU�EE }EYIGNRTREOLLPP.PLIIy6D1 F, pRICAARNDD W ZONQ�MtJAMR�arc NY�OPgTRIOpNL' e�S WH1ATLtLUB1Ea2- CCpEPT6REDHBYOTHE7.4UIRAN y�FRITCI�pL 0'la- 9. AS ercRVSs tiARHRNG PER PANELNAND Sri soRERI iA PA Y LADELEO 10 6WUNIN01 0'500 10.6- E HIAUAR IMFA R O6LBE MLAW8EL RWPR9:BA MNA I0 T0 11, ALL EXTRUSIONS SSHALLL BE64663- 76ALUMIINUMALLOY, U.13.14 12 1144 TMS ia_ gSRp� OLgEKUMpD 2BpORSTAIN LESS STEEL WITH II TAM ESR E MM UO WANWGRE ApALDE OAUOY) NG NUT A1.L i73+SLF- 1- a ) 1/4" MAX, FAST8(ER (012" 5.0 FOR .0ESISN LOADS LESS THAN OR mum TO110 P.SF.& @@ 8" OC FOR DESIGN LOADS GREATER THAN1 OJEVO. ANCHOR SCHEDULE FOR ANY AE4PFABLG LmaIC; SEE STORM PANEL SPAN SCHEDULE - TABLE 1 - TYPICAL HORIZONTAL ELEVATION SCALE 1/4" • 1' - 0" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) 'TYPICAL SECTION- ALUM. ANGLE CLOSURE PIECE 0 x r 0.125° H01 TO} "x0'60.125'HAX. TRAP MOUNT CLOSURE DETAIL �I7OVERLAP SHALL BE ACFE8,t7O N OF 05T6 WT 5E7W73NTHE1 TOP MOUNT 1/4" - MAX. 315.58 ALUM. ANGLE (10.0 -OUT CLOSURE PIECE INSTANCE 1" x 2° x 0.125" MIN. TO 2'x5 "x 0.125"14 EXISTING CONCRETE, HOLLOW CONCRETE 8L0 OR WOOD FRAMING. SEE ANCHOR SCMED..BASED ON TYPE OF BTRUC. PLAN'. " I V \ sa 01155 CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING.. SEE ANCHOR SCHED. BASED ON TYRE OF STRUCTURE ASTERER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 0" 0.0. FOR DESIGN LOADS GREATER THAN 110 P.3,F. (SEE ANCHOR SCHED. FOR ANY AC5PTAT3LE ANCH0IRQDULTRENBW5X0 B6 Bro Florida AcxpmamNo 01/1"; b °f'.o4. E.xp)xoSnnDolO oj5' Lame BUILD -OUT MOUNT CLOSURE DETAIL S s 91, K1laxavlch Mlles. Pad PH OMPSOM xome Tam EXISTING CONCRETE. HOLLOW CONCRETE 15100K OR WOOD FRAMING. WALL MOUNT CLISU RECETAIL TYPICAL VERTICAL ELEVA111 N SCALE; 1/4 " =1' -0" HURRICANE PROTECTION NOTED 129/01/2008 08"351 PAGE 1 of6 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR W000 FRAMIN REF C ANCHOR - i ULE FOR MAX. C1NG 0 EXISTING GLAZIN SEE MIN, STORM PANEL SEPARATI FROM •SS TAB WALL MOUNT SECTION SCALE 3" = T - 0" EXISTING GLAZIN WNW Fig n == 0 SEE MIN, STORM PANEL SEPARATION FROM GLASS TABLE x. VI EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING TYP. TOP AND BOTTOM 114" MAX. z EXISTING GLAZIN cc NNB.TIONT ICE FERENEE ANCHOR SCHEDULE FOR MAX. SPACIN • /STING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. E- pw r 0 Q S orl i'V m I ���• REFERENCE RON CH N 0 0 SEE MIN 0.050" ALUMINUM STORM PAN • PTIONAL LEG DIRECTION K CORRECTIORTIFE CONNE'OORTN REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O. ED. Pm STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4" MAX. EXISTING CONCRETE, r HOLLOW CONCRETE BLOCK OR LLJj j WOOD FRAMIN CSOONNECIION, n m REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 114" MAX: 01 CO0500I0NTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. . EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING ITYP. TOP AND BOTTOM/ ul 1" 1 EXISTING GLAZIN 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLAS TABLE 2 STORM PANEL SEPARATION -PROM GLASS - TABLE 2 OFOONALTOPNLIM IS 1/4 -20 MACHINE BOLT WITH LOCK NM` @ 12" O.C. OPTON:4LL,,'c,.:tc,, -s, �,(�fR: TOP- rBOTTd2RRY :: :aa . . „ - -. LEG DIRECTION) -'-` OBUILD -OUT MOUNTSECTION SCALE. 