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WS-11-1682
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164385 Scheduled Inspection Date: March 15, 2012 Inspector: Rodriguez, Jorge Owner: SHANDLOFF, NED Job Address: 9801 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: TRUMANS GLASS & ALUMINUM INC Permit Number: WS -9 -11 -1682 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number ()_- Parcel Number 1132060134380 Phone: (954)548 -4057 Building Department Comments CHANGE FRONT DOOR AND INSTALL SHUTTER ON TOP OF DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 15, 2012 For Inspections please call: (305)762 -4949 Page 2 of 14 sof Miami Shores Village WNW:UZI Buildin g Department artment SEP 1 4 2011 ati 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 .......... Tel: (305) 795.2204 Fax: (305) 756.8972 (305) 762.4949 cc Permit No.V\ I Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): (°` s�'� Phone #: \S %,1) 0 4-5 -�^() Address: vi -7 __ % iz....19 rte C SOP City: E A R. ? State: Zip: 'IN %' Tenant/Lessee Name: er,et P-1/ P Phone# 2-5- 0 O Email: JOB ADDRESS: 71■0 l d ' I /gut- City: Miami Shores County: Miami Dade Zip: 3336) Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: • Se-_> l� " 1 4C51 Company Name: Tirtdk vyx s tr∎ Address: J 7e / U ° /0 7 City: U erM fOrErkt- &4 State: Zip: 3304 Q u a l i f i e r Name: Phone #T G 73S a 03 8 State Certification or Registration #: Certificate of Competency #: 00 y% Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 4S0 • D Square/Linear Footage of Work: Type of Work: Addition UAlteration �ONew URepair/Replace ODe olition Description oy Work: _ � a= . '! ti2� GCd a1— a./44( ci "`o A6 ** * * * * * * * * * *** * * * * * * * * * * * * ** * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 41‘) Submittal Fee $ Permit Fee $ /026) 41‘) $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 14450 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �--� Signature Owner or Agent The foregoing instrument was acknowledged before me this day of* ,20/1 , b who is . - ►- :.. I y known to me or w, . has produced A identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTXRY PUBLIC.TATE OF FLORIDA a •_ • •• Juan -o m!rissic DD910671 '- Expires: AUG. 08, 2013 BONDED THRU ATLANTIC RONDLNG CO., INC. Signature �66ntractor The foregoing instrument was acknowledged before me this / Z day of .c-v_4)-1- . , 201i , by T 6 lifati who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * ** *kaYde***kkd:tk*** * * **,sL*****ktY* **** Y: Y* 4r*9eac*9e9e ****:F9c***k*:Y********** ****k3r*9e3e9t* ***k *3t4e* *de4e*** *** *Y*** APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk T2L. BUSINESS CERTIFICATE OF COMPETENCY 000018641 TRUMAN'S GLASS & ALUMINUM INC D B.A.: BRYAN UMAN S III Is certified tifed under the provisions of Chapter 10 of , R;A('T'1'N'`C `LINT1124t9%3101201'e 03 -03 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE PERSON: FEIN: 04/03/2011 EXPIRATION DATE: 04/02/2013 BRYAN TRUMAN S III 650209935 BUSINESS NAME AND ADDRESS: TRUMANS GLASS & ALUMINUM INC 1721 NW 107TH AVE PEMBROKE PINES FL 33028 SCOPES OF BUSINESS OR TRADE 1— GLAZING 2— GLASS /MIRROR INSTALLATION * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112) F.S., Certificates of election to be exempt... apply only within the scope of the business or trade Hated on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO SE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 04/03/2011 EXPIRATION DATE: 04 /02/2013 PERSON: TRUMAN S BRYAN III FEIN: 850209935 BUSINESS NAME AND ADDRESS: TRUMANS GLASS & ALUMINUM INC 1721 NW 107TH AVE PEMBROKE PINES, FL 33026 SCOPE OF BUSINESS OR TRADE 1- GLAZING 2- GLASS /MIRROR INSTALLATION F 0 L D H E R E IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(121 F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 A CERTIFICATE OF LIABILITY INSURANCE I ;:1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 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 DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C &C Instrance, Inc 1921 MN 150 Ave. Ste. 101 Pembroke Pines FL 33028 NAME: C Yx C 1 Inc. PHWIE Fes- (954)4312 I Mt. Nor ( ) ADDRESS: . PRODUCER 232 CUSTOMER ID N. INSURERis) AFFORDING COVERAGE NAIC # INSURED TRUVIANS GLASS 84 ALUIVINUVI 1721 MN 107 AVE P©VBROKE PINES FL 33025 INSURER A: Bankers Insurance Company OCCUR INSURER B: INsuma c : 04/13120/1 INSURER D : EACH OCCURRENCE INSURER E : _GENERAL X INSURER F : $ 100000 KATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 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. INSR LTR TYPE OF INSURANCE ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF (MM/DDI YYYI POLICY EXP (MMIDD/YYYY1 UNITS A LIABILITY COMMERCIAL GENERAL ICLAIMS -MADE I LIABtunr OCCUR 090005331984904 04/13120/1 04/1312012 EACH OCCURRENCE 1000000 _GENERAL X PRDAEMGTO RNE , m ce) $ 100000 X I MED DIP (Any one person) $ 5000 PERSONAL & ADV INJURY $1000000 GENERAL AGGREGATE JI 2000000 $ 2000000 GEM_ AGGREGATE LIMIT POLICY [ ,PF O- APPLIES PER: PRODUCTS - COMP/OP AGG — 1 I LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea ascent) $ BODILY INJURY (Per person) $ — BODILY INJURY (Per accident) $ — PROPERTY DAMAGE (Per B0°�) $ _ $ $ UMBRELLA A L.IAB EXCESS UAB OCCUR CLAIMS-MADE EACH OCCURRENCE J $ — AGGREGATE DEDUCTIBLE RETENTION $ $ _ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNEFUEXEECUTIVD OF OFFICER/MEMBER EXCLUDED? (Mandatory In NH) DESSCR OF OPERATIONS below N / A I WC STATU- IX IOTH- TnRV s tMrrc PR EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (Attach ACORD 101, Additional Ftamarks Schedule, If more space Is requbed) MIAVI SHORES VILLAGE BLDG DEPT 10050 NE 2143 AVE MIANI SHORES, FL 33138 Phone: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .56 C.4'''''.----..- ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD Shapar Realty 9497 Old Pine Rd. Boca Raton, Fl. 33428 Miami Shores Village Building Dept. 10050 NE 2nd Ave. Miami Shores, Fl. 33138 August 5, 2011 I, Ned Shandloff, of Shapar Realty, property owner of 9801 NE 2nd Ave. Miami Shores, Fl., 33138, allow the entry door replacement with shutters to be installed. Yours truly, Ned Shandloff 9801 North East 2 Avenue, Miami Shores, FL - Google Maps Cote maps Page 1 of 1 To see all the details that are visible on the screen, use the "Print" link next to the map. • http: / /maps.google.com /maps ?h1 =en &tab =wl 9/14/2011 • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00* • • • • 000 • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • •• • • • • • • • •• • • • • • • • • • • • • 00* • • • • • • • Commercial door 9801 NE 2nd Avenue Miami Shores, Florida 33138 August 18,2011 ASCE 7 -05, V =146 MPH, Exposure C Formulas: +6Cp: 1.18 - 0.177 x (door & window area) -GCp Zone 4: -1.28 + 0.177 x (door & window area) -GCp Zone 5: -1.75 + 0.353 x (door & window area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x ( -GCp - 0.18) Zones & pressures for project Victor I. Bruce AR- 0017103 Width Height Win. Area Zone +GCp -GCp +PSF -PSF .67 20.01 4 0.949679 - 1.04968: '49 '54 5 0.949679 - 1.29066•,..49 .;.,64 • • • • • • • •••• •••• • • • • •••• •••• ••• • • • • • •• •• •• • • • • . • • • • • • • • •• • • • • • MIAMFQADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Arch Aluminum & Glass Company, Inc. 10200 NW 67th Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.