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WS-14-860Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235245 Permit Number: WS -4-14-860 Scheduled Inspection Date: May 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MARIA LUIS ALCAIDE, OMAR OSMAN Work Classification: Door Replacement Job Address: 9200 N BAYSHORE Drive Miami Shores, FL 33138 - Phone Number (305)892-6507 Parcel Number 1132050270251 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 comments REPLACING 1 IMPACT DOOR INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-214714. CREATED AS eg REINSPECTION FOR INSP-211498. Supply letter from Eng/ Arch for structural attachment with 2 X Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 22, 2015 For Inspections please call: (305)762-4949 Page 32 of 42 � 00�? Miami Shores Village;MAY C8L Building Department 0 6 201510050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ' PHONE NUMBER: (305) 762.4949 "'REVISIONFBC 20 QO BUILDI Permit No. 41 PERMIT XPPLTCXTr01r Master Permit No.�7 Permit Type: BUILDING ROOFING JOB ADDRESS: ?- o 0 p J ALi 5 ho (-Q) D f i v e, City: Miami Shores County: Miami Dade Zip: 33139 Folio/Parcel#: 11.32.0 5 0 2-7 0')-- 5 1 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): M(Af16 A l r- t c)6 Phone#: '3 0.5 - ra_SU^% Address: _ Gl ic)o CU gA45 KOM QrtV O City: IMIAmi State: Zip: 2,313(? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: fel me %C_R h —� f an- fr6t e cd IOh Phone#: 16 5 ' S 1.3 - O S 1 q Address: ( 0 901 N'+P 14 54 ` it ( 0 3 City: MIAMA $tate: t%1 Zip: 3 317 Z Qualifier Name: �OnOk hr -y) 90gf1et vet Phone#: So! — 513 - 0 S State Certification or Registration t G G G 1513274 Certificate of Competency #: Contact Phone#: 30;- L -914- 818 Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 5"000-06 Square/Linear Footage of Work: O �q Type of Work: ❑Addition ClAlteration ONew ORepair/Replace ❑Demolition Description of Work: _ 1,eV l Sl 0)N fro'�A J200 (L Color thru tile: ��x�x�x��u�x�x��aam��.x��:��x�x��u��:��:�Fees��u:��m��m��x��:�:�«��x��:x:��x�:x:��x�:x�:�:x:m�:•x Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ 571-a) Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ME 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 nu{st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen of.such posted notice, the inspection will not be approved and a reinspection fee will be charged. SlgnatUre Owner or Agent The foregoing instrument was acknowledged before me this ilk I day of , 201 by i iN /AlcAir;6 �9 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: �U�IUU1Aet'�—'tl Print: _ �'11p1 l wNuf(D WQt12`�` r Contractor The foregoin instrument was acknowledged before me this 15+1 day of �, 20, b R� , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: 1 'u Print: 0 (it i k ki OIC 4f (D l _V,'P (I 7l� My Commission Expires: o -ow MARIA NAVARROLORENZO My Commission Expires: c MARIA NAVARRO LORENZO MY COMMISSION ME 1150 >r * EXPIRES: March 27, 20ilI MY COMMISSION9-EE 180150 s� N EXPIRES: March 27 21 * Ii J� APPROVED BY / � Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/05/2015 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 (ies) 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater FL 33756 CONTACT NAME: PHONE AIC, No Ext): 1-600-277-1620 x4800 FAX FVC, No); 787-0704 E-MAILADDRESS: INSURERS AFFORDING COVERAGE NAIC9 INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED FrankCrum L/C/F American Storm Protection Corp. 100 South Missouri Avenue Clearwater FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMRER- 516333 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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. DISK LTR TYPE OF INSURANCE ADDL INSRD SUBR W VD POLICY NUMBER POLICY EFF (MMOD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ RENTCOMMERCIAL. PREMI SES ESO aocot $ GENERAL LIABILITY CLAIMSMADE =OCCUR MED EXP (" are person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ $ POLICY PROJECT MLOC AUTOMOBILE LIABRRY CO MtBIINNE SINGLE LIMB $ BODILY INJURY(Per porsojn $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per aodderd) $ PROPERTY DAMAGE $ per arm HIRED AUTOS NON -OWNED AUTOS UMBItEUA LIAR OCCUR EACH OCURRENCE $ AGGREGATE $ EXCESS LUIS CLAMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/E7CECUTIVE OFFICERIMEMBI-7R EXCLUDED? Q N/A WC201500000 01/01/2015 01/01/2016 X WC urs sORv ER E.L. EACH ACCIDENT S1.000.0m E.L DISEASE -EA EMPLOYEE $1.000,000 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks, Schedule, H more space Is required) Effective 12/10/2014, coverage is for 100% of the employees of FrankCrum leased to American Storm Protection Corp. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. f�FQTIFIf'ATF "ni IIFQ rAM(_FI I ATIIIN ©1968-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 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 REPB9SENTA71VE Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 ©1968-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD A CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/06/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TI - CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICI BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to certificate holder in lieu of such endorsement(s). PRODUCER a Insurance Services LLC Heritage PO Box 1508 Palmetto, FL 34220 CONTACT Tiffanie Ellis NAME` PHONE . (941) 723-1400 F ,.I:(941) 723-1440 M. EDDRESS: tiffanie@heritagefla.com INSURER(S) AFFORDING COVERAGE NAIC # 04/25/2015 _ INSURER A: Lloyds Of London, LLodys A0063 EACH OCCURRENCE $ 1,000,000 INSURED American Storm Protection Corp 10801 NW 14th Street Suite 103 INSURER B: INSURER C Miami, FL 33172 INSURER D: PRODUCTS - COMP/OP AGG $ 2,000,000 $ INSURER E: INSURER F: COVERAGES CERTIFICATE 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 ADDL INSR SUER VWUQ POLICY NUMBER POLICY EFF 1MWDD1YYYYl POLIC (MMIDD= LWI1T8 A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FV7 OCCUR CIBFLOO17267 04/25/2015 04/25/2016 EACH OCCURRENCE $ 1,000,000 PREMISESDAMAGE EaEoccurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GERL AGGREGATE LIMIT APPLIES PER: PRO Loc 1 POLICYLI PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS EAUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE �N OFFICER/MEMBER EXCLUDED'/ (Mandatory In NH) If AS, describe under DESCRIPTION OF OPERATIONS below / A WC STATU- OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $$ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101. Additional Remarks Schedule, V more space Is required) Jonathan Rod rig uezGC License # (CGC1513274) Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 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 ;014� P. @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD IS S D to he Maria Alcaide 9200 N Bay Shore Drive Miami Shores, FL 33138 FRONT DOOR Front door: 36 x 80 Sidelites: (2) 12 x 80 Transom: 62 x 12 Total opening: 60 x 80 Revision: sidelites are being changed to aluminum PW NOA 13-0529.24 with mullbars in between sidelites and doors. Mull bars are 2x6 just like what was used to attach the transom NOA 12-0221.09. Single door NOA changes to FL10537.1 MAY 06 2015 - -- - __-,w ,. M IAM I•DADE MIAMI—DARE COUNTY, FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANvidade aOvIeConomv Labrador & Fundora Corporation dba V & V Windows 2355 W 4th Ave Hialeah, FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County RER- Product Control Section to be used in Miami Dade County and other areas where aI owed 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section t a this pct or material fails to meet the requirements o��1 the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11300" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W13-11, titled "Series 30 i" Aluminum Fixed Window (L.M,I.}", sheets O1 through 03 of 03, dated Q4/11/13 with revision . A ted 08I06I13, prepared by Al- -� wrvv� cvip.,,wn�,Z�ad�„µy,K il� r,w-oy�wYuaz r►rurrccvs Y +�.i r►ca��rrg in Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval 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, model/ series, and 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 pui poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and )r2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. NOA No. 13--0529.24 Ml D DE COU Expiration Date: August 22, 2018 M • •, , '� S"s Approval Date: August 22,2013 t,7 Page 1 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-11, titled "Series 300" Aluminum Fixed Window sheets 01 through 03 of 03, dated 04/11/13 with revision "A" dated 08/06/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 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 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11 3337, dated 04/29/13, signed and sealed by Rafael E. Droz—Seda, P. E. 2. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3338, dated 04/29/13, signed and sealed by Rafael E. Droz—Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 04/12/13, prepared by Al Farooq Corporation, dated 08/09/13, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Dupont DeNemours & Co., 1. Notice of Acceptance No. 11-0624.02 issued to E. I. Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expixing on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by Al Farooq Corporation, dated 04/11/13, signed and sealed by Javad Ahmad, P. E. Jaime D. Gascon, P. V. Product Control Section Supervisor NOA No. 13-0529.24 Expiration Date: August 22, 2018 Approval Date: August 22, 2013 E-1 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance .letter for Test Reports No.'s HETI-11 3337 and HETI—I1-3338, issued by Hurricane Engineering & Testing, Inc., both dated 04/29/13, signed and sealed by Rafael E. Droz--Seda, P. E. 3. Proposal No. 10-1188 issued by Product Control, dated 11/24/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. None. E-2 Jaime D. Gascon; P. E. Product Control Section Supervisor NOA No. 13-0529.24 Expiration Date: August 22, 2418 Approval Date: August 22, 2013 DOW HEAT STREWD. CLASS 090` DuPont SentrAce Inlerloysr By 'E.I. DuPont De Nemours & Co., Inc. r3/10• HEAT STREN'D. GLASS GLAZING AETATL 7/18" NOM. OVERALL LAM. GLASS THESE WINDOWS ARE RATEO FOR LARGE & SMALL MISSILE IMPACT. $NUTTERS ARE NOT REQUIRED. SERIES 300 AT.TTMTNUM FIXED WINDON DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FD(./FX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RE(WIREMEMS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG'OR STUCCO. ANCHORING OR LOAD= CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBI£. