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WS-14-2793Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227024 Permit Number:. WS -1 2-14-2793 Scheduled Inspection Date: February 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SCHWARTE, JENS Work Classification: Window/Door Replacement Job Address: 9880 NE 9 Avenue Miami Shores, FL Phone Number (305)987-3741 Parcel Number 1132060142400 Project: <NONE> Contractor: MEADORS CONSTRUCTION GROUP INC Phone: (954)922-0606 1:3unm comments REPLACEMENT WITH IMPACT PRODUCT 13 WINDOWS AND 4 DOORS RETRO FIT. INSPECTOR COMMENTS False February 12, 2015 For Inspections please call: (305)762-4949 Page 11 of 29 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225711. Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 12, 2015 For Inspections please call: (305)762-4949 Page 11 of 29 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 DEC g214 j FBC 20(-0 BU DING Master Permit No. �� z, P MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: 11960 Ag. qfA Ave,. DRAWINGS City: Miami Shores County Miami Dade zip: 931138 �c Folio/Parcel#:I l — 3206"6114 " tr 2- 1/00 Is the Building Historically Designated: Yes NO Occupancy Type: _ SF Load: I Construction Type: S1c Tw c.'wpok Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �p.MjP 5G k w `t rte, Phone#: 3CS- 9$%" 3131/ Address: Tam /Ye . FA- 04je Type of Work: ❑ Addition Alteration ❑ New ❑Demolition //�� y City: !!1�.q,�h i' Sitip/f�%' State: lm r I'd 4. Zip: 33/.3,P Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 11579 _Q Phone#: M ,j /I �eq&ts �D +f &M& -P Phone#: 14d A90—Nd W fj r1-0 ��'� Zip: �/ City: �Qi�� i &0 �0 Qualifier Name:y j /State: 4 AG4thr4s Phone#: Iff- 922.- 06 06 o' State Certification or Registration #: Csc l ril% 1 (2 D Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ City: State: Zip: Square/Linear tage of Work: 192 Z- C 2,Y0WIf 16 1/3 6 • �.' Square/LineWRepair/Replace r - Type of Work: ❑ Addition Alteration ❑ New ❑Demolition Description of Work: Rw) Qg c4As4 f- owl i►rr u* eredu - 3 L,, 4,&L"'t s 4 db0cs Specify colors of color thru tile: Submittal Fee $� � v ° Permit Fee $ _ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ _ TOTAL FEE NOW DUE (Revised02/24/2014) r I , Bonding Company's Name (if applicable) Bonding Company's Address F9k-` City State Zip Mortgage Lender's Name (if applicable) I" Mortgage Lender's Address City State 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Ps day of ncJpvmnlzdr 20 114' by ,30A S Se-kwo ff who is personally known to me or who has produced "-p 4— as Signature CONTRACTOR The foregoing instrument was acknowledged before me this A day of Uy Q mb cr 20 T by i)AV%Tns 6&"E3 who is personally known to me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Structural Review Clerk (Revised02/24/2014) Sign: f' • Sign: ' Print: 1;, lrrS+iAq R'A Print: [ ' _ L! i S`f int �7h Seal: P o CHRISTINEROTH Seal: r v� CHR RDTH autos+; * * MY COMMISSION # EE 198133 EXPIRES: dnn®16, 2016 * * MY COMMISSION # EE 198133 EXPIRES: June 16, 2016 �r-i�66cc Q '�'�� BondedThru NotarySemces #" BondedThmbudgetNotaryWe" pP�P APPROVED BY 3 �� plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. V COPY OF QUALIFIER'S STATE LICENCES B. V COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE' D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. ICOPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Me l-- do rT- Cb ASf Uy,-k%� BUSINESS ADDRESS: /`�1S�r 'r�_gyt�'r�; .� �wc�• CITY Dw-�e gew-L STATE fG ZIP BUSINESS PHONE:moi( S4 ) 9,:;z9 -p664C' FAX NUMBER (`:ZA 92 333 CELL PHONE (ctS) Ea4?'37g9QUALIFIER'S NAME: -tl�d M¢[.c� rS QUALIFIER'S LIC NUMBER: GCs G IS i *9d Y" RICK SCOTT, GOVERNOR LICENSE NUMBER KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD t ne UtNtKAL L;UN I KAL; I UK Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 MEADORS,, DAVID DEAN MEADORS CONSTRUCTION GROUP INC 1954 TIGERTAIL BLVD DAN.IA BEACH FL 33004 ISSUED: 07/20/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1407200001794 . T• BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Receipt #: 180-9031 CONTRACTOR (GENERAL Business Name: MEADORS CONSTRUCTION GROUP INC Business Type: CONTRACTOR) Owner Name: DAVID DEAN MEADORS Business Opened:07/10/2008 Business Location: 1954 TIGERTAIL BLVD State/County/Cert/Reg:CGC1514968 DANIA BEACH Exemption Code: Business Phone: 954-234-9020 Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vandina Tvne: Tax Amount Transfer FeeNSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 1 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: MEADORS CONSTRUCTION GROUP INC 1954 TIGERTAIL BLVD DANIA BEACH, FL 33004 2014 .2015 Receipt #ICP -13-00020567 Paid 09/22/2014 27.00 r , n � nnii gill�iMn noitgw::... ,; : Ow CERTIFICATE OF LIABILITY INSURANCE 4 t r a• JAN 141211#1.1 ". i i •z: 1-1114 M. I V-10, w; rr;,„ y' . _ IRMO- 44 t -.N t' i' PRODUCER Bradley & Parker of hot, i tt=2 14201 W Sunrise Blvd Suite -Ca.xa aha-. n•` Sunrise FL 33323- INUIR A, SCOTTS�DALE INS COMPANY _..._.....o ..._....41297 .. ....._......_ _., ......� INSURED INSURER 8: FWCJUA .............._ _a. _. _ __ ......- Window & Door, Inc & c ; Meadors Construction Group, Irm INSURER 0- 1958 TWftl Blvd. BW917 �_ __. a _ ._._ Dania FL 33004-2139 F CnVFRAr.FR CFRT":lrATF MIlMRFR• RgMION NUtAI3 THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOLgREMENT. 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. ___-- ___.... LTO TYPE OF INSURANCE POLICYNUMM �o�vEPP ""aatldY LIMITS COIAMERCIAL FERAL LIABILITY EACH OCCURRENCE s 1.000.000 CLAS E OCCUR .. .......... _..............__..__. �eeDExP ori..W. 5000 A CPS19SM3 j 0512912014 0512%2015 ; pCRs g Aov muRY s 1,000 000 OEN1 AGGREGATE UWT APPLIES PER- GENERALAGGREGATE $ 2.000.000 _ _ _ 1 _ i< POLICY. LOC _ . _ _.._ _..................... ..................:... PROOtaCTs • ._. s 2,000,000 OTHER: AUTOMOBILE LIABRM COMBINED SWOLE LUT $ ... ANY AUTO i I BOSSILY INJURY (Por 0wSwQ: $ ALL OWNED SCHEDULED AUTOS AUTOS } BODILY INJURY IP69$ .. -_.... -i NOtaOWNED HIRED AUTOS AUTOS �_....._ Pte- I i.r ,. , m _........... ............ i I � UMBRELLA UAB jH EACHOCCUlItRENCEOCCUR uAg r€r gexcess . ............... ED RETENTION WONMRS COMPENSATION i Cqy 4.a.Tr.?3 .AND ERS' # - YIN e M ....... ANY PROPME ERMXECiJT4YE + Or FIC Bera EXCLUDED? MIA:: ; 7[17557245-14 E.E. EACH ACCIDENT ACCIDENT 7114 i =07115 1 I E.L. DISEASE • EA YEE1 s 1000 000 y OESCRIP r.Or OPERATIONS below i E.L. DISEASE • POLICY LST S 1.000,000 f i OF OPERATIONS d LOCA d VEHICLES YWOM tit. AddwAwA ReamIm SowduW. toy be agzcftd N LicenseGC 1514966 10050 N.E. 2nd Avenue Mlarnl Shore, FI 3$138-4000 0 • � c �, w �,�.� fie ��,� d �� . e'O Ne, 771• o � ��11j ► a ��' �10�'�5� �,C:, 33/3f Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT; o COMPLIANCE WTTH ALL FEDERAL STATE AND COUNTY RULES AND REGULAnONS Fro m -t-- A Re Edit Vmw F-aceanb* Tools Help '. Se�rc6i - Share j @vi•ae» robett haft ' Bill To Jens Schwarte 9880 NE 9th Ave Miami Shores 33138 305-987-3741 Meadors Construction Group Inc 195411gertail Blvd Dania Beach, FL 33004 Phone 954-922-3348 Fax 954-922-3336 www.meadorsconstgroup.com CONTRACT Date Contract # 11/15/2014 9589 not installed within 30 days of receipt of product by MCG will be s-.:bject to a $15 per day bol ar Owner /tom Contractor i•••i• $2,13t1.60� • • • • • 00 0 Date • ! ✓ Est Delivery Project/Job Terms Sales Rep Frame/Glass 12/31/2014 Schwarte 50%Dep/bal COD DS White/Grey Qty Description Cost Total All materials supplied will conform to ,urrent Mia/Dade NOA code for Impact resistance, wind load, and pressure, and be installed to ,neat current code requirements. Price includes: Custom measurement of opening, removal of existing product, replacement using Impact product to meet current code requirements for pressure & strength. Framo color of white, glass color of grey. Stainless Steel package and Heat Strengthened glass included. Disposal of old material, caulk and seal inside and out. 1/4" thick, by 2 3/4" or 4" Tapeons as required. Full view glass without Muntins. - Price subject to field inspection. Subject to Federally required EPA testing for lead based paint on pre 1978 construction. If alarm hookt,p is required, by others. Not responsible for final glass cleaning, Not responsible for cracked -:1r damaged tile, marble, window sills, or any decorative surface applied decor. If screens are not installed, customer responsible for final fit. Locksets not included on French Doors unless stated. Installation of Locksets or, French Doors by others unless provide by us. All though all due care will be taken, not responsible for damages to any type of window treatment or custom wall finish (wallpaper, faux finish, etc). All non -alum fiberglass or composite products (doors) will have to be finished by others unless stated otherwise. No paint included, Stucco included if required. Not responsible for substrate reconstruction. Shutter removal not included upless noted. Not responsible for window A/C R&R. HOA is customer responsibility. Price excludes engineering & permit cost (by others unless noted) Total inclusive of all materials, labor and any applicable taxes. This quote is based on a complete order. Pricing could change with the deletion of item or items. Plans. Permits & Engineering - Billed at costs plus $350 (not included in total) Initial • • Fee — • • 35:.00 33l%ad: Permit • ' 1,12:.: ' • 1,123.06 • NOC Notice of Commencement NON:" 13.50 ' t3 sd 0 Engineering 000000 170.00 12400 • Runner • • 100..% ' • 160.00 Financing by ViewTech Financial Seritices • • • •;-16,43§A3 ; -! 6,4.VA? * 00 Terms & Conditions: This estimate ds in effect for 30 days and car be withdrawn at anytime. Interest will be charged at th, rate rf • • 000 • • 1 1/2% per month, plus legal fees and expenses on all past due accounts. Damage or shortage claims must be reported within 24 Tbla t • hours to Meadors Const Group in writing. If contract termitu;tiatt is agreed by Meadors Construction Group, a minimum 20% ...,....-ii.,,..,... f -1. .-.,e,o �,,..1:x All rvlrl �..,�ce..,:.,..c �.. ..,.e ... ,:,.,e ,.o,.,,.....ter:..� ..,�..itma..,F..n��lr �rofi.