3" > 1' - tJ" SEE MIN. STORM PANEL SEPARATION FROM GLASS 'TABLE 2 THREE174"Ox MIN. 4" LONG WOOD LAG SCREWS EMBE MEN INTO WOOD /4" MEMBER EMBEDMENT DEM CPASSII1KPSEC.)ARCHORSCEDULE 14'0%.101.2 -1/2-1.0W Ni017WIARZN W/ /A'0 POWERS CALK4I W1 WOOOIABSOE1f W/ 1- 9/;"1e1L102t0 OR i- Wi' ex. =al DNEDMEn 7/8" 015®1O'RI'1,1 /4- 1012012M SEAMLESS NAQt lam meter ARPABAt TOWD PEpPOO TON000 GRAN Mt. HOLLOW MI RAM =BOX (885 04 _ xrom 12" t' 0 ". i2" 1/4" MAX. ANCHOR EDULE FOR MAX. SPACING /1 OOLWGITLQOR MOUNT SECTION. SCALE3 =1' -0" 2" x 5" x.1 /e° x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4 MAX. s /4 "9 THRU BOLTS W/ LOCK NUT @ 12" O.C. ASTENER, SEE DETAIL 3ANCHOR SCHEDULE, FOR MAX. SPACING B" 0 2" ANELE C COM9EG110N7WE M" SCFIERDULEEFOR MAX, SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 0 WOOD FRAMING. SEE DETAIL FASTENER @ 0" O.0 OR @ 12" O.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION CIF KEYHOLE WASHER bi CONNSCnOtirRe F"" 7iEPEEREEA5 . , SCHEDULE FOR MAX. SPACING O°P!TRACK/AIRECT MOUNT SECTION SCALE: 3" = 1` - 0' 1- 5/.2'1 -1/2" dor --811111011 Po raw F0011_tt.8 m at' •PASS TH1 LP SECTION 8 SCALE 3" = 1' - 0" W000 ROOF. TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. mum MOUNT I BUILD OUT SECTION SCALE 3" a 1' - 0" S1 3 n O PRODUCT REVISED asv@upl13egwith Ulckludda Butd'mgCode AcocptanceNUO O Dy Non Batt 0 • BY • Div Woa 'RODUCTRENEW2*D 83 complying with thaMaw Bag■8og lade Aecpts=No 0.-0 . •� Data tt' I Z.A./ By ' beam Du j +. duct Control Division ruui1�1 011101 ICJ Knozavk:t1 Pasamol bob,. Fla La Nu abM* nomA sloes Wel PAGE2m2 WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN 1- 1/2 ^1 -1/2 NE 1/4 "0x MIN. 5" LONG W000 LAG SCREWS 24' 0.C. MAX. WITH 2-1/2" EMBEDMENT 0410 WOOD MEMBER TWO 1/4 "Ox MIN. 4' LONG WOOD LAG SCREWS (d 24" 0.0. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER 1/4" MAX. Px4 "ORYz6" 062" CONT. ALU TUBE 16563 -T6 LL GLASS 000 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 HOLLOW CONN,CRETE BLOCK OR WOOD FRAMING BUILD -DOWN / sUW}ODTSECTION COt0i00N REFERENCE CE ANCHOR SCHEDULE FOR MAX. •6,PAOIKIY • SCALE, 3 " =1 -0" a Z GI t o?01&TIWITYPE REFERENCE ANCHOR SCHEDULE FOR MAX. STING CONCRETE, SPACING HOLLOW CCNLIRETE BLOCK OR WOOD FRAMING 61110 US e11DE0ALW1W.L8E010014.OW000NWMIAN 'h'NEADB{0ll U"lEA2tT0P6gl88 J1 C -TRACK ASSEMBLY- INSIDE MOUNT SCALE, 3 " =1' -0" og ""o EMBEDME H O 4 0.050" ALUMINUM STORM PANEL) COIBIECTINI1YPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE/FEMALE PANELHATE REFERENCEANCINOR SCHEDULE FOR MAX. D0 G SPACING wool) 10 MM CENT. 3" x OR 4" x W000 FRAMING REQUIRED TWO 1/4 "6,6 I1DL 4" LONG STAINLESS STEEL WObO LAG SCREWS 11- --2/4" MIN. EMBED WITH INTER OF STUBS MAX. 16 N Q EMBEDME TWO V4'4x MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS (d WILE. MAX WITH 1-3/4' MIN. EMBEDMENT INTO EXISTING STUDS r x 4" x 1/8" TUBE CONT. ALUM. 14 x 3/4° TEK SCREW ES 8 "0.C. �-I/4" MAX. EXISTING ‘LT; GLA21N SEE MIN. z STRRC12l+NEL_ ac ' - - ° 10 _SEP - 10 FROM GLASS TABLE 2 =1/4" MAX- 1/4 "'AX MIN. 2.1/2' LONG ' SZATlitRES TEES• WOOD Loa SCREW @n 12" O.C. W/1.,3/4" EMBEDMENT INTO WDOD 51.0E0N6 OCEII•NG/BUS D- OUTMOUNrSECTION - SCALE. 3" = 1' - 0" TO LOCK STRAP IN • PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT /4 -25 x 3/4" } MACHINE SCREW 1 WITH..675" x 475" I x.125" SQUARE SCREW HEAD /16" LD. AND 1/2" O.D. x 3/16" / MINIMUM S OR 1/4 -20 1/16" NUT IGALVANIZED) (7\ C •TRACK ASSEMBLY- (BLOW UP) SCALE. HALF SIZE USE®OR 6a W1Th 1/4 -20 x 3/4" MACHINE SCREW WITH .670" x .675" x .125" SQUARE SCREW HEAD .. • C' � " i . 