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME I4TU CQN1ACf WRH OTHER DiSSICW MATERIALS SHALL. MEET THE REGW9iEMENTS OF THE FIARiOA F31D0. COOS SECTION 2003.8.4. 31 wx 9" W. E ERS 744D/SILL I411NS A{ IPLND09 Dws. WIDTH (W) LENGTH (L) o 11 II 36' 42' 48" 54° 00" B6" 72` II II C II II II It 100.0 100.0 II II II 11 II II 100.0 100.0 80.9 90.9 83.3 83.3 36° 42" 48• 54" 60" 88" p II II 100.0 100.0 piomo.A 14 - 1I L______JL_____ 36' 42• 48• $4' 80• I I 11 II II 100.0 II II u n 100.0 100.0 u 100.0 100.0 II 11 n n sw 9 P B I SB 3/8" FALSE MU (SUWACE APPLIED) MAY BE U mr�nr_+0v0i •uno�u_._ TYPICAL ELEVATIONS DAYLIGHT OPENWGS. O.L.O. WIDTH = WNDOW WIDTH - 3.625• D.L.O. HEIGHT WINDOW HEIGHT - 3.625` 8�Z Agwove d as c�PTY�B �^ t� PhuRdsBofl�l NOA L J MAD AH W \\ FIA. mss''A CAN. Js1M wim VERTICALLY ffHORFL SHOWN ABOVEm DSBLGN LOAD CAPACLTY - PSF IPLND09 Dws. WIDTH (W) LENGTH (L) GLA83 TYPIC 'A' EXT. (+) INT. (-) 36' 42' 48" 54° 00" B6" 72` 78" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 80.9 90.9 83.3 83.3 36° 42" 48• 54" 60" 88" 100.0 100.0 100.0 100.0 piomo.A 100.0 90.9 36' 42• 48• $4' 80• 84• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30° 42" 48• 54' Bo• sw 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3g• 42° 1. 54" 60• �. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38' 42" 48• g4• 102° 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36• 42" 48" low 100.0 100.0 100.0 100.0 100.0 100.0 38• 42" 48' 114' 1 �.0 100.0 100.0 100.0 100.0 100.0 36• 42• 48• 120• 100.0 100.0 100.0 100.0 98.0 96.0 drarAng no. W13-11 TPICAL ANCHORS SEE ELEV. FOR SPACING SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SELF -LEVELING SEAM SEALER. PERIMETER CAULKING SICAFLEX-15 LM ON THE EXTERIOR PERIMETER ONLY. lay WOOD BUCK �-______ --- --__=====i jl MM -RADE COUNTY APPROVED I MUWON & MUUJON ANCHORS 11 SEE SEPARATE1 NDA i 1I IIIF /1\ I 1 WOOD BULKS AND METAL STRUCTURE NOT BY LABRADOR & FUNDORA CORP. dba-V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FDR -ACING 1/4" DIA. ULTRACON BY 'ELM' (Fu=177 KS4 FY -155 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (MODE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 019 SIS OR SELF DRILU14G SCREWS (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 3/4" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fb =3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 20M PSI MW. ">. Atw'm'a&,;f �wdasoumpIft%V >,the SEE M Ai11CHOR3B SEE ELEV:FOR SPACING 9 14 Z I a. $ SKIM 1/a-" MAX 2.877 ar p © anwa 1 2.374 0 n TYPICAL ANCHORS I TYPICAL ANCHORS a SEE SPACING Fox�SP�O FGN SPACINfi ?' 1.812 .436 "' K 2 937 3 _ _ _ _ a� METAL ..� 2.827 STRUCTURE o - - - - --------------- --- _ _ - _ - FRAME HEAD/SRL/JAMB w Nilly 1.531 1 EXTERIOR 1 r WOW BUCKS GSD O.L. OPO. v .8751 WINDOW WIDTH 4 .183 g o GLAZING BEAD e ¢ n 1/4" SHIM AIAX. APPROVED 0"" -\SEE dam• ORS $ � � ^_a� MAO-DADE COUNTY TYPICAL n $>K SEE SEPARATE NDA FOR SPACING p�10 r---T� Q 1 1 11 It 11 11 I I ; II II 1 I c 11} II 1 1 y TIPHX ANCHORS Waam WIDTH WINDOW VADTH SEE ELEV. FOR SPACING % n EW.. JAVAD AHNAD 1 FTA PE 8 7!$92 3 Appamcdmwmplylaswandw CAN �J838 . �daBnSdtdl ode O F(tyME CORNER � � � ,� � drawing no. CAU��'-01 1613 W13-11 sheat 3 of 3 ITEM PART � QUANTITY DESCRIPTION MATERIAL IJANF./SUPPIISR/liE2tARR8 � 1 VVw-011 1 FRAME t1El1D/S1LLI�A� 8083-T8 2 4W1-010 1 GLA7INC SEAR 6063-T8 - 3 f203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB. DUAL DUROMETER, T-SLOTSULS=73 4 �8 X i I/4" AS READ. FRAME ASSEMBLY SCREWS - PH SMS S - AS REOD. BERING STOCK NEOPRENE UL7RAFA8, WAL DUROMETER, 70 70 � 8 AS READ. GUItiS SPACER (1/4` X 1/87 SILICONE FRANK LOWE, DUROMETER 60tS SNORE A 14 Z I a. $ SKIM 1/a-" MAX 2.877 ar p © anwa 1 2.374 0 n TYPICAL ANCHORS I TYPICAL ANCHORS a SEE SPACING Fox�SP�O FGN SPACINfi ?' 1.812 .436 "' K 2 937 3 _ _ _ _ a� METAL ..� 2.827 STRUCTURE o - - - - --------------- --- _ _ - _ - FRAME HEAD/SRL/JAMB w Nilly 1.531 1 EXTERIOR 1 r WOW BUCKS GSD O.L. OPO. v .8751 WINDOW WIDTH 4 .183 g o GLAZING BEAD e ¢ n 1/4" SHIM AIAX. APPROVED 0"" -\SEE dam• ORS $ � � ^_a� MAO-DADE COUNTY TYPICAL n $>K SEE SEPARATE NDA FOR SPACING p�10 r---T� Q 1 1 11 It 11 11 I I ; II II 1 I c 11} II 1 1 y TIPHX ANCHORS Waam WIDTH WINDOW VADTH SEE ELEV. FOR SPACING % n EW.. JAVAD AHNAD 1 FTA PE 8 7!$92 3 Appamcdmwmplylaswandw CAN �J838 . �daBnSdtdl ode O F(tyME CORNER � � � ,� � drawing no. CAU��'-01 1613 W13-11 sheat 3 of 3 ITEM PART � QUANTITY DESCRIPTION MATERIAL IJANF./SUPPIISR/liE2tARR8 � 1 VVw-011 1 FRAME t1El1D/S1LLI�A� 8083-T8 2 4W1-010 1 GLA7INC SEAR 6063-T8 - 3 f203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB. DUAL DUROMETER, T-SLOTSULS=73 4 �8 X i I/4" AS READ. FRAME ASSEMBLY SCREWS - PH SMS S - AS REOD. BERING STOCK NEOPRENE UL7RAFA8, WAL DUROMETER, 70 70 � 8 AS READ. GUItiS SPACER (1/4` X 1/87 SILICONE 7/2/2014 Florida Building Code Online �UrGid Di pa nentf BCIS Home `` Log In user Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SMsite Map ( Unks Search Bsines 1 'u"Pp`O18'Professal00USER: Publse Product Approval Menu > product or Application Search > A plication List> Application Dalian FL # FL10537-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsulta nts.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Archi ct or a Licensed Florida Professional Engineer Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL1 0537 Ry COI Certificate of Indeoendence odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 RI Eauiv of STANDARDS.odf http•J/foridabuildin .or /Pr/r aPP—Od.as x7 aram=wGEVXQwd)gtfYBJ2%2fM7I6BIlP2SloKlDMQNQFaxfdiZlbznuksbbGnw%3d%3d 13 7/2/2014 Aorida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 10537.2 b. "FlberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 RI II Inst 10537.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.2 for Design Pressure Ratings by FL10537 RI AE EVAL 10537 2 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3 c. "FiberClassic", "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - "ClassicCraft" or "ClassicCraft (OXO) Inswing or Outswing Configuration Rustic' _ Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537 3 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.3 for Design Pressure Ratings by FL10537 RS AE EVAL 10537 3 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.4 I d. Rustic" Limits "CI oothStar", ICraft o8 "Impacturtswing Configuration Fiberglass Double Door - (XX"Clas) Inswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes EL10537 0537 R1 II Inst 10537 4 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.4 for Design Pressure Ratings by FL10537 RI AE EVAL 10537 4 odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.5 I R lasslcCraft°lore "CI ssiocCraftr", 6'8 "Impact" (OXXO) Inswing Opaque or Outswing Configurationnnlass Double or with Sidelites - Limits of use Installation Instructions Approved for use In HVHZ: Yes FU0537 R3 11 Inst 10537.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.5 for Design Pressure Ratings by FL10537 R1 -AF- EVAL 10537.5.odf http:lMlorldabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I6BHP2S1oK1DMQNQFaxfdiZlbznuksbbGnw%3d%3d 23 7/2/2014 Florida Building Code Online specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) contact Us :: +g"' _North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cogyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. m*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an eail address If they have one. The emails provided may be used for oMdal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M ' lIn6_ tSA E httpJ/floridabuilding.org/prlpr app_ d.aspx?param=wGEVXQwtDgtfYBJ2%2flVM6BHP2SloKiDMQNQFaxfdiZlbznuksbbGnw%3d%3d 313 R W R W Building Consultants, Inca BConsulting and Engineering Services for the Building Industry C P.O. Box 230 dalrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Swinging Therma-Tru Corporation Smooth Star, Fiber Classic, Classic Craft Exterior Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors Assemblies Edgerton, ON 43517 Inswing/Outswing Phone (419)298-1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therms -Tru Corporation based on Rule Chapter No. 9N-3, Method 113 of the State of Florida Product Approval, Department of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Unilhatfons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product icomplies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile levet "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using tthreshold item #4 meet water infiltration requirements for "HVHZ. 8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -10537.1 for size and design pressure limitations. Suppording Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 TEL 06-1031-1 2. Drawing No, No. FL 10537.1 Test Standard ASTM D635-03, ASTM D1929-96 ASTM D2843-99 ASTM 626-95 ASTM E84 -00a ASTM D1929 -96(2000)e01 TAS 201-94, TAS 201-94. TAS 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Wboratoev Sigped by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance r Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and 6�4� Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/28/2012 PF 1454 Sheet 1 of 1 THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluated and Is in compliance with the 2010 Florida Budding Code (FBC) structural requirements Including the "Mo Velocity Hurricane Zone" (HVlq. 2 Product anchors shall be as listed and spaced as shown on deta9s Anchw embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product compiles with section 1626 of the Florida Mdng Code and does not require an impact reptant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product compiles with Section 1609.12 of the 2010 FBC and does not require an impact resistant covering. This product meets mise level 17 and includes Wind Zone 4 as dented in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shy be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. OutswUg configurations using thresfmld item #4 met water infiltration requirements for "HINT'. 