• BORA reser es.tjie right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Dijisibrnthat this product or material fails to meet the requirements of the applicable building code. '.: Arch Aluminum & Glass Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 05- 1012.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -277, titled "NI Series Aluminum Narrow Stile Outswing Door Non Impact ", sheets 1 through 9 of 9, prepared by EngCo Inc., dated 10/02/05, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS (transferred from file # 05- 1012.04) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 (Not performed) 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an outswing aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4534, dated 05/04/05, signed and sealed by Edmundo Largaespada, P.E. • • • • • • • 2. Additional referenced test reports • • • ▪ • • .. • • 2.1 Test Report No. FTL -1254 per PA 202 -94 •• • 2.2 Test report No. FTL -1802 per PA 202 -94 • • 2.3 Test Report No. 05 -105D -7066 •"' • ".. • •••• •••• •.. • • • • • •• •• •• C. CALCULATIONS (transferred from file # 05- 1012.04) • • • • • 1. Anchor Calculations and structural analysis, complying with 03G-21004, prepared by . • EngCo Inc., dated 03/09/06, signed and sealed by Pedro De Figueiredo, P . • • 2. Complies with ASTM E1300- 98 &-02 • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None • F. STATEMENTS (transferred from file # 05- 1012.04) 1. Statement letter of conformance and no financial interest, prepared by Engco Inc., dated 10/10/05, signed and sealed by Pedro DeFigueiredo, P.E. 2. Statement letter of compliance, part of above referenced test reports. G. OTHER 1. This renews NOA # 05- 1012.04 expiring November 23, 2011. 2. Previous associated files to this approval are NOA(s) # 01- 0910.09 and 98- 1026.03 . E -1 1. LLB "J Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0818.02 Expiration Date: November 23, 2011 Approval Date: November 23, 2006 • • 'P ..v iv.•, va* ars.i• L• V J LL` 1\l.L AI.JDIY1L1 1JGL A. DRAWINGS (transferred from file # 05- 1012.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -277, titled "NI Series Aluminum Narrow Stile Outswing Door Non Impact ", sheets 1 through 9 of 9, prepared by EngCo Inc., dated 10/02/05, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS (transferred from file # 05- 1012.04) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading p er FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 (Not performed) 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an outswing aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4534,.dat�d • • 05/04/05, signed and sealed by Edmundo Largaespada, P.E. • . ▪ . 2. Additional referenced test reports • •• • 2.1 Test Report No. FTL -1254 per PA 202 -94 • 2.2 Test report No. FTL -1802 per PA 202 -94 •••• •... ▪ • 2.3 Test Report No. 05 -105D -7066 • •.. "" C. CALCULATIONS (transferred from file # 05- 1012.04) 1. Anchor Calculations and structural analysis, complying with FIIV2604, prepared by EngCo Inc., dated 03/09/06, signed and sealed by Pedro De Fig`uei. odo, P.1. • 2. Complies with ASTM E1300- 98 & -02 • • • • • • • • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (transferred from file # 05- 1012.04) 1. Statement letter of conformance and no financial interest, prepared by Engco Inc., dated 10/10/05, signed and sealed by Pedro DeFigueiredo, P.E. 2. Statement letter of compliance, part of above referenced test reports. G. OTHER 1. This renews NOA # 05- 1012.04 expiring November 23, 2011. 2. Previous associated files to this approval are NOA(s) # 01- 0910.09 and 98- 1026.03 . E -1 s(1.4-1 1. Lh4 J Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0818.02 Expiration Date: November 23, 2011 Approval Date: November 23, 2006 USE DOOR IN COMBINATION WITH AN APPROVED STOREFRONT/ CURTAIN WALL FRAMING / FOR ANCHOR RSPECNOACATIGNS /// 11HEADER /1 4( N F- 72' MAXIMUM SEE XX CONFIG. DOOR OPENING �1 I I - -- \--SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS XX OR X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING TYPICAL ELEVATIONS 32 I/2'x72' k`_- 72' MAXIMUM TRANSOM LITE -, DOOR OPENING FRAME HEIGHT X 0 Cu 0 1 TRANSOM / 30'x75 3/4' POOR GLASS LITE GENERAL NOTES. 1- CODE. THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE CHVHZ) 2- DEFINITION. THIS PRODUCT IS A NON IMPACT ALUMINUM OUTSWING DOOR. - NARROW STILE MODEL 3- LIMITATIONS' a 1- THE USE OF THIS PRODUCT IN WIND-BORNE DEBRIS REGION WILL REQUIRE APPROVED IMPACT RESISTANT HURRICANE SHUTTERS. 3.2- DOORS ARE NOT TO BE USED WHERE WATER INFILTRATION REQUIREMENTS MUST BE MET. 3.3- DESIGNED PRESSURES MUST NOT EXCEED THE ALLOWABLE DESIGN RATE ON TABLES 1 ON SHEET 2. 4- 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' 5- DESIGN LOADS. LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 6- MATERIAL. ALL ALUMINUM PARTS TO BE 6063 -T5 OR AS INDICATED AND GLAZING TO BE 3/16' TEMPERED GLASS FOR DOOR LITES AND 1/4' FOR TRANSOM AS SPECIFIED IN THIS APPROVAL. 7- FASTENERS. ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 8- USE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING. 8.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 8.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 9- MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FBC SECTION 2003 8. 4. USER INSTRUCTIONS• 1- DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Pd) AS PER ITEM 5 OF GENERAL NOTES, SHEET 1. 2- VERIFY IF MAXIMUM DOOR ALLOWABLE PRESSURE AS PER TABLE I ON SHEET 2 IS GREATER THAN Pd. 3- INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. ILLUSTRATION 'Z' I--- OVERHANG •• • •• • •• ••• •• • • • • NOTES, • • 1- UNITS MUST BE INSTALLED AT •• • LOCATIONS PROTECTED BY A OVERHANG MEETING CRITERIA AS PER ILLUSTRATION 'Z' OR IN NON- HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. 36' MAX. DOOR OPENING FRAME HEIGHT 120' MAX. XX /0 OR X/0 - PAIR OR SINGLE DOOR WITH TRANSOM Saimemb Pf•iplCT AWIMW. o6lfl.r- 75 MAX. AT> r� p' MAX. FRAME WIDTH iT 1. R ME WIDTH 72' MAXIMUM r -DOOR OPENIN 36' MAX. DO I S to z Z W Z 2 O. O. ••W •C• •Q •c• •SIX SI • ••I- • Q• • • • • ••X a• E uT • <• al • • 6435'x7! 3/4. DOOR GLASS LITE -' ••• ♦ • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • XX OR X ••• • • • • • • • • • • • • • •• •• ••• • • - PAIR OR SINGLE DOOR 1-1101 MANUFACTURER: Arch Aluminum & Glass Co. Inc 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL (800) 432 -8132 FAX'(954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: +Fng( a 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAR 0 9 zags Engineer Seal Pedro De Figuairedo PE 52509 Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: PRODIACTIUMMID 1•6r011Ml lb Drawing Number 05 -277 Sheet 1 of 9 TABLE 1 - ALLOWABLE DESIGNED PRESSURES DOOR WIDTH (IN) DOOR HEIGHT (IN) TRANSOM HEIGHT (IN) DESCRIPTION ALLOWELE PRESSURE OPTION 1 (PSF) OPTION 2 (PSF) HINGE STILES ALUMINUM ROTE, HINGE 0 ' ±78. 