'fi) RENCk' }NCNOIR. SCHEDULE FOR MAX: fXIST160 CON RE , ACING HOLLOW CONCRETE BLOCK DR WOOD FRAMING BUtLO- ouT/FLOOR MOUNrsE31ION 5041.5, 3" = T - 0" PRODUCT RENEWED as complying with toe Florida Building C.edt AA pi>mce i0 Z BY I/2" 0.D. x1/4" ',x3/16" . NYLON BUSHING OR 1/4-20 S.S. NUT Coastal NAL LOCATION OF STUD (00-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. PRODUCT REVISED as>:amPli�Zw;11t tLO b9OMs Wag Cade Acritpuireatto Ex¢fratsmDate 1 s: met Cordalti Dividm OS /0 • y vr, I tlrV• STING WOOD irm113 ?Itti $ - REFEREN EANCH0R ;.'K�'�o� SCHEDULE FOR MAX. Y'+ '�E' SPACING rp 1/4" �- -r �j,�3r '- .Wif'd'afE. MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 0 10.050" ALUMINUM STORM PANED EXISTING CONCRETE, HOLLOW CONCRETE BLOCK1 OR WOOD FRAMING EM EXISTING GLAZIN I1I"x 2" r. 2" x 0.050" 6063 -TS x 4 ALUM. TUBE 2 "x 5" 00180010074PE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN /4 MAX. EXISTW GLAZIN xz E0. a /Jr" MAX. 1/4 -20 2.5. BOLT & NUT @ 11" 0.C. 2" x 5' z 1/e' CONT. ALUM. ANGLE OONNE110051 PE -- RE- FERENCE .A1 OR - .___ - ____- SCHEDULt rUN MAX SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 XIS1,,TING CONCRETE. 0r T?00 3AMIN V OCK 0W00.4 =NW IIJ90Etimir5ECIlON __ SCALES 3" n 7 -0" & BOLT & WIN LT @ 24" 0.C. rrYP. 20 GAZE STEEL BENT PLATE OR 2' x 2"x1/8° ' 660045,L -ET6 ALUM. TANG MAX. EXISTING BAY WINDOW "OVERLAP 1/4 «20 5.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 0602 STEEL BENT PLATE 0112" x 2" x 1/8" BEP NT LALUM. MAX. 1" OVERLAP J'* TWIBAL CORNER CLOSURE DETAILS SCALE, 1 -1/2" n 1'--0" 2 "I 2 "x 2" 0.055° 6063 -T6 ALUM. TUBE, 4 2 "x ^ 2°k S" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE 71-05 BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL. AND FASTEN WINGNUTS FROM THE INSIDE • 1/4 -20 x r MACHINE SCRW WAASHEREEDD WINGNUT@ 12" 0.0 (CONNECTS TO ADJACENT PANEL WALL MOUNTED 5 "x2 "x1 /8" x CO STUDDED ANGLE (SEE 50071014 11 01 CONNE0110NTYEE REFERENCE ANCHOR SEIJEDULE FOR MAX: SPACING P `s, WALL - 'MOUNT SEOTION: :a SCALEr3" =1' -5° 1/4' MAX. EX1371NG CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD RgOREICEA 1:140 SCHEDULE P08 MAX. • 2" SPACING /4" MAX. �rii►a�w� \%7�"1�. CMETE ® WALLMOUN 11B. T / B0 cur SECTION. SCALE 3"■ 1'- 0" "-MAX: _ - -. R REFERENCE ANCHOR SCHEDU FOR MAX. SPACIN .NON- STBI11;TURAL FINISH1MXTERIAL • OPTIONALt+TERIOR FASTENING [TAl 0SOMIETRICj N.T.S. DI COISSO1)ON1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1.1/4" WIDE NOTCHES ITYP. 50714 51DES1 /8 "5 HOLE FOR PASTENING PANEL ESIXPA ELR R °T -4' 8 MAXTZSaiIDAD 721118P 0INTERIOR FASTENWD ANGLE ASSEMBLY BY nniDs Division POODUCr SEVJS€p asomplyiessehtlieElorkla B,r2lisgCal0 Aeaepfax0012 Orj- REHBWED ;r.� with We Fkrata WagCuBe AsseptaaaaNVO rf D- OQZ.'Q• Dais • SCALE, 1-1/2' n T -0" DEBIL404 THESE.OETAN.S &ICS DEPICT. THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM S DETA S SHALL W CONJUNCTION WITH 614 "h" HEANEER OR "U" HEADER TOP MOU 1 V J. KrrozoWeh Lbw* Mrs PE mm FLOW aon '- -AS N01E0 05/16/2008 0.8.351 PAGEi4OPB 0.050' ALUMINUM STORM PANEL 1$ O .�4a C 2' I i2 a •9 _ - •., ,. ANCHOR SCHEDULE YARNI909008 UY09IH09P213 g ANCHORTOIE LOAD (1./1 p, F- MAX (303 NOTE 0 ROWER R 546460PAGLI6( SPANS UP TO 6'.