� en ar t.._ thn� em not installed within 30 days of receipt of product by MCG will be s-.:bject to a $15 per day bol ar Owner /tom Contractor i•••i• $2,13t1.60� • • • • • 00 0 Date • ! ✓ -0 �chwarte Residence Door and window replacement Worst case engineering Door/Window # Type Size Square Ft Design Pressure Required Design Pressure provide by NOA NOA Tapcons Frame Hole locations 1 Therma-Tru Door 36x80 20 46.4/-60.7 80/-80 FL -14986.2 1/4" Pre Drilled by MFG per NOA 2 Horizontal Sliding 7 X62 30 45.1/-58.1 80/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 3 Horizontal Sliding 36X25 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 4 Horizontal Sliding 73X38 20 46.4/-60.7 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 5 Horizontal Sliding 52X38 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 6 Horizontal Sliding 52X38 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 7 Horizontal Sliding 52X38 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 8 Horizontal Sliding 36X25 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 9 Horizontal Sliding 52X38 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 1i Fr Pr+ch Door French Door 35XE1 35X80 20 20 _ - 46.4/-60.7_ _ 46.4/-60.7 _701-80 70/-80 14-0722.13 14-0722.13 1/4" 1/4" Pre Drilled by MFG per NOA , Pre Drilled by MFG per NOA ry 12 Horizontal Sliding 36X38 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 13 Horizontal Sliding 36X38 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 14 French Door 35X82 20 46.4/-60.7 70/-80 14-0722.13 1/4" Pre Drilled by MFG per NOA 15 Horizontal Sliding 36X50 10 48.6/-65.1 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 16 Horizontal Sliding 73X38 20 46.4/-60.7 70/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA 17 Horizontal Sliding 73X62 30 45.1/-58.1 80/-90 13-0617.28 1/4" Pre Drilled by MFG per NOA ••• • • • • ••• • • • • • • • • • • • • • •• ••• • • • •• •• ••• • • • ••• • • 2010 FLORIDA BUILDING CODE/ASCE 7-10 ) V o/ `i WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING %4-.11; For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 41 Mean Roof Tributary Area (sq. it) Height (it) 10 15 20 25 30 35 40 45 50 47.3 46.4 45.7 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 15 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 48.0 -47.6 44.0 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 16 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -59.4 -58.4 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 17 53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 19 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 18 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 46.5 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 19 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -69.6 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 20 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -60.3 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 22 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 52.8 51.7 51.0 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 24 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 SI.7 49.1 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 26 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52.4 -66.3 -65.2 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 28 -58.8 -57.3 -56.3 -55.5 -54.9 -54.4 -53.9 -53.5 -53.1 36 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 30 -59.5 -58.0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 52.0 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 32 -60.2 -58.7 -57.7 -56.9 -56.2 -55.6 -55.2 -54.7 -54.4 -77.2 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 34 60.8 -59.3 -58.3 -57.5 -56.8 -56.2 -55.7 -55.3 -54.9 -67.0 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 36 -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 58.7 57.6 56.7 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 38 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 54.7 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 40 -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -74.0 -72.8 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 44 -63.6 -62.0 -60.9 -60.1 -59.4 -58.8 -58.3 -57.8 -57.4 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 48 -64.5 -63.0 -61.9 -61.0 -60.3 -59.7 -59.2 -58.7 -58.3 •• • e2 60.3 5807 47. 50. 56.0 55.4 54.9 54.4 54.0 • -a5 -Z3.91 -Z2.1 • 1.9 -61.1 -60.5 -60.0 -59.6 -59.1 • • 01.l 09. gat 5H.5 56.8 56.1 55.6 55.1 54.7 J6 7 3. -61.9 -61.3 -60.8 -60.3 -59.9 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 60 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 13, SS DE GN PRES URS EQR EXTERIOIZONES f7one 5" Mean Roof Tributary AA. (sq. it) Hel ht (it) 10 13 20 25 30 35 40 45 50 15 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 65.1 62.5 -60.759. 58.1 57.2 -56.3 -55.6 -54.9 16 %49.147.9 .9 46.2 45.2 44.7 44.4 44.0 -65.8 -63.2 -61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 -66.5 -63.9 -62.0 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 -67.2 -64.5 -62.7 -61.2 -60.0 -59.0 -58.1 -57.4 -56.7 19 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 -67.8 -65.1 -63.3 -61.8 -60.6 -59.6 -58.7 -57.9 -57.2 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 22 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 26 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 -71.6 -68.8 66.8 65.2 -64.0 -62.9 -62.0 -61.2 -60.4 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 72.5 b9.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 -74.3 -71.3 -69.3 -67.6 -66.3 -65.2 -64.3 -63.4 -62.6 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 -75.0 -72.1 -70.0 -68.4 -67.0 -65.9 -64.9 -64.1 -63.3 36 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 38 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 -76.5 -73.5 -71.4 -69.7 -68.3 -67.2 -66.2 -65.3 -64.6 40 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 44 58.6 57.1 56.0 55.11 54.41 53.8 53.3 52.9 52.5 -78.5 -75.4 -73.2 -71.5 -70.1 -68.9 -67.9 -67.0 -66.2 48 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 -79.7 -76.5 -74.3 -72.6 -71.2 -70.0 -69.0 -68.0 -67.2 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 -81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 -69.9 -69.1 60 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 Genal Notes • 000 • • • • • • • L 1$ese table list allowgde pressur.V Nolven as 0.6-W u , where W a is the wind pressure calculated in accordance with Chapters 26 and 30 • WASOE 7-1 • usin$the ultilhat0design wAd speed (Vult) and the variables given herein. 1jese tabletgje pot vglie as a site-ypecific;swing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 •These tables ares lTile$s8lgly t$ illuw%e design wind pressures as listed No other warranty or certification is intended or applicable. g • Tbi• datum m a thework• nd property 4 Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent 000 • • 0 ••• 0 ULTIMATE WIND SPEED Imohl = 175 EXPOSURE CATEGORY = D Tables are valid for the followina condtilons only I Wind Speed, (V", 3 -second gust) = 175 mph 2 Risk Category: 11 (General Residential and Commercial Construction). 3 Exposure Category D 4 Topographic Factor (Ku): 1.0 (Flat Terrain) 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 Enaineer for any other conditions instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less then 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Dahmnine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance"a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 400/6 of the height, but not less than 3 feet. 8 Read the worst arse positive and negative design pressures for use as required by governing building department. E Digitally signed by T. Mellinger, P.E. FL Date: 2013.05.21 1! -04'00' Date: May 21, 2013 Not Valid without Signature and Raised Embossed Seal "{In BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats,& Facts 'Publications FBC Staff BCIS Site Map Unks Search Busines� *USER: Product Approval Profess Public User Regulation Product Approval Menu > Product or Agol, n > Application FL FL14986 Application Type New Code Version 2010 Application Status Approved Compliance Method *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Archived Product Manufacturer Therma-Tru Corporation_`' Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 �kw pnrwhlrinrnnsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors — Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. 1 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 ��• ASTM D635 : • • • • 2003 0000•• • - ASTM D638 • • • 1996• • • 0000•• i •• 0000•• ASTM E1300 • 20V4 0000•• ASTM E1886 W00a •0000• • • • • • ASTM E1996 •0000• • i 2bgj* 0000• ASTM E330 000000 .W.0020 00000• ASTM E84 00.00• •R250: 0Y0000 ASTM G26 ••••0• 1995 • • • TAS 201, 202, 203 • 0 • :;:i1•X0.00• • 0 • • • • • 0 ••000• 0 *000 Equivalence of Product Standards 00:0 Certified By Florida Licensed Professional Engineer or Architect 11 FL14986 RO Equiv of 5tandards.adf Product Approval Method Method 1 Option A Date Submitted 11/14/2011 Date Validated 05/30/2012 Date Pending FBC Approval Date Approved 06/19/2012 r _..._.......... ...... ____.. _._.�._.. __._...__.__......._.._....___............... su_m_.mary of Products _ FL # Model, Number or Name Description I 14986.1 sicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14986 RG C CAC 14986.1 NAMI Cert.