8. Inswing configluafions and outswing configurations using threshold item #5 do not meet the water infiltration reclutrements for the "HVHZ" and shall be installed only in ran -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less #= 45 decrees. SMITH STAR TABLE OF CONiEMS SHEET# DESCRIFRON 1 Typical elevallons desIgn pressures & qenW01 notes 2 Door panel detoTs (Smooth star) 3 Doorparnel details (Classic Crag) 4 Door panel detoLs (Classic Craft RUM) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck and Frame anchoring- 2X buck mosonry consk-fion 9 Frame anchoring -1X buck masonry comhtclion 10 0 of materials & components SMITH STAR INSWING 137.75" x 82.25" I +75.0 I -75.0 ;y a OUTSWING 37.75" x 80.75' +80.0 -80.0 CLASSIC INSWING 37.75"x 82.25" +100.0 CRAFT OUTSWING 37.75" x 80.75' +100.0 -100.0 -100.0 CLASSIC INSWING 37.75" x 82.25' +90.0 CRAFT RUSTIC OUTSWING 37.75" x 80.75" +90.0 -90.0 erre 2 24 09 -90.0 Deni gy: AL INSWING 37.75" x 82.25' +75.0 FIBERWM CLASSieFL-10537.1 OUTSWING 37.75"x80.75 +80.0 -75.0 LFS DM N0'` -80.0 ow t_ or" 44 47 41 E MIOR 47 41 a 7. z $ INTERIOR 46 s 1 HOMONTAL CROSS SECTION 47 ® a.,o-�.�. —� �� ra EXTERIOR INTERIOR �I a DETAIL A A 'N srrrootns�rg 41 00000000 g 0000000 00000000 �{ �,�g^ 47 $ 0000000 00000000 �'� 0000000 00000000 ��11 0000000 0 00000000 a 0000000 45 F 00000000 ?' z 0000000 .jj N 00000000 "7 N� 0000000 28.86°k0PEN 0 0 0 0 2 AREA MqX. d o 0000 0 0 0 0 0 0 2 VERTICAL CROSS SECTION n+ 2/24/09 i 0000000 00000000 arae N.T.S. 9 0000000 V, IN, AL m' 00000000 ao�. er, LFS 3 DMILA-A DPAWM N0°` PWW rawarcem®nt FL-10537.1 o 2 -14. 54 57 51 EXTERIOR 57 Sl n P a INTERIOR 56 52 Oil $ 3 3 HORTIOMA! CROSS SECTION 56 - 51 A 4A6° 3 17 1.49" 032° TYP. 4�!� �a ani 13 00RNERs �lUL1� P o OF PANEL I EXTERIOR INTERIOR L DETAIL A -A DOOR PAMIL cask crag 57 tn 00000000 _ 0 0000000 ��1hV 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0 00000000 �g 51 oz 0000000 4R- 00000 00000000 00000 00 28.86% OPEN 00000 O AREA MAX. y4 I fg 0/'2-"\_VERTf M CROSS SECTION We 2/24/09 0 00000000 3 M, L L. N.T.S. ° 0000000 M BY$ AL m' 00000000 crac en LFS 3 DETAIL A -A a No a Panel rehtorcement FL -10537.1 0 MM _L OF 10 � i L DETAIL A A J PANG o 30 C:l�ccraft& 01000000\ 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000- 0 0 0000 0.00M 000000 0000000 �raua-a Farrel refiforce wo INTERIOR T NORiIOMAL CROSS SECTION a TYP. 4 f6 YIU� IBJ CORNERS "$ OF PANEL � � 1 AREA MAX. IIKKR Ht GESiRE rMr- 1 3Y TOP Ball P n EXTERIOR INTERIOR ea VERTICAL CROSS SECTION owa erg AL tliK. BYi LF5 FL -10537.1 Er of10 1 HOMONTAL CROSS SECTION 5 L— DETAIL A -A J P 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 O 00000 0000000 00000000 0000000 00000000 MAIL A -A Parte reWorcement J 28.88% OPEN AREA MAX. M I + s IXTERIOR INTERIOR v o z a z Ntl J N a y OO 322408 a M N.T.S. 7 R 6Y: AL m 9Y LFS 3 9r4Ri rq.: 2 FL -10537.1 °n er _5_ ov M ' 4 W INTERIOR 10 14 °a ° v� 6 6 ° 6 � D p 18 EXTERIOR 40 30 60 s0 A " E � E p EMB. (fYP.) ® ri' HORIZONTAL CROSS SECTION D �! B 5 6 shownwltxsubDuck gI D. � L cw CWK o p C ° 10 INTERIOR INTERIOR 10-1010 0 ° ° o a a =®® c N J p 0 a Z 12 I 12 12 30 40 EXTERIOR EXTERIOR 40 30 14 2/24/09 to/a�raiN. L C 11 50 60 60 s0 C 16 N.T.S. 9 EMB. (M.) E cecc V* AL m' 1 NORfLONTAL CROSS SECTION _HORIZONTAL CROSS SECTION tmD. Mm. Dpq �s E-114* MPJ 6veld -tag 6 0� tn5w1 V Fl -10537.1 0 0 oV� EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 aPP�ved inswing EXTERIOR INTERIOR 2 VERIfCAL CROSS SECTION 3 VUMCAL CR�OR SECRON shownw/tXsutrbudc 7 ��nga �f{es. 1 t�"HYHZ° water �t�tratton requirements EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 7conti®ruation y inswHrg configuration see rwtes. { i see notes, stfeet t {r y rninfiNraiton rephem �waterintHtratton INTERIOR EXTERIOR 6 VERTICAL CROSS SXWNN OutqWhg i s co=stmt t irequ wmnts ntflfraHon a 94 Ila a R a � a N � N m z L: N.T.S. �-W: ni. m rr, LFS sruxs rroa ¢ m FL—f OS37.1 a a Er 7 � 10 MASONIF OPENIN11 2)(UICN SUCKANCHORM DP - 80 pst MENW01".11-i MASONRY OPENING 2X BUCKS Ir SOCK ANCHORING 80 < DP <= 100 pd HINGE JAMB CONCREIEANCHOR 1. Subsgkdbn of equal concrete scram ftom a dIfferent supplier may have different edge distance and center distance requkements. Z Concrete screw locations at the comers may be od]Lrted to maintain the minimum edge distance to mortar joints. It concrete screw bcaffons noted as "MAX ON CSfIW must be adjusted to rrdntcdn the ff**num edge distance to mortar Joints, GdcWbrsd concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 3. Concrete ancf= foWe., 61 2X BUCK - z 0 MME ANCHORING Masonry 2X buck aonshucHai HINGE DEWL Allp IU0. Z e22409 0109 z N.T.S. L ft AL m I ft US OW NOJ FL— 10537.1 0 IT -8 OF IQ .......... ......... . ...... air ............ -- .... ............... . ... . .......... ............. teras... . ....... .. . . w.. . ... .. .. . .... .. . ..... ..........q .... scrr .. .. ...... ............ .. ..... . .......... .. 2 T, .... .......... lffi#�M Ifir 1.114, P 4' 61 2X BUCK - z 0 MME ANCHORING Masonry 2X buck aonshucHai HINGE DEWL Allp IU0. Z e22409 0109 z N.T.S. L ft AL m I ft US OW NOJ FL— 10537.1 0 IT -8 OF IQ ............... ... ... ... .... .. .... .............. .................. ....... ...... ............. .... . . ..... . . . .......... . .. .................. s�zJACE ............ . . .... . �;,. .... ............ . . ....... ... . . . ... .... . ........ - .... ... .. .. . ... .. ... ... CIRA A ... .. ..... ... . . . ..... .. ... . .. ...... . .... ....... .. ........ . . ...... . iz ...... .. tfYiE . ... . ... I/C I 2 -1/r . ....... IN I -1/c b RBHOLD mom. dP rafn9 =+/- 5fl.0 tuf s.e7° 3 TB ! L® 6rewng�-must i/'i,..P.�ii?i! r: N.T.S. s . AL I FL -1037.1 1 L. G,1ZtIvcs BUILDING Miami Shores Village F Building Department JAN 16 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 D® Master Permit No. V5.4 - /�_ 860 PERMIT APPLICATION Sub Permit No. t131NG ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION 2]1('ENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: CI,2 00 AJ. UA �I� -NU City Miami Shores County: Miami Dade Zia: Folio/Parcel#: /1. 32o5. 0.7.02.5/ Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): HA Ped L Ale -AL �� Phone#: Address: �&2at-1 VP City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A-179le r/c-j-dSTom Pao"ow Phone#: .aS/O-0-5/ Address: f Q S O / /4 ST !SE— /4S 11 City: / r r AM / State: �� Zip: �3� 7 _ll -p n Qualifier Name:.., hats) hOdl!n 0 • ✓& Z. Phone#:..3/q 910 7 State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: hone#: Address: City: State Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ r� 0 CCF $2. CO/CC $ Scanning Fee $ Radon Fee $ 6 ' UV DBPR n $ 2• '00 Notary $ Technology Fee $ a• 20 Training/Education Fee $ C).1<4) Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ I Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. A L /--� Signature AWA OWNER or AGENT The foregoing Instrument was acknowledged before me this day of - `` , 20 Y$ by ��A��-4;cic who is personally known to me or who has produced Ar &WSJ as The foregoing instrument was acknowledged before me this day of : Caa 20 15 . by Q&) 1Wrioo is perrssan_ally known rn me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign•' Sign / 1 L / QC 6 4b C"ewM 6 -J) Print: 1 �i o r Print: t 0 45V+ uleS �osPa P6B�% RIGOBERTO JESUS CUESTA Seal: Seal:°tPaY PU�`'n RIGOBERTO JESUS CUESTA * MY COMMISSION # EE 051340 EXPIRES: April 27, 2015EXPIRES: MY COMMISSION # EE 051340 April 27, 2015 �r9rFor- F��90 Bonded Thor Budget Notary Sep,'`" f OF FLO Bonded ThN Budget Notary Sery ces " "Plans APPROVED by Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,W Miami Shores Village Building DepartmentZBC2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138Tel: (305) 795.2204 Fax: (305) 756.8972INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING Permit No. Master Permit No.Ns Z " n) ROOFING City: Miami Shores I County: Miami Dade Zip: 331 3 f Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: i?A OWNER: Name (Fee Simple Titleholder):Q1i°I 9 ON AN d ,4mA ALCAlbt Phone#: i 96.65 r Address: g2oo /V. kd.kLom &r. City: M %Amr 5 he r(A State: EL Zip: 3 jR Tenant/Lessee Name:: Email: M k OL C :Q 106 CONTRACTOR: Company Name: /6ef t CAA) 5109 140 Tedf 071 Phone#i__Wri 5/3 —05/v Address: /0 8 O / )q iN / 4 Gr 57tr /to 3 City: H / A l4 / State: 7-7/. Zip: 2-33 / 72., - Qualifier Name: s - State Certification or Registration #: C G ertificate of Competency #: Contact Phone#: Lo V APG75 Podr Address: to u I -bus 9 AS p W l 1177doWS . C*A DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ .3 • Q -7 Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew 8Aepair/Replace_ ODemolition Description of Work: Color thru tile: Submittal Fee $ n9 4 d Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/C'C $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ n Bonding Company's Name (if applicable) Bonding Company's Address City State 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 Ag .�N The foregoing instrument was acknowledged before me this 1 D dayof. i%;L ,201` ,by 1"IAIVA `AIfCAIC/E who is personally known to me or who has produced /—1 C E-Af S G As identification and who did take an oath. NOTARY PUBLIC: Sign: I l f � C Print: RiQoLFAD My Commission Expires: APPROVED BY RIGOBERTO JESUS CUESTA * EXPIRES: April 27, 2015 Bonded Thru Budget Notary SeMces Signaturer�-�(--kj)--� Contractor !1 The foregoing instrument was acknowledged before me this day of P , 20IL/ by --Y®Na a v(?� who is personally known to me or who has produced as identification and who did take an oath. Q[6 II:1A'84i1 t Tl; Sign: ! l '" ( a X� 1 Print: kk 4 o b E r4 -y �a X44 My Commission Expires: �.••... RIGOBERTO JESUS CUESTA * * MY COMMISSION # EE 051340 EXPIRES: April 27, 2015 Bonded Thru Budget Notary Services Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NORTH ELEVATION C Li-.aR5`ctl� dRd Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT �Tg SUBJECT TO CChIPUANCE WTTH ALL FEDERAL STATE AND C CI.JN'i Y RULES AND REGULATIONS i 1 L_e_vel1 • • • • • • • • • SOU —� - --•—t• • • • • • 100 3/16"=1'-0"- • •• • • • • ••• • �', ASP WINDOWS & DOORS Maria Alcaide 10801 N.W.14 Street. #103 Mianik R. 33W* • 900 N BAY aSgO0 E-gRIVE. MIAMI SHORES, FL. Office:305- 470-9369 - Email:engineedngbVmnd:vs.com 3MI i • • www.aspWndows.com • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APR 2 9 2014 prawn by _ Checked by �) DOOR TAG # - WALLS F EXISTING 1 _ SOUTH ELEVATION 200 • •• • • • • ••• • 1 .-- - iASP WINDOWS & DOORST Maria Alcaide SHUTTER TAG # 1 WINDOW TAG #� t�On Elevation Q DOOR TAG # WALLS i E EXISTING Co of Legend - ---.1/4"= 1'-0" .