-0" TiE3902011 712FN1810]OB SPANS Up TO 8'-8" maw 3 SPANS UP TO 12-0" 102660160 SPANS UP TO 6' -0" . REE 601E11 SPANS UP TO 0'-8" ; SERVE 0 :. . SPANS UP TO 12'-0" 4103601011 ANCHOR SCHEDULE IESTENE8180149.40PAO143 ONCOESI REIXD0l08 VOA= I00041WOSA1➢TSPA9S ��tt (2 H Rx ANCHOR•fYPE LOAO IWl P.S.F. MAX. cSEE EMS 0 .. MIN. WO MBE DISTANCE MIN. P�DISTANCE MIN.21/2x EDGE DISTANCE SPANS UP To 6'-0" 39090fE0 0949011P TO 8' -8" (51£NOt19 SPANS UP TO 12' -6" ER Nm99 CONNECTON TYPE 39090109 CI C2 C3 C4 6 10NNECT0N TYPE (SfiEIAIIETj C, C2 C3 C4 6 CONNttl nxtt TYPE 89040301 C1 C2 C3 C4 C5 CONNECTION TYPE Ha oral CI C2 C3 C4 6 CONNECTION TYPE (36 340163)' C1 C2 C3 C4 C5 CONNGLINN TYPE iSFEi61TE9 C1 C2 C3 C4 CS CONNEC1109 TYPE CONNECTION TYPE CONH6CTION7YPE il�nmuuwnnnau +i�� vr4w Y •1 -vd,M4 43.0 50.0 720 84.0 150,0 14 14 14 14 14 14 14 Sa 14 14 11 14 4 7W 8 8 7 6 5 4 4 4 3 3 14 14 14 6 14 14 14 5 Sa 8 12 3 14 7 30 3 14 10 3 3 14 11 4 14 8 3 14 7 t 3 1 7 3 14 7 14 4 4 14 3 3 10 5 9 10 3 3 29 ' 3 14 14 14 34 14 14 14 34 74 34 79 24 14 8 11 1414 14 14 32 30 10 9 8 7 14 14 14 14 14 5 14 8 14 8 14 14 14 12 19 9 if 6 21 8 12 14 10 14 7 .4 7 14 7 14 12 14 10 9 5 14 9 7 811 8 7 8 13 6 7 8 11 0 7 (0 C1 C2 2 C3 C4 gamma) CS C1 C2 C3 C4 C5 ��9 C1 C2 C3 C4 CS woof 2" 1' 43.0. 50.4 12.0 id 14 R 14 14 14 14 14 14 14 14 10 14 14 14 13 14 14 0 14 2.,2 14 11 10 14 9 8 T4 0 8 14 14 Id 8 id 13 14 7 14 1114 6 7 6 6 u4s05 •t •.N4. /- - - -7f, O. +unn. Hm LL1AiCNlll1011M9' Y /.tY}7 T.\ Iq 14 1' "• 14 '14` d4ea1d OMMEIM c - '�'. _ - -. �,',�. UM�MMM�^�r 84.0 14 14 14 8 7 1d 11 14 6 6 14 11 14 6 5 -^•- 14 7 •fi ..ene 9 nRA01/npr.�or+�r+f47GLS• �� 150.0 14 11 14 6 14 $ W 6 fi 14 11 14 fi I! I1 �t�l'l� 1/M'i YOtAt 1f /SA'NA O�[•0arag a 43,0 500 14 14 14%' 11 14 14 `5 // 11 6 11 6 ,O/ �/ �� r /��I/ // 150.0 c.4RRR77s�111���� 14 6 9 3 4 =.tca�:.. 14 6 9 5 4 14 0 5 3 4 14 6 6 8 8 14 6 9 8 1 14 9 8 6 74.0 64.0 150.0 43.0 31 4 QFR% 9 4 E�s{rA 7 1 14 } 14 /W. 141 13 3 7 % 7./ 34 M i y 14 10 514 O i e 10 14 7 6 MTN.i V4' EDGE DISTANCE ; MC�Nr��AL{F3r"EDGE DIS'1�`AF�d��;E ' L ^ @- C7 M IIIr� �. 14 14 14 14 14 4 14 14 E $ } yg .. Y-,1 °$ in . ?,o tto3 H §^,� * •" ■�' I�I��� Carrenrimi[.1'a 14i.)•Fi� 14 YiisGldiinfim *5 i4H01lnBa`= * v sFt[ , .> > r r . `71 ., � -'843" yAyry,OyP.: - 1418 WraostE r 4144-44 , 4P411TSSIN$-NAWR66RY^ 72.0 .0 4.0 14 30 14 0 4 7 34 6 5 H� 5 7 4 3 .4 6 4 3 6 ®6 ��® � 1 ' '� 50.0 72.0 74 14 14 14 l 4 1 4 13 9 4 14 14 la 7 14 9 8 Sl b 5 14 1 13 6 5 U 6 9 4 5 '156.0 ��i��• iii "L'�L 12. Erfi i� i it�r��i��ii�i `�i� __...�v� 159.0 i4'^"Y4 14 8 9 J � � Itii� 2 3 x ' '* * =LV r - � ®' 4: Hy�y� ®��N�I�I�I�Ia M��ril�ilA �� AMOK N501FS. `®' �F�iI�4��'..��ii�F:4iyyY�}d,��Gaya"i�lG��rii�i_�l�ii��i iiiifi3i9i1 EIMEiilY® FrIFVOMIbrrkC�7!'l.0 IyR�{4{��{�rrI�� MITI • WN Hg pR� U4TERMO{0t6 NL L A LOWABiil 57 114-- 4W5PAN9 FOR SPEC F CLOAOS HOST L097E4 TO THOSE SHOW' TABLE 1 x • il•Cp�TE 724 e�,0. ME 10 0 $ ,7. ®� �5?... 12 6 8 6.. . �1:1 12 12 12.10 12. 12. 1„ e:. 1114 17 3 17 2.1 18 G 8 '7 11 "2113" �(iiiiii" ¢ • M.7Ei t'.' C2. y I F '. � El c 2. .R At• CflD- R'SN1g.D_OL:IOA EECI 7IPSELliC4 n HO'R 1�7ype AND EOOE DIS•( D SIGN 4 D TER Hp �ALTOQUAL TVE.ppEESIGNL ANO'SR: SPAN RFA7EF2 THAN OR EQUAL To SHU'fTETt SPAN. 3. SEE MOUNTING SECTION DETA8C5p(4FOR IDEN}]TIMCATiON OF CONNECTION RT�YyPE 4, FERXIpSMTIrNt 10 $'rRR�UpC IIRCE ANEHOR SCHEDULE FOR �P,ER CISTOFBTY P6ASEDDON TYPE OWEXIS7TNG STRUCTURE 5. ANCHORS SMALL GE 1NSTALL'm. IN ACCORDANCE WITH MANUFACTURERS' 4. MLNIMl1D1 EM9000409T AND EDGE DISTANCE 1DCOLUOES WALL FINISH DR STUCCO. 