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 j Design Pressure: N/A Installation Instructions Other: See INST 14986.1 for Design Pressure Ratings, FL14986 RO II Inst 14986.1.Ddf any additional use limitations, installation instructions Verified By: Lyndon F. Schmidt, P.E. 43409 and product particulars. en rd Party: Yes ted by IndeF Evalu on Re o FL1498 RO E L 14986.1 df FL14986 AE Plastics.1 treated by Independent Third Pa Yes 14986.2 _ b. "FiberClassic", "SmoothStar", 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door (X) - "ClassicCraft" or "CiassicCraft Inswing or Outswing Rustic'' Series Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes FL14986 RO C CAC 14986.2 NAMI Cert.pdf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 ' Design Pressure: N/AInstallation Instructions Other: See INST 14986.2 for Design Pressure Ratings, FL149 8 6 Q( II INST 14986.2.pdf any additional use limitations, installation instructions Verified By, `-yndon F. Schmidt, P.E. 43409 i and product particulars. Created by Independent Third Party: Yes Evaluation Reports FL14986 RO AE' EVAL 14986.2.rdf FL1498 5 RC AE TT-Plastics.l.Ddf Created by Independent Third Party: Yes 14986.3 C. "FiberClassic", "SmoothStar", 3'0 x 6% "Impact" Opaque Fiberglass Single D r wIkJ I�Rustic" "ClassicCraft" or "ClassicCraft Sidelite ;OX or XO) - Inswing or Outswing Series 11 L its of Use _ Certificatio Agency rtificate I A roved fo use in VHZ: Yes FL1498; 149 .. NAMI r .lxif Appr or use outs a I_IVHZ: Yes Quali Ass�.rance Contrac ration Date Impact Resistant: Yes 1/2016 Design Pressure: N/A Installation Instructions Other: See INST 14986.3 for Design Pressure Ratings, FL14986 as -illST 14986.3.Ddf any additional use limitations, installation instructions Verified By: '_yndon F. Schmidt, P.E. 43409 ( and product particulars. Created by I idependent Third Party: Yes, • Evaluation Reports • • • • • • • FL14986 RO AE EVAL 149&6.3.rsdt ` FL14986 RCS AE IT-Plastics.61!Ddf ;•� `• i Created by Independent ThtMeRewily: Yes• • • • ( 14986.4 d. "Pt,?rClassic", "SmoothStar", 3'0 x 6'8 "Impact" Opaque F1 r$la s Single Door with • • "ClassicCraft" or "ClassicCraft S!delites (OXO) - Inswing or,66ftjng Rustic" Series• `• • Limits of Use -s Certification Agency Certifies, t8; �• . ; ` Approved for use in HVHZ: Yes FL14986 RO C CAC 1498&4 NMI Cert.atlf •• • ' Approved for use outside HVHZ: Yes Quality Assuranpe ContractEupiration Date Impact• Resistant: Yes 03/31/2016 ; ` ; • • • + Design Pressure: N/A Other: See INST 14986.4 for Design Pressure Ratings, Installation Instructions • ;••"` FL14986 P� II INST 1_ 4_ 98:.�4r. sdf• ' any additional use limitations, installation instructions •••• Verified By: Lyndon F. Schmidf, P.E. 43409 • i and product particulars. Created by I idependent Third Party: Yes Evaluation Reports •• ••• • • • • •• • •• • • • ••• • • • • • • • • • •. • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1110 } r+s 1110 r+s 1110 47 41 EXTERIOR INTERIOR 1 HORIZ NTAL CRO . 2 TYP.4 CORNERS OF PANEL �—. DETAIL A -A J • Smooth�tor • • OQQ00000 • 0000000 00000coo U OOOUiuU 00000000 0000000 '--A ocooQ600 d • • • • 0000000, • O 0 •• ••• 00000000 • • • •• 0000000 00000000 0000000 00000000 0000000 28.86%OPEN o o o O o .. ... MAX. 00000AREA 0 .... 00000 0 0000000 00000000 ocoocoo 00000000 DETAIL A -A Panel reintorcement ••• • • • • ••• • • '--A • d • • • • • • • • • •• ••• • • • • • •• .. ... .. . .... • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• EXTERIOR INTERIOR r2"\ VERTICAL CROSS SECWH 2 Le N.T.S. 3 3 ,• BY: JK C. BY: LFS NM NO., FL -14986.2 c mr - orIQ I I TYP.4 CORNERS OF PANEL EXTERIOR INTERIOR L DETAIL A -A -J riA4'1 �B PANE! o Fcraff 00000000 0000000 ��000�00Q " 00000000 00000o0 O'UUu000 OOOC-00 O 00000000 0000000 00000000 0000000 0000000o 0000000 28.86% OPEN 0 0 0 0 0AREA MAX. 0 o0Q0o0o0 55 0 0 0000000 OOOGGOCO •• ••• UQODUUU • '00000000 •• DUAIL A -A Panel rebibrcenwd • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 VERUCAL CR�W SECRON x er: JK m c ett L ? •mom w.: FL -1498&.2 a xu 3 ar M riA4'1 'l •• S4 i ••i i i i•i 55 •• ••• •• • • • •• • •• • • • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 VERUCAL CR�W SECRON x er: JK m c ett L ? •mom w.: FL -1498&.2 a xu 3 ar M y a a L DETAIL A A N� 30 Ciasstc gait Rustic b 0 00 0 ON I 0000000 • • 000:00 • 0000900 000090 0000000 000000 0000000 OOOOco O 0000000 000000 _ 0000000 • • c00000 y�/q 0000000 • 000000 28.86% OPEN o o 0 o X. AREA MAK • •• 0000 000000 OOOOOOp DEiALLA-A Panel reinforcement a•' • :. .; v • ••• • ••• ••• ••• • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• EXTERIOR INTERIOR 2 YMCAL CROSS SECTION ISI LE: N. T.S. a BY.. JK L er: LFS Nvo rm.: FL -14986.2 IT -�L or 10 y y y 66 6T i EXTERIOR INTERIOR 1 HORIZONTAL CROSS SEMON 5 L DETAIL A A -J D 0 �� F'�Clautc �cOCGooOo 0000000 00000001) 0000UU0 00000000 0000000 00000000 0000000 00000000 0000000 GOOOOCOO 0000000 00000000 0000000 00000 0000 0 00000 0000000 00000000 0000000 00000000 WAIL A -A Pones reinforcement TYP.4 CORNERS �LLLLii! c OF PANEL t � P L � LOCK LE .11.1 ao 28.86% OPEN • • • • • • • • • AREA MAX. LB • • • • • • • • • •• • • • • • •• ••• • • . • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• EXTERIOR INTERIOR �2 VERTICAL CROSS SECTION 3 * my„•$ d - ��ogggERR � maSoio $ u: N.T.S. G er: JK C. BY.. LFS •OM Na: FL -14986.2 -Tr 5 of 10 Imo•) 1 HORIZONTAL CROSS SECTION 6 - e - "I" Jv a� INTERIOR EXTERIOR tocft 6 -fig d z w z � O � 0 2 2 U aa7¢ 3106112 °a MALE: N.T.S. D.G. sr: JK m' 1-1/4 MIN. as BY.. LFS 3 EMB. (TYP.I OPAW c NO.' FL -14986.2 N 0 s w 6 OF 10 • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Jv a� INTERIOR EXTERIOR tocft 6 -fig d z w z � O � 0 2 2 U aa7¢ 3106112 °a MALE: N.T.S. D.G. sr: JK m' 1-1/4 MIN. as BY.. LFS 3 EMB. (TYP.I OPAW c NO.' FL -14986.2 N 0 s w 6 OF 10 7 4 VERTICAL CROSS SECTION 7 Inswing configuration INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 7 Shown 111/1X sub -buck EXTERIOR INTERIOR ° n � D s ° � B O` • • • • • L E� • Dc - W C3Ozc • 10 �, �i c Lj •• • • • •• •• EXTERIOR INTERIOR • • 1-` VERTICAL CROSS SECTION ••• 68 7g ap�� - km Ing • t s• ° EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 Inswing configuration INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 7 Shown 111/1X sub -buck EXTERIOR INTERIOR • . 3 miggo 6 VERTICAL CROSS SECTION \,Zj Outwft configurafion LLE: N.T.S. L er, JK L Em LFS FL -14986.2 7 or 10 Q m K• N • • • • • • • • • •• •• • • • •• •• ••• • • ° ••• ••• 68 • • t s• ° S R ' CROS�ECifQd • • • • • • 7� cauraitan • • ••• • • • • • • •• • • • • • •• • . 3 miggo 6 VERTICAL CROSS SECTION \,Zj Outwft configurafion LLE: N.T.S. L er, JK L Em LFS FL -14986.2 7 or 10 Q m K• N • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • . 3 miggo 6 VERTICAL CROSS SECTION \,Zj Outwft configurafion LLE: N.T.S. L er, JK L Em LFS FL -14986.2 7 or 10 Q m K• N INTERIOR EXTERIOR 8 R m a 10 VERTICAL CROSS SECTION 7 Outswingconflguratlon 1�LEI ca, • . 3 miggo 6 VERTICAL CROSS SECTION \,Zj Outwft configurafion LLE: N.T.S. L er, JK L Em LFS FL -14986.2 7 or 10 Q MASONR OPENINC 2X BUCK BUCKAHCHORING BUCKANCHOOMCP ff"JAMB FRAME ANCHORING STRIKE JAMB DP <= 80 pst 80 <DP <= 100 PSI Masonry 2X buck construction CONCRETEANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have dWerent edge distance and center datance requirements. 2. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar Joints U concrete anchor tocations noted as MAX: ON CENTER" must be adjusted to maintoin the min. edge distance to mortar Joints, additional cont%t% agiNm • • • • • • • may be requtred to ensure the MAX. ON CENTER" dimensions are not exceeded. • • • • • • • • 3. Concrete anchor table: • • • • • • • • • ANCHOR 11 AS" MAX MIN. MIN. CLEARANCE TO MIN. CLEARANCE Ti TYPE 4 �{ ON CENTER MASONRYEDGE "� + 4" 114" 1-114" 2.1/r E + ELCO T7 - 1-114° 1" • • ••• • c; -- GO 000 0 0 P. TYP. HEAD & MASONRY OPENING � MASONRY OPENING JAMBS � � FRAME 2X BUCK O � o � X 2BUCK F4c BUCKAHCHORING BUCKANCHOOMCP ff"JAMB FRAME ANCHORING STRIKE JAMB DP <= 80 pst 80 <DP <= 100 PSI Masonry 2X buck construction CONCRETEANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have dWerent edge distance and center datance requirements. 2. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar Joints U concrete anchor tocations noted as MAX: ON CENTER" must be adjusted to maintoin the min. edge distance to mortar Joints, additional cont%t% agiNm • • • • • • • may be requtred to ensure the MAX. ON CENTER" dimensions are not exceeded. • • • • • • • • 3. Concrete anchor table: • • • • • • • • • ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE Ti TYPE SIZE EMBEDMENT MASONRYEDGE ADJAeONTAMOR• 17W 114" 1-114" 2.1/r 3" ELCO VIC 1-114° 1" • • ••• • HtNGi WAIL LATCHBDEA010TAM AE, N.T.S. i BY.. JK BY: VS No, FL -14986.2 WT 8 OF 10 E ••• • • • • ••• • • GO 000 0 0 MASONRY OPENING FRAM 1X BUC RIWII. JAA8 V AW ANCHORING Masonry t X buck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchorlocallons at the comers maybe adjusted to maintain the min. edge "once to mortar faints. H concrete anchor locaBons noted as MAR ON CFMjrlq n rpt a4Wed to maintain the train. edge distance to mortar joints, additional conch anchws i i • • • i i • • • may be required to ensure the 'MAX ON CENTER' dimensions are not exceedtect. • • • • • • • • 3. Concrete anchor table: • • • • • • • • • • • • • • • • • ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. C&RAft? TO • • • • • • E EMBEDMENT MA JACENTANCHOR nw 1/4' i•i/4' 2.1/2' • fr• • ••• ••• ••• ••• • 0 • • • iT}N 3/16° 2 -SIS • 02-1/gr o • • • • • STNXF JAMB LATCH & DEADBOLT DETAIL HWW WAR BY: JK a C. BY: LFS B UNG NO.: p FL -14986.2 a c xr 9 O 10 A I, — i T • • • • • • • • 3 seu-adjust ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WO ON Q 4.W �1 9 8 egaa a star • •• • • • ••• • • ••• • ••• ••• ••• B • • • • 6 r -s-- •• • • � +r50.i�f • i -pra1� � � • � � • � • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WO ON Q 4.W �1 9 8 egaa a star R W R W Building Consultant:~, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9157 Fiorija Board of Professional Engineers Cenificate.of Authorization No.9813 Product Category Sub Category Manufacturer Product Name Therma-Tru Corporation Smooth Star, Fiber Classic Exterior Swinging Exterior Door 1118 Industrial Dc Classic Craft &Classic Craft Rustic Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 418.298.1740 Inswing i Outswin - "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 1A of the State of Florida Product Approval, Department of Business & Profe>sional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will ac pie financial interest in the company manufacturing or distributing the product or in any other entity involved in the ap a"al process of the product named herein. Limitations: 1. This product evaluation drawing has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate fdr sizes, specifications and ratings. 