-- - iASP WINDOWS & DOORST Maria Alcaide 1 No. DacriPdon Date .e t�On Elevation _ -- -- - n o F1 3314294/2620-14- Office:305-470 9369 - Ema leng neening(��s�nndq�vs.com � 1 3r1i3 BA :91101 'D•RIVE. MIAMI SHORES, FL. ----;-- =t --- _ 200 Dare�wn ny erma oe�t www.aspMndows.com • • • • • ! • • • • • • • ---L checked br checker sca a va = r V - _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r Pe it Schedule —� Mark', Family and Type — --- - Product ' _ Approval Permit Schedule Design DP - Frame Glass Pressure 1_ Required I Frame Color' Type I Type Comments ---- 1 300 — Drawn by ASP Perk Dept 6-8�Thermatru_Classic Craft Fiberglass_Opaque door_FL10537.3_OXO_+-55: 36" x 80" 6 -panel "—M�W _AR -Eyebrow: 62 X 12 FL10537.3 +55.0/-55.0 +40.1/-53.6 fiberglass NA OXO - Total size is 62 x 80 — FL15920.1 +70.0/-70.0 +40.1/-53.6 Aluminum 7116 Mark #182 joined by (1) Horizontal Mullbar (2x6) By SIW -12-022109 i i No. Deserip8nn ;ASP WMaria AlcaideINDOWS & DOORS � � - -_ 10801 N.W.14 Stmt #103 Mtianj Fl. 33n • • � gZ[� BA`(AIJOI&E�QRIVE. MIAMI SHORES, FL. Office:305A70-9369-Email:engineering&WOnd ws.com •• 1 38136 • • • -- -- r --� • • • • • I •• • • • • • — — - i' www.aspwindows.com • • • - •� �•—� - - ' - * -• ... - - --- - - -' - — - , • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pe it Schedule a 1� Date 4na2014 ---- 1 300 — Drawn by ASP Perk Dept Checked by Checker — -Scale— _ _.-----�� 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR -COMPONENTS AND CLADDING I engineering wraces, in For Buildings with a Mean Roof Height of 60 Feet or LessI 16M S. Federal Hwy Ste 207, Pompano B (954) 784-6991 Tel / (954) 781-5708 Fox / Info@ DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4" J, DESIGN PRESSURES FOR EXTERIOR ZONES 'Z ne g.�ULTIMATE WIND SPEED (mohl = Mean Roof Hel ht Het M Tributary Area (sq. it) (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 -47.9 -43.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 76 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -47.0 -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -46.5 -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 41.0 -45.1 -44.0 -43.3 -42.7 -42.2 41.8 -41.4 41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 40.0 -45.7 -44.6 -43.8 -43.2 42.7 -42.2 -41.9 -41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 39.9 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 32.0 -41.7 22 43.4 42.3 41.5 40.81 40.3 39.9 39.5 39.2 38.9 39.9 -47.1 35.9 45.1 -44.5 -44.0 33.6 33.2 32.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -60.2 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 34.0 33.6 33.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -57.0 -48.8 47.6 -46.8 -46.1 35.6 35.1 -44.7 34.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -55.4 49.5 48.3 -47.5 -46.8 -46.3 -45.8 35.4 35.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.61 42.2 41.8 41.5 -54.4 -50.3 49.0 48.2 47.5 47.0 46.5 46.1 45.7 45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -53.8 -51.0 49.7 48.8 48.2 47.6 47.1 46.7 46.4 46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 47.4 -51.6 -50.4 49.5 48.8 48.2 47.7 47.3 47.0 46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 46.3 -52.2 -51.0 -50.1 49.4 48.81 48.3 47.9 -47.51 47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 46.1 -52.8 -51.6 -50.61 49.9 49.4 48.9 48.4 48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 46.2 -53.4 -52.1 -51.2 -50.5 49.9 49.4 49.0 48.6 48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -69.7 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 49.6 49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -66.0 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 50.4 52.0 50.7 49.7 48.9 48.3 0 40.0 0#47.1 0.46.$ • 52 -56.4 -55.1 -54.1 -53.3 -52. -52.2 21.8 • •51.b •46.1 .51 ,0 56 52.9 51.5 50.5 49.7 49.1 0 •48.5• •47. 047. -57.3 -55.9 -54.9 -54.2 -53. •-53. • a62.6 • e62.2 • -51.4 60 53.6 52.21 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 Mean oo Tributary Area (sq. ft) Hel ht (it) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 372 36.8 36.4 36.1 35.9 -53 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -502 -49.2 -48.4 -47.6 -47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 79 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 39.3 -48.7 -48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 -49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -612 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.01 42.6 422 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 512 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 • 52.0 52 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -59.5 -58.8 • 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 71.8 -69.0 -67.0 -65.4 64.1 63.1 62.1 -61.3 60.6 EXPOSURE CATEGORY = C 175 Tables are valid for the fotiowina conditions only. 1 Wind Speed, (V,a, 3 -second gust) - 175 mph 2 Risk Category: n (Geral Residential and Commercial Construction) - 3 Exposure Category C 4 Topogmphic Factor (Kzt): 1.0 (Flat Termin) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd-1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building Gcpi - 0.18 Consult an Enalneer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables am valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height If avamge cannot be determined, use the peak roof height Roundup the roof height to the next highest table value. 4 Calculate the tributary area (langth x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is union wn, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance to a building comer shall ba considered in an Exterior Zone (51 otherwise if all of the opaning falls mom than distance "a" from a building comer, the opening shall be considered w an Interior Zone (4). 7 Distance "a," as refund to above, shell be calculated as the smaller of 10%of the minimum building width or 40% of the height, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department General Notes • 900 • • • • • _ 1 These tables list allowable pressures (W"D, gi*V yp 0.6-:V„. who- V. isshe tyind pressure caleulaled m accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design windSpedH (Vul) anAhe"lelgit 12-in.0 • • • Er Digitally signed by 2 These tables are not valid as a site-specific drawinj • • • • 000 • • • FL T. Mellinger, P.E. Fl - 3 These tables apply to walls and vertical surfaces only. Date: 2013.05.21 15 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing budding department end permit holder. -04'00' 5 These tables are intended solely to illustrate desip W prissnmes rye hVi.NoAq wF-y oicertification is intended or applicable. 6 This document is the work and property of Emma TWellisger, P.E11 and shall nottbe rel•odacedsin whole or in part without her express written consent Date: May 21, 2013 • • • • • • • • • • Not Va;ki without Signature and Rahed Embossed Seal ••• 0 0 0 •uta 0 r I 4/17/2014 Florida Building Code Online pp ; BCIS Home Log In User Registration Hot Topl6 Submit Surcharge Stats & Facts U'usines ?°Pdct . oval Professibnal �tl �USEa: Public Apper i. 't Product Approval Menu > Product or Application Search > Application List > Application Detaa FL # FL10537-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Evaluation Report from a Florida Registered Architect or Archived Q Product Manufacturer Therms -Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature\ Rick Wright \ rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors 0 Subcategory Publications FBC Staff l BCIS Site Map Links Search Product Manufacturer Therms -Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature\ Rick Wright \ rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory winging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report - Hardcopy Received •••• Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. • • Evaluation Report • • • • • •••• •••••• • Florida License PE -43409 • • •• • • • 0..* • Quality Assurance Entity National Accreditation and Management InSt4tOlto • • • • • • • • Quality Assurance Contract Expiration Date 12/31/2015 • • • • • • • • • • • Validated By Ryan J. IQng, P.E. • • • • 0000 • • © Validation Checklist - Hardcopy Received • • • 0900 • • • • • •••••• • •• ••••• Certificate of Independence FL10537 R1 COI Certificate of Indeoendeif&A 06:4 • • • •: • •••••• • Referenced Standard and Year (of Standard)Stand rd a • • • v__� • �Y • • • • • • • ASTM D1929 • • • 1996 • •0900* ASTM D2843 • • • 63" • • • ASTM D635 • •3083 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 RI Enuiv of STANDARDS pdf Sections from the Code Product Aooroval Method Method 1 Option D https:/Am&wfloridabLdlding.org/pr/pr app o.aspsWarrrt=-v,GEVXQvADgdYBJ2p/o2iM716BHP2S1oKIDMQNQFa)fdZlbznulzbbGnw°/p3dp/pad 1/3 4/17/2014 Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 02/28/2012 02/29/2012 03/07/2012 04/03/2012 FL # I Model, Number or Name Description 10537.1 a FlberClassic SmoothStar" "ClassicCraft or ClassicCraft Rustic I--- ---- _ ......._......._ ..._...... ..___.......... .............. .. _. .............,...,.,.. ........... Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10537.1 for Design Pressure Ratings by specific I Model and for any other additional use limitations and installation Iinstructions. 10537.2 b. "FiberClassic", "Smooth5tar", "ClassicCreft" or "ClassicCraft Rustic" 6'8 impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration Installation Instructions FL10537 R1 II Inst 10537.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.1.odf Created by Independent Third Party: Yes 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration .......... ..",.". -1. - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 R1 II Inst 10537.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes :Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.2 for Design Pressure Ratings by specific FL10537 RI AE EVAL 10537.2.0f Model and for any other additional use limitations and Installation [ Created by Independent Third Party: Yes instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) .... .... ....__.... .---- —. -- ._. — - ... 10537.3 c FlberClassic", "SmoothStar°, 68 'Impact Opaque Fiberglass Single Door with Sldelites - (OXO) "Classic Craft" or "ClassicCraft Rustic" Inswing or Outswing Configuration ........... _.._....... .......................................................................... ....................... _.... - .. _.. >.. ................ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 R1 II Inst 10537.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/AI Evaluation Reports Other. See INST 10537.3 for Design Pressure Ratings by specific , FL10537 RI AE EVAL 10537.3.pdf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes Lnstructions. (Note - ASTM E1300-98 utilized for areas inside the i 10537.4 d. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. 10537.5 e. "FiberClassic", "SmoothStar", I ClasslcCraft" or "ClassicCraft Rustic" _........ _...... _................ __............. _.............. .................. ,... ---................. ...... _._._..................... _............. _...... ............................... _...... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 6'8 "Impact" Opaque Fiberglass Double Door - (X)tdiftNing or Outswing Configuration00000 r•••• • _. ............. .- ... .............. . •• • Installation Instructlons • • • • • • a • FL10537 RI II Inst 10537.4.(�ifl • • • • •••• •• • Verified By: Lyndon F. Schmidt, P.6 43409 ••r••• Created by Independent Third"AlItV:911"es • • • Evaluation Reports GOOD • • • • ••�••• • • FL1'S37 R1 AE EVAL 0 .4. f • • • Created by Independent Third a y :•Yes • • • • • • • • • _ _ _._._.. ._a a__a r._. ...._._...__.._..._aa r.•. . __ _ • • • • • • 6'8 "Impact" Opaque Fiberglas%ijoylale poor with Sid%liter-(OXXO) • Inswing or Outswing Configuration • • • • .,...... ,..... .. ...... ....... ..... ...... .....a .-........._� ........ �_..........�... ... ria••• Installation Instructions • • • • • • FL10537 RI II Inst 10537.5.odf r • • • • • • • Verified By: Lyndon F. Schmidt,".E. 49409 • • • • • • Created by Independent Third Party: Yes ease Evaluation Reports FL10537 R1 AE EVAL 10537.5.pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not went your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee nnrlpr rhanrpr 49r F C 1pa rllrlr hom frtW/wwwfloridabIilding.ag/pr/pr appdtl.aspx?paran=wGEVXQwtDgtfYBJ2°/a2fM7168HP2S1oK1DMQNQFaxldiZlbznuksbbGnw%3d°/g3d 2/3 INSWING / OUTSWING "IMPACr GENERAL NOTES I. This product has been evaluated and is In compliance With the 2010 Rodda Building Code (FBC) structural requirements including the 'High Velocity Hurricane Zond'(HVHZ), 2. Product anchors McM be as fisted and spaced as shovvn on detoft. Anchor embedment to bass material shag be beyond wait dressing or stucco. 3. When used in the `IiVHZthIs product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering, 4 When used In areas outside of the 14VHZ* requ*V wind bome debris protection this product compiles with Section 1609.12 of the 20I 0 FBC and does not require on hipact resistant covering. This product meets missile level *V and Includes Wind Zone 4 as defined In ASTM El 996 and Section 16M. 1 -2.4 of the FBC. 5. rorN stud froming construction. anchoring of these units shall be the some as that shown for 2x buck masonry consfrix-lion. 6. Site condlr*ris that deviate from the details of this dmwtng require Wier engineering analysis by a licensed engineer or registered architect. OutsvMg configurations using coastal ovtSwIng Item 031 meet water infillrofion requIrern*nts for'l-"r. a. Inswing corTQirations and outswing configurations using Rem #18,#'14,#15, r1 16,034 and hem #37 do not meet the water bili traflonrequirements for the WIr and shall be installed only In non-habitobte areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of ,:m,iopy or ovedwing to sal K less than 45 degrees, 64 000 a 0 0 0 0 00 • TABLEOFMONY" SHEET DESCRIPROM Typical 2e!env�afon' n �e Msun" 9. Wv- wo31,673A sq&sns 2 0= Panel details (Smooth Star; 9 Vertical cross secfons 3 Ooor pond details (Fiber Cask) 10 Buckanchomg —2 D— PO"el 12!a� Ito* Nnie onchoriipg 2X bwCk Mosomy comhudion —5 Om panel decals (Chasid Craft Rusfilfc) I ar fiRe oncMinIM" mosoniy constwOon .. ..... swerile pie! detainsa 0 0 Hofizonta cress sectio u 9 00 --.4L-1.5" RE NFORCLfiAM -R,j 911) +55,0 -55.0 OUTSWING 115.75" SO.M +55.0 55.0 W 73 A OF Y FL -105,37,3 I a v I!►lLA�i Lei L DETAIL A -A -J tOR N $mOOth star 0000000 00000000 0000000 00000000 0000000; 00000000 0000000 00000000 0000000 00000000 0000000 00000000 00000.0 00000GQ 0000 OC 00000 L. 0000000 00000000 0000000 00000000 DETAIL A -A Panel rehfomemeni 28.$6% OPEN• � • • • • • • i i AREA MAX- • • • • • •• ••• •• • • • •• 000 see *00 000 ••• • •• • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • e •• •• ••• • • • ••• • • a 2 .; Q m N.T.S. er AL et LYS AM ND - FL -10537.3 rt _h _ cF _14 INTERIOR •r:'• 'tX •a.. L DETAIL A -A J F 15PAA, 11a 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000030 00000000 0000000 0000 a 0000 o 00000 0000000 00000000 0000000 00000000 1.18° ?O EWA28.86` OPB • • • • • • • • • AREA MAX. • • i • • • • • • • • � � • • 000 • • • • • • • 2 YERiiCAI CROSS S£CTaON g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• N.T.S. a ). eh AL m 4 6 : LFS 3 FL -10537.3 e 3 os -L4- ro g • WAIL A -A• • • • • • • • • • • Panel reinforcement • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• N.T.S. a ). eh AL m 4 6 : LFS 3 FL -10537.3 e 3 os -L4- ro g INTERIOR L DETAIL A -A J COOK PANEL \:.:J Cta�ccra�t 0000000 00000000 0000000 00000000 0000000 00000000 0000000 O 0.34'- 00000000 r 0000000 00000000 0000000 Ali 00000000 7 _(@• ••• _id' • • • • • • • •• • • • • • • aaa000a 28.8890PE1y� • • • ,, • • • 0 0 0 0 c: AREA MAX. • • • • •, iA • "000 0 • • 00000 •• ••• • • • • •• aDDDOao 00000000 Duoc000 ODOOOOUOi DEPAfg A -A • • • • • • • • • • • Panel reinforcement • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • & Lda,' itLg A • +� N.T.S. 3 By, AL m er: LFS 3 NO, m FL -10537.3 a ar 4 o• 14 01, L DETAIL A -A J 0 &M R34HC INTERIOR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8T09 RAfL WE:,zg P rL OAC. BY: AL tout. er: LFS FL— 10537.3 -CT -5—os14 0000000 000000 I 1000000 0000000 1000000 $05 ._ �� 0000000 '000000 00001000 000000 P :. 00001000 000000 •� j 0000000000 000000 • ••• • • • • • • • • • L 0000000 • •• • • • • • 0000-00 28.86%OPEN •• • • • • ••• • 0 0 0 0 AREAMAX. • • • • • • • • • O O O O O • • 000 • • • � HtR1CsE S7fLE 1��a'��y(.� 000000 0000000 ®ETAf! A -A :00 • • • • • • • • • • • • • • • • Panel reinforcement • • • • • • • • • • •• • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8T09 RAfL WE:,zg P rL OAC. BY: AL tout. er: LFS FL— 10537.3 -CT -5—os14 21 DT MAX. L MAIL A -A J MAIL A•A Panel reinforcement Q ... . . ...... . . .. .. . . . . . . .... . . . .. .. ... . . . ... . . 111.,.,.,J0 rf'� VEWCAL CROSS SEAN A..'.F e22409 i M.T.S. ° m er: AL m ar LFS 3 FL—?0537.3 0 Er 6 os 14 ". L Dtk MAX. • • • • • • ••• • 728.M OPEN AREA MAX. ••• • •• • • • • • • • • • • • • • • •• • • . .. .. . . . . . ... . . ...... . . .. .. . . . . . . .... . . . .. .. ... . . . ... . . 111.,.,.,J0 rf'� VEWCAL CROSS SEAN A..'.F e22409 i M.T.S. ° m er: AL m ar LFS 3 FL—?0537.3 0 Er 6 os 14 ". .E (31 HOMON TAt CRSS SECTM 7 Insw&uy c%fi,, fion shown Outswmg also ap(xoved kLE, N.T.S. I ®n AL C. M. LFS 3 kmm FL -10537.3 Er 7 oF1 �T EMB. (TYP.j m INTERIOR �9 AN O gv 6 EXTERIOR ' v • • • y � • • • • • i \ N At CrR�oss—sEG—IiON •• m 7—Shown IlnXSA)-WCK •• •• .E (31 HOMON TAt CRSS SECTM 7 Insw&uy c%fi,, fion shown Outswmg also ap(xoved kLE, N.T.S. I ®n AL C. M. LFS 3 kmm FL -10537.3 Er 7 oF1 �T • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .E (31 HOMON TAt CRSS SECTM 7 Insw&uy c%fi,, fion shown Outswmg also ap(xoved kLE, N.T.S. I ®n AL C. M. LFS 3 kmm FL -10537.3 Er 7 oF1 �T 4z � ate.... •-ry �.:_rf^s a a a o a . ✓�•— u 4 z INTERIOR. EXTERIOR IMTPPlnp J 'a' l 8/CDHP`OAB i^0d°ePP PCd"/fP9lt J U a icffi 1 VEIMCAL CRCQ SECWNVEIMCAL CROSS SECTION kuwing conflguraticm `Ouhwing cortfiggwwanon see general notes• sheet) i • • i i • i i i • i i see ®erg rwies, �eei t for'71YHZ" wafer a�f8trotion ' • • • • • • • • • •. • • for'1iVhR"water infi�hcttan requirements • • • • • • • • • • requirements • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR EXI tRIUR 1 VERTICAL CROSS SECTION 9 j aw INTERIOR j /,. )K%/AI EXTERIOR i Or • • • • ••• • • • • • • • •• • • • • • •• •• • • •• •• ••• • • •• ••• • • 3 VERTICAL CIOSS SIMN • • • • • $ NswEng config—f— • • • • • • • • ••• • •• • • • • • • • •• • • • • • • • • • • ••• • Or • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • •• ••• • • IN IEKIOR to I tKIV K g _ VEI7ICAL CROSS SECTION Sh. wnX sub -buck 4 EXTERIOR INTERIOR VEIMCAL CROSS SECTION Q Out v*Q C- gwc i- 9. It AL c er: LFS �wo-ac ems � FL -10$37.3 �r 3 av 14 0 B �a MASONRY 7 OPENING FRAME A, v -o t ?X 6SLICKSLICKREFSdENCE I c 0 U Z BWK ANCt{®RfNG o — O - N O CONCRETE ANCHOR NOTES: t, Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance a requirements. $ °a 2. Concrete screw locations at the comers may be odjusted to maintain the minimum edge d6donce to mortar joints. if a m concrete screw locations noted as "MAX. ON CENTER" must 4WdjV%9 tij mgintafp the jngMurr`edge distance to mortar a joints, additional concrete screws may be requFred to envAe the moxirwn a• canter dinemloals not exceeded. N ¢ 3. Concrete anchor table., • • • • • • • • • AtlCdaft?R ANCHOR N Q m �Z U onrt 4/18 08 i N.T.S. ° wrco. er. AL m anc LFS 3 DRAW= NO.: • FL -10537,3 0 • • • • • • • • mer 10 or 14 " 4- a° A a. 4`F°E i:. ill !II T'G7,�:4SE3tdR�`i�/3GE �9D:i��i.�N£1{Dk iYP. HEAD III ll! �`''�"� (I !N III ({ SHO"'' FOR III •a Ali ill 11i lil !!I Til !li iii • b 0 B �a MASONRY 7 OPENING FRAME A, v -o t ?X 6SLICKSLICKREFSdENCE I c 0 U Z BWK ANCt{®RfNG o — O - N O CONCRETE ANCHOR NOTES: t, Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance a requirements. $ °a 2. Concrete screw locations at the comers may be odjusted to maintain the minimum edge d6donce to mortar joints. if a m concrete screw locations noted as "MAX. ON CENTER" must 4WdjV%9 tij mgintafp the jngMurr`edge distance to mortar a joints, additional concrete screws may be requFred to envAe the moxirwn a• canter dinemloals not exceeded. N ¢ 3. Concrete anchor table., • • • • • • • • • AtlCdaft?R ANCHOR N Q m �Z U onrt 4/18 08 i N.T.S. ° wrco. er. AL m anc LFS 3 DRAW= NO.: • FL -10537,3 0 • • • • • • • • mer 10 or 14 " • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • {,r{�s'e%ai � • �+Q{�Ca�io!^*i-�.' • P?n�{gra. e►��{,tc��_ .. 4`F°E i:. 5{F� �1�t3tVfEN7:: T'G7,�:4SE3tdR�`i�/3GE �9D:i��i.�N£1{Dk • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ed t3d 115o �Q a �bj• 7-09 `2�S' • �I • I I I i I I I! :o vet � �aXzs MASONRY 12 I $ UA OPENING _ 27 _ -j FRAME _ _ 0 _ LUCH & DEADSOU DETAIL w cYi p2X BUCK 12 F OUTSWING_ — _ TYP. ® JAMB z _ " a TO I INSWING _ _ Q — ✓ R2 z REINFORCEMENT _ L a a e� as ra a a^ 10 10 ep L 14 & 10 � HIHGEJAMB tAISWItdCs PAAMEANCHOt&NG STR(KEJAAAS Masorvy 2X Wa FoRniEFUnHINGE DEWL I�9 � z o 0 4 _ o L CONCRETE ANCHOR NOTES: y. Subsfftuhon of equal concrete screws from a diferer# supplier may have different edge distance and center distance 10 10 N ireme+D • • • • • • • • • • • • 2. Concrete screw locations at the comers maybe adjusted Io rmaint� edge dbfaace to mortar Joints. ff L concrete screw locations noted as MAX. ON CEWR"musftw adjLler IcjninV :ie:V" edge distance to mortar 14 z Joints, additional concrete screws may be required to ensure mwripwrs oe cgfat%diverilon is rapt exceeded. 