7. W146RE EXIST_ 1[_G,s7_RUCT,�IRE )S WOOD FRAMING W000u#R7AEMING CONDIT N5 MEMBERS NOT PLYWOOD. FASTENING RTO PLYWOOQ IIS AWAABLE 0 L R 01DE CLOSURE P4F�CE5, STEN 7 NgT�R �NER 8. VAT B6 L CS�ATEO 6& CENTER OF NOMMAL 2g z 4570UyIpN,1F WDUUG §TU0T3/4' mCC,�E DISTANCE•IS ACCEPTABLE PoR. WO9O RAMING. W000 STUD SHALL HE 'SBUTHERN PINE' Ga0 5 OR GREATER O ITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HE1c HEAD. 4. MACHINE SCREWS SHALL HAVE MINO4UM OP •4/�^ ENGAGEMENT OP yHREApS Ol BASE gNCHOR AND MA yp VE EITHER A PAN HEAD, TRUSS HERO, l)R WAFER HEAD {SIDEWALK BoL'!1, UAJ4. ; ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. G3:4 sQ0 / A02:4514 �//� `����� ! %/ / / �� � � ,s r ! J�� d I' I /.% .I4{14. 14 -'I 14 14 1a 14 19 1d 34 14 14 14 3414 a ' 14 14 D��0..� {14 01113+1 8 2 31 9 vd'0O[OOR1E F14XV/1Y/; .8.'0 :1 00-0 ,/j / f �i�././� / � /„ ��/ ]41 14.9. 12 11 11"3.44 685.212' 9 1212 11.9 EDGE DI r ANCE i3 .8 m • • • Y C7._A�.7 00 z U 1F404+ + + + + +`� ++ +6115111 + + + +14 iMwiVfwYt++. 43.0 904 72.0 8 0 8 7 7 7 5 3 4 3 3 3 1 5 4 5 4 �/�, 5 5,� 3 / / /,,�,�� � I'S./.� 14 14 14 12 12 32 h 8 7 7 0 4 9 6 H 5 /F�' 4 ¢ /p��/ 7 4 3 4 5 ,3 9 %I. %% v6'AO+r' MMOM 156.0 !//!%IsM ��� g v, / %,A% /.Q Q%l AreAriedSOW- /e�%mi0��f �eVArl nme1©m FZO Q IEEfmomme iAllI Z aai+umuaao��+ua� 01oS1TAAE01IV6fN'V4z ' °116:F1HEONIMf ®' 50.0 0 . ;yO �un®�DunIIEammmmume' 14 14 14 9 •5 9 8 4 9 7 4 4 5 9 4 a 3 3 ` ����' 5 % 3 E! 41 9 s Il� 14 14 5 9 4 8 9 7 6 8 5 4 �[ 9 4 5 4 4 3 5 4 1 3 a� e 5 4 3 3 4 9 / 5 4 5 $ i'Aid/i •90-0 mII�MF L 011 /M� �LIIIMi �r�5 rr��''E�.iQV MFr1 � �FI3/0©`1'013 MISII' YE�Y�ia� L1,� ,RNM���' ��"- 70. DESIGNATES a q- � it alC t'». �� CIQ� ©Q ©� T4. * DESIGNATES ANCHORRS5 WHICH MK REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASH Et/ WINGNUT. 12. ALL PANTS SoL1D SET ANO POWERS CALK -W ANCHORS MAT ONLY BE USED IN CONCRETE WAILS, HOLLOW CONCRETE EISSCK WAILS OR DONCREtE BLABS ON GRADE 13. FAR ELCO CREliLFL ( 554, CONCRETE STRENGTH, FO®3.8 KS. FOR I7W TAB' t 4CRETE STRENGTH, Fa•.x3.2 I®. FOR ALL OTHERS CON�ETE STRENOIHr Fete 3 KSL PRODUCT RGVIBED PRUDIICMENIEME4 as ply1ng„glh tp0 814 14y>og1BLUIe91a51da gCode Building Code c4'aPlaase Os AcigNSaOe'tlo o�0 ' Z ".O.(.� .,... Date 0117 E .J.:•...• 1Mi. -0' Z afS y„I, Profwavi V0"" namA j(Dai0v1011 4304., ff :..• ... 4 Ali` 2.'886. atTE� 1/044 73.b 84.0 156.0 ' 0 4 9 7 / 3 // g - �� �{ O �I% 4 1' 7 24 4 5 S T 7 6 5 a 7 8 a 5 5 4 5 5 4 4 5 5 4 4 5 6 4 4 5 5 4 CD 43.0 50.0 1111111.11111111113 IA IA id 14 14 1 II 13i Jl 9 m,2 +i y : oro + CI *II' 1442ALLPO8r4511 09999160104101020840 4-2151701273527421.1410920 .. " " ".i L.. I 14 14 4 8 11 14 8 6 147M1 6 5 14 6 ®' S 4 Ia 34 �14 14 1a 14 14 14 12 14 34 14 12 10 12 14 1d 8 ® 6 -000 4 2.c: 72.0 14 31 1 84.0 14 8 14 100.0 13 3 7 813 95 19 5 d 57 5 8 3 413 5 7 5 4 5 7 5 4 5 7 5 4 35 5 7 3 4 .5 7 5 ,4 1' 12 1 14 9 14 14 5 7 18 8 3 7 7 5 9 7 6 7 75 7 7 5 57 5 7 5 7 5 7 7 5 �R ' I' 1)t.'r''IP, '}`"i *b. I NO D * •. * r r7 ���O Qom© MMII rs'IMUJ " ' WILI am 05/15/2000 15/ r3 c r r 4W (}S".:N • r ci�JULIMANUEMM{�iIL' __UJU_ILIi�'II1I eam�, 4�* somr Q�i1UM EC MWW W Cif`iEIJ'M■ IILN i{' 1111/�1y 1■ BY8 -ice %• (1 DS''/ �r''r Li�.