2. Product anchors shall be as listed and sp&ced as shown on details. Anchor embedment to base material shall be beyond wall dressing or Stucco. • • 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does r=ot rgfte an in?pact resistant covering. • • • ; • , • • • •••••• 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this produet•complies wi�h �• ec�ion• 1609•.1.2 o4e FBC and does not require an impact resistant covering. This product meets missile level "D" and includes ir/1tINS24ne 4 as defined in : • • • • i ASTM E1996 and Section 1609.1.2.4 of the FBC. .'Goes ; . o •••• • •• ••a•• 5. For 2x stud framing construction, anchoringtof these units shall be the same as that shown for 2x buck ma�grir�r �nstructio�. • 6. Site conditions that deviate from the details of drawing FL -14986:2 require further engineering analysis• N alicensetearig"er or • • • • • • registered architect. • • • • • • • • • 7. Outswing configurations using threshold iter; i #4 meet water infiltration requirements for "HVHZ". • • • • • • • • • • 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infitratipt•requirelnents for the :**to: "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overh'drfg or canopy st ftVat the • • angle between the edge of canopy or overhang to sill is less than 45 degrees. 0000 9. See drawing FL -14986.2 for size and design pressure limitations. Supporting Documents., 1. Test Report No. TEL 06-1031-1 Rev 2. Drawing No. No. FL 14986.2 3. Calculations Anchoring PF 1068 Test Standard Testing Laboratory Signed by TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. ASTM E330-02 ASTM El 886/1996-02 Prepared by'' Signed & Sealed by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Prepared by RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Sioned & Sealed b Lyndon F. Schmidt. P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 3/15/2012 MIAMI•DADE MIAMI DARE COUttTY M111111 PRODUCT CONTROL SEC nON DEPARTMENT OF REGULATOR it AND ECONOMIC RESOURCES (RER) 11805 S1v 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NO + ACCEPT:`ANCE (NOA) — www.miamidade.Qo/economy s LL 10653 N.E. Quaybridge Ct. Miami, FL 33138 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 allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. 71ho Miami -Dade County Product Control Section (In Miami Dade County) and/nr the. AHJ (i:u areas other than Miami Dade County) reserve the right to have this product or mater'91 tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense A such testing and the AHJ way immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. li'�R reserves the right to revoke ibis acceptance, if it is determined u`,' Miami -Dade County Product Control Section that this product or material fails to meet the requirements of tine applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building : Series 112000/205011 Aluminum Horizontal Sliding Window -- APPROVAL D MENT.: Drawing No. W03-75, tit Series- um. Horiz. Sliding Wdw. (L.M.1)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with mevision G datSd 05`15/12, p,<epared by • • • • • • Al Farooq Corporation, signed and sealed by Javad Alimad, P.E., bearing the Miatbl Aa4e Covie P� 0uct • • Control Renewal stamp witl! ite Notice of Acceptance number and expiration dat% J. the ilfiiftWade ....;. Coun ontrol Se 0 • • • •''SIIE IMPACT RATEiG: Large and . ;. .'••• •'• AB G: Eachunit shall, beara permanent label with the manufacturers logo, i state,• • • • modeUseries; and followiir , st ttetiient: ''Miami -Dade County iroduc:t Control ApprOsO, unless efl4r�rise .... • noted herein. • • • • • • • RENEWAL of this NOA shall be considered after a renewal application utas beetf filed and th"bUbeen • • •• • • no change in the applicable bt- a Iding code negativ: ly affecting the performance of tuts psoduct. :.. • •: TERMINATION of this NOX:, will occur after the expiration date or if thf re has been a revisioa br 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, ad,,nrtising-or any other purposes shall at6atnatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The TiOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date. may be displayed in advcxtising literature. If any portion of the NOA is displayed, then it shall be doii4- m its entirety. INSPECTION: A copy of dais entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availal,U for inspection at t1i6 job site at the request of the Building Official. This NOA renews NOA# 12-1123A6 and consists of this page 1 and evideiice pages E-1, R-2 and E-3, as Nvell as approval document me Jioned above. The submitted documentation vas reviewed by Manuel Perez, P.E. , �- MEMO%,f NOA No.13-0617.28 ` MIAMI DADS COUNTY' ^ ! . ]Expiration Date: November 06, 2018 �ipproval Date: September 14, 2013 Page 1 t ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.02) 2. Drawing No. W03-75, titled "Series 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.1)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision G dated 05/15/12, prepared by A1—Farooq Corporation, signed and sealed by Jawad Ahmad, P.E.. (Submitted 111.1ler previous NOA No. 12-0223.46) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, pet ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing.Laboratdry, Inc., Test Report No. FTL-5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. (Subinitted under NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : .. . 2) Uniform Static Air Pressure Test, Loading pwiff TAS AWN ...... 3) Water Resistance Test, per FBC, TAS 202 94' •' • 0 06600 ; 4) Large Missile Impact Test per FBC, TAS W-149:'. '. ' 5) Cyclic Wind Pressure Loading per FBC, TAI:D)j 94 *0 000 00;00 • 6) Forced Entry Test, per ASTM F 588-04/47.afid pef j1jVo2411...0:. 3.2.1, TAS 202-94 • •* along with marked—up drawings and installation diagram of a horizd:4g< hiding- •. • • - window, prepared by Fenestration Testing Laboratory, Inc., Tet Arts No. .... FTL--5338 and FTL--5475, dated 01/17/08 and -12/20/07 respectively, JJWA 'and sealed by Carlbs S. Rionda, P.E. (Submitted under previous NOA No. 08-0527..13 and 07-0928.13) 8 Manuel P e P.E. Product Control miner NOA No. 13-0617-28 -Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prep-nred by Fenestration Testing Laboratory; Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03•-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al—Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P.E. (Submitted ttuder previous NOA No. 12-0223.42) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RSR) • • • • • 06 • .. . • .. E. MATERIAL CERTITICATIONS 609:09 6 00 60* 6 6 6 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeXg>*ours %% eq., Inc. ; • • • •; for their "DuPont Sentry ClassO. Ianterlayer" dated 05/26/10, expWAg on 01714117. .. 2. Notice of Acceptance No. 13-0129.27 issued to E.. DuPont D04wours & Co.= Inc. • • • • - for their "DuPont Butacite® PVB Interlayer" dated 04/11/13; expt4ng or f2/tt/16. 6.60;6 6••66• • 00 6 ...... F. STATEMENTS 6 ..... 1. Statement letter of conformance, complying with FBC 2010,44 of no Suancial :60 60 : interest, dated !7/08/11 and 06/05/13, signed and sealed by Javad Ahmad, R.Ii • (Submitted pailiaffy under previous NOA No. 12-0223.46) 77. Manuel Pe z, .E. Product Control Inver NOA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 ES Windows, LLC NOTICERE ACCEPTANCE: EVIDEN C -E SUBMITTED F. STATEMENTS (CONTINUED) 2. Distributor Ag; -cement, dated 10/20/10, signed 'by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA iYo.12-0223.46) 3. Laboratory co.wpliance letter for Test Report No. FTI:, -5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted un (ter NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTI, -5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA Is No.'s 08--0527.13 and 07-0928.13) 6. Laboratory compliance letter for Test Reports No.'s TTL -3809 and FT1,3804, issued by Fenestration Testing Laboratory, Inc., dated'06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted ui;a-der NDA No. 03-0910.02) G. OTHERS6 6 . 000000 1. Notice of Acceptance No. 12-0223.46, issued to ES Window$ LM, for their Series 0000.. "2000/2050" .Juminum Horizontal Sliding Window - L.Mgoved ari 4VJZ4/12 ... 0 00 and expiring on 11/06/13. 000;0. 0000.. 0000 6. 6 4., 0606 0 60 .0000 000000 0 . 00006 0 0 0 0 0 00 00 66 00 000000 600660 6 6 6 6 . . . . . 0000.. 66666. .. 6 0 6 :0000: . 0 . 6666 . 60 6660 4 � r C Manuelr , P.E. Product ControPRAminer NOA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ii i SERFS -2000/2050 ALUM HORIZ, SLIDING WllVDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ii 11 CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF KR./WR. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-QADE COUNTY APPROVED ii,�I� 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 • • • • • • • • • • • REQUIREMENTS OF THE FLORIDA SUILDING CODE INCLUDING HIGH VEaV • • • • • • • • HURRICANE ZONE HYH B WOOD BUCKS BY OTFI£RS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • • • LOADS TO THE STRUCTURE. • • • • • • • • • 33 1/2° •• ••• •• • • • •• 33 1/2° ANCHORS SHAH BE AS LLSTED. SPACED AS $HIM ON DETAILS, ANCHORS E(�EDMENT m BASE MATF]iFAI SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL • • • • • • • • • • • • • • • • • A LOAD DURATION INCREASE IS OF ANCHORS 4Y. USED IN DESIGN lwc:wO • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEET.I� SfItM 1FL4A • • • • • • • SAL COME INTO CONTACT WITH OTHER DISSIMILAR MA i MALL MEET TI • • • • i • • • • • • REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. � • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ii i i 4 it I� ii 11 tr--- ii,�I� 11 I It 11 — B 33 1/2° 33 9/8° 33 1/2° I — "" TYPICAL- ELEVATIONN SEMES 2000 LAMINATED GLASS ti LARGE MISSILE IMPACT p Enn NWM ARI' oft o�OE N 7002 �ItOOUCTRF?It, F wcea+plylagwNt9tlub>�T• � .. %idto 4ccapteCode aa Na- , E ym0oa Dal By d, - .