2 +78.2, -88.2 3 4 1/2 BRASS BUTT HINGES 18 4 ±78. 2 +78.2, -88.2 1 LOCKS 80 24 3 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR ±78. 2 +78.2, -88.2 ACTIVE STILE 1 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR 30 TABLE I OPTION 1 ±78. 2 ' +78.2, -88.2 60' TABLE I OPTION 2 36 INACTIVE STILE ±76. 5 +76.5, -86.2 PAIR 9 0 2 POINT LOCK OPERATED ON INTERIOR W/ 2086 DEVICE AND KEY ON EXTERIOR ±74. 5 +74.5, -84.0 30' 18 174.5 +74.5, -84.0 SINGLE 84 24 ±74. 5 +74.5, -84.0 30 ±74. 5 +74.5, -84.0 36 ±74. 5 +74.5, -84.0 0 ±65. 2 +65.2, -73.5 18 ±65. 2 +65.2, -73.5 80 24 165.2 +65.2, -73.5 30 ±65. 2 +65.2, -73.5 36 ±63. 7 +63.7, -71.8 PAIR 0 ±62, 1 +62. 1, -70. 0 72' 18 ±62. 1 +62 1, -70.0 SINGLE 84 24 ±62. 1 +62. 1, -70.0 36' 30 ±62. 1 +62.1, -70.0 36 ±62. 1 +62. 1, -70.0 NOTES, 1- DOOR WIDTH AND HEIGHT ON TABLE 1 ARE OPENINGS DIMENSIONS. 2- SEE HARDWARE SCHEDULE FOR ALLOWABLE PRESSURE OPTIONS HARDWARE OPTIONS: APPROVED CONFIGURATIONS XX L.31 z z i- W I D W K DOOR OPENING WIDTH ❑ /XX 0 L DOOR OPENING WIDTH - •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• X 0I < F r I DOOR H OPENING WIDTH Dix I z zf- W2 a_u 0 W 0 0 C / ••• ••• • • •• • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • • • • • • ••• • • • DOOR H OPENING ,-- WIDTH PRODUCT RENEWED i `4AWa` *fa Ike Florida t.v,al_ O1 MANUFACTURER: Arch Aluminum & Glass Co. Inc 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL, ( 800) 432 -8132 FAX, ( 954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: lEn.gUin Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAR 119 2006 Engineer Seal Pedro Da Figuairedo P£ 52609 Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: Drawing Number 05 -277 Sheet 2 of 9 ••• • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • OPTION LOCATION DESCRIPTION ITEM NUMBER ALLOWABLE PRESSURE (PSF) HINGES PIVOTS I HINGE STILES ALUMINUM ROTE, HINGE H40 TABLE 1 OPTION 2 2 TOP, MID 6 BOTTOM PIVOTS H30 6 H31 3 4 1/2 BRASS BUTT HINGES H2O 4 TOP 6 BOTTOM PIVOTS H30 TABLE I OPTION 1 1 LOCKS 5 ACTIVE STILE 3 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR L13 TABLE 1 OPTION 2 6 ACTIVE STILE 1 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR L11 TABLE I OPTION 1 7 INACTIVE STILE TWO MANUALLY OPERATED FLUSH BOLTS LI2 TABLE I OPTION 2 8 INACTIVE STILE 2 POINT LOCK OPERATED ON INTERIOR WITH THUMB TURN L14 TABLE 1 OPTION 2 U w -u > EL LA C 9 ACTIVE INACTIVE STILES 2 POINT LOCK OPERATED ON INTERIOR W/ 2086 DEVICE AND KEY ON EXTERIOR LID TABLE 1 OPTION 2 APPROVED CONFIGURATIONS XX L.31 z z i- W I D W K DOOR OPENING WIDTH ❑ /XX 0 L DOOR OPENING WIDTH - •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• X 0I < F r I DOOR H OPENING WIDTH Dix I z zf- W2 a_u 0 W 0 0 C / ••• ••• • • •• • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • • • • • • ••• • • • DOOR H OPENING ,-- WIDTH PRODUCT RENEWED i `4AWa` *fa Ike Florida t.v,al_ O1 MANUFACTURER: Arch Aluminum & Glass Co. Inc 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL, ( 800) 432 -8132 FAX, ( 954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: lEn.gUin Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAR 119 2006 Engineer Seal Pedro Da Figuairedo P£ 52609 Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: Drawing Number 05 -277 Sheet 2 of 9 ••• • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • GLAZING DETAILS TYPICAL TRANSOM 1/4' TEMPERED G13 GLASS DOOR VERTICAL STILES D110, 0111 DI12 016 G12 INTERIOR 015 GLASS BITE 3/16' or 1/4' TEMPERED GLASS EXTERIOR DOOR TOP & BOTTOM RAILS 3/16' or 1/4' TEMPERED GLASS of D100, 0102, w F- -cv� 2 f L7 D15 D101 D103 D104J st fey m N. Cu z (E. D. ) MIN. EDGE DISTANCE CONT. BEAD OF SILICONE TYPICAL ANCHORS SEE SHEET 8 of 9. (E. D. ) MIN. EDGE DISTANCE TYPICAL ANCHORS SEE SHEET B of 9 G13 Gil OPTIONAL 1X OR 2X WOOD BUCK OPTIONAL OVERHEAD CONCEALED DOOR CLOSER F15 #8x1 3/4' FHSMS 3' FROM EA END & 10' OC F22 2' ALTERNATE HEADER 3/16' or 1/4' TEMPERED GLASS O -J F17 T Cu Cu z F23 OPTIONAL IX OR 2X WOOD BUCK F11, F121 1 ALTERNATE TRANSOM 1/4' TEMPERED GLASS #10- 24x1/2' FH THREAD CUTTING MS 2 2 1/4' FROM ENDS & 12' OC F16 •• ••• • • • • • • • • • • • • • • • . • •.• • •• ••• •• • • • ••• ••• • • • • ••• • • • • • • • • • • • •• •• • • • • • ••• • Gil F15 OPTIONAL OVERHEAD CONCEALED DOOR CLOSER 9Bx1 3/4' FHSMS 3' FROM EA END & 10' OC F22 2A' ALTERNATE MULL HEADER 3/16' or 1/4' tROOLTRUUMED mommpbfigwadmrksids Oliftemie TEMPERED GLASS 1140.61. . c It f r ! 0 I56 I Lk4.c 11Mis MANUFACTURER: Arch Aluminum & Glass Co. Inc. 10200 NW 67TH STREET TAMARAC - FL — 33321 TEL (800) 432 -8132 FAX 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: I.EngQIn Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fox: (954) 585 -0305 Engineer Seal Pedro De FIgueirede PE 52609 Date: 10/02/05 Scale: NA Design by: PPMF •• • • • •• •• • • • • • • • • PRODUCT CONTROL DIVISION: PRODUCraE1/188D esees>Mgie.mid the Merida =IL OS-1012..0c tgYdee 9.ee Product Cestre1 Drawing Number 05 -277 Sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • X • Q N. _ X-'N E. D ) MIN. EDGE DISTANCE r- TYPICAL ANCHORS SEE SHEET 8 of 9 F19 G13 ra 1 TRANSOM F12 1/4' TEMPERED GLASS G13 F2I F14 TYPICAL ANCHORS A- 414 SS WOOD SCREWS OR 1/4' TAPCONS W/ 1 1/2' EMBED. INTO WOOD (SG =. 55) B- 1/4' TAPCONS V/ 1 1/4' EMBED. INTO MASONRY C- 1/4 -14 SELF DRILLING SCREWS INTO METAL STRUCTURES C 1/8' MIN. 6063 -TS ALUMINUM OR ASTM A36 STEEL) E. D. = 1' FOR WOOD E. D. = 3' FOR CONCRETE E. D. = 3/4' FOR METAL OPTIONAL IX OR 2X WOOD BUCK CURTAIN WALL OR WINDOW WALL INSTALLED AND DESIGNED BY SEPARATE PRODUCT APPROVAL 2A MULL HEADER F21 Fit 1/4 -14 SELF DRILLING SCREWS INTO ALUMINUM CURTAIN WALL AT 12'OC 2B ALTERNATE • HEALWR CONT. BEAD OF SILICONE-- ( E. D. ) MIN. EDGE DISTANCE TYPICAL ANCHORS SEE SHEET 8 of 9 D100 -104 TYPICAL MAXIMUM DOOR OPENING - 84' TYPICAL DOOR PANEL HEIGHT - 83 6"i" N z s •• • • • • • • • • • •• ••• •• • • BEAD OF SEALANT F21 FI1 F121 2 HEADER MANUFACTURER: Arch Aluminum & Glass Co. Inc 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL (B00> 432 -8132 FAX, (954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: TEngGn Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 PROWTRIDNESVED Salbecmk "'6 11Ph drPetlannrzi,i2. ,a4 SILL D101 -104 ••• ••• • • • • • • • • • • • • • • • • •• •• • • • • • ••• • •• • • • • •• • • • • • • • • F20/F201 TYPICAL ANCHORS SEE SHEET 8 of 9 MAR 0 9 2006 Engineer Seal Pedro D• Flguelreda PE 52609 Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: PROP}J TIM1 BBP r eeerybesge•• P• Plef•e Pre AM, Drawing Number 05 -277 Sheet 4 of 9 ••• • • • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • 0400 • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• • •• ••• •• • • • Of • • • • • • • • • •0 ••• • • • • 0 •• F18 F21 4A HINGE OR LOCK JAMB WITH SIDELITE OPTION 1 3110-112 SIDELITE PART OF 4500 STOREFRONT APPROVAL 1 3/4' 5 MEETING STILES D17 72' MAX. DOOR OPENING 75 1/2' MAX. FRAME WIDTH TYPICAL ANCHORS A- 1114 SS WOOD SCREWS OR 1/4' TAPCONS V/ 1 1/2' EMBED. INTO WOOD (SG =. 