� A r•:.. ,! "!+"!TY c..�„ . .: au 1 .:r- • ' ... �Li.. -AM1 ' r PABE6af8 FE;iILIUMICUULAU i■iMUMU11 MUFAUULIUMU Ui'I�M0% w Division 4, MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (WI 19.5.F.) ACTUAL SPAN (L) (FT - 161) COLUMN 1 COLUMN 2 111N. SEP. FOR ALL INSTALLATIONS LESS THAN 50' ABOVE GRADE . (INCHES) MIN. 5EP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 2 -1/4 10 -6. 3-3/0 500 8 •8 2-1/2 .9 -10 3 -1/4 805 8 -8. 2-3/4 . 9 -5 3 -1/4 700 4 -0 1 -4/2 8 -8 3 440 3 1/ 1 -1/2 0.050" ALUMINUM STORM PANEL{ 14111.51101E1 L WIND LOADS 0011ECK THEIR RESPECTIVE THE AND USE THE ISSER SPAN 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. TABLE2R0TL 1. ENTER ETEEM NEBML(E4. STORM 5RL) i 1(0.04 SEPARATION FR014 GLASS. MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEGSPAN FOR PO5 PRESSURE PRESSURE )FT - IN) (FT - IN) 4.0.0 10' -4° 45.0 T1' -3' 10' -1" 56,9 10.-8" 0'_0" 55.0 10, -2' 9' •6" . 8-4, 3 3 1 -1/2 2 -3/4 100.0 .3 . 1-1/2 . . . 7 -3:' • 2 -1F21, .... 1105 • 446. • 1-41/2 6�9 1 -1/2 2 -1/4 60,0 9' -9" .. 9.•3" 82.0 9' -7" 9 -1' 65.0 - 70.0 9._p" 010 I /p 8; -4" 7.•6° .90.8 , 7•-4° . 6, -8" . 10 0,17 6' -7" , 6, -0" • 1105 6• -0" . 120.0 5' -0" 140.0 5' -I" 4, -7" 148.11 4'-37 150.0 4'-4' PRODUGTREN8W 1) 8 $ �aibride A6z1,4sceNs 0.- 0/201.04 ......- Daft a/6 PROISVcrREv/SEQ f*'aaalPNtae With theE71>ti41i • AAc" I8a«saN00. _0/1. Qfj` Dais tram* r A IYB,as( 0)40000, 0 0s . 8 U 000 1 umii■ E"l", CHUM V.41. Pwboal 6100..r twPE 01110.3 V10:003 05/10/2008 t"rm m 08451 PAGESat B 1 Florida Building Code Online Page 1 of 3 BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 .links 1 Search 1 Product Approval USER: Public User Product Approval Menu > product or Application Search > Llpoliaation LISt > Application detail FL4940=R2 Revision 2007 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. FL # Application Type Code Version - Appllcatlon Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category • Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschrelber@masonfte.com Steve Schreiber sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing • National Accreditation & Management Institute, National Accreditation & Management Institute, TAS 201 TAS 202 • TAS 203 Method 1 Option A Year 1994 1994 1994 http:/ /www.florid.abui.Xding.org/pr /pr app dt1 aspx? para :m= wGEVXQwtDgtLTLgyRkEjBf... 7/27/2011 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2010 12/16/2010 12/22/2010 Page 2 of 3 Sum,. _, of Products . 0 FL Model, Nugnber or Naive Description 4940.1 Metal -edge Steel Slde- Hinged Door Units , 6' -8" Opaque I/S and 0/S Single Door f Use roved for use In HVHZ: Yes , Approved for use. outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/ -76.0 I Other; Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, tic) not exceed the design pressures listed. 3' -O" x 6' -8" max nominal size. Max DP = +/- 76.0. When large missile Impact resistance is required, hurricane protective system Is NOT required. See Installation drawing DWG-MA-0_0132-05 for additional Information. Certification Agency Certificate FL4940 R2 C CAC NI006115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940. R2 II FL0132.pdf Verified By: National Accreditation & Mahagement Institute, Created by Independent Third Party: Evaluation Reports FL4940 R2 AE 504A.pdf Created by