10 z n 3. Concrete anchor table., • • • • • • • • • • • • DA 2/24/09 i HfNGEDETAB MTS. o 5 Ouasrouig DW. BY. Al. m CW BY. Us 114 Daaw•a M;• •• • • • • • • • FL- 10,1537.3 S"W 0 • • • • ••• • It of�4 N 4�Ji1;iRftR1PIIMIiM CEEAIiAN�E KraiAfttMUAA �L��R4T�e� �' SIZE ••• • • • • ••• • 'f1EtAAREPIi` ? T'C1Ii�A;i47�fI$Y�R�,4� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CoQ WOE 30�'� I 11 14 1 _ _ MASONRY, — TYP. HEAD & 27 OPINING JAMBS _ _ 12 es SEE NOTE i LATCH BDEA G80LTDETAIL FRAME x z — _'� — N=z zz O IXBUCK 12 — F OUT WING t� �t xC.) -0 _ TYP. @ JAMB � p N—J TO — I INSW04G _`REINFORCEMENT a1Q-4 a �.- C} -F— �& m HINGE JAIA® 04WWG F'R 4ME ANCHORING Masonry 1X buck construction Si1diKE l9M6 HINGEDUAI! I9 cs 0 CONCRETE ANCHOR NOTES; 1 O i \J 1, Substitution of equal concrete screws from a different supplier may have different edge distance and center d1stance requirements. • • • • • • • • • • • • a 2. Concrete screw locatkrns at the corners may be adjusted to mointatnihemk*nL•n adg• dwome to mortar joints. it ; concrete screw locations noted as "MAX. ON CENTER" mustbo od�gpr to eWtV t e rur#h�dge -stance to mortar 1 a 1a Q joints, additional concrete screws may be required to ensure #V mamriml o%ce;gterdhya4. is npt exceeded. v 3. Concrete anchor table., • • • • • • • • • • • • Fm 2 24 09 a_HJtiGE(3ETAP! PI.T.S.ovls ing c. ev: A< m cras. BY.LFS DaAvwe M.: rc • •• • • • • • • • FL -10537.3 • • • • ••• • M t2 W14 A RtCHr?R "` TYNk: ,4t«ICTft�@ SIZE t��Nrl��l� +EAAgEtif�il�T• ;:. - AstNfM1lPl� Gtt�el��t� '; TE>;>f.�ASENdRYI� Mlr�lf�ft�w �CEAR�AiCE �e AD�dtC£NT��it'Ft<%ft ITW :. T/4" T-T/�' i•• i iC-Tf�i i i• i i 3" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOORMIN "11.14st NOW p///T ,r;:,,. , 5.75, i 83 e NOwbshofe 5.W w e J •i m �oo g 4 ==.t..te a SIJfSVdING THRFSHOiD W Perm THRMO D I •o St0 da�tdesrb w. Sondard wtnhnte 0 .00 2.19' N b • • • • • • • • 1 ___ 1.92" o � N • � � 2.38" ---! .. N.T.S. ci oxc ev: • • • • td ADS ID • SMJ P Q N/1HG Sim PHAL � BY: SddtH DEif?P LFS i • • i 19 B� 1 b � • : : 3T 87 �� Adoptw • • • • • • • • • •• • • OWN= W-1 • • • • • • • • • • FL -10537.3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •• •• • • • •• •• s•• • e s •c• • • BILL OF MATERIALS ffm DESCRIPWX MATENAL ffA I DESCAMN MATERIAL A 1 X BUCK SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. B 2X BUCK SG >= 0.55 WOOD 53 LOCK STILE CLASSIC CR WOODAVL C MAX 1 /4" SHIM SPACE - 54 HINGE STILE (CLASSIC C WOODAVL • o� D i /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 55 BOTTOM RAIL CLASSIC CRAFT) COMP. ® E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE �' 57 PANEL REINFORCEMENT 0.023" THK CLASSIC CRAFT FOAM CORE STEEL POLYURETHANE �{R a air oo F T /4" X 1-314" ITW CONCRETE SCREW STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - I 1/4"X 2-114" ITW CONCRETE SCREW STEEL 61 DOOR SKIN 0.065" THK. (FIBER CLASSIC) Fy = 6,000 PSI MN. FIBERGLASS • a V J IX X 3-314'ITW CONCRETE SCREW STEEL 62 TOP RAR FIBER CLASSIC COMP.; F S K #8 X 2-1 /2" PFH WOOD SCREW STEEL 63 LOCK STILE FIBER CLASSIC) WOOD/LVL _ L # 10 X 2-112 PFIi WOOD SCREW TEEL 64 HINGE STILE FIBER CLASSIC) WOOD ° 1 EXTERIOR UTE FRAME ALUM. 65 BOTTOM RAIL FIBER CLASSIC COMP. �= 2 INTERIOR UTE FRAME ALUM. 66 PANEL REINFORCEMENT 0.023r THK. FIBER CLASSIC) STEE 3 LTTE FRAME TRIM PVC 67 FOAM CORE POLYURETHANE 4 #10X 1-I/4" PFH SM SCREW STEEL 70 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 71 1 DOOR SKIN 0.095" THK. (CC RUSTIC) FY = 6,000 PSI MIN. FIBERGLASS 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 72 1 TOP RAIL CLASSIC CRAFT RUSTIC) WOOD 9 4" XV HINGE .097° THK. STEEL 73 1 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOODAVL a 10 # 10 X 3/4 PFH WOOD SCREW HINGE TO FRAM STEEL 74 BOTTOM RAIL CLASSIC CRAFT RUSTIC) COMP. 12 # 10X2" PFIi WOOD SCREW STEEL 75 PANEL REINFORCEMENT 0.023" THK CLASSIC CRAFT RUSTIC STEEL ! >" 13 #9 X 3 PFH WOOD SCREW STEEL 76 FOAM CORE POLYURETHANE o 14 THRESHOLD OUTSWING - SHF ADJUST ALUM./COMP. 80 SIDELITE - SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS FIBERGLASS 15 THRESHOLD OUTSWING - 5-314" COMPOSITE SILL FULL SUBSTRATE ALUM./COMP. 81 SIDELITE SKN .070" MINIMUM THK. FIBERGLASS FIBERGLASS 16 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL STANDARD SUBSTRATE ALUMJCOMP. 82 TOP RAIL COMP. 17 KWIKSETPASSAGE LOCK - SIGNATURE SERIES STEEL 83 STILE WOOD 9I a 18 THRESHOLD OUTSWING 5-3/4" THERMAL BREAK SILL ALUM./WOOD 84 BOTTOM RAIL COMP. 19 HEADER JAMB SG k 0.55 WOOD 85 PANEL REINFORCEMENT 0.023" THK. STEEL 20 SIDE JAMB SG >= 0.55 WOOD 86 FOAM CORE POLYURETHANE 21 KWIKSET DEADBOLT - SIGNATURE SERIES 980 STEEL 87 7116" X I /2" STAPLE STEEL 27 LATCH STRIKE PLATE STEEL 8B 2X MULLION REINFORCEMENT SG >= 0.42 WOOD 30 SECURITY STRIKE PLATE STEEL 89 #9 X 2-1/2" PFH WOOD SCREW STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 90 INSWING SIDELITE ADAPTER PVC 32 DOOR BOTTOM SWEEP PVC 91 OUTSWING SIDELITE SPACER PVC o 33 34 36 38 40 43 45 47 50 51 INSWING ADJUSTABLE THRESHOLD- STANDARD SUBSTRATE OUTSWING THRESHOLD- 5-314" HARDWOOD SILL STANDARD SUBSTRATE INSWING THRESHOLD- FIXED STANDARD SUBSTRATE OUTSWINGTHRESHOLD INSWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.065" THK. (SMOOTH STAR) Fy = 6,000 PSI MN! • • • • • TOP RAIL SMOOTH STAR LOCK STILE (SMOOTH STAR) HINGE STILE (SMOOTH STAR) • i • • • BOTTdM RAIL SMOOTH STAR PANEL REINFORCEMENT0.023"THK.(SMOOTHSTAR) FOAM CORE • • • • CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL �R IVAILS & DOOR SKIN 0.095" THK CLASSIC CRA F = 6,000 P61 MN. • • s • • • • • • • • • ALUM./COMP. ALUM./WOOD ALUM./COMP. ALUM,/COMP. ALUMJCOMP. • • PIBER02ASSAIR DOD/ VL • • •W@QD COMP. STEELi/8"ANNEALED ♦ POLiURETH4NE • • • e- •• • • • BiRG • • ••s • /2" GLASS CELLULAR BITE37 GLggNG I"THK. TAPE GLASS 1/8"TEMPERED41 SPACE42 5137' ANNEALED44 040" PVB INTERLAYEF \ SAFLEX BY SOLO I!A *'l-Ll IDOSWIGGLE GLAZING OR SLK? J SPACER Pv1 T�fdG017AIL N oo z entE 2 24 09 %46 N.T.S. m BY. AL cm a*: LFS - NO» FL—E0537.3 sm j4 of 14 • • • • • • • • • • • •• •• • • • •• •• s•• • e s •c• • • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authori7Ation No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Smooth Star, Fiber Classic, Classic Craft and Classic Exterior Exterior Door 118 Industrial Drive Craft Rustic Fiberglass Door with Sidelites Doors Assemblies Edgerton, OH 43517 Inswing/Outswing Phone (419)298-1740 'impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product icomplies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -10537.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ". 8. Inswing and outswing configurations using item #'18, #14, #15, #16, #34 and item #37 do not meet the water infiltrgiVisAguirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by'Dn oy%iang or Uk"y such tib! • • the angle between the edge of canopy or overhang to sill is less than 45 degrees. " • • 0 • : 9. See drawing FLA 0537.3 for size and design pressure limitations. "•;' • '' • sees:* Supporting Documents: :ease: 1. Test Report No. Test Standard Testing Laboratory ed b .... • 00900 TEL 01460336-A,B,C ASTM D635-03, ASTM D1929-96 Testing Evaluation Lab.,lp .. Xryion F.+Schtpl dt, P.E. *0:000 ASTM D2843-99 090*a0 09:990 000000 STTS00001 ASTM G26-95 Sub Tropical Testing * • 0 iii Hicks, VP Operations s • 15427-107362 ASTM E84 -00a Omega Point Laboratories William E. Fitch, P.E. • ATI 67508.01-106-18 ASTM D1929 -96(2000)e01 Architectural Testing, Inc. Joseph A."*Q.E. ��•• TEL 06-1031-1 TAS 201-94, TAS 201-94. TAS 203-94 Testing Evaluation Lab.,Ulc. Andell 0, Haney, P.E.:*see: TEL 01460030 TAS 201-94, TAS 201-94. TAS 203-94 Testing Evaluation Lab.,lnP Wendell W, $MV, P.E. ' 2. Miami -Dade NOA Materials sees 08-0206.01 Interlayer by Solutia 3. Drawing No. Prepared by Signed & Sealed by No. FL 10537.3 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and 6v�� Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/28/2012 PF 1454 Sheet 1 of 1 Florida Building Code Online �� ¢r. Publications FBC Staff BCIS Site Map Links Search Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Frank Bennardo PE -0046549 BCIS Home Log In User Registration Hot Topics Submit Surcharge stats & Facts Busines�, tl Institute,• • 0000 Professib'nal@USERiproduct Approval Public User {{5^�t Rez�aiiRi.jot: • • • • NM1tJ#rproduct Approval Menu > Product or Application Search > Application List > Appilcation Detail • Validation Checklist - Hardcopy Recely@d• • • • • rtxi FL # 0000 FL15920 Application Type • • New 0608 Code Version 2010 • •• Application Status Approved Standard Comments 0000 TAS 201 Archived • �� ¢r. Publications FBC Staff BCIS Site Map Links Search Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Frank Bennardo PE -0046549 so**** National Accreditation & Management Institute,• • 0000 • 12/31/2015 • • • • • • • Keith E. Lorinos, PE • • • • • • • • • • Validation Checklist - Hardcopy Recely@d• • • • • • 0000 0000 • • • • FL15920 RO COI Cert Indem odf 0608 •••• 00.06• • •• Standard 00 •• Year 0000 TAS 201 : • • : • :1994 • TAS 202 • •1994 • • 00000 TAS 203 • • 1994 o •• • 086• • 0800 Method 1 Option D Date Submitted 08/24/2012 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 https:/A~.ffoddabuilding.orgtpr/pr app dU.aspx?param=wGEVXQwtDgsDdFYerPlwHD3ktsOj8p/o2f... 0000•• • • • 0000•• 0000•• • 0000• 0000• 0000•• • • • 0000•• • •0000• 12/20/12 Florida Building Code Online Irate ,vpproveo au/ 1b/LU1L Summary of Products .. ....... .............. ........ ... .__........_......___.... ...........................__._.............._...............................................__..........._.........._......................_..P..................................... .._-....__.............................................._..... j FL # Model Number or Name Description —.......... --_..._......-_..._....._...._................_......................_............................ ...... .... ......... ... ...... -- -.._..__;...._..-..... ..... __........ ......... _.......... _.......... _...... .._.._.............. ......... .-................................... _...................... .... ............ ....._ ....,.._ ... 