55) B- 1/4' TAPCONS W/ 1 1/4' EMBED. INTO MASONRY C- 1/4 -14 SELF DRILLING SCREWS INTO METAL STRUCTURES (1 /8' MIN. 6063 -T5 ALUMINUM OR ASTM A36 STEEL) E. D. = 1' FOR WOOD E. D. = 3' FOR CONCRETE E. D. = 3/4' FOR METAL 3/16' or 1/4' TEMPERED GLASS LD18 72' MAX. DOOR OPENING 75 1/2' MAX. FRAME WIDTH INTERIOR 3/16' or 1/4' TEMPERED GLASS EXTERIOR INTERIOR TYPICAL ANCHORS SEE SHEET B of 9 4 JAMB TO WALL D110 -112 3/16' or 1 /4'J TEMPERED GLASS EXTERIOR F21 F18- FID T 41111 T IL J 72' MAX. DOOR OPENING D17 75 1/2' MAX. FRAME WIDTH 1 3/4' CURTAIN WALL OR WINDOW WALL INSTALLED AND DESIGNED BY SEPARATE PRODUCT APPROVAL 4A HINGE OR LOCK JAMB WITH SIDELITE OPTION 2 INTERIOR 51.16••0!^ 0/46 =EMPEREDD GOIV, OPTIONAL f IX OR 2X I WOOD BUCK MAX. 1/4' SHIM • • t TESIOR o S • • Lr•1. •• ••• �i •• • • • •• 72' MAX. DOOR OPENING '7-•rmss-• -75 1 /g' IlX. FRAM, ,WIDTH • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • MAX. 1/4' SHIM OR 18M1i1BtMFeem• emeebfrodaieelneles &Me Cede agieekle Augftemw -AY AP- Memel MANUFACTURER: Arch Aluminum & Glass Co. Inc 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL.(800) 432 -8132 FAX,(954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: +iEng( n 3nr. CA 8116 6971 W. Sundae Blvd. 104 Plantation. Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAR 0' 9 2006 Engineer Seal Pedro Ds Flguelrsdo PE 52609 Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: PRODIXT,NEV SND erpb•aedit lPblb •slag Clds ,s. • CL-a4 tapinAine o•le iatr {are f Drawing Number 05 -277 Sheet 5 of 9 ••• • • • • • • • • • • • • • .. • • •• •• ••• • • • • •.• • . • • • • . •.• • • • • • • • • • • • • • • •• •• • ••• • • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • 0410 • • • • ••• • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • • •• • •• ••• •• • • • •• • • • • • • • • • 00 000 • • • • • •• FULL LENGHT TOP PIVOT INTERN. PIVOT BOTTOM PIVOT HINGE OPTIONS TWO ROWS #12- 24X3/4 FH SELF TAPPING SCREWS 1440 #12- 24X3/4 FH SELF TAPPING SCREWS CONTINUOUS ALUMINUM ROTON HINGE HAGER 780 -112 FASTENED TO FRAME AND DOOR STILE WITH. (25) TOTAL SCREWS ON 80 6 84' DOORS H30/H31 OFFSET PIVOT HINGES OFFSET CAST ALUMINUM PIVOT HINGES INTERNATIONAL H26 (TOP 6 BOTTOM) INTERNATIONAL H14 (HIDSPAN) #10 -24 FH SELF TAPPING SCREWS 4 PER HINGE SIDE H22 ICE \-H20 H21 4 1/2' BRASS BUTT HINGES HAGER BB -1191 12'FROM CL TO BOTTOM OF DOOR 7' FROM CL TO TOP OF DOOR ONE AT MIDSPAN BILL OF MATERIALS ITEM a PART P DESCRIPTION MATERIAL /REMARKS D100 AGA -4 2 1/2' l0{' RAIL 6063 -15 0101 AGA -5 3 1/2' TOP /BOTTOM RAIL 6063 -T5 D102 AGA -152 5' TOP /BOTTOM RAIL 6063 -T5 D103 AGA -69 7 1/2' TOP /BOTTOM RAIL 6063 -T5 D104 AGA -1007 10' TOP /BOTTOM RAIL 6063 -T5 D110 AGA -121 2' HINGE STILE 6063 -T5 0111 AGA -73 3 1/2' HINGE STILE 6063 -T5 0112 AGA -108 5' HINGE STILE 6063 -T5 0120 AGA -144 2' ACTIVE STILE 6063 -T5 D121 AGA -150 3 1/2' ACTIVE STILE 6063 -T5 D122 AGA -151 5' ACTIVE STILE 6063 -T5 D130 AGA -149 2' INACTIVE STILE 6063 -T5 0131 AGA -155 3 1/2' INACTIVE STILE 6063 -T5 0132 AGA -110 5' INACTIVE STILE 6063 -T5 015 AGA -113 SASH 6063 -T5 D16 AGA -114 SASH BEAD 6063 -T5 017 TR 36 3/8' -16 THRU BOLT WITH NUTS STEEL 018 S -PILE SCHLEGEL WEATHER STRIP PILE G12 H -64 GASKET NEOPRENE Flt 4506 CLOSED BACK HEADER 6063 -T5 F12 4502 CHAIR RAIL 6063 -T6 F121 4501 OPEN BACK HEADER 6063 -T5 F13 4503 GLASS STOP 6063 -T5 FI4 4505 MULLION 6063 -T6 F15 1012 1 3/4 X 4 1/2' TUBE HEADER 6063 -T6 F16 1051 APPLIED SASH 6063 -T5 F17 I051A SASH GLASS STOP 6063 -T5 F18 4500 OPEN BACK JAMB 6063 -T5 F15 4008 FLAT FILLER 3 1/2' LONG 6063 -T5 F20 1040 4' SADDLE THRESHOLD 6063 -T5 F201 2005A 4' BUMPER THRESHOLD 6063 -T5 F21 4510 DOOR STOP 6063 -T5 F22 AGA -95 APPLIED DOOR STOP 6063 -T5 G13 H -63 WEDGE -IN GASKET NEOPRENE DII H -65 DOOR WEATHERSTRIP NEOPRENE F23 H -62A SETTING BLOCKS AT 1/4 POINTS NEOPRENE H100 1061 PUSH BAR (OPTIONAL) 6063 -T5 H101 AR800 HANDLE (OPTIONAL) 6063 -T6 H2O BB1191 HINGES HAGER 4 1/2 X 4 BRASS H21 H -15 -AD HINGE BACK -UP PLATE STEEL H22 H -15 -AF HINGE BACK -UP PLATE STEEL H30 H26 TOP 6 BOTTOM OFFSET PIVOT ALUMINUM H31 H14 INTERMEDIATE PIVOT ALUMINUM H311 1/8'- 1'x 8 3/4' BAR AT INTERMEDIATE PIVOT STEEL H40 780 -112 HAGER ROTON HINGE ALUMINUM L10 H75 2 POINTS LOCK V /PANIC PANIC TOUCH BAR 2086 JACKSON L11•• • 11390500 • • • ONE•P0114W LUCK NEW • TAUNT! TAN • • ADAMS RITE LI 630' T." B. T USH BOLTS REFLECTOLITE L12f - . • • f' 14 B T UIDL• L17•• 4( g -4111,0, 3 "D TNT L.. K 44 EY 6 THUMB T N ADAMS RITE L14 1880 2 POINTS LOCK OPERATED ON INTERIOR WITH THUMB TURN ADAMS RITE mom ••• ••• • • • • • • •• •• • • • • ••• • • • • • • • • ••• • •• • • • • •• • • • • • • • • amino C. wI wII� t -o ko2- 44��4dJ/ MANUFACTURER: Arch Aluminum & Glass Co. Inc. 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL: (800) 432 -8132 FAX. (954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: +FngQIn 1-nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 MAR 0 9 2006 Engineer Seal Pedro Da Flguairado PE 52609 Date: 10/02/05 Scale: NA Design br PPMF PRODUCT CONTROL DIVISION: PROBIJICr•REV,M9 Malmo of er - 012-0 Drawing Number 05 -277 Sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • P ... • • • ••• • • • •• •• • • • •• •• Si • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • .•• • • • • ••• • • ► •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• •S. • • •• • •• •►• •• • • • •• • • • • • • • • • •• ••• • • • • • •• WEATHERSTRIP COMPONENTS G11- DOOR STOP 012 DOOR WEATHERSTRIP GLAZING GASKET NEOPRENE H -65 NEOPRENE H -64 . 548 PER G13 FRAMING WEDGE IN GASKET NEOPRENE H -63 D110, 111, 112 HINGE STILE 2'. 3 1/2'. 5' 0120,121,123 ACTIVE STILE DOOR COMPONENTS 1. 644-y � e_,----,..s 0. 094 01 1 D100- TOP RAIL AGA -4 D15- EXTERIOR GLASS STOP AGA -113 2', 3 1/2', 5' 644-1 0. 094 1 0101, 102, 103 104 BOTTOM/TOP RAIL L121 FLUSH BOLT GUIDE STAINLESS STEEL NOTE. ALL ALUMINUM COMPONENTS MADE OF 6063 -T5 ALLOY EXCEPT AS NOTED FRAMING COMPONENTS 0.062 i -- 0 m 0 4. 500 I / , F11- HEADER 4506 F 4- TRANSOM MULLION 4305 0 N. 4. 500 .093 FIS- ALTERNATE TRANSOM MULLION 1012 - 6063 -T6 ALLOY 0 0 N ; I ccii T o T T 0 3. 615 —2. 006 F13- HEADER GLASS STOP USE IN CONJUNCTION WI F12 4503 4. 500 F12- OPEN BACK HEADER 4502 F16- APPLIED SASH USE WITH F15/F17 1051 1 1 F19- INSERT SHEAR FILLER 3 1/2' LONG AT EACH ANCHOR USE W/ FIB AND F12 0. 652 0 T F17- APPLIED SASH ogauvipekmads I,iW 4efle * Mariam N. obdP ey MANUFACTURER: Arch Aluminum & Glass Co. Inc. 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL (800) 432 -8132 FAX 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: Eng(�tn Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 o 0 • FBI- DOOR STOP •• ••• • • • • • • • • • • • •. • • USE W/ F14. FIB • • • • . • •4. 000 4510 •• • • • ••• • i 0 • • • J • • O • • • • 0,4 t t! in m d d F20- SADDLE THRESHOLD til • ••• • • •• 10 0 N • • • • • • • • • • • C:.?, • S . r; •: • • • 4 1 { • • • a q in -1--- 0. i 62 F22- DOOR STOP USE 1.91 FIS F201- ALTERNATE BUMPER THRESHOLD AGA -5 D130, 131, 132 INACTIVE STILE D16- INTERIOR GLASS STOP AGA -114 0 0 tn I---2. 000 Engineer Seal Pedro De Figueirsdo PE 52E09 a Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: s iHillaPloiia =waft FIB- OPEN BACK JAMB F12I- OPEN PACK HEADER 4500 4501 2005A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 5 5 55 •• ••• • • • ••• • • Sheet 7 of 9 Ma- rl -i7I 7 ANCHORS A AT 10'OC OR 6 ANCHORS B/C AT 12'OC TYPICAL ANCHORS A- 614 SS WOOD SCREWS OR 1/4' TAPCONS V/ 1 1/2' EMBED. INTO WOOD (SG =. 