� ey1 arowinq Do. N Dad. F I W03-75 ehW Iof 9 -118' ANN. GLASS 1/e" HEAT STREN'0. GLASS 090' INTERLAYER DOW INTERLAYER —Sr NTRYGLAS BY 'OUPONT' SENTRYOLAS 8Y 'DUPONT' 1/e' ANN. CUSS 1/8' HEAT STREN'D. GLASS SILICONE SILICI)HE OOW CORNING 798 DOW CORNING 798 , y 2! $ 21 1 F4 $ 21 3 I ' _ 1 t .I i i4 GLASS TYPE 'A' LASS TYPE 'Al' 1/8" •M6tl. CLASS 118" HEAT STROM. GLASS i 090° INTERLAYER 090' INTERLAYER BUTACITE PVB BY 'DUP T' BUTACITE AVB BY 'OUP1W I ANN. GLASS 1/8' HEAT STRENT. GIAS•J JAW ..... A •CNp.'Iw - Rtoot=RENEWW 41eomppiv2wlmthe Float, Roidlax Cate ' 100Atteptaace No F IratlovDah IQy A V @� Afiami adaPrMlvMCoal Q3e 78 ••• OOWC SONE 798 pt uOONE SOOW CORNING 793 SILICONE -DOW CORNING 798f983 SILICONE DOW CORNING 795/853 M' 1 i#S t .� { II 121 • • • • • • • • N 9 � `� 1 II Vl P 1 1, it i 1 i r 6/18' LACI. GLASS 7/16" LAM. GLASS ,y M ALT GLAZING OPTIONS Gt SQUARE GLAZING STOP CAN BE USED WITH AU - GLASS TYPES SHOWN ON THIS SHEET. JAW ..... A •CNp.'Iw - Rtoot=RENEWW 41eomppiv2wlmthe Float, Roidlax Cate ' 100Atteptaace No F IratlovDah IQy A V @� Afiami adaPrMlvMCoal Q3e 78 ••• OOWC SONE 798 pt uOONE SOOW CORNING 793 ••• • • @1 ,�$$d c� 21 121 • • • • • • • • • N Vl P i r PLASS TYPE 'B' GLASS TYPE 'BI' _ ..3110' ANN. MASS 8/32' NEAT STREN'0. 8/32' HEAT STREN'0- GLASS .090' INTERLAtT: •. .090' .000' INTERLAYER SENTRYOLAS BY 'DUPWIT' PVB By 'DIIPON?' SENTRYGLAS BY 'DUPONT' 311W ANN. GLASS I/e NIIL1E��AT STRENM GLASS 1/8' HEAT STREN'0. GLASS DowCORNING 788 �` �q j�l�(♦•mA : • UOW�NCORNINO 793 7�7b 21. -• I I �. 21 •• • • • • • �m 1 •, m 11� I� 1••• oo N ••` at • • 1 Ili II .� I I I 1 1� H i II 1 PROD+Crawam lodda .Bu �' NO a2 -o Ab � • Tiap 13 GLASS TYPE 'C' GLASS TYP•Cs ' • i • • • • GLASB•?7PE� E' JAW ..... A •CNp.'Iw - Rtoot=RENEWW 41eomppiv2wlmthe Float, Roidlax Cate ' 100Atteptaace No F IratlovDah IQy A V @� Afiami adaPrMlvMCoal Q3e 78 ••• • • • • ••• • • • • • • • • • • • • DASIGN LOAD CAPACITY - PSF (XO Ott OX 9SZS8j SSHIES 2000/2060 SfINDOH DIMS. STA. MTG. RA74 (FRANK SI4L el, 2, 8 & 4 SEE DETAILS BELOW FOR EXT(+) LOAD UMITAYOM H.D. M. RAIL SILL e8 & 4 'S'7 01488 TYPE 'AI' GIA99 TYPE 'At' GIASS TYPE 'nl' GUSH TYPR 'A' GLASS TYPE 'Rl' CIA$$ TYPE 'D' A GIASS TYPE 's' GIASS TYPE 'C' Cuss TYPE 'D' GIAS8 TYPE 'E' WM I HEIGHT EXT.(+) I (NT.(-) EXT.(+) W.(-) W.(+) ENT.(-) EXT.(+) a8-e/a• a 70A solo s o 70.0 80.0 80.0 90.0 ® 83-1/8" 4 6 704 70.0 90.0 804 7a0 704 90.0,y .0 70.0 70.0 80.0 60.0 1 80.0 80.0 90.0 90.0 74" 7 70.0 9D.0 70A 90.0 70.0 60.0 80.0 90.0 28-i/a" 3 70.0 60.0 70.0 90.0 70.0 60.0 6" 904 38-3/8" 1 4 70.0 BOA Io.O e2 70A 80.o Sam 90.0 1 T (3) 8 704 ODA 70.0 90.0 70A 80.0 80.0 $0.0 7 704 80.0 70 0 70.0 80.0 80.0 904 26-1/2' 3 70.4 804 90.0 70.0 $0.0 80.0 90.0 80-8/8° 4 7a0 80A 70.0 704 80.0 Bolo SM SB.L YBTHOUT Po9ER STD. SILL PATH AMR LOADS. To 83.3 PSF LIMB EXf.(+) TO 704 PSf HI^RAE '� IFTH04LIAOT ° S 704 804 70; 70.0 80.0 90.0 74" I S 0.0 40.0 70,0 _ 80.0 _8_0.0 ti0.0 ¢0.4 28-1/2" ^ 3 704 80A 70.0 90.0 70A a" 6Qo 4", 37° 67 4 8&9 87.3 70.0 90.0 70.0 8D.0 80.0 90.0 93^1 74" 8 T 42.8 46.7 70.0 - 88.8 70.0 80.080 80.0 20.0 904 24" 3 70.0 60.0 70.0 70.0 80.0 .c 0 36" 4 r0 804 70.0 _90.0 Soo 70.0 80.0 60.0 9a0 48' �2) 8 704$04 70.0 90.0 704 80.0 80.0 90.0 60` 6 70.0 Bao 70.0 -90.6- 704 80.0 80.0 SOA 72` 7 7a0 am 704 _ 90.0 70.0 80.0 80.0 90.0 24° 3 7060 80.0 70.0 90.0 70.0 80.0 am 90.0 36" 4 70A 804 70.0 GOA 70.0 80.0 _ Solo 90.0 48' 1. S 70.0 80.0 70.0 80.0 70.0 80.0 _ 60.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 Bao 90.0 7 7a0 Sao 70A 90.0 704 80.0 80.3 704 80.0 70.0 00.0 70.0 804 80.0 SOA t72- 4 70.0 80.0 70.0 90.0 70.0 804 80.0 90.0 0 704 80.0 70A 9<1.0 70.0 80A sa0 80A8 70.0 SOA 704 904 70A 811.0 80.0 00.0 - 7 70.0 Solo - 70.0 90.0 70.0 00.0 80.03 704 80.0 1 70.0 900 70.0 SOA 60.4 90.0 1 ;i6 ( �ir .... 4 s. X1A. 64.2 - bolo 1.9 -.. 70.0 70.0 a;; T00.0 704 - 70.0 - 613.0 80.0 WA .. 80.0 90.0 90.0. 7s 4$.t 8 61.8 75.5 67.5 70.0 80.0 89A 904 72" 1 • 7. - '. 70.0 78.7 70.0 78.7 60.0 Solo SEE DETAILS SELOW FOR EXT(+) LOAD LIMD'ATIONS 4 i ii 1 , A N0. OF ANCHORS PER HE LL ORS P B () NO. OF ANCHdh _ • • •f e2 *3 -4 •STO. SB.L YBTHOUT Po9ER STD. SILL PATH AMR LOADS. To 83.3 PSF LIMB EXf.(+) TO 704 PSf HI^RAE '� IFTH04LIAOT ° M.(+) 1.DAD5 A1R EXT.(t•) LGA03 TO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• RISER / S.TO 806 PSF XD. MTq,.Isf.)L• a9'D. efl'0. RAIL S-2600 3»20..°0 MSU 01 O $� n (''• Q Sc - z HO R.D. MTG. ,(LA J,0. MTG. RAIL w S-2000 S-2090- Plit'iiet„'CT RHYISAD 46 IM Aao4pteg>pe1Ta s10wlGG1 > � � NOTE: " GLASS CAPACITIES ON THIS SHEET ARE a BASED ON ASTM E1300--04 (3 SEC. GUSTS) o o W AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 qQ JAYAD AM CN0. never RENEWO 'FIA PE 7030a acOmply4ng ORh the Flom C.A.N. 3& 'tnldl4 Cale "eptmeNa --Q p1matten Dale dapin_75een W03 L y ^M� DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2000 WINDOW TIM. NDOW WIDDSs. (1/3v STD. UTO. RAIL (FRAAiR $IId. •t, 2, 0 & 4) SEE DETAILS SELOW POR EM(+) LOAI1 UWATAN9 A.D. ATO. RAIL*. SILL #3 & 4 CLASS TYPE 'AL' GLASS TYPE 'At' GLASS TYPE 'Bl' GLASS. TYPE 'A' GLASS TYPE '81'GLASS TYPE ' D' A GLASS TYPE '8' GLASS TYPE C. CLASS TYPE I'D, am TYPE 'R' WIDTH 11EIOHT 11 E%T.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) W4-) EXT.(+) 1 WT.(-) 74' 108-t/4° 1 f 1 ° 28' (3) 7 70.0 aU 70.0 90.0 70.0 80.0 80.0 1 OOA t0 70.0 80.0 70,0 90.0 70.0 80.0 80A 9oA 10 - - - - - - 80.0 90.0 74" 108-1/b' 111" 38-3/8' (3) 7 70.0 W.0 70.0 00.0 70.0 Su 80A 90.0 10 70.0 BOA 70A 80A 70.0 80.0 80.090.0 7 t0 - - - - - _ $0.0 90.0 74"7 1 70.0 80.0 70.0 80A 70.0 SMO 70.0 80.0 804 90.0 108-1/4° -B/� (4) t0 70.0 80,0 70,0 90A 70A 80.0 a"90.0 80.0 90.0 to - - - _ - - SSA 9" 74' 108+1/4° 63" (8: 7 48.4 81.9 70.0 90.0 70.0 8" 80.0 GOA 10 - - - - 80.0 00.0 80.4 1..00.0 - 7r 84` 108" 24' (2) TOA 80.0 70.0 90.0 70.0 80.0 80.0 no T7- 70.0 no 7" 90.0 70.0 80.0 80.0 90AGB" 70,0 SOA 70.0 90.0 70A80.0 ou a" 70.0 80.0 Xo 90.0 1" BOA 90.0 90.0 72* Be 98° too" 38"8 (3) 7 70.0 80.0 MA 90.0 70.0 80.0 80.0 20.0 70.0 89,0 70.0 90,0 70.0 BOA 80.0 00.0 8 70.0 80A 70A ODA 70.0 80.0 80.0 70.0 80.0 10 70.0 80.0 70.0 90.0 70.0 80A 80.0 _90.0 - 90.0 M" 84° or 108" 48° (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 ROD 90.0 8 70.0 WA 70.0 90.0 70.0 80.0 00.0 90.0 9 70.0 80.0 70.0 00,0 70.0 BOA 80.0 ODA 10 70.0 80.0 70A 90.0 70.0 BOA 80.0 00.0 M" 84" 108" 87° 7 04.2 81.9 1 70.0 1 90,0 1 70.0 80.0 80.0 90.0 8 47.8 84.4 70.0 90,0 7o.O 8_0._0 BOA 80.0 9 70.0 832 70.0 to 70.0 78.7 70.0 78.7 80.0 90.0 A b NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB N 41 4 STC. SIU. WITHOUT RISER SID. L"T EXT.(+) LOADS TO 53.3 PSF .WnIT SEE DETAILS BELOW FOR EXT(+) LOAD LROTATIONS OPERATING VENTS TO 13E 1/3 OF THE WINDOW WIDTH ••• • ••i •• L i •• N DESIGN LOAD CAPACITY - PSV (XOX SIZES) SERIES 2000/2060 WINDOW TIM. (1/3v 0/3m GLASS TYPE 'Al' CLAD TYPR 'A' GLASS TYPE '131'OL49$ TYPE A GLASS+TYPE 'R' GLASS TYPE 'C' b` L4 V IDTH HEW SEE DETAILS BELOW FOR EXT(+) LOAD LROTATIONS OPERATING VENTS TO 13E 1/3 OF THE WINDOW WIDTH ••• • ••i •• L i •• N DESIGN LOAD CAPACITY - PSV (XOX SIZES) SERIES 2000/2060 WINDOW TIM. SPD. UTG. RAIL (FRAME SILL •t, 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD LIA9TAt.1 A.D. ATG. Ram (SILL •3 & 4)4t GLASS TYPE 'Al' CLAD TYPR 'A' GLASS TYPE '131'OL49$ TYPE A GLASS+TYPE 'R' GLASS TYPE 'C' b` GLASS TYPE 'At' OL48S TYPE 181' CTS TYPE 'D' CLABS Tm 'B' V IDTH HEW 11 EXL(4) I INT.(-) EXT.(+ INT.(-) IMT (+) M.(-) EXT.(+) INT.(-) 74" 28' 7 70.0 80.0 70A 00.0 70.0 80A 80.0 00.0 108-1/4' (3) 10 70.0 -6.0 70A 80A OA 80.0 8" 91.0 it l` AND FLORIDA BUILDING COMMISSION t0 - _ - - - 80.0 90.0 74' 38-3/9° 7 70.0 BOA 1 70.0 90.0 1 70.0 80.0 80.0 90.0 108-1/4" (3) to - ' 70.0 80.0 1 700 80A 80.0 90.0 80.0 90.0 74` • �� e 7 - - 70.0 90.0 70A 80.0 80.0 90.0 74". o 7 - - - - - 8" 90.0 M° 7 70.0 80.0 74.0 wA 704 80.0 80.0 90.0 I 84' 84` D 1 7" 80.0. Goo 70.0 - 80.0 BSA . GOA 89" (2) 9 70A 80.0 70A 110.0 70.0 60.0 - 80.0 90.0 108' 10 70.0 80.0 70.0 GOA 70.0 80.0 80.0 $0.0 M" 7 70.0 $0.0 1&0 SOIL 70.0 80.0 80A 90.0 Be 98" 8 70.0 80.0 70.0 90.0 70A 80.0 80.0 SOIL 98° (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80A 90.0 108" 10 - 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0M8D;.0 80.0 00.0 84` (4 B - - 70.0 90.0 70.0 80.0 90.0 98' 80.0SOIL72' 80 (8) 7 - - 7oA 90.0 70.0 80.0 90.0 A - NO. OF ANCHORS PER HEM & SILL ( ) a NO. OF ANCHORS PER JAWS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YA1Ft RL4E t t,OADS-70 BO.O PSF 3 (1/2W) (1/4W) 4 o II 11 /A�P Pr0 lwtCat9rol, �.r NOTE: GLASS CAPACITIES ON THIS SHEET ARE N I RISER • LAADS 70 70.0 PSF • HI -RBE •1OHOUli LES e • • 19• -. LIMIT EXT.(+) LOADS TO 88.7 PSF LBA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YA1Ft RL4E t t,OADS-70 BO.O PSF OPERAITM; VENTS. TO BE 1/4 OF THE WINNOW WIDTH (1/4W) (1/2W) (1/4W) o II OPERAITM; VENTS. TO BE 1/4 OF THE WINNOW WIDTH II PrODUCT'RBVISM es$omplyJGSu:t}}bB��l$Ft/w/l""il��e o II 11 /A�P Pr0 lwtCat9rol, �.r NOTE: GLASS CAPACITIES ON THIS SHEET ARE N BASED ON ASTM E1300-04 (3 SEC. GUSTS) • n „ o AND FLORIDA BUILDING COMMISSION OECLARATQRY STATEMENT DCA05-OEC-219 ngrs 10=0 ONS. .�I10DUCPRRtiEti FIA. PE 70582 aseemptytng with the Name. Ry >i X. i �. qui lag Code "c PI'No GaOlrelbn Det$ i$ drawing no. W03-75 eh9et got 9 TYPICAL SEE ELEV. FOR WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS �4ftu' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �,-==__--=-=,i o �a teaAw-oAOE CGUNTY APPROVED I J j1SEE SEPARATE NOA N MULLION ANCHORS Ij TYPICAL ANCHORS: SEE em. FOR SPACING IISEE S1I 1I Ed Ij I " DEC ULTRAM BY 'ELCO(Fum177 m Fy..15a KSQ ii INTO 28Y WOOD BUCKS OR WOOD STRUCTURES L--_----- __ ^-__% 1-3/8" MIN. PENETRATION INTO WOOD a a THRU 18Y BUCKS INTO CONC. OR MASONRY $ h 1-1/4' MIN. EMBED INTO OONC. OR MASONRY � DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPICAL. ANCHORS ,fi14 SMS OR_ SELF DRILLING SCREWS (GRADE 2 CRS FOR SPACING INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. ." .090' INTO METAL STRUCTURES aaaa $iECL a 1/8" THK. i -IN. y a 38 KSi MIN.)1. ALUMINUM : 116' 6' THK. M3% (6063—T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d 5d = AN(.= EDGE (3 INTO CONCRETE AND MASONRY 2-1/2' MIN. INTO W000 STRUCTURE = 1" Mtr!, INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c . 