Independent Third Party: Yes 4940.2 Metal -edge Steel Side- Hinged Door Units 6' -8" Opaque I/S and 0/S Door w/ or w/o Sidelites Limits of Use Approved for use to HVHZ: Yes ', Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 .Other; Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6` -8" maxnominal size Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system Is NOT required on opaque panels, but is required on glazed panels. See . installation drawing DWG- MA- FLO132 -05 for additional information. Certification Agency Certificate FL4940 R2 C CAC NI006115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0132.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R2 AE 502A.pdf Created by Independent Third Party: Yes 4940.3 • Metal -edge Steel Side - dinged Door Units 8' -0" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes , Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48.3/ -48.3 ! Other: Evaluated for use in locations adheringjto the Florida Building Code Including the ijlgh Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do notexceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Max DP +/- 48.3. When large missile Impact resistance Is required, hurricane protective system Is NOT required on opaque panels, but is required on glazed panels. See Installation drawing DWG- MA- FL0133 -05 for additional Information. Certification Agency Certificate FL4940 R2 C CAC NI006115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0133.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R2 AS S01A.pdf Created by Independent Third Party: Yes 4940 :4 Metal -edge Steel Door Units Side- Hinged .' 6' -8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Impact Resistant: No Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations Yes adhering to the Certification Agency Certificate FL4940 R2 • C CAC NI006115- R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R2 II FL0134;odf Florida Building Code Including the H gli Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size, Max DP • +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA- FL0134 -05 for additional Verified By: National Accreditation &Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R2 AE 502A:pdf Created by Independent Third Party: Yes http:// www. floridabuilding .org /Pr /pr_app_dt1..aspx ?paxar wGEVXQwtDgtL'1'LgVRkEjBf .. 7/27/2011 Florida Building Code Online Page 3 of 3 Information. 4940.5 Metal-edge-Steel Side- Hinged Door Units 8' -0" Glazed I/S and O/S Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R2 C CAC NI006115- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +43.0/ -45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R2 II FL0135.pdf Florida Building Code including the High Velocll' Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design Institute, Created by Independent Third Party: pressures listed. 6' -0" x 8' -0" max nominal size. Max DP Evaluation Reports _ +43.0 / -45,0. When large missile Impact resistance is FL4940 R2 AE 501A.pdf required, hurricane protective system is required. See installation drawing DWG- MA- FL01$5 -05 for additional information, Created by Independent Third Party: Yes Beck Next Department of Community Affairs Florida Building Code Onhlne Codes and Standards 2555 Shumard a8k Boulevard Tallahassee, Florlda'32399 -2100 (859) 487 -1824, Fax (850) 414 -8436 et 2000 -2011 The State of Florida. All rights reserved. 