15920.1 j Series "300" Aluminum Fixed Window Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" .............. -- . ................... ._......................................... _....._..-.........._......._ ................. ...... Limits of Use Installation Instructions Approved for use in HVH2: Yes FL15920 RO II DWG re-subrrrit 10-10.Ddf Approved for use outside HVH2: Yes Verified By: Frank Bennardo P.E. 46549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other. FL15920 RO AE Eval.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vent your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address if they have one. The emails provided may be used for official communication Wth the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Departrnent Wth an email address Mich can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 sees•• • • sees•• sees•• •seee •sees • • • https:!lwww.floddabuilding.org/pr/pr app dU.aspx7param=wGEVXQwtDgsDdFYerPhNHD3ldsOj8*/o2f... 2/2 sees • • sees •• • • ••• sees•• •• • • sees•• • sees sees ecce ecce •ecce• • •• •e •• ecce ss••e• • •sees• •• • • • • •• • see* sees•• • • sees•• sees•• •seee •sees • • • https:!lwww.floddabuilding.org/pr/pr app dU.aspx7param=wGEVXQwtDgsDdFYerPhNHD3ldsOj8*/o2f... 2/2 I* mm GENERAL NOTES Y. THE SnTEMM&MIW_DHEAEM HAS SEE% MIM -0 AND fL14CI)INACCCADANa rlTfi ME Zol'o FDA USE WITHIN AND 2!OVf,"AS n! I Z_ NO 33 SJ3 16".1ASF IN ALL"AM SMSS No pr,95N V&LD IN tmir.. bv.ArN OF Tw, SY5104, W9ND WAD TDIJRATIDN eAr-10k Ca -1,6 HAS MN USE* FOR WOOD ANCAOP, M.SWN 1, POSITIVE AND &tGA'lVtOESJM PRESIAMS M(AAATff,) f;:P, USE ffltH THIS SYSTEM SHALL, EWTEAMM!O D`YOVHAS ON A KIP1,SM2FIC BASIS 'IN ACCOVDANCif WITH THE qUV MMANC, CODE, SITE SPECIFIC L00LDWIND t;OA0 KEQtWV4ENfS SHALL OE OVERMINED IN ACICORVANCE'VII'MASCI: 7 AND THE IMO FLORIDA BUXOM CODE BY SEPARATE 04GINHMS CCKTIF9CAIWUA4& SOA; 1. MUSS 14ON OR E14VAL YD THE KAItIVE OR K-GATIK, DESIGN PRESSURE CRY AG VALUE LISTED HEMIN f(A ANY A$Sf!M%Y WITHIN THE k"ITTPatONS, SVATCD *w"m. 4. TW, STEN MIAILB0 M10ft tSaNERIC ANO DOES 40T PRWM IWORKA31" FOR A SFV, -IRC 511KI, FOR SvtMM0MW4S DIFTE-404 tROK INC OONDITTOUS MTARFV0V_1Rt4U, A LIC14ILEOUNGINCeRam OCKUKENT. S. potmi "o"*R SHALL wAt"" A*Fqwv CsIT ME cKisnw; slRUOUSE TO wr,,sT*x SUMt,4"CO LOADS. IWO(V thXVS (BY OTRFAS) T,,34RU Of AW.PCIAW Ml TO TRANSFEa LOADS TO I tic w1STIw STAU"C 6, MIJL31NA UNITS KICST Of UISTALUD USU46 STRUCTUPAL MIJILL109S ARMOM BY 0HERS ZIR L&WIP SEPARATE CtATIFICATIF. I. ALE 9OWSIONS SIiALL OF ALLOY, Uhlk�'. rel I" SK10-Aw. 91 ACLOOLTS U WAsHfq% stfAkt K ZMCCAIED SIT U-, STUE' Wry" A LO. ALL V15SIMILAR MATIRIALS i9fCALL bk PAINfEO OR PLAYFU A' 00,SLXIBV) In TKA ftoMA LA!ftt:FwG CODE II. Ell. e. ca, INC.- avy"m IT-! Ile") I I3, APMOVED fiA S!4M.; ANI BAR 4Z 44I&SILC W-PACI SEE GAS'.. TVPVH= FOR Ale`F RESTRICITIM • FL #15920.1 12-TMW-04 POSSIBLE ARCHITECTURAL SHAPES:SOANO Sl*AllF, MAY FYCEED SIZE OF TESTED PKtANGLE TPANSCUMED AROUND K. S(WA,2 Am= €Alstll flutolitZ ovwtotm l JOINT WELD POINTS TYP. (MAY VARY) )o L CloPED. CORNER TRIANGLE HALF-ROUNO WME0 RADIUS EXTENDED GOTWC HALF-ROLM EXTENDED QUARTER SEWIENT f�UAATIER SWMWT . . . . . . . . . . . . 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MMS€t..E MPAGT aaaet�y°ast6$dhEq,tah, [E6 akf 12th AY2?BtEE. p DEE&BY�CA BXCLI' PL 3 tx; NiS4) �'• � {454) °� �< -as- Fmw s 0®0 �;Btq/SIt4�� ENGINEERING TM Window, LLC. — Series 300 Aluminum Fixed Window (LMl) A The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA# 11-0624.02) • DuPont PVB Interlayer (NOA #11-1118.03) ist 23, 2012 Page 2 of 2 Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specked in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination and• • . 99 other such damage at all times. . 9999.. • 99 9 .9 999 9 Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ�.: • • • • • • 0 • 0.9.0 9 909060 9 9 9 .0.9.9 9999 9999 . . 9 0 • 9 9999 9.99 99999 99 99999 99 9• 0000 000000 99.9.9 9 9 • 9 9 . • 000000 000000 9 0 . 9999.. 99 • 0000 9 9 160 SW 121H AVENUE #106 DEERFIELD BEACH, FL 33442' PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM „ p�� A FRANK L. BENNARDO,_P.E., INC. PNNOVATION August 23, 2012 Application Number: FLB Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 12-TMW-04 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: ”PRODUCT EVALUATION DOCUMENTS FLB drawing #12-TMW-04 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. ease ® TEST REPORTS* aa• Uniform static structural performance has been tested in accordance with TAS 202 teewAncards ped tv§t report(s) #0611.01-12 by American Test Lab of South Florida (ATL). 0 • Large missile impact resistance and cyclic loading performance have been tested in atlMhce with TAS 201,202 & 203 test standards per test report(s) #0611.01-12 by American Test Lab ofSdi.Rfl Florida e e a a (ATL). ...... .. • STRUCTURAL ENGINEERING CALCULATIONS e e• a�• *see Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Rased i5ngint, a id dor.. . -• analysis to qualify the following design criteria: C1 1. Anchor Spacing .... 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape OptionsFrk —--- 4. Glass Capacity # aq�igP:E 85 5. Anchor Capacity .,r , No 33% increase in allowable stress has been used in the design of each product" 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM e 00.0.0 eaeae0 MIAMI-DADE MIAMI-DADE COUN'T'Y PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Iy}vtiyslni»tnldacle.g�v/rs� SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section 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. PERA 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIONI Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control 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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 6666 RENEWAL of this NOA shall be considered after a renewal application has been filedand there. bag been ...... no change in the applicable building code negatively affecting the performance of oris, product. • TERMINATION of this NOA will occur after the expiration date or if there has edeWevision'dr change OGG` in the materials, use, and/or manufacture of the product or process. Misuse of this AUX js an endorsement ement0-46 •. •. of any product, for sales, advertising or any other purposes shall automatically terntiplqthis NO&.F.Alure .... to comply with any section of this NOA shall because for termination. and removal 09WA. . .. 69:999 ADVERTISEMENT: The NOA number preceded by the words Miami-Ddt1�-eZunty, *Fk6fJa, and• • 6: • followed by the expiration date maybe displayed in advertising literature. If ati�*;;tion of this NOA is •. displayed, then it shall be done in its entirety. . :000:0 6666.. INSPECTION: A copy of this entire NOA shall be provided to the user by the ma'c Ac*furer or its... distributors and shall be available for inspection at the job site at the request of the Building OfRainl. This NOA revises and renews NOA # 10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 Page I SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 2. 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 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-410$, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-10.16 06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & "Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016 06) 0000 0000 0+00.0 .. 0000 C. CALCULATIONS .. 1. Anchor verification calculations and structural analysis, compfyjpoVvith Flf "2607, • prepared by Al-Farooq Corporation, dated 08/13/09 and revised. Qu.09/l 4/1 p, signed ; • • • •; and sealed by Javad Ahmad, P.E. • • • • 000000 .... • (Submitted under previous NOA#10-1004.01) • • • • • • • • 00000 0000 0000 0000.. 0000.. D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Permitting, Environment, and Retulatory + Aff�iirs {pERA) • .....s .. • 0000 • • • .... ManuelP.E. Product Contrl E iner NOA No. - 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. E-2 00.0 • . 0000 0000.• .. .. 0000 • • . .•�;..• 00 . •00•.• •0e•0• 0 ••ee• • 0000 0000 . . 0000 0000 0000. 0000•• • •• •••ee • • • • • •• •• 0000 •.e••e • e0•e0e • • • • • • 0000•• e••••• • • • • • 0000 Manuel Per , Product Controlxami r NOA No. 12-0 .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 _.. . ........... _. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EOITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • 06010 • • ALL GLAZING PRODUCTS USED WITH THESE MULNONS MUSTNIEN TIE APPLICABLE BUILDING CODE REQUIREMENTS I.•: WIND LOAD, WAWW INFILTRATION, FORCED ENTRY RESISTANCE, SAF<GUARD• ETC• • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PJT&LY•Tp �RA LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TUE ETC.). ANCHORING CONDITIONS OTHER THAN THOS2bSHOWN•IM •HESE DET•IE ARE NOT PART OF THIS APPROVAL. • • • A LOAD DURATION INCREASE IS USED IN DESIGN {OleoINTO • P(%V. MATERIALS MWOM BUT NOT UMI EO TO SIEEL/MFWASCIIE1RS,"T COIN LYS CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL JAEET TME REQUDTEWS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 6.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • IN51RUCTIOWS: • • • (4 CHARTS AND GRAPHS AS FOLLOWS. •...._•�— ..-_..._..._......... ....... •'• PER ASCE 7 0DESIGN OPELOAD GREQUIRED • •ld_ STEP 2 USE MIAMI -RADE COUNTY APPROVED GLAZING PRODUCTS MEMO ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL • 0 ON SHEET 3 SELECT MULLION ON SIZ N ll Engt: JAVAD ANUR - CIVIL FLA. PE 7059: CAN. 38,us EP RA MORE THAN DESIGN LOAD • • % 1 OVE. UUNG•.NC•OR TYPES ON SHEET 5 THRU 7 AND .ANCHOR CHARTS •3L6� NN SHEBli 4, SELECT ANCHOR TYPE WITH DESIGN, RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Qti� TJF`t ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ICT PROM=REVWD ascomplyMBWith ftFhdbpimmNo b ExPtrMinu Data 2 •�/7 '� � � � b 5 By P( drawing no. I M07-04 1.250-^j �,V ggy� - 1.000 �- -^I 1.000 I. 50 .sso _......... o IT z -*�.375 I G P ........_I 1.000 .12.125 2.500 Q a TYP.o6 .125 .125 t • w `✓ 4.000 4.04.500 06 00 0 I-- te�1 3.000 �+.-- 8 3.750-d 0 Q' 0 ro Ll Q IL fygp OPTIONAL CH 0 °1Lu LU 1 W G $ 375 iv .250 e MULLION CUP (6063-T6) 1 X 3 1 X 4 1 X 4 1-1 /4 X 4-1/2 (ALT. TO ANGLES) 72 Q 2 STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION CUP LENGTHS MUST BE CUT To FIT SNUG—� 8063-T6 6063-T6 6063-46 6063-T6 INTO 1BY TUBE MULLIONS. N N W 2.000---1 p---2.000 U) U n I 0 �o N La gQ iD —2.000 -2.000 _... 2.000—�•� .NP. 250TYP. 12s I'm . 2.500 � 1.030 Z .125 .250 8.000 8.000 YP. } TYP. TI I Q (�� 4.000 4.000 F--..