55) B- 1/4' TAPCONS V/ 1 1/4' EMBED. INTO MASONRY C- 1/4 -14 SELF DRILLING SCREWS INTO METAL STRUCTURES (1 /e' MIN- 6063 -T5 ALUMINUM OR ASTM A36 STEEL) ANCHOR NOTES: I- EDGE DI,STANCE C ED. ): 1' FOR WOOD, 3' FOR MASONRY 6 3/4' FOR METAL 2- QUANTITY AND SPACING OF ANCHORS TYPE A WILL APPLY FOR INSTALLATION WITH BUCK. 3- WOOD BUCKS ARE HOT BY ARCH ALUMINUM, THEY ARE TO BE PROVIDED AND DESIGNED BY OTHERS 4- STRUCTURAL BUCKS ARE TO BE MADE OF MINIMUM 2X5 PT. WOOD. 5- NON STRUCTURAL BUCKS MADE OF LESS THAN 2X MUST BE CONTINUOUS AND FRAMING IS TO BE ATTACHED TO THE MAIN STRUCTURE. ANCHOR SPACING LAYOUT 4 ANCHORS A AT 10'OC OR 3 ANCHORS B/C AT 12'OC IlL -7_ _l7 1 -17 L y X Y X F-a N • y Q04 • aOU • •O U<IL• • •Q_ •• N • • • 4 ANCHORS A AT 10' OC OR 3 ANCHORS B/C AT 12' OC -t U U 000 Q(UOCp W 0-X RI I-XLJX rn<a X < 17X OF -2'F- Z <0.:E Q qUO Old Z1.11 U ¢U ¢ Q • (4 H • I' } —14 7 ANCHORS A I7 1 : --IZ I••• 1i••• AT 10'OC OR 6 ANCHORS B/C AT 12'13C • • • • ANCHORS • • • is AT 10.00 OQ • • • • • • •3 ANGj -IRS Bice • • • AT 12'OC • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • ••• • • • • • ••• • • 111111111CTRINPMED .Mre/Yalr AN• o - oSI(,OZ E Iiv�es IYD✓ Ou 7 ANCHORS A AT 10' OC OR 6 ANCHORS B/C AT 12' OC Nibs MANUFACTURER: Arch Aluminum & Glass Co. Inc. 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL: (800) 432 -8132 FAX: (954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: +.En4C1n Jnr. CA 6115 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ADDITIONAL ANCHOR ADDITIONAL ANCHOR d£Pi£ Y7 7 F-£ W£ .-a•-• NX>•X 0 Q H O £ X £ 2 V) Z L Z < < ¢ Q O Q R U F7 O W Z W -'0<0 < < a. 00- (.4 MAR 9 2005 Engineer Seal Pedro De Flgueir•do PE 52609 Date: 10/02/05 Scale: NA Design by: PPMF PRODUCT CONTROL DIVISION: raorycpazinsin lot ot2C4 ill -111- 4 ANCHORS A AT 10' OC OR 3 ANCHORS B/C AT 12'OC 7 ANCHORS A AT 10'13C OR 6 ANCHORS B/C AT 12'OC Drawing Number 05 -277 Sheet 8 of 9 ... • • • •.• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 000 • • • • ••• • • • •S. •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • •• • •• ••• •. • • • •• • • • • • • • • • •• ••• • • • • • •• ASSEMBLY DETAILS DOOR CORNER ASSEMBLY 3/8' DIAM. STEEL THREADED ROD WITH 3/8' NUT F18 -F18 HEADER CORNER ASSEMBLY Real I/4'PH THREAD CUTTING MS F11 OR F12 Real I/4' PH THREAD CUTTING MS TRANSOM MULL CORNER ASSEMBLY FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT Q' "i SCHNEE MOREHEAD 5504 OR EQUAL. II1/16- 1 1 /2'X 1 1/2' 6063 -T5 ALUMINUM ANGLE CUT 4' LONG • #12- 32X3/4' rF� M�•• H :TF E4J f 1 'i'Ni Illi �� • • ../"-------..---".....-41 • ••• • • • • • •• • • • • • • • • • TR•AASOM MULL CORNER ASSEMBLY •• • • • • •• • • • • • • • • • • • L4 ••• • • • • • • • • • ••• • • • • • • • • • ••• • • • • F14 $ 0 -24 X 1/2" THREAmaithriddriwaw i+egbieldbilol1rIM - my 66- oV 0t 4,0v 2A 1DI4 10 X I- READ -14 3/4' CUTTING MS 2 X 2 X 1/8" ALUM ANGLE. 7 /B' LONG SILL CORNER ASSEMBLY THRESHOLD WITH JAMB F20 MANUFACTURER: Arch Aluminum & Glass Co. Inc. 10200 NW 67TH STREET TAMARAC - FL - 33321 TEL: (800) 432 -B132 VAX,(954) 724 -9293 PRODUCT: NI SERIES ALUMINUM NARROW STILE OUTSWING DOOR NON IMPACT Engineering: ±Eng-To Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585-0304 Fax: (954) 585 -0305 Engineer Seal Pedro De Figuelr•do PE 52609 D ate: 10/02/05 Scale: NA D esign by PPMF PRODUCT CONTROL DIVISION: Drawing Number 05 -277 Sheet 9 of 9 • •• ••• • •• • • • • • • • • • • ••• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 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.miamidade.aov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signad and sealed by Frank L. Bennardo, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact • ... LABELING: Each panel shall bear a permanent label with the manufacturer's name of logo,•city, statessn'd the following statement: "Miami -Dade County Product Control Approved ", unless otherwise hbted hereip. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed gpti rare has n 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 f'ltion or clitmge in the• • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an e$ddrUment bfy: product, for sales, advertising or any other purposes shall automatically terminate this Nb•A7Pailure 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, an •%lfowed by • the expiration date may be displayed in advertising literature. If any portion of the NOA•lt displayecl, 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 renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page B-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. • • .. • • • .• • • 11/01 /Zoo7 NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Benrardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 . .... • • • .... • • • • .. • • • .. • ... • • • .... .... • • .... • .... • • .... ... • .. .. • • • • I . • • .. • • . • • • • • • • .. • • • • • • 7 A. Makar, P.E., M.S. Product Control Examiner NOA No. 07 -0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 t FWGPA5f PAM. rLONANCN OPTIONAL) 130'1 I ��• I GAL ®� 1.0079• -I 1970• P M., PAM. VANIZED I 8180418880(18044,4 h' Noll BA= -111 1312' I.10'+I N. S.1-70 • RN' 5.5. STUD 1I19u' II-- _LTSI•»I F••LTBP+ 17800' PANEL COVERAGE 14.438' PANEL LENGTH 0 STORM PALL 0.1E0' MN 70:27. 1900• TTP. 0 STUDDED ANGLE 0175• rTrp• I1001 MIN. 5000• MAX O BUILDOUT/CL0SURE ANGLE GENERAL NOTES: L THIS SH11TER SYSTEM HAS BEEN 008101@0 AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM M ACCORDANCE WITH THE FLORIDA BUI.DING CODE 2001 AND PROTOCOLS (AS 701 FOR LARGE MISSILE IMPACT. TAO 707 FOR U41FOR1 STATIC AR PRESSURE AND TAS 703 FOR CYCLIC WIND LOADING 2. NO 833', INCREASE M ALLOWAiLE STRESS HAS BEEN USED IN THE 0081014'1 CV NE ANCHOR SPACING TABLES. 9. POSITIVE AND PSGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERN3LSD Sr 0(HERS 019 A JOB - SPECIFIC OASIS IN ACCORDANCE USN THE GOVEIa484 CODE. 1615) 48CE 1 -88 IS USED TO CALCULATE PRESSURES FOR USE WRH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR 1441•095 IS ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFOIR1ATION FOR A 8F2CPIC SITE. P SITE COPIDITIONS DEVIATE FROM THE 1804017104E DETAILED HEREIN. A LICENSED ENGINEER OR RECAIOTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CO 434461I3N WITH T1415 0000'RNT. B. PERMIT HOLDER SHALL VERIFY NE 4000UA09 OP THE � IT1140 STRICTURE TO WITHSTAND ADDITIONAL IMPOSED 6. STORM PANELS SHALL BE 2790 STEEL ( GALVANIZED THIC DIE65 2.0078' MINI CCNFOR'17414 TO 14511 14603, STRUCTURAL QUALITY, GRADE 50.040 GALV. COATING WIN A MIN PPu 570 K81. ALL EoTR18ma SHALL. BE 6063.10 ALUMURDI ALLOT, LIND. 1. PANELS SHALL SE •ER1ANENTLT LABELED 241111 A MINIMUM OP ONE MARCNG PER PANEL AS FOLLOU0, FLORIDA STORM PANELS, INC. OPA -LOONA FLORIDA MIA I -DADE COUNTY PROD. CONTROL APPROVED 01 STOR1 PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS 4140 LOADS 8140114 ON THESE DRAWINGS. REFERENCE CONSTRICTION TESTING CORPORATION (CTC). OP 1114111, FL, TEST REPORT No. 02.041. 