3000 PSI MIN. S k C-90 HOLLOW/FtLLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Vi ¢ $CALAM 8 ; M FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL z SEALED WITH WHIT'/ALUMINUM COLORED SILICONE. o WHRPHOUS: 1 u•+ u1 � W1 = 1-13/16" X 1/4' WEEPHOIES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 - 1/4' WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH r. -W ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i70D0 WCK PRODUCTREVISBI) a $ as �plytagtvhhlUaltlottda Accay�Bh�No��`� Zo�3�� 4 SERIES=20�D o o ••• � " SEP.19S-20DO 5U > JAVAU CMPE 1Ah.,� RODOCTRBNEL m Com' """2 .......... d nglCagwUh Lha Pio�gd¢ g Q\fie Anerlaaca tVe�a� � 3 at Plraltoa nau 5 &O"ing no. d9Hmlada 1 Fcff�N ALT. -ME COUNTY APPROVED ION & MULLION ANCHORS SEPARATE NOA ITFX PART P QUANTITY DSSCRIP7tON MATERIAL MANF./SUPPLER/RMMARKO I 2 ESIOD3 ESMI 1 1 FRAME HEAD STD. FRAME SRL ----- 6063-16 --6083-T8 - - ---` 24 ES2012 i w -RISE FRAME SILL 0003 -Ta - 3 ES2003 1 FRAME JAMS 0063-T6 . 5 58 _ESNs 1x1951 1/ VENT 1/ VENT _RMF.(S-2000)_ _ I= RAIL (S-2050) 0083 -TB 0083-T8 - - 0 F.31004 I I/ VENT STD. VENT MEETING RK (S-2000) 0983-T8 too $A 132004 I/ VENT KO. VENT MEETING RAIL (S-2000) 6083 -TB eB ES1052 I/ VENT STD. VENT MEETING, RAL (S-2050) 8083 -TB - cc ES1053 1/ VENT H.D. VENT IJ -MG RAR (S-2000) 6063 -TO - 7 ESIO07 2/ VENT TOP AND 8017914 RAIL808 3 -TB - 8 E31000 1/ VENT _ JAMB STU 6963 -TS - 9 .E31008 AS READ. OtAZINO SEAR 0003 -TB - SA CSI 103 AS READ. SQUARE GLAZING BEAD (8118' GLASS) 8083-T8 - 98 ESIO17 AS itEg0. SQUAt aLAZG4G BFAD {7/18GLASS) 8063-T8 - 9I142002 1ES2011 _'_ f AS READ. SILL_ TRACK INSERT STD. SILL RRER 0083-T5 8083-T8 - _ 1 12A WOW SL203 2/ VENT 2/ VENT SPPMG LOADED tMNT 'LATCH -- SWEEP LATCH --'— - WM3-T8_ '- 2AMAK AT or FROM GNDS� _ AT 11' MCM ENDS. BY IMERIVIK -. 128 i8 x 1' z/ LATCH LATaH INSTALLATION SCRQVS GRADE 2 CRS FH SMS 13 131012 1/ LATCH VENT LATCH SPRANG ST. STEEL - 14 C1925IN AS REQD. FOAM FILLED FABRIC W'STRIPPING SCHLEOEL, — 15 18 X 1' AS RMIL FRAMEAW ASSEMBLY SCREIA CRS P.H. SMS 18 g8 X 3' VENT FIX. MR. SILL SCRE'M (STO. SIU. END) CRS P.H. sAIS 10A (10 X 4' _2/ 2/ VENT FIX.'RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. SMS 17 W23211N0 AS REQD. VENT & FIX. RAL W'STRIPPM . - ULTWIFAS 18 1123291NG AS REQD. FRAAE JAMB WSfRIPSNO ULTRAFAB 19 YiFKL-100 2 BAFFLE. AT 3' FMJ EACH END - M & M PLASTICS 20 06 X I/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES7010 AS REQD. GLAZING WEDGE SOFT PVC OURDMETER 70 SHORE 'A' 21.1 AS-REQD. GLAZING WEDGE SOFT PVC MRDMETER 70 SHORE 'A' 21A _134013 27-425 AS REQD. GLAZING GASKET EPOM OUROMETER 00 SHORE 'A' 22 F312007 4/ VENT ROVER HOUSING & GUIDE PLASTIC 23 ewes 2/ VENT ROLLER SRASS/ST. ST. - 24 132008 2/ VENT ROLLER PIN ST. STEEL _._._ 25 1/ WEEP OPEN CELL FOAM PAD 1' X 3/4' X 1' LONO 28 27 1 E81005 1/ VENT 8 18' Box SCREEN _ FLUSH FRAAE ADAPtER. 8063-M, OPTIONAL - OPTIONAL. ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. too 0 , PROAtt TTVMiy(4xU1� P • • ..• • ..• •.• ... � ' r ' • • . • • • • AGO SEE 1184. SPpIG.. • • • • • • ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. too 0 ALWW— p lzooucrT:eNRwie� � �_ m emptying aKh the Fb 9aidtag Code ,ti. 4craptancc ldo l3- . ^,r,}t tratioa Data (� ?dre" no. .4T�aa' ode Pd aca„tr' W03-75 0000•• •••••• • • 00.000 ••e0• •• •• •0000• •••••• • • • 0.000• �tia o a a P y i es Z p •ee• • • • • 0000•• *00** •• •• • • 0000•• SSE3-2MO/2MO AM MM SAM WOW 0 -IL ALFAROOQ CORPORAMON �^ ENaNEw4r.$MoDucr. E.S. VANDOWS. LLC } 1235 v MUMI. FLORM. AVE 8220 N.W. 72 AVE. BAY �4 , tv�+�,FwRma�aa MIAMI, FL 33166 TO-(305)2644UW FAX ow 6! G978 " �,a a.wtN+s TEL (305) 824--7775 i'AX. (305) 824-777,' CM&-AI$\WO3-75ES 4„ ttj I M 0 z HEAVY DUTY e F ' 2 G �tji P OVENT vaom 4` t/a^ %4W VW WIDTH A♦N%. � 8 ® I �� WC?G BUCK Q M WGDD B 8 G t i • TYPICAL ANCHORS - . SEE OPT,---- SP ....—....Sgy(gN OPT •,••••� �___ CTiOPT,---- FOR ELEV. S 79 .9 a EXTERIOR le, IKI� vmws YnDA1 Q .ilonuCrit»"" XUX iAYOIrr a BulklldBcomRly� 3e4� TYPICAL ANCHORS MM-DADE �� SEE aW. FOR SPACING Ta : SEE APPROVED Rffi NCAso a • • • • • • • • •66 i y i SEitIESy2Q50 • • •• i 1 1 VEft WffH SWEEP IATCHES • •• • • • • ••• 11 11 • • • • • • • '• �1 ,� • • *00 • • 6 • • 0: t 1 CAM. escamRlyingallh the Fbr'� � �` ' 1 ,.A !taldiegCOda It r$ 11 '\.p 4nepteoee fie �• � � ii • • • • • • lv i � �---________— � .ek%�' 11 Pap}ralinn Date 8 • • • + • • WINDGIT YAETi1 ••• • • • • ••• • • • • • • • • • e • • • • • • • • • • draw(nq no. nsaml S&P mat( W03-75 sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.330_ 1.242 1.3449�t.i30 .857 . is �-•--- 1.434 .803 •082 .002 F .082 '329 ��2.186 '7.13Q �3 .050.930 .837 2.083 2.083q`il GLAZING BEAD + .837 VENT TOP/BOTTOM RAIL 1.421STD. N,400 FRAME HEAD MEETING RAIL STD. MEETING RAIL2188 OSERMS-2080 SQUARE GLAZING STOP.930 1,122 •700Qez a o63 a oasQ •078 ..982-y 1.230 1.830Ata 7.149 .9349 --t • TTT 1.118 If2 1 +t `S ' .883 062_ TtP -.482- .489 1 �-1.280 .81.3 �•+- VENi LATCH9�9� t=--f.2S0 1.290 2580 O �� eSQUARE + a 2.375 O JAMB STILE 770 - ® H.D.Sa-= L ® H.0-20� GLAZING STOP r721�1 .082 2,g82 2.568 11.8!78 -� I I I .888 I a.tat 2268 FLUSH FRAME ADAPTER � 1.212 1.2t2 .982 .992 .062 7. t280` 250 pr' o,n M 1 O t' .5 g' y+ Z L'J cQj !V p{ LL71[7 � F � ' U SM. FRAME SILL e13 .882•W 7.779 I il.'P. .98� .719 aa .983 O FRAME JAMB SES--2080 3.437 .078 .076 2.816 .0� .439 'g '� asoD .048 Ty ya� � 2.330 ® HI-RISE FRAME SILL 00 1Q SILL RISGsR • • • • • i • i �•• • • ••• EagnJ gD.IP0.6lD i ML '• 'RODUCTRtSNE9Pl79� FuL Pi 7089.8•'•. 4a�romp7yiugwltO/kaFta9PQ8, PRODUCPIt7iV188D CAJi.f73t7 +talAingCade WBLWBFIO11de • • • No • • • • • • 1 ' ,LO\ t:tpimtation Date • • • aceep•tfa°N° /�, lb B$� « .tell .062 .259 ,i-,_..- .J12 1x95 aae ••• ••� �• .224 -[_ 368 • • • • ._..,�,• • � drowinq �• W03-%5 • ,ag zt • • _ • • • • • IIy • • • • A17am �IePrtWuct.Coa • • • • • t© SILL TRACK GLAZING INEW • • t;t + • . . 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • s • :.. ' . • _r�rc� Sana CflRtdER • • • • • • • • • • • •• •• • • • •• •• i h zml- iWHO Engrg d� � ,B FIA, PE�y 7gB92 • �DUCTl3Erygyy� PRODUCTRBYlgBD O.hN.3978. iwc0occr RENEW the w }. aeaomBlylagwNUli18Flutlde AeldingCode BattdlagCodo '� A l cgdm AcaePUmoePiu •t"rJ R�P�ratlnaU�ete p1.3 py drawing no. . s66a3 9 of 9 MIAMI•M: DE MIAMI --RADE COUNTY, FLORIDA e 11al PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADrvMGSTRtiTION DIVISION _ T (786) 315-2590 F (786) 315-2599 vmw.mia nd4sde.aov/economy E.S. Windows LL9-:> 53 NE Quaybridge Ct. jk Miami, F1.33138 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 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 AHS (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 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 I3iah Velocity Hurricane 7.one. _ Series 113000" Aluminum Outswing French Doors whyo Sidelites - APPROVAL 50CUMENT9�Drawing No. W04-51, titled "Series -3000 Alum. Outswing French Doors (L.M.I.)", sheets 01, 02, 2.1, 2.2 through 06 & 6.1 of 10, dated 06/10/04 with revision "G. dated 02/24/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. IMPACT RATING: ]Large and Small Missile IMITATIONS. ee s e 2.1 for single sid6te and sheet 2.2 for doors with sidelites option; 2. Lower Design Pressures of Doors, sidelites, hardware, glass and threshold options shah eontroj.• • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name tx• logo, BarrgngVilla, Columbia, series, and following statement: "Miami -Dade County Product Coilhbl *Approvbd"' Unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been Qe0.ftd there IW§•been no change in the applicable building code negatively affecting the pet ormance of this poduct. • • • • TERMINATION of this NOA will occur after the expiration date or if there has t1U n d revision dr Change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOX Is an endotsement of any product, for sales, advertising or any other purposes shall automatically terminate this NbA - ailure to comply with any section of this NOA shall be cause for termination and removal t)1. 0000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, RIchda, 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 availa' le for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0308.40 and consists of this page I and evidence pages E-1, E-2 and E.--3. as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. X MiArsi•nAOE cour�n NOA No. 14-0722.13 Expiration Date: September 16, 2€}19 Approval Date: September 2 Pa 0e 0000•• •. • 0.0000 .000•. 0000• • 0000•• 0 00••00 • • E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. ' Manufacturer's. die drawings and sections. (Submitted underprevious NOA No. 12-0308.40) 2. Drawing No. W04-51, titled "Series -3000 Alum. Outswing French Doors (L.M.I.)", sheets 01, 02, 2.1, 2.2 through 06 & 6.1 of 10, dated 06110/04 with revision "G" dated 02/24/12, prepared by AI---Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Subtttitted uirder previous NOA No. 12-0308.40) 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 4) Large Missile Impact Test per FBC, TAS 201---94. S) Cyclic; Wind Pressure Loading per FISC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked --up drawings and installation diagram of aluminum outswing French door vi/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., filo. FTL-5938R, dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo, P. E. (Submitted w4er previous NOA No. 09-1217.03) 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) Large Missile Impact Test per F.BC, TAS 201-94. • • • : • • • • S) Cyclic Wind Pressure Loading per FBC, Tt $ XI 94 .. • • 6) Forced Entry Test, per FBC 24111.3.2. 1, and -TAS 202-54 '..' ....:. along with marked --up drawings and installation diagram ef!' 4atninum ottswing ; .... French door w/ Sidelites, prepared by Fenestration Testing. L'ab'hratorA'I;nd*, l o.' • FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzajj�. E. ' • �' • � � � � � . (Submitted under previous NOA No. 09-0825.04j966969.... ...... 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 24•94• .' 2) Cyclic Wind Pressure Loading per FBC, TAS- 203 94 ; ...... along with marked--Aip drawings and installation diagram bf allanimuh outswing:....: French door w/ Sidelites, prepared by Fenestration Testing Vaboratory, .