�._---3.750--d N - c w" NOTCH OPTIONAL 5t3� g MULLION CLIP (6063-T6) 12• G � 2 X 4 2 X 4 2 X 6 2 X 6 (ALT. TO ANGLES) m$ STD. MULLON HEAVY MULLION STD. MULLION HEAVY MULLION CUP LENGTHS MUST BE OUT To Frr sNuc 6063-T6 6063--T6 6063-TB 6063-T6 INTO 20Y TUBE MUUUON& NOTCH m Nil OPTIONAL • • •• • • • • • a— • •• • • • • •.• • 1 a • • • • • • • • • I ,125 0 2.000 �f ' Engr. JAVDAHMAD PRODUCTRf3V1SED Q u a ., PE $ 7d6g2 Auildl0yins whh Uro Fbft FIAo z4 • 0:9 • • • • • �_--.— CAN. 3538 - RcCept°smw,7 YYY Expjretim' I)ets ••• • • • • • • 1 Ay • • • • :00 • • • ••0.0 • • bbb---2.000--��••II �i S�fimni ade ProduM t droving no. ANGLE CLIP 8063-T6 (sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � D V $ .4-1 cit nSS gc 'JIM �m its Z V V m ( a iaatm to -0t -o7 revisions: s � c no oe C� E 1 eoaim 1/2' i' I A 0&17.09 u v =• W j dr, b�". 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(s61) 274-9392 FAX. (881) 274-9262 I MuiLIhN\Mn7 Ig b w b m 1 4 m m i0 -nbaw G �x-.•. A b o1 i u io {wA m w A y w'I. m b b b +t 3A b+ 'm bl V g b m O b I. + tP + b O O m EE }mn p IO yp e% O 70 N in Ip. p b A in ti H Yi V m b e C+ �` m J O G D O ZZ 'S m ALUMINUM TUBE MULLIONS n AL-FAROOQ CORPORATION ti 8Cr1 IOfl 1 � ENGINEERS $PRODUCT DEVELOPMENT X= FOR 1007 i8C [DELRAY� IW IMPACT WINDOWS, LLC. eiPNtiE .� SHEET 1238 S.W. 87 AVE f f 75 SCONGRESS AVE. 102 � MIAMC FLORIDA 33174 �w `�� tx� sHEEc ..._ BEACH, FL. 33445TeL(soslaea•siooRwctaostzsa�e7strEL. (s61) 274-9392 FAX. (881) 274-9262 I MuiLIhN\Mn7 -nbaw ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• NOTE: • • • • • • • • • ANY ANCHOR CONDITION SI14WN *HrRQN,*MAS' COV: •• LOCATIONS AT HEAD, SILL• IRR JAMB ENC6. • • • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ••• •• • • ••• • •• • • • • • 0 0 i i• ••• e•• ••i •ANCHI ••• DESIGN LOAD CAPACITY - PSF • WINDOW DIMS. ••• ANCHORS TYPE • WIDTH (110 MULL SPAN A B C D 19-1/8' 26-1/2" 30' 37' 42" 48' 54' 60" 66' 72° 38-3/8 130.0 730.0 130.0 130.0 ..130.0 130.0 130.0 _130.0_ 130.0 130.0 130.0 _130.0_. 130.0 120.5 130.0 130.0 130.0 108.1 _ -_130.0 128.7 130.0 92.9 -_130.0 112.6 130.0 82.6 130.0 100.1 130.0 74.3 120.1 90.1 130.0 67.5 1092 81.9 130.0 61.9 100.1 759 130.0 19-1/8" 26-1/2° 30" 37' 42 48" 54' 60' 66"51.2 72" 50-5/8" 130.0_ 130.0 130.0 130.0 127.5 130.0 130.0 130.0 112.6 130.0 130.0 130.0 91.3 130.0 110.7 130.0 80'5 130.0 97.5 130.0 70.4 113.8 85Z 130.0 _ 82.6 101.1 75.9 130.0 58.3 81.0_ 66.3 130.0 _ _ 82.7 62.1 124.1 46.9 75.9 56.9 _ 113.8 19-1/e" 26-1/2 30° 37' 42"64.7 48' �. 130.0 130.0 130.0 13110 102.5 130.0 1242 130.0 90.5 130.0 109.7 130.0 73.4 118.6 69.0 130.0 �+ 104.5 78.4 130.0 56.6 91.4 6" 130.0 54' ' 74-1/4' 50.3 81.3 61.0 121.9 45.3 73.1 54.9 109.7 _ 41.1 66.5 49.9 99.7 72' 37.7 61.0 4&7 120.5 130.0 130.0 91.4 130.0 1 1 26-1/2" W. 37" 42" 48' 54' 60" 66' 72" 86.9 130.0 105.4 130.0 76.8 _ 124.1 93.1 130.0 62.3 100.6 75.5 130.0 54.9 88.7 66.5 130.0 48.0 77.6 582 116.4 _ 42.7 6_9.0 51.7 103.4 38.4 62.1 46.5 93.1 34.9 56.4 42.3 84.6 32.0 51.7 389 77.6 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• NOTE: • • • • • • • • • ANY ANCHOR CONDITION SI14WN *HrRQN,*MAS' COV: •• LOCATIONS AT HEAD, SILL• IRR JAMB ENC6. • • • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ••• •• • • ••• • •• • • • • • 0 0 i i• ••• e•• ••i •ANCHI ••• DESIGN LOAD CAPACITY - PSF • WINDOW DIMS. ••• ANCHORS TYPE • WIOM (W) MULL SPAN A B C D 19-1/8" 26-1/2' 39' 37" 42' 48' 54" 60" 68' 72' 1 78" 114.7 130.0 130.0 53.8 65.2 _ _130.0 _ 82.8^ 130.0 100.3 _130.0_ 73.1 118.2 88.6 _130.0 130.0 59.3 95.8 71.9 130.0 52.2 84.4 63.3 126.6 45.7 73.8 55.4 110.8 40.6 1 65.6 49._ 98.8 30.6 59.1 4_.._.... 4.3 68.2 8 33.2_ 83.7 40.3 80.6 30.5 1 49.2 36.9 73.8 19-1/8" 25-1/2' 30" 37' 42'84° 48' 54' 60" 86' 72' • 106.5 130.0 129.1 130.0 76.9 124.2 93.2 130.0 _ 67.9 109.7 82.3 130.0 ........... 85.0 89.0 66.7 130.0 48.5 78.4 _ 58.8_ 117.6 42.4 68.6 51.4 102.9 37.7 61.0 45.7 91.4 33.9 1 54.9 41.1 82.3 30.9 49.9 37.4 749 26.3 45.7 34.3 66.6 19-1/8" 26-1/2" 30' S7• 42' 48" 54' 60' 66' 72' �. 93.2 130.0 1 112.9 130.0 872 108.7 81.5 130.0 59.4 96.0 720 130.0 48.2 77.8 56.4 i16.6 42.4 68.8 - 81.4 102.9 37.1 80.0 45.0 90.0 33.0 53.3 40.0 80.0 29.7 48.0 38.0 72.0 27.0 43.6 32.7 658 249 40.0 30.0 60.0 19-1/8' 28-1/2' 30' 37' 42' 48' 54' 60" BB' 72' low 1 EMS 133.9 100.4 130.0 599 96.6 ` 72.5 130D 52.8 85.3 1 64.0_ 128.0 428 88.2 51.9 1039 _ 37.7 81.0 45.7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.6_ 71.1 26.4 42.7 32.0 64.0 24.0 38.8 29.1 582 1 22.0 35.6 26.7 53.3 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• NOTE: • • • • • • • • • ANY ANCHOR CONDITION SI14WN *HrRQN,*MAS' COV: •• LOCATIONS AT HEAD, SILL• IRR JAMB ENC6. • • • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ••• •• • • ••• • •• • • • • • 0 0 i i• ••• e•• ••i •ANCHI ••• • • • • ••• • • MULL SPAN A B C D 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 80" 66" 72' 120' 74.5 120.5 90.4 130.0 53.8 65.2 130.0 __86.9 478 76.6 57.6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY WINDOW DIMS. _-_PSF ANCHORS TYPE Lm' WIDTH (W) MULL SPAN A B C D 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 80" 66" 72' 120' 74.5 120.5 90.4 130.0 53.8 65.2 130.0 __86.9 478 76.6 57.6 115.2 38.562.3 46.7 93.4 - 33.9 64.9 41.1 82.3 29.7 _ 48.0 36.0 72.0 _ 26.4 1 42.7 32.0 64.0 23.8 36.4 2&8 57.6 21.6 34.9 25.2 52.4 - 32.0 24.0 48.0 19-1/8' 26-1/2" 30' 37' 1. 48" 54' 90" 68'- 72" 132" 67.6 109.5 621 130.0_ 48.9 79.0 59.3 118.8 4_3.2 69.8 52.4 104.7 35.0 56_.6 42.5 84.9 _ 30.9 49.9 37.4 74.8 27.0 43.6 32.7 24.0 38.8 29.1 _65.5_ 58.2 21.8 34.9 26.2 52.4 31.7 23.8 47.8 .......... _........ - 29.1 21.8 43.6 19-1/8" 26-1/2' 30" 3T 42' 48" 54" 144' 62.1 100.4 75.3 130.0 449 72.5 54.3 108.7 39.8 64.0 48.0 96.0 32.1 51.9 38.9 77.8 ^ 28.3 45.7 34.3 68.6 24.8 40.0 30.0 1 60.0 22.0 35.6 26.7 1 53.3 ANC TYPE RBOHR o .._� �00 Lvi-..D] HORIZONTAL. MULLION ARCHES TO BE INS(798E0 IN561E RECTANGULAR SHAPE ^! GLAZING i�� PRODUCT ANCHOR VERTICAL MULLION Lm' GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT .._� �00 Lvi-..D] HORIZONTAL. MULLION ARCHES TO BE INS(798E0 IN561E RECTANGULAR SHAPE ^! GLAZING i�� PRODUCT ANCHOR L 01 Lm' GLAZING PRODUCT MMULMNSAAN J TYPICAL MULLION ARRANGEMENTS EWIDTH (W) _ Wt + W2 ..._ ....... ...------ 2 3 ANCHORS A.S.0 OR D PROM=RBYISBD asiroOD wl8l ftceFlOrEBa B9itdiin sg CoA4 BA ice . 2.09 7 Dp P.i ami o Pra" z ^ti a 00 L m a� 0 ucy "t O e1 O 0E� a�NO n to 0 cv w O W -w- o M LL m 3�= t Z aUpp a to S 1 n 13 b � drowing�no. M07-04 I 1/4' 681 ULTRACONS pp Ed. 2 PER CUA (i ON EACH WI` I �� Iqy, 1 BY l jt A j N 1.._-------- I WOOD BUCK j�V� [FLOATING CUP 1P- ---------- -� r 1 I I I I e 1 1/4' DIA. ULTR 2 PER CUP (1 ON EACH CLIP 1.0 • • • • a • • • :4MCHORSOnE ALTERNATE ANCHOR LOCATION . . . . . . . . . . . .. .. . . . .. .. WOOD WOOD SIRUC 1/4' DIA 1 #14 SMS 1-3/8' C.C. MIN. 2 PER ANGLE 2 X 2 X I/8' ALUM ANGLE x 1/8 - ANGLE N. 1/4- DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WO00 ..__....._._.....__.__-.._...._� BLOCK 1- .......... 2-1/2' 1-3/8' ...__.._.�__......_... 1-1/4' CONCRETE_ 2-1/2' 1-1/2" . ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. y IIr CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED > LWITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR o a m u WATER -WHITE METHACRYLATE LACQUER. ...._ Engr. JAVAD AHMAD PRODUCT REVISED CIVIL M complying %vuh Me Flaft b FLA. PE,g 70592 Building Code n CAN. 3838 . Acceplmnoc No I2 -ml 09 OA- ' iretton UMC � g By di Miaai P M Browing no. MO7-04 -0..t [-Leet s of 7 i 1/4' DLA ULTRACONS 4 PER CUP (1 ON EACH WINO) DN. 16Y WOOD SUCK 1/4" DIA ULTR '-i CLIP (1 ON EACH 1/4" OLA. ULTRACONS "ANGIE TWO CLIP 814 SMS MIN. 2 PER ANGLE 1/4° DIA. 2 2 x 2 x 1/6' ALUM ANGLE 1/4" DIA ULTRACONS 1/4" DIA. ULTRACONS I PER AN �U M Z • • • N 0• • 2 0:o� J • i II ar ap f 't VO t n • X 2 X ta"I ALUM ANGLE U U p o 1 Q • • #14 SMS 22PEORANGGILE � ( a O co 0 • 00: I t d rA 1 ? g Y 5LJ • • • • ! • • • • f •• •• • • z m •• O �o J lil QaM LL 3•WG! � �5T nom N OR, ll Jj L % i 1 1I L2 X 2 x 1/a° °. . I -� - • a 3 WOOD 1 �/ I FLOATING «,P 1 11 I r ALUM ANOLE ' I ', .. 11 srnucrur i i 914 sn IU U " d 8. °•: d ' r MIN. V1 cn 0 t 1 2" O.C. MIN. I I 2 PER ANGLE i 1 Ed. 1 /4" DIA ULTRACONS 2 PER CUP (i ON EACH WING) ` o v. V m •• ••• • • • • • • • • • i • • f • • •• • • • • ••• • RNATE • iOR LOCATIMS • 00: • • • • • • • • • • • ! 1/4" DIA ULTRACONS BY `ELCO• ULTRACONS MAY BE HEX OR FLAT HEAD m op o o ` 9 SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT rn l as 8 YA10D 1" 8........ ...... ALTERNATE g a m u _._Bt00K 2-1/2" 4 ._._......-1/' ANCHOR LOCATION CONCRETE 2-1/2- 1-1 2" • I'.rgr. JAVAD� PRODUCTRBVISW e g ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS j i - CML wwmLdy[ngwith" FLorhb 4 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 f %� 70592 "WIdfug Cade n CAR 539 A= tato/ 2L04 fi • • • • • • • RE9STAM �� SUCH � BITUMINOUS PNM OR 1 1 PI�eO g 5 • • • • • •'-i"� METHACRYLATE IACOUER. _ _ U�pi[etion Deie /7 a ••• . •• • • • .. . . -- 14 ay • • • • • • • • • • • • • • �- �1Q1° �e F[aduct drawing no. o P B.. ... ANCHORS TYPE 'C' M07-04 anent s of 7A • • • i • • f • • • • • • • • • • • f •• •• • • • •• •• 114 S 3PER 1/4' DIA. ULTRACONS 1/4' DIAL ULTRACONS,_ 2 PER ANGLE T 1 ILi 2X2X J/ 11 11 ALUM ANGLE #14 SMS t 1-1/2' O.C. MIN. I I 3 PER ANGLE I 1 LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'D' $14 F.H. 1 2/ 1/8' THICK ALUM t LENGTH TO F INTO TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 1/4' DIA ULTRACONS BY 'ACO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MN. EDGE DIST, MIN. EMBEDMENT W000 1' 1-3/8' BLOCK 2-1/2' 1-1/4' ....CONCRETE 2-1/2" •• ••• • • • • • • • •• • • • • ••• • • • • • • • • • • • ALL• IPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BIIUMINOUS PAINT DR WATER -WHITE METHACRYLATE LACQUER. • • • • • • • __.._....._._.__.. _...... ••• • •• • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ACCESS HOLE >i 14= 2/ CHANNEL - -TUBE MULLION MULLION 14 FH SMS PER CLIP FOR CHARTS A B OR C 3 PER CLIP FOR CHART D 1-1/2' O.C. MIN. THIS SCREW CAN BE ' j \ 14 FH SMSDIREEC ION N h 1 1 L2 PER CUP r I I" O.C. MIN. 1 1 1 1 ^ t-3/4' X 2' X 1/8" (FOR 2BY TUB 3/4' X 2' X 1/8' FOR (Illy TUB'S, ALUM ANC CUT TO FR SNUG INSIDE TUf ANCHORS DETAIL #1 METAL TO METAL CONNECTION L s 0 i g 4 3 � O a1 LL a 00 V) 0 JN N 3 JG W QaIn g C1 M 4 m ZV1� �Z� a y aom a rn0) �+ Imo; 4 H; I .,A PROOUCTREVISHID i as compi*g � the plodds c FLA. $'76592, AmplanCode ol ND �2�0q t33.aa. Expiration Tato p11 DY .......................... .... yin Miami Produd drawing m D ... M07-04 Caneet 7—R 7"J