7000• I � 39,0• MAX 0-{I µ.' _Lt. 09rAd.r 0978' I illy_ 0 I e.IBBO.IB9'�r� 1 • 0067 I f II m �� L row' i 11- 01300' 0080' 10.067 I--L,81'-�I LOasr O 'H' FADER 0 V HEADER T- .00 T lBUee 0.0516• GALV STEEL, GRADE 50) Low mix _1 5.000• MAX OJ -PAN CLOSURE 9'141 1 eze0• ' oono }I I1 f�ea50 1 1 0868' 14Th WAG -SIRED 01040'817 POGO $ AI-Loll 515.0.CUT T' TRACK 80901' L • 0010' MIL II KEYHOLE WASHER 54W.6100, MA= 01 (188 5 0P8PP1AL, NUM= A NEAP 145404 T 54LK -7/ 0 m =r1 f -Ih-O. TTP O 8 TRACK 155' • =RI LNI.PARD IP0ld. TO PANE. MAW (0° MOUNT (0004 TYPE 43 MEMO L991' 0,089• 006!'4 0175' 0,009'4- IDDSs' -11 - 111 I I 5319• 0093• O TOP v TRACK (.3 001118 'U' TRACK 901(07 NoNI MON TTFB 48 80513) ®TYPICAL MOUNT ELEVATION Nis TO^MOU8 (COIN T VS AS REG•D) •• • • 0.187 •• OVERLAP WALL BEYOND WINDOW DISTANCE GREATER 114AN OR EQUAL TO LS TIMES BUILD -OUT DISTANCE (7001 FED SECT. 741.319) • • •• • Al• • • • • • ��gp• • • ON Y HOLLOW BLS OR 1100D FRAMING. 81.151ING CONCRETE, H0.LO10 BLOCK OR WOOD PRATING OW4 LL MOUNT CLOSURE DETAIL (4,10 Q88 : AT 048ENN/ LAST roe. TTPITiI PAA�, A0085 WORE 014.101. OBOT3K1l04 088Tg1T10VN EZIP MN. ELMS DUN. 0 1111 Ilit111;7"7-7_,11 PANEL BELAU ENNINLICTLEN 018 BITTEN MOUNT CCM TYPE A8 MEOW TYP. PANEL 00034, P OPTIMAL y 10 BTROH BOLTS WITH Ew:84800 108)40441534818(480 6 OVERLAPS • 110804(4 (USE APPROPRIATE SPAN TABLE) © TYPICAL MONT ELEVATION AROUSES OBSTRUCTION NIA Ma= 111 SSCI,OritE 7.144141 tii6 F:1460 AUe(..usm gr,O %-99%9 01 VIA=t;ka..a +Iw.gL Z3�(2oI3 11'FMC•11711n144 ALEN 4 0 ® OR .1-PAN CL05480 PIECE G) (888 DETAILS 4808041 LEG D CT10 4 MAY BE REVERSED. 065' MAX ExISAING 10. TOP I BOTTOM DETAILS SHORN MAY BE CONCRETE, INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAT HOLLOW BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT • • •BLQN= FOR MOUNTING CONDITIONS NCLUONG 14. OR 'U' HEADERS. • • IL ALL BOLTS 4144814ER3 SHALL BE ZINC COATED, • • GALVANIZED OR STAINLESS STEED. SETH A MINIMUM TENSILE • • • • STRENGTH OP 60 KOL • • FASTENER • B• O):. FOR DESIGN LOADS LESS THAN 4OORR L00.1.4L TO B 0851014.�{{..0405 080010 �R e1p)R USL•ALIM ARK! C: PIE* 051.• WITH ANC AF9b• 10' EC. -00:1041' cfo418 4 ET4 • y 7.00• MIX 0800' OVERLAP MINIMUM 085184534 • B• OZ. FOR DESK04 LOADS -I LESS THAN OR 08114E TO wipe 0885 -ff ANCNOR SCHEDULE POR ANY ACCEPTABLE ANC11004 FOR DESIGN LOADS GREATER 1100, TAN 51p6T, USE AL481 OGLE CLOBURO •MB PIECE ONLY RPM MOO 0 RS • 10.0 OTRAP MOUNT CLOSURE DETAIL NT9. EMSTNG CONCRETE, HOLLOW ®LOOK OR WOCEE FRAMING Applo sd. a77mY 815 BateFIDOO r. , .00 NOM,. %1faYF.- FRANC L 50414RDO, PE. 'PE0044541 REVISIONS CANEY COMAS N-R ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 51 -MEET: 1 OF 4 6x1380 GLAZNO t.S CONNECTION TTFE PaFS7®NCE ANONpR 3011 061.6 n POT MAN SHORT LEO MAY BE �' RBYERBED TOWAFgB 711E nan r 0smm' EG Md 1EIC 80815 OR A Kam MACNPR' scam (fl' NUT • Get 04 CON ALL OM CONNECTIONS 078' REV SEPARATION FROM GLASS (REP. TABLE 727 I RTPO CRICRETE. HOLLOW BLOCK CR W000 FRAMING (6EE ANCHOR a u a BASED CPI TYPE OP 8P0101160) u ., - .II :000 rP.,..= i EXIST/ G CONCRETE. HOLLOW BLOCK OR WOOD REAPING. SEE ANCHOR SCHED. SABER ON TYPE OP STRJCTLL65. ANCNOR 40.001 LE TS PPR MAX. SPACING 0.800• 0700' E%6T810 I GLAZWI 1/4.20$1. 6S. O2 CO SEMERI TTPE MACHP@ 6CRE5 REFERENCE 4NCN0R • 0b• OA 6C1EDW.E TZ FOR MAN ENISTPN CON081E. 6P4CpIG • es WOOD FRAMING AtCNOR SOHSO. BASED . STRUCTURE! 0 -O TYRE OP STRIC7URWALL MOUNT SECTION :.. i,. .... i. art; •"j H rnn OPTIONAL EUILOOUT MOUNTING CONPIGURATIONG (AT 116406R OR 6ILL7 ©BUILD-OUT MONT SECTION rug •NCNORB TO P.$ AT 0b' OR SW 00 I REPERENOE ANCHOR SCHEDULE TS FOR MAN EPA0N37. USE REMOY46L8 4NCOORB O6.Y EDGE DIST. Iffielsloa E%18TN0 CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE NNCWOR WARD. BASED ON TYPE O STRUCTURE. MASSA RECD SEPARATION PROM GLASS (REP. TABLE T77 EASING COME, HOLLOW BLOOC OR WOOD FRAMING. BEE ARDOR SOWED. EASED ON MRS OF STRUCTURE •• • • • • •• 028' 14•70 x1. 80 MACHINE 6CREW W/ WP6 0? '129' OL. REFEREE= ANCHOR SCHEDuLE Ts KR MAIL SPACING 1I5ISE NG CONCRETE, NOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEID. BASED O1 TYPE OP STRIOTW®. ••• • • • • ••• t2 20 °4' 08. MACHINE SCREWS •I1FE•0411 • • 122 COA2OTION TNi9 • RSnERENCH 4NCR•R • 072 P0R • MAX OPACtNG O W' TRACN/DIRECT MOUNT SECTION. • • • NTA SWING GLA2643 • • • • •• • REP SCHEDULE n � MAX I SFACPN a MAXIMUM ALLOWABLE SPAN SCHEDULE Load N► (Pa) No Stitch Bolts Lam (ft) Stitch Bolts At Mldapan 1-rauc (ft) 26 10' • 7" 10 - 7" 30 10'- 5' 10'- 5" 35 10-0' 10' -0" 39 9.9° 9'.9' 40 9 - B' 9' - B" 45 9.4" 9 - 5" 49 9 -11" 9'-3' 50 8' -10" 9 -2" 65 9 -5" 9 -11" 58 8' -2' 9 -10' 80 8' -1" 9 -9" 65 T - 9' 8'. 3" 70 T - 8" 7 - 8" 72 T -4" 7' -8' 75 T -2" 7 -2' 80 6'. 9' V- IT 80 9 -0" V -0" 100 5' -4° B' -4" 110 4'• 10" 4'- 10" 120 4' - Er 4' -6" 130 4'- 1" 4'- 1" T2 MINIMUM SEPARATION Positive Load (pst) Span Less Than: Separation (Inches) al.*. 30' Separation (Inches) at > 30' 6'. 0" 2.75" 1.22" 30 8'. 8" 2.75° 1.94" 10'. 5° 3.00" 3.00" 8'. 0° 2.75° 1.25" 35 B'- B" 2.75" 2.10" 10'. 0" 3.00" 3.00" 9 - 0' 2.75' 129" 40 8'- 8° 2.76" 2.28" 9 - 8° 3.00" 3.00° IT - a" 2.75" 1.32" 45 9 - 8" 2.75° 2,41" 9 - 4 2.82" 2.92" 6' - 0° 2.78" 138' e' - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 9 - 1" 2.75" 2.44" 70 9 - 0" 2.75• 1.51° T - 8" 2.75 2.24 SPAN SCHEDULE NOTES: TABLE 72 NOTES: L ENTER SPAN SCXF-DULE WITH NEGATIVE DESIGN LOAD TO DEIER1EVE MANIMUI ALLOWABLE STORM PANEL SPAN. 8010DULE 18 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGAT VE DE80N LOAD8. 2. INTERPOLATION BET1EEN LOAD8 10 ACCEPTABLE, OTHERWSE UBE NEXT NIGHER LOAD. I. ENTER SPAN SONEDULE 61111 POSITIVE DE80N LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION PROM GLASS OR DOOR TO SE PROTECTED. OCNEDULE IS REO7IRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION 051111216N LOADS IS ACCEPTABLE. OTHERWISE USE NEXT NKr1@,R LOAD. sium • • • • • • • • • I • • O CER.•NCtifl.• MOUNT 860TION J TA I C4 CONNECTION TYPI REFERENCE ANCHOR SCHEOW.E n POR MAX. SPACING FRANC L. BEM1NAI'� POI,PE. 'PE00R AMS 1 z D =3 FP Z t) _c LL O O LL REV1$10316 mnw 612.15"" SHEET: 2 OF 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••i • • PENETRATION OR EMBED. D118TRG CONCRETE. HOLLOW BLOCK OR WOOD PRATING. SEE ANCHOR GOOD. BASED GN TYPE OP STRICTURE. DICASBJEMELTEEE GBFERENOH 4NOIOR BCXOW.E T4 FOR MAX SPACING 0.800' EXETER CgLAZING EXISTING CONCRETE, HOLLOW BLO:K OR MING. ANGLO; SOLED. BASED ON TYPE OP STRICTURE © ON WALL MONT SECTI MALL MONt 14 IX%NT8 0500• TYPE REFERENCE ANCHOR 50.EMER TA FOR MAX SPACING. EXISTING CC4cEETE. WOLL.OU BLOCK OR WOOD FRM1TG. SEE ANCHOR EC4EP. BA ED ON TYPE CP BTRICRIGE. /'LEG MAY BE BENT TO 30dRg MAX EXISTING GLAZING OIEADER4SILL MOUNT SECTION O TRAP MGR TRIBE ON PP6LB NTA • OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS E*IRT6 G CONCRETE NOLLQU BLOCK OR WOOD FRAMING. GEE ANCHOR . BASED ON TYPE OF SEE/CIDER EXISTING GLAZING • al •• • •• MAY BE BENT TO 30deE MAX • • •• ••• ••• • • • • • • •• •• • • V Nam N OUN CEILING/FLOOR MOT SECTION iRA IMAM TRAM. NtB CT C�E_.. ESBI TYPE REFERENCE AND4OR MOSEPULE T4 FOR MAX SPACING 71,f1-1:124/.404OR SCHEDULE T4 FOR MAX 8PACIG • • • PENETRATION OR EMBED. �1 O RESOD GLASS SEP. DIST. (SEE TABLE T) POR MINIMUM) • • • METING CONCRETE HOLLOW BLOCK OR WOOD PRAMS BEE AVCUOR GOUtn. BASED CN TYPE OF STRICTURE WrAl 050V CB CBN@CTION TYPE 80.50.0.E 14 FOR MAX SPACING I40' MAX 03 4 km i 9 �� • • • HMI ••E . 