%c.; Test* Report No. YrL-5164, dated 08/01/07, signed and sealed by Carlos S. Roinda, P. E. (Sttbtttitted un4er previous NOA No. 0i -11828.09") Jaime D. Gaseon,l`'. E. Product Control Section Supervisor NOA No. 14-0722.13 Expiration Date: September 16, 2019 Approval Date: September 25, 2014 E-1 I M E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTnv ED) 4. 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 aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s k1T,3947 and FTL-3955, both dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0 71Z 02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 03/01/12, signed and sealed by Javad Ahmad, P. E.: (Submitted under previous NOA No. 12-0308.40) 2. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al—Farooq Corporation, dated 12/08/09 'signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09-1217.0-7) 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE, 1. Miami—Dade Department of Regulatory and Economic. Resources (RER). E. MATERIAL CERTUTICATIONS ; ...:. 1. Notice of Acceptance No. 13-0129.27 issued to E.Y. DuPont DeNsi ours & Co., Inc. for their "DuPont Butacite@ PVD Interlayer" dated 04/11/13. paQXng oj 14411/16. • • • •; • 2. Notice of Acceptance No.11-0624.02 issued to EJ. DuPont DaNguwurs & Go., Inc. . for their "DuPont SentryGlas® Interlayer" dated 08/25/11, eltkvixg on 0V14*17 • F. STATEMENTS ••0••0 •• • : ••••• 1. Department -of State Certification of E.S. WINDOWS, LLC a,g limited �Ubility • • company, active and organized under the laws of the State ofVlofida, dated 03/03/14....:. and signed byl urt S. Browning, Secretary of State. ;• • • • 2. Statement letter of no financial interest, conformance to '1nd • comply1fiV with• • FBC 2010, issued by Al—Farooq Corporation, dated 02/24/12, signed.aricf'sealed by Javad Ahmad, P. E. (Subrnitted unskr previous X0A No. 12-0308.40) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 14-0722.13 Expiration Date: September 16, 2019 Approval Date: September 25, 2014 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Distributor Agreement between Energia Solar, S.A., Barranquilla, Columbia and E.S. Windows, LLC, Florida USA, dated 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro, respectively. (Subftaitted under previous NOA No. 12-0308.40) 4. Laboratory compliance letter for Test Report No. FTL-59388, issued by Fenestration Testing Laboratory, Inc., dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 09-X217.03) 5. Proposal No. 09-0225, issued by the Product Control, dated 06/17/09, signed by Ishaq Chanda, P. E. - (Submitted under previora NOA No. 09-1217 03) 6. Laboratory compliance letter for Test Report No. FTI, -5938, issued by Fenestration Testing Laboratory, Inc., dated 10/01/09, signed and sealed by Julio E. Gonzales, P. E. (Submitted under previous NOA No. 09-0825.04) 7. Proposal No. 06--04118, issued by the Product Control, dated 07/31/07, revised and signed by Ishaq Chanda, P. E. (Submitted umfer previous NDA No. 09-0825.04) 8. Laboratory compliance letter for Test Report No. FTL-5164, issued by Fenestration Testing Laboratory, Inc., dated 08/01/07, signed and sealed by Carlos S. Roinda, P. E. (Submitted under previous NOA No. 07-0828.09) 9. Proposal No. ''06-0411, issued by the Product Control, dated 02/06/06, signed by Ishaq Chanda, P. E. (Submitted raider previous NOA No. 07-0828,09) 10. Laboratory compliance letter for Test Reports No.'s FTL-3947 and 47"955, issued by Fenestration Testing Laboratory, Inc., both dated:Q�Ast/04, jigned and **00:0 sealed by Edmundo J..Largaespada, P. E. 0 0 0.0 0 • • . • *fees* (Submitted under previous NOA No. 04-0712.02,1 • • • * • 00 0• .0000• G. OTHERS 000• . 00 0000. 1. Notice of Acceptance No. 12-0308.40, issued tc ES Window] , t, % for t4ejr Aeries � � . . . "3000 Aluminum Outswing French Doors iv/ wca Sidelites-.LJYLi ", appr%ved on • . • 05/24/12 and expiring on 09/16/14. 0096:0 •• . • • 00 • 0000 • •0000. 0 • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0722,13 Expiration Date: September 16, 2019 Approval Date: September 25, 2014 E-3 148 3/ FRAME Ii AND 33 SURFACE APPLIED � 6° MAX. NMUINM AY BE t HEAD/SIL (XrRNERt \ F LOCK GIABOM-- ya SEE SHEEC2 --- I _ - FOIL 541, If 7,6rACTNE 1 ` t ; 12" 29 5/16° ` 28 s/ta~ - 28 S/18" BUTT t O.L OPO. DA. OPG: t a0 EE S- O.L. OPG. }++ F t AI 33 6/16' 38 t3/1(" 33 5 /16' PANEL WIDTH LEAF WIDTH ( 6XXO ; : PANEL YBDTH i 711?TCAL. ELEVATIC:JS T -WO UNITS 0" gas S13RILS_LUM OUTSWINGIi 1?9QT� Aesl APPROVAL A. -PIM TO Sii',=T (X) AND DOUBLE 4x) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. INSTRUCTIONS: . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPIDy4 • • • 11S£ CHARTS AS Pm.LOW6. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCitt• • • •p �DETERMINE DESIGN WIND LOM REQUIREMENT BASED HURRICANE ZONE (HVHZ). ON WIND VELOCITY, BLOC. HEKHT, WIND ZONE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 10. TRAt4R • • • • • • asmG APPUCARLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. • • • • • • • • AOR SINGLE (X) ANO DOUBLE (XIX) DOOR CAPACRIES ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEET 2. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE VALUES FROM mass. HINGES, tope AND FRAME SL aPrmNS T)gEp. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1- A PART OF THIS APPROVAL. • • • • • • • • • • A LOAD DURATION INCREASE 5 USED IN DESIGN OF ORS gTTO WOOti ONLIY. • • H DOOR OR MUME SMOULFORWL EN �AMITYICHAON RT ON SHEET 2.2 MATERIALS INCLUONG BUT NOT LIMITED TO ST ALSCR THRf • • • VALUE RESULTING FROM STEPS 2, 3 COME tlVTO CONTACT WITH OTHER DISSIMILAR MA �FaL 1 T THE• • • • • • ANDsa�S STHALI' APPLY TO ENDRE SYSTEM. REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 3b.4. ••• • • • • ••• • • 11�tl 6° 3' + PIVOT HINGES 1 SEE SHEET 2 r G 4A'! -_ FOR CAPACITY \ LOCK DPTIQNS( t8L 1 • •• •• • • • •• •• 78° E WIDTH 73" �V t 00 & SILL 11�tl 6° 3' + PIVOT HINGES 1 SEE SHEET 2 r G 4A'! -_ FOR CAPACITY \ LOCK DPTIQNS( t8L 1 � h 11�tl Qin W G G 4A'! 1 \ LOCK DPTIQNS( ui 4 -SEE FORW�� %Z 11. 1 g �M ACTIVE -- -- \' rJACT ---'-- -- ^gz� 28 3/18' V XTRIINBWBBI-• y-p,l, iiillR plying vvuhdv Roma mtco No 11j4 nut^ Yr•r•:c: i.,,:,i.N YJTEi i 1lra80fi FUNIC BOLTS ARE CONCEALED ON INACTIVE LEAF n p AND EXPOSED ON ACTIVE LEAF SEE 7ETAI 0 ON SHEET S. i N, i� � 6 aryry GO W V tl THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, yp 4 E412n �g D n C.A.N.-3$387{w ya 8 8 iF drawing no. W04-59 Sheet y_�T 17 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSP GLASS AND HARDWARE OPTIONS DESIGN LOAD CAPACITY - PSF (GLABS AND HARDWARE OPTIONS FRNXE HDWT FRAME MDTH FRA+eE Ik7181i INCHES GLASS TYPES RINGES LOCKS 'A% 'B' & 'D' I 'C' & 'E' 'F' OPTION I, I OPTION '2' OPTION -'I' OPTION 12' INCHES ' W. (+) INT. (-) I EM. f+) 10. (-) I W. (+) INT. (-) EXT. + WT. (-) EXT. (+) WT. -) W. +) NT. (-) EM. (+) W. (-) 71-3/4 70R SOA 90.9 P. 100.0 120.0 80A f00.0 !WA 700 S 100.0 120.0 38-6/a - ooA tA0.0 120.0 90 O.o r000 TzoA .o t000 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. _OmON Att THREE PIECE ALUM DWT HINGE BY 'E.S. WINDOW {3) HINGES PER LEAF AT 11' FROM TOP & BOTTOM AND AT MIGSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X t° FN sMs (a) Sdt /s AT FRAME, (S) SCREWS AT LEAF FACE MOUNT 2 ONG PIVOT M40E BY 'MASTER ACCESSC WITH EXTRUDED ALUMINUM BASE, DE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND QALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12' FROM TOP & 6071061 iFASTENED TO DOOR FRAME AND LEAF MOTH 5/16-24 X 1' FH MS (2) PER WING HEIGHT - LEAF HUGHT -.8.1675' (ST0. F1 i'. RMQ, D.L.O. HEIGHT n LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) Dd.0 WIDTH - LEAF WIDTH - 8.628" _ WMTHSt NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAY= on. 2/6 (X) DESIGN LOAD CAPACITY - PSF (GLABS AND HARDWARE OPTIONS 28-11/18` FRA+eE Ik7181i INCHES 3/0 00 - GLASS TYPIC ' - HINGES 3/4 (1Q _ FRAME Wi01F1 . 'B' !c 'D' . 'L:' & 'E' 'F' "OPTiou 'I OPTION '2' "GmbH 'v I Om011 INCHES W. +) INT. {-) EXT. +) INT. (-j EM. (+) WT. (-) EXT. (+ INT. (-) EXT. + W. (-) EXT. +) INT. (- INT. - 59-3/4' 71-3/4 70.0 80R 90.0 90.0 90R 90.0 90.0 90.0 90.0 90.0 12LOW 70.0 90.0 80.0 00.0 95-3/4 78 78° 90.0 80.0 90.0 90.0 90.0 1 90.0 90.0 90.0 70.0 80.0 90.0 90.0 _OmON Att THREE PIECE ALUM DWT HINGE BY 'E.S. WINDOW {3) HINGES PER LEAF AT 11' FROM TOP & BOTTOM AND AT MIGSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X t° FN sMs (a) Sdt /s AT FRAME, (S) SCREWS AT LEAF FACE MOUNT 2 ONG PIVOT M40E BY 'MASTER ACCESSC WITH EXTRUDED ALUMINUM BASE, DE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND QALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12' FROM TOP & 6071061 iFASTENED TO DOOR FRAME AND LEAF MOTH 5/16-24 X 1' FH MS (2) PER WING HEIGHT - LEAF HUGHT -.8.1675' (ST0. F1 i'. RMQ, D.L.O. HEIGHT n LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) Dd.0 WIDTH - LEAF WIDTH - 8.628" _ WMTHSt NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAY= on. 2/6 (X) 3t-1/2' 28-11/18` 20-1/16- 3/0 00 37-1/2' 34-11/ti 26-1/10' 3/4 (1Q 39-5/8' 38-13/18" 28-3/18' 5/0 000 59-3/4' 26-11/18' 20-1/16 6/0 (RIX) 71-3/4' 34-11/18' 276-1/16- 6/4 (X10 78° 38-13/18' 28-3/r8' 'ATE!•i i • ••• •t' • ••• DOOR WIDTH 6W HEIGHT •RUL •COMPLT WTVI .@GMS M2E*M"ENiS J" "(: WAW Rt4L*RE:' : . . LOCXING HARDWARE: ['SURFACE MOUNT DEAD BOLT LOCH BY 'YALE' AT Or FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED 70 ACTIVE LEAF LOCK STILE WITH (2) 1/4-26 X 2-1/2° CH MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) p8-32 X 1-3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SULUM&N & ASSDC.' MANUALLY OPERATED LEVERS MOUNTED ON STELE FACE, LOCATED AT 12' FROM TOP AND BOTTOM FASTENED 70 LOCK STILE WITH 08 X 3/4° FH SMS (2) SCREWS PER BOLT OEM p2• 3 POINT LOCK SYSTEM BY lNTERLOC%' AT 39' FROM BOTTOM .. - . HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SRLL KEY OPERATED ON EXTERIOR. AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2° OH MS INACTIVE Lfpe CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOW -MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT le FROM TOP AND BOTTOM FASTENED 70 LOCK STILE WITH #8 X 3/4' FH SMS (2) PER BOLT HBIGHTSt DAYLITE CPR HI -f iRpltl,E • • • • • • • a NOMINAL HIMIT FRAME HEIGHT LEAF HEIGHT S07TOM SH=012 RAIL • • • • GLANiT�FFSS CAPACITIES ON THIS SHEET ARE 6/8 79-s/a" 77-1/4" 89-1/� 6s- 1e° •• •• • •• �N ASTM E7300-04 (3 SEC. GUSTS) 8/0 95-3/4- 93-1/4' 85-1/18' at- ts° • • • • • �FlORIOA BUILDING COMMISSION • • • • • DE TORY STATEMENT OCA05-DEC-218 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TER WITJTMTlOff_L3MATlOkLS,• WHERE W AM INFILTRATION RESISTANCE 15 REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOW& STD. SILL - +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS +12D.0 PSF (X DOORS P14B99Ci (IRt!IFJip �yM�.wlM lii 14w1�• PRODUCT RDNRWDO m m*ylaa wlib Rha Fiothln Dnitdwacode. 