2thatiii_Statettient I Co.yriaht Statement 1 Accesslblllty Statement 1 plug -In Software 1 Customer Servlce.Survex.1 Contact U8 Product Approval Accepts: hip: / /www.floridabuilding.org/pr /pr app_dt..aspx?param wGEVXQwtDgtLTLgVRkEjB£.. 7/27/2011 SIDE- HINGED METAL -EDGE STEEL DOUR UNIT 6-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE ANO WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) 15 NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN /MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM 0638 7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 AdderidignIoNAM1 e 00 C 00 J J 9 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS m m 6 • SINGLE DOOR UNIT; WITH SIDELITE MAX. FRAME HEIGHT 81.875" 21" MAX D.L.O. 149» MAX. OVERALL FRAME WIDTH 36.375" MAX. - PANEL WIDTH - W/ASTRAGAL 37.5" MAX. FRAME WIDTH 1 C C SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W /SIDELITES SINGLE 000R UNIT W /SIDELITES N cri PANEL HEIGHT ELI C �® .L DOUBLE DOOR UNIT W /SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING X XX 37.5 74" OX or XO 75" 0X0 112.5" +76.0 / -76.0 +55.0 / -55.0 +55.0 / -55.0 +55.0 / -55.0 +76.0 / -76.0 +55.0 / -55.0 +55.0 / -55.0 +55.0 -55.0 +19.0 / -19.0 +19.0 / -19.0 +19.0 / -19.0 OxxO 149" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 +19.0 / -19.0 +55.0 / -55.0 +55.0 / -55.0 +55.0 / -55.0 12-11-10 KURT BALTHAZOR FLORIDA P.E. #56533 CC 00 © o e 2111 (I) (2i CC UU aU W100 o co Cf) 0 0 m w CC 0 CC a § >- m w 0 0 1 w 0 o_ tn 0 w 0 0 t�l O DATE: 7/25/05 SCALE: N.T.S. DWC, eY: SINS CHK. BY: WING NO.: DING- MA- FL0732 -05 SHEET 1 or 3 3" --- SEE DETAIL „0" 3" 6" --- _ — — SEE "E" —. 3" DETAIL 3 " " _ . — 30i • _ � --- .._ 6" 6" — 6" 3 "— ~ -- _ 6" 0 o 11 a — 6" — 6" 3" 6" —1 F I3„ 3" 3" "E" #8x2 -1/2" #10x2" #10 x 3/4" #8 x 2 -1/2" #10 x 3/4" #10 x 2" DETAIL "D" INSWING THRESHOLD DETAIL "C" 0.962"1 li La a SEE DETAIL cn "D" J DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. OUTSWING THRESHOLD Aderutum to WWI Cart Ka,: Reviewed By Date ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EQUAL ALUM, SILEL OR BUTYL SPACER 16 X 1 -1/2" PHS .1 b •_ • • q Meoe ... 995- OR DOW EQUAL es$ .404 . INTERIOR TYPICAL GLAZING DETAIL U) DO C7 (L) ft--J CLC�J 10 ci (3)� W 0 cc a PART OR ASSEMBLY: z Q 'a* cn 03 cn 0 n. Q! LLJ CL 0 I13 0 z 0 to cc CO 0 >n 0 w 0 O z DATE 7/25/05 SCALE: N.T.S. DWG. BY: SWS CHK. OY: DRAWING NO.: DWG— MA-- FL0132 -05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 R SEE DETAIL "E" SHT. 2 3 i -- 6" --- 6" -- 3" — 6" 6" — 3" SEE DETAIL "F" SHT. 2 6" ---- ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ELI fr,f1. SEE DETAIL "0" SHT. 2 0 w 2 1.50" MIN t 6" — 3" — 6" 3" 3 „6' - 6” — 6" HARDWARE SCHEDULE 3" 1. 1 I- 6" 11_\_ SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 6„ ' ., i gg,— l _ I "Y IM id L- L1+tLi .LI ?Frv. LV ` • I! 6 0 _ 3 „6' - 6” — 6" HARDWARE SCHEDULE 3" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN 0.25" MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION Garin lP , Reviewed By Date Reviewed: Addendum to MIAMI NI 6/!/ i i /; 4 OR ASSEMBLY: z c4 cri } m w 0 a U 0, IsJ 0 a. 0, 0 w 0 0 I) 0 En CN w 0 0 REVISIONS DATE: 7/25 /05 SCALE: N.T.S. DWG. EY: SWS CHK. BY: DRAWING NO.: DWG-- MA —FL07 32 -05 SHEET 3 OF 3