511' 3O • NOTE•P...„,„', OPTION A (31 I4• •, O ELCO T BOTT ATEB ANCIbR BCHED. AT BOTTOM OF BASED ON TYPE J ADJACENT PANEL GP STRICTURE • • • • >s� NEL *BO....__ ADJACENT PANEL o BOTTOM - (2) ELEO4 PANELMATES • • • • • • • a (I/ POWERS taut -IL ALTER4ATI VELr, • ,fit. &� R. S I USE (3) PANELMATES AND NOTCH BOTTOM P O INNERMOST OF LAST R TO PIT OVER ••• oerNTA • O ISOMETRIC TRACK ISETRIC TOP TRACK NT8 CLIP LOGOS END PANEL PLUSH taA P TRACK (I) HEADER END CAP P END W) (2) .T4 RIO TO TRACK (I) 1'4•,,D ET'RPr ANGLE a END W) (Z) '(4 EMS TO TRACK TOP •H' -TRACK OR TOP 11' -TRACK (FASTEN TO S PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NCH - STRUCTURAL, SEE DETAIL TO LEFT) I'.090' PE�ORATIOLS AT MIDEPAN FOR USE WITH REMOVABLE HANDLE .AND /OR PLASTIC KNOBS BOTTOM 'H• TRACK OR BOTTOM 'U' TRACK (FASTEN TO STRICTURE PER DETAILS M, N °O TO LEFT) ®SILL TRACK ISOMETRIC eoMQI TRAM- NT8 Approved as ass with the Florida Date 1..,,.,.,. NSA! 4. - i RFC Division ADJACENT PANEL C(E E -14'- HEADER ® TOP, PER DETAIL 'P' LAST PANEL MOWED PROM INSIDE O' BLDG TrpICAL OVERLAP PANEL4CENt Tib aledinalCsds ASEgagEms este o7- 09J7.0- '-TTPICAL It- 6' MAX "-TYPICAL I • / ..t (2) '4-20 08. I ItiVI*" STITCH BOLTS Ulf WINGPIUTO EACH SIDE OP ' (We ELCO LAST PANEL PANELMATES AT BOTTOM O2 ADJACENT PANELS C2ELLA, 2'42' MAX NOTCH 54 LAST PANEL ARM/ND WINGKIT E ODIRECT WALL ANOINT EXTERIOR ELEVATION ®OTTM MOAT WALL MOAT f @V DISTAL 0.4 Nt8 OR. B, (1).4-20 POWERS CALK -N, CLOSEST TO LAST PANEL (NO NOTCH RECTO) JA PRANK, L p, PE. •PE0046SAS 7 (n • NEVISIONE DESCRIPTION DATE COAT=mem win SHEET: 3 OF 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r °ANCHOR SPACING SCHEDULE IHOLLOW CONC BLOCK 114" x 1 -114" EMBED ELCO TAPCON 39 45 55 65 39 49 58 12.5" 12.5" 12.5" 26" EDGE DISTANCE 18.0" 12.7" 57" 15.8" 125° 10.5° 125" 825" 825" 15.5" 12.3" 10.4" ANCHOR LOAD (pep SPANS UP TO 5.50 ft 021.32/2g Cl C2 C3 C4 SPANS TO C1 UP 8.87 CONN TYPE ft C4 SPANS UP TO 10.87 ft Mann Cl C2 C3 C4 C2 03 12.5" 1/4'x 1.34° EMBED 38 12,6" 18.0" 16.0° 16.0" 12.2 18.0" 16,0" 18.0" 122 18.0" 11.9" 13.5" 8.25" ELCO TAPCON 49 12.5" 18.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3"125" 8.0" 16.0" 8.4" 10.7" 12.5" (MIN 3328 PEI CONE) 58 12.5" 180" 160" 180" 12.5" 18.0" 8.9" 11.1" 12.5" 180° 8.0" 10,3• 126" Tcap 014 0 483.08 72 12.5" 169 13.0" 14.3° 122 16,0" 8.0" 10.3" 125" 18.0" 8.0" 10,3" 12.5" Vamp (1b) 0 475.00 130 12.5' 18.0" 8.2 10.3" 12.5" 16.0" 8.0" 10.3" 125' 18.0" 8.0" 10.3' 125" 1/45x753"1541EED 39 12.5" 180" 18.0" 16.0" 12.5" 16.0" 182' 15.0" 12.5" 180" 10.2 12,1"' 12.5" ALL- POINTS SOUD.BET 49 12.5" 160" 16.0" 180" 125" 16.0' 10.2" 11.6" 12.5" 16.0" 7.5" 8.8" 125" LEAD SHIELD ANCHOR * 58 12.5" 180" 18.0" 180" 125' 18.0" 7,9" 9.9" 125" 18.2 7.1" 9.2" g Temp (lb) 0 428 72 12.5" 180" 11.6" 12.7' 125' 160" 7.1" 9.2" 12.5' 18 0" 7.1" 9 2° 126' Vmap (Ib) 0 428 130 12.6" 160" 7.1" 9.2" 12.5" 18.0" 7,1" 92" 12.5" 16.0° 7.1" 92" 825" 114 "x2"EASED 39 12.5" 160" 18.0" 180" 12.5" 18.0" 13.3" 15.7' 12.5" 18.0" 92" 12.(f 625" ELCO PANELMATE 49 12.6" 18.0" 18.0" 18.0' 12.5° 18.0" 89" 12.4" 12.5" 18.0" 8.5" 9.9° (MW 3380 POI CONC) * 58 12,5° 18.0" 14.9" 18.0" 12.5" 18.0" 6.9" 10.4" 122 180' 8.2" 9.8" Tamp (Ib) 0 37200 72 12.5" 18.0" 10.0° 13.3" 12.5" 18.0" 6.2" 9.6" 12.5" 160" 8.2" 9.8" was 05). 888.00 130 12.5" 18.0" 6.2 9.6° 122 16.0" 8.2' 9.8" 12.5" 180" 62' 8.6° IHOLLOW CONC BLOCK 114" x 1 -114" EMBED ELCO TAPCON 39 45 55 65 39 49 58 12.5" 12.5" 12.5" 16.0" 180" 180" 18.0" 12.7" 57" 15.8" 125° 10.5° 125" 825" 825" 15.5" 12.3" 10.4" 7.8" 5.2° 4.0" 9.9" 7.r 8.5" 12.5" 625" 825" 12.6" 10.0" 9.7' 5.4" 3.8" 3.8" 7,2 6.2" 8,0" Toap (6) 0 218.00 125' 18.0" 72 12.5" 132" 8.9" 12 825" 9.7" 3.6° 80" 625" 9.7" 32 6.0" Vamp (5) 0 388.00 16.0" 130 8.25" 9.7" 3.6" 8.0" 825" 9.7' 3.6" 8.0° 625° 8.7" 3.6" 8.0" 1/45x7)2 EMBED 180" 39 12.5" 180° 1a0" 180" 12.5" 16.0° 127' 10.3" 125" 18.0" 8.8" 81° AU.-POINTS 80103067 125" 180" 49 126" 16.0° 18.0° 13.1" 122 16.0" 8.6" 82' 12.5" 18.0" 62" 6.2 LEADSHIELDANCHOR * 65 12.5" 18.0" 94.3" 11.0° 125" 18.0" 6.8" 6.9" 12.5" 15.9" 5.9" 8.4" Tcap 0b) 0 358 ELCO PANELMATE 72 125" 16.0" 9.6" 8.8" 12.5° 15.9" 5.9" 6.4" 12.5" 16.9" 5.9" 6.4° Vcap (m) 0 248 142" 130 12.5" 15.8" 5.9" 6.4" 12.5° 15.9" 5.9" 6.4" 12.5" 15.9" 6.2 6.4" 1/4" a 1 -1/0 EMBED 626" 104" 39 125" 18.0" 160' 12.2" 12.5" 142 7.3" 7.7" 825" 11.8' 5.1" 82" ELCO PANELMATE 1 5" 13.4" 49 12.5" 112 11.9" 9.7" 825" 11.6' 4.9" 6.0" 825" 9.4° 3.6" 4.2 * 58 126' 16.4° 82" 8.1" 825° 9.8" 3.8" 6.1" 625" 9.1" 3.4" 4.7" ToLP 06) 0 204.75 14.0' 72 825" 12.4" 5.5" 6.5" 822 9.1" 3.4" 4.7" 6.25" 9.1" 3.4° 4.7" Veep 0b) 0 233.50 822 10.. 130 625" 81" 3.4" 4.7" 8.25" 9.1" 3.4" 4.7" 622 9.1° 3.4° 4.7" t • • • • ANCHOR NOTES: ••..• �� I SPANS AND LOADS 5440184 HERE ARE POE DETERMINING Mgt&SPACING ONLI A?LOWASLE STOR"I 'AI E 5 SPANS POE SPECIFIC LOADS MUST SE 0111E0 TO THOSE 8140324 IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 1I'4 2. ENTER ANCHOR SOWDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCI.IOR TYPE. SELECT DESIGN LOAD GREATER THAW OR EAIAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SMITTEN SPA4. 3. SELECT COPMECTION TYPE 5.2E0 ON APPROPRIATE 1111211111,16 WTION (SEE M• S4TNMDET4L6 al* • SHEETS 2 4 3 POR IDENIPICATION OP CONNECTION TYPE). 4. ANCHORS SHALL E• INSTALLED IN ACCORDANCE WIt1 • AC • RS' • A• • • 5. WHERE EXISTING STUCTURE IS WOOD FRAMING, EXISTING ITI MAY VARY F ATE • • PASTENER9 ARE INTO ADEQUATE WOOD FRAMING MEMEERE,� • wive 4-5 11 TS • • ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ••• • • • • ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 114° x 1- 114° EMBED ELCO TAPCON Tamp (lb) 0 218.00 39 45 55 65 2.5" EDGE DIST. 18.0" 16.0" 18.0° 14.8" . 6°a:'e". "'TTIC_ 15.5" 13.4" 11.0" 9,T LOAD (psi) tie x2°THREAD 39 12.5" 18.0" 1'.0" 7.6' 2... 16.0' 12.:.. '.8° 125' 18.0" 9° 3.9" 18.0" PENETR. LAG SCREW 49 12.2 18.0" 112 8,0" 126" 1617 8.6" 3.8" 122 160" 8.3° 31" 180" 16.0" 58 12.2 180" 144 6.1" 125" 180" 66" 3.2' 12.2 160" 60" Vamp 08)0, 478.00 T40p(8) 0389,83 72 12.2 180" 98" 4.1" 122 160' 62 ' 122 160" 80" 18.0" Veep 5b)082.97 130 12.5" 180" 60" ' ;'f 125" 180" 60" LEADSHIELDANCHOR * 12.5" 160" 80" _. 16.0" 014 x 1 -12 THREAD 39 12 •' 1 ° 16.0" . 128 180" 5.3" 4.5' 122 1 .6" .8' .9" 72 PENETR,W000 SCREW 49 12.6" 160" 13.8" 8.1" 122 132" 5.8 38' 6.28" 10.7" 47 31° 6.4" ELCO PANELMATE 68 12.2 180" 9.3" 5.1" 825° 11.2" 4.3' 32' 625" 104" 3.9" 5.8" Toss (Ib) 0 234.00 72 12.5" 142" 8 3" 4.1' 626" 10.4" 19" 4,6" 825" 10.4" 3.9" 85" Vcap 06) 0 98.74 130 622 10.4" 3.9° "r,;.,? 626" 104" 3.9" 625" 10,4 3.9" ;x 7 /12x518'EMBED -. 12.2 18" 18. "' 13.0" 12.5" 1' . 83" 8.1 1 5" 13.4" 5.1" 8 '. BRASS BUSHING & 49 12.5' 180" 13.5° 10.3" 12.5" 13.1" 5.5" 8.4" 6.25" 10.6" 4.0° 52" 1/4-20 SCREW * 58 12.5" 18.0" 9.2' 8.7" 825" 11.1" 4.3° 5.4" 825" 10.3" 3.8" 5.0" TeeP (m) 0 231.50 72 125" 14.0' 6.2" 8.9" (1125°0141.11' 3T6° 080" =25" 910.3' 3.81018.0* vas • •)' 23250 130 8.25" 10.3" 3.8" 6.. 822 10.. "6' 06.00 8 . - 0.3. 3 ..' 5.0" t • • • • ANCHOR NOTES: ••..• �� I SPANS AND LOADS 5440184 HERE ARE POE DETERMINING Mgt&SPACING ONLI A?LOWASLE STOR"I 'AI E 5 SPANS POE SPECIFIC LOADS MUST SE 0111E0 TO THOSE 8140324 IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 1I'4 2. ENTER ANCHOR SOWDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCI.IOR TYPE. SELECT DESIGN LOAD GREATER THAW OR EAIAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SMITTEN SPA4. 3. SELECT COPMECTION TYPE 5.2E0 ON APPROPRIATE 1111211111,16 WTION (SEE M• S4TNMDET4L6 al* • SHEETS 2 4 3 POR IDENIPICATION OP CONNECTION TYPE). 4. ANCHORS SHALL E• INSTALLED IN ACCORDANCE WIt1 • AC • RS' • A• • • 5. WHERE EXISTING STUCTURE IS WOOD FRAMING, EXISTING ITI MAY VARY F ATE • • PASTENER9 ARE INTO ADEQUATE WOOD FRAMING MEMEERE,� • wive 4-5 11 TS • • ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ••• • • • • ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) I HOLLOW CONC BLOCK I 114° x 1- 114° EMBED ELCO TAPCON Tamp (lb) 0 218.00 39 45 55 65 2.5" EDGE DIST. 18.0" 16.0" 18.0° 14.8" • iANCHOR 15.5" 13.4" 11.0" 9,T LOAD (psi) SPANS UP TO 5.50 5 COHN TYPE SPANS UP TO 8.87 ft CONN TYPE C5 CO C5 C8 39 1/4° s 1-3/4° EMBED 39 18.0" 18.0" 18.0" 180' ' 18.0° ELCO TAPCON 45 16,2 18.0" 11,4" 18.0" 16.0" MN 3320 PE Casa) 55 180" 16.0" 7.5" 18,2 4.4° Temp 0b) 0 483.00 65 14.2" 18.0" 8.0" 18.0" 15.9" Vamp 08)0, 478.00 72 11.0" 16.0" 80" 16.0" ELCO PANELMATE 1/4"x7/8" EMBED 39 16.0" 18.0" 14.8" 18.0" 55 ALL- POINTS BOUD -SET 45 180" 16.0° 10.1" 18.2 6.0" LEADSHIELDANCHOR * 55 180" 16.0" 6.6" 16.0" 12.4" Tam (lb) 0 428 85 12.8" 169 5.3" 18.0' x05 Vamp 0b) 0 429 72 9.8" 18.0" 5.3° 180" 7.4" 1/4' x 2" EMBED 39 18.0" 16.0" 12.9" 18.0" 6.4" ELCO PANELMATE 45 180" 182° 8.8" 180' 5.2° O.ON 3380 PSI CONC) * 55 18.0" 18.0" 5.8" 180" 4.8" Tamp 08) 0 37200 65 11.0" 16.0" 4.6" 16.0" 4,6" Vcap 08) 0 585.00 72 85" 18.0" 4.6" 18.2 I HOLLOW CONC BLOCK I 114° x 1- 114° EMBED ELCO TAPCON Tamp (lb) 0 218.00 39 45 55 65 16.0" 180" 11.0" 6.4" 18.0" 16.0" 18.0° 14.8" 7.5" 52' 3.4" 15.5" 13.4" 11.0" 9,T Veep 0b) = 398.00 72 5,0" 132" 16.0" 9.7" /8 1/4"x7" EMBED 39 18.0" 110" 1 18.0" ALL-POINTS SOLID-BET 45 18.0° 162 8.5° 180" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 18.0" Tamp 0b) 0 388 85 10.6" 16.0' 4.4° 15.9° We 0b)0 249 72 8.2" 18.0" 4.4" 15.9" 114" x 1.1/4° EMBED 39 16.0" 18.0" 7.1" 14.5° ELCO PANELMATE 45 180" 16.0" 4.8" 12.6° * 55 10.3" 180" 32° 10.3" Tamp 08) 0 204.75 65 6.0" 13.7" a: 9.1° Vamp (1b) 0 233.80 72 4.7" 12.4" . ' 9.1" 0.78" EDGE DISTANCE ANCHOR SPACING SCHEDULE . (INSIDE MOUNT PANELS, TRAP MOUNT) 114° x 2" THREAD 39 16.0" 16.0" 12.4" 16.0" SPANS UP TO' 8.67 ft CONN TYPE C7 C8 PENETR. LAG SCREW 45 180" 16.0" 8.5" 18.0" 9.7' 14.2" 55 169 16.0" 6.6" 18.0" 8.4" Toap(S)0 38&63 65 10.8" 16.0" 4.4° 18.2 8.9" Vcap 0b) 0 82.97 72 8.2" 16.0" 4.4" 16.0" 8.0" 014 x 1.112° THREAD 39 180" 18.0" 0.1* 16.0° C PENETR. WOOD SCREW 45 55 16.0" 11.8" 18.0" 16.0" 5.5° 3.6" 14,4" 11.8" 10.8" Trap 0b) 0 234.00 85 8.9" 15.7" 14.7" 10.4" 9.3" Vamp (lb) 0 66.74 72 6.3" 14.2" 12.0" 10.4" 7.6" 7 /15"x5/8"EMBED 39 16,0" 16.0' 8.0" 18.2 8.T BRASS BUSHING & 45 18.0" 18.0" 85° 14.2" 8.7' 1/420 SCREW * 55 11.7" 189 16" 11.7" 7.4" Tcap 06) 0 231.60 85 6.8" 15.5" ' °s 10.3" 6.4" Veep 0b) 0 232.60 72 5.3" 14.0" - 10.3" ANCHOR SPACING SCHEDULE . (INSIDE MOUNT PANELS, TRAP MOUNT) IHOLLOW CONC BLOCK I 114" x 1- 114" EMBED ELCO TAPCON Tame Ma 174.00 Vamp 0b) 0 31000 2.0" EDGE DISTANCE (. $ ANCHOR LOAD (p81) SPANS UP TO 5.60 5 CONN TYPE C7 C8 SPANS UP TO' 8.67 ft CONN TYPE C7 C8 39 114" x 1- 314" EMBED 39 16.0" 18.3" 13.6" 9.7' 14.2" ELCO TAPCON 48 18.0" 13.2" 11.8" 8.4" 8.7" MIN 3320 PSI CONE) 55 15.2" 10.8" 9.8" 8.9" 6.5" Tcap (lb) 0 388.40 85 129° 9.2" 8.6" 8.0" 4.9" Vamp (Ib) 0 380.00 72 11.6" 8.3" 8.5" 8.0" ELCO PANELMATE 114'x7/2 EMBED 39 16.0" 180" 15.2" 10.8" 55 ALL - POINTS SOUD -SET 46 16,0" 14.7" 13.2" 9.3" 8.7" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8' 7.6" 4.3" Top (%) 0 428 65 14.4" 102" 9.5" 8.T L) Vcap (lb) 0 429 72 13.0" 9.2" 9.5" 8.7' 9.2" Ile x2°EMBED 39 10.0" 11.8" 10,3" 7.4" 5.2 ELCOPANELMATE 45 14.1° 10.1° 8.9" 6.4" 6.1" (MIN 3350 PSI CONC) * 55 11.5° 82' 7.3" 5.2° Temp (tb) 0 297.80 65 8.7" 7.0" 64" 4.8" Vcap SW= 282.50 72 8.8" 63" 84" 4,6" IHOLLOW CONC BLOCK I 114" x 1- 114" EMBED ELCO TAPCON Tame Ma 174.00 Vamp 0b) 0 31000 39 45 55 65 72 126" 10.9" 8.9" 7.5" 88" 82" 7.1" 5.8" 4.9" 4.5° 6,0" 8.9" 5.7" 5.0" 6.0" 5.2" 4.5° 3.7" 13" 3.3" •114"x7/8" EMBED 39 18.0" 12.3" 10.4" 7.6" %L- POINTS SOLID-SET 45 14.2" 10.7° 9.0" 88° LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap se). 358 65 9.9" 7.4" 6.5" 4.9" Veep (5) 0 249 72 8.9" 8.7" 8.5" 4.9" 1/4° x 1- 114° EMBED 39 112" 8.0° 7.1' 5.1" ELCO PANELMATE 4S 9,7" 6.9" 62" 4.4" * 55 7.9" 5.6° 10" 3.6" Tamp (lb) 0 201.50 66 8.7" 4.8" 4.4" 32" Veep 0100 188.80 72 6.1° 4.3" 4.4" 3.2" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OP STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OP NOMINAL 2' X 4' (MM) WOOD STUD (04' EDGE DISTANCE IS ACCEPTABLE FOR 11000 FRAMING), WOOD STUD SHALL BE 'SOUTHERN PINE' 5.0.88 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT 1 01.947 M B. STALLAtION • 8. MACHINE 90550 S SHALL HAVE MNIMAM OP ENGAGEMENT OP THREADS N BASE ANCHOR AND MAY HAVE • •ITHER A PAN HEAD, TRUSS HEAD. OR WAFER 44?AD (SIDEWALK BOLT) UNO. • • 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FNifri&5, • • IA 19 DESIGNATES ANCHOR CONDITICAVS UAIIO4 ARE NOT ACCEPTABLE FOR USE. cz F • • • -09 0 Ap)71spm5Y9 Cea1PTY1sBaB0 Lho ••• • • • •. ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;ayy 91213tes a1 Cma4 V z N U1 et z a- 0 N 0 LL REV9 FFUaY Cmcmxre Wa SI -MEET: 4 OF 4 0.75" EDGE DISTANCE WOOD 114" x 2" THREAD 39 7.5° 8.5" 4.8" 42° PENETR. LAG SCREW 45 8.5° 67" 41" 3.6" 65 8.3" 46" 3.4" Tcap 0b) 0 359.53 65 4.2 3.9° Veep (lb) 0 82.97 72 4.1° 15° , ., , 814x1.1)2" THREAD 39 7,7" 6.2" •,9" 39 PENETR. WOOD SCREW 45 6.8" 5.4" 4.2" 14" 55 5.4" 4.4" 3.4" Taap (16)' 234.00 65 4.8" 3.7" 3.0' Vcap 06) 0 90.74 72 4.1" 3.3° 3.0" 7116"x BO EMBED 39 13.0" 9,2" 8.2" 6.8" BRASS BUSHING & 45 11.2" 8.0° 7.1" 5.1" 1/4-20 SCREW * 55 9.2" 8,5" 5.8" 4.1" Tcap (lb) 0 231.150 BS 7,8" 5.2 5.1" 17" Veep (lb) 0 232.80 72 7.0" 6.0" 6.1" 3.7" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OP STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OP NOMINAL 2' X 4' (MM) WOOD STUD (04' EDGE DISTANCE IS ACCEPTABLE FOR 11000 FRAMING), WOOD STUD SHALL BE 'SOUTHERN PINE' 5.0.88 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT 1 01.947 M B. STALLAtION • 8. MACHINE 90550 S SHALL HAVE MNIMAM OP ENGAGEMENT OP THREADS N BASE ANCHOR AND MAY HAVE • •ITHER A PAN HEAD, TRUSS HEAD. OR WAFER 44?AD (SIDEWALK BOLT) UNO. • • 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FNifri&5, • • IA 19 DESIGNATES ANCHOR CONDITICAVS UAIIO4 ARE NOT ACCEPTABLE FOR USE. cz F • • • -09 0 Ap)71spm5Y9 Cea1PTY1sBaB0 Lho ••• • • • •. ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;ayy 91213tes a1 Cma4 V z N U1 et z a- 0 N 0 LL REV9 FFUaY Cmcmxre Wa SI -MEET: 4 OF 4