2� r j 5 Acceptance M' tfLG c� o Data$0.2 :2 !J Miom nit. Proaict ca_ / 10% q o drawing no. W04--51 FRAM$ WIDT A ' STATIONARY PANEL (0) OR SIDELITES (0) D.L.: D.L.O. HEIGHTOPENMGS= LEAF HEIGHT - 8.187W (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9378' (HI RISE SOL. PAIL) D.L.O. 'WiVii PANEt WIDTH - 4.5104' 3/18" H.S. GLASS 3/18' H.S. GLASS .090' INTFRLA'ER .090' 44TE"YER 'DUPONT SENT+'YM" 'DUPONT SDTACITE PVW H.S. CLASS lit 3/18" H.S. CLASS SILICONE 00� N CORNING 785 (r+ DDOW 798N 33 s WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRARON RESISTANCE S REQUIRED DESIGN LOAD CAPACITY - PW FRAME HEIGHT FT./IN. FRAME WIDTH INCHES OI40 TYPES 'A, 'S', 'D' C'. 'E' 'P' W. (+) A. (-) EXT. (+) INT. (') EXT. (+) W. (- 6/8 42 70.0 60.0 80.0 90A 904 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 00.0 8/0 38 70.0 804 67.6 87.6 904 90.0 9 (0) D.L.: D.L.O. HEIGHTOPENMGS= LEAF HEIGHT - 8.187W (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9378' (HI RISE SOL. PAIL) D.L.O. 'WiVii PANEt WIDTH - 4.5104' 3/18" H.S. GLASS 3/18' H.S. GLASS .090' INTFRLA'ER .090' 44TE"YER 'DUPONT SENT+'YM" 'DUPONT SDTACITE PVW H.S. CLASS lit 3/18" H.S. CLASS SILICONE 00� N CORNING 785 (r+ DDOW 798N 33 s WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRARON RESISTANCE S REQUIRED DESIGN LOAD CAPACITY - PW FRAME HEIGHT FT./IN. FRAME WIDTH INCHES OI40 TYPES 'A, 'S', 'D' C'. 'E' 'P' W. (+) A. (-) EXT. (+) INT. (') EXT. (+) W. (- 6/8 42 70.0 60.0 80.0 90A 904 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 00.0 8/0 38 70.0 804 67.6 87.6 904 90.0 (0) D.L.: D.L.O. HEIGHTOPENMGS= LEAF HEIGHT - 8.187W (STD. SOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9378' (HI RISE SOL. PAIL) D.L.O. 'WiVii PANEt WIDTH - 4.5104' 3/18" H.S. GLASS 3/18' H.S. GLASS .090' INTFRLA'ER .090' 44TE"YER 'DUPONT SENT+'YM" 'DUPONT SDTACITE PVW H.S. CLASS lit 3/18" H.S. CLASS SILICONE 00� N CORNING 785 (r+ DDOW 798N 33 s WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRARON RESISTANCE S REQUIRED UWT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS + STD. SILL m +70.0 PSF HI -RISE SILL = +90.0. QSF. .500 2400 C.Fll am, S[LL $L-RI9E 9TLL H.S. CLASS 090' INTERLAYER DUPONT SUTACITE PV8' t/8' H.S, GLASS slucONe DOW CORNING 788 H3 090° INTERLAYER DUPONT SUTACOE PVW 8/32' H.S. CLASS SILICONE \\ ['DOW CORNING 796 GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' W OLASS TYPE 'D' I/8' H.S. GLASS ,1/&' H.S. GLASS .080- +NTERLAYER .+IAO' IN1EI!AY& 'DUPONT SEHTRYGLAS' 'DUPONT SENTRYGL S' 1/8' HS. OIASS I/8' H.S. GLASS 0OW CORM40 705 • • DOW ONE GGRNWG 09 • • • • • • • • • GLASS TYPE 'E' i i GLLS 7�� ' • • • • • i • • • • • GLRl,INC OPTIEN$ • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • PRODUCTRIINEWSD vs complying with to Fkdda Daildta6 Cade /�] rS i ij 3 + Acceptance No - (.f (j, a .L Z®27 : e— .uWaGAHhAp .yumt Dade Hodokl Cmarol LWO. Flfw PE / 70892 C.A.N. 7938 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-218 pYRHUCT q$Vd9PB 10 N1FY wiM Hs pla+ldA A� 2" 0 go J atl Q � grM� M V Z_S Wn drawing no. W04-51 ffJJ N�t—♦♦-W fit N A yy (,� N N �� 0 c m�z1a rha mci» C01a4d9s c msai +ws seer e o o � a �°�ffi3�am� -A b 10� ie 5rbo ffigffi1ffiffi b bbo bb o ffiffioffi b b bbd • m e �+ � o@ III,! lipo 0 0 0 0 0 0 o b o 0 0 „S Rill bj d�cSc1 b b b b b�u S�@offiffi b b bib b ffi�ffio o b o b i+§1 b o� Lill a o C� V 0 no ons: ^escr on SOW -3000 AUM OUfSWM I DDDR (L 1tJ) jh E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MM. FL 33166 I: h1. (308) 820-TnS FAX (305) 624-7M . 0 Oe.I W4=M F" 2M FM c m�z1a rha mci» C01a4d9s c msai +ws seer P AIL-FFAROOQ CORPORATION a EM a PROD= 0RVr.LGPNMNr f 923`5' S.W.87AVE NIPM, FLORIDA 33174 •Rd. CrIG8i�4-i'00` PAX.B�2&26978 _ COMP -ANL W04-91ESV 4 A TYPIC4L. ANCHORS V GS SEE EIEVAMONS FOR SPACING iffy ,p ESE • x1000 BUCK a O21 , IS 8 a 13 cvh 4* MDL THR3 a�W BOLT PENETRATION 6 S1 1 OPrONAL 0 .0 , ;w�SAINsPinAA B TN9•BOLT 3 PENETRAROH �` JI wo SRL Ib Ib S4 2 HI -PROFILE BOTTOM RAIL B 8 14 • • • • • • 1 \ 4 Wm JTS um"STARONARY 7 • v , • • • • • • < _ ... • . : a M-RTSB MIAMB SILL CW91. ' a.. . v'' >� ° • '•• . • v ` v.•' . • . e • •', : ^ ° APPLICABLE TO aiAilo)oARy ��PE e_7}." • e a5w TMOAL ANCHORS AND OPERABLE eELEV. eO�RTrs X /2^TL ANC3/irXI—/�E £Y FOR sPACINO S/1SEE o �AcwO. • • E��P� tISfLE WEEP SLOT AT 91DE1JTES • • • • 1% BILI. TAX COORS • • • AeoDwleptuneeNo �• y ,L7 } 1' EOSE asr. • • • • • • • • bo" D°`0 / 9 •• • .• STATIONARY UNITS • • • • • • QPEXPAI3LI? TJK= nilmnf n P,aduci Cbnmol 7 • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • dWraQW7 shs ` TYPICAL ANCHORS r� SFAACINA7QJ� I A y APPI MULUON &e MULLION ANCKIXiS O �d SEE SEPARATE NCA v W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS p Q MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q TYPICAL ANCHORS _ tp SEE ELEN. FOR SPACING fl J PICAL ANCHORS: sm ELEv. FGR sPAcma J/4' Dti% ULT 6CDN' 31 ` 9,' (6-17: 9% "155 xm)- INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD U 1BY BUCKS INTO CONC. OR MASONRY -1/4" MIN, EMBED INTO CONC. OR MASONRY w` DIRECTLY INTO CONC. OR MASONRY U 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING C_CREWS (GRADE 2 CRS) yj a INTO MIAMI--OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") :g 3p M , 'j INTO METAL STRUCTURES 3 CZ STEEL : 1/8" THK. MN. (Fy n 36 KSI MIN.) z ti ALUMINUM : 1/8" TRK. MIN. (6063-T5 MIN,) 01 (STEEL IN CONTA'T WITH ALUMINUM TO BE PLATED OR PANTED) Vl N TYPICAL EDGE DIMNCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONORETE AT HEAD. SILL OR JAMBS PC m 3000 PSI MIN. 0.40 HN_LOW/FlLLEO fC OCK A•. JAMBS :"m A 2000 PSI W4i � g o o FIRM ANTS: @i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH y g WHITE/ALUMINUM COLORED SSLICONE. .. ruQ00a,UVItiND M ow" p{y1 I ft to vise^ a &apr:.dAVA�auuD PRODUCT RMWED e m wmplYN3 with 16a Flortdo CAF•NA td4*0alo"'13 otrce tib �° (o ZOi1 �p\'�. Browing na Miami Dad: FraQm:t C+ntr" ,� VU04-51 �Q' sheat ¢ol y w A TYPICAL ANCHORS CSEE ELEV. fOR SPACING s Y ti • (FLUSH BOLTS AT ACTIVE AND iNACTAFE LEAFS INTERIOR EXPOSED FLUSH lK1ftS MUST BE ENGAGED OUR@tG PERIODS ft AT 1O" FROM EACH END OF HURRICANE WARNING] CONCEALED FLUSH BOLTS 12 AT f W FROM EACH END IN -ACTIVE LEAH S f IL a OH ak OPTIONAL TRIM --<k z:,j OMONAL REINFORCM SEE SHEET 2.2 FOR CAPACITY io FT.91.8 LE, HSS $` X 1 ,! 7 2 /(STEEL TO BE PAINTED OR PLATED) Q O I n (X-0) g d 3 fnan FtA� 'pCML� tw wl9�LIM tAIwRA Fll�fs CAN.5939 ■YfdleTt Codi WOLF -51 Ther i soy , UDEUTE PANEL WIDTH I LEAF W@TH FRAME MOTH _ EXTERIOR OPTIONAL REKIVeGMO bSW EE SHEET 2.2 FOR CAMIY ( OXXO X 2°X.99"Y 119" FULL ' LENGTH STL WANNEL (STEEL 70 BE PAINTED OR PtATEO) lay WOOD SOCK 1/4" AM. sHRf O ® 2 S 2 13 ACTIVE LEAP Ij 1: 18 3G 4 i• i t9 • •• • • ••• e • • • • Ole • • • • • TNl, 7CAL ANCHORS PRODU T 1 ACING LEAF WIDTH Building Cad • • .• • ..• T }�.• Arn a,Nr • • • TIMMoa • • i • • • E�'=�OR i • •• • • • k • .• Mimi Da&j . ..... . ... . ...... . .... s Y ti • (FLUSH BOLTS AT ACTIVE AND iNACTAFE LEAFS INTERIOR EXPOSED FLUSH lK1ftS MUST BE ENGAGED OUR@tG PERIODS ft AT 1O" FROM EACH END OF HURRICANE WARNING] CONCEALED FLUSH BOLTS 12 AT f W FROM EACH END IN -ACTIVE LEAH S f IL a OH ak OPTIONAL TRIM --<k z:,j OMONAL REINFORCM SEE SHEET 2.2 FOR CAPACITY io FT.91.8 LE, HSS $` X 1 ,! 7 2 /(STEEL TO BE PAINTED OR PLATED) Q O I n (X-0) g d 3 fnan FtA� 'pCML� tw wl9�LIM tAIwRA Fll�fs CAN.5939 ■YfdleTt Codi WOLF -51 Ther i soy , • •• • • • • • •• • • • • • • • • • • • •• •• • • • •• •• ITEM j PART 0 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIBR/RRMARKS I ES3001-1 1 FRAME HEAD 5083-T8 2 ES3001-2 2 DOOR FRAME JAMB 8083-T8 3 ES3002-1 1 FRAME SILL (STANDARD) SOS3-T5 3A ES3028 1 FRAME SILL (HI -RISE) 8063-T8 - 4 E33003-1 AS READ. SIDELRE ADAPTER 6083 -TB - 8 ES3004 AS READ. SHIM PLATE 0 ANCHOR LOCATIONS 6063-T8 3" LONG 6 ES3006-1 2/ LEAF TOP AND BOTTOM RAIZ. 8063-T6 - 8A ES3024 2/ LEAF FN-PROFL.E BOTTOM RAI. 8003 -TB 7 ES3008-1 1/ LEAF DOW LEAF JAMB - HINGE SIDE 8083 -TS 8 ES3007-1 11 LEAF DOOR LEAF -_LOCK SIDE 6083-T8 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6083-T8 - - . 10 ES3008-1 A4 REOD. SIDELBE STILE 6063 -TS - 11 Fe -1202-914 2/ LEAF EXPOSED RUSH SILT STEEL SUUNAN & ASSOCIATES 12 FS -t202-914 2/ LEAF CONCEALED FLUSH SOLT STEEL SULLIVAN & ASSOCIATES 13 ES3911 AS REOD. JAMB TRIM 6063 -TS OPTIONAL t4 ESW12 i SILL COVER 6083-T8 - 16 1 16 ES3013 ESM14-14/- 2/ LFR$ WEATHERSTRIP ADAPTER rPA&L C` -AMP 6083-T8 600-I6 17 ES3003-3 - 3/ LEAF MOE ASSEMBLY 6083-76 SEE SHEET 2 17A - 2/ LEAF PNOT HINGES - SEE SHEET 2 19 - DOOR LOCK (SAVANNAH 2O1SIa YALE 20 - ORAD BOLT LOG( (PREMIER) - YALE 21 IV2232ING AS REOD. FIN -SEAL PILE W%MPPING - ULTRAFAB 22 TS3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIPEUTE PANELS 23 - 1/ HINCE HINGE REINFORCING 8M ALUMINUM 1-1/4"X1/8'X4-1/4" LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8' THK. X 7-7/8- LONG 26 YB - - - -_ 2/ LEAF AS ROOD. 3/8" M THREADED ROD W/ NUTS FRAME ASSY SCREWS STEEL - - #10 PAN HEW SMS 27 - AS REQS. MULLION REINFORCING CHANNEL A36 STEEL - 28 M4014 AS REOD. BOTTOM RAIL MASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS READ. 3/8' DIA. X 1/8' HT. W MPER SILICONE FRANK LOWE RUBBER CO 31 ES4Q13 AS REOD. YtE00E O4SKEI' EPOM OUROMETER 73&3 SHORE A 32 ES3022 2/ STILE FLUSH iK1IT BRACKET 6083-T8 33 2/ BIT. BMACKET INSTALLATION SCREWS #10 X S- FH SMS 34 Q/LON AS REDID. DOOR PANEL WSTRIPPINO SCHLEGEL PROAUCYRRNHWBD 11144 nI with iho FIFA-Ia��W}(e,��,o '�C.arnt.�Jg3`�°tl4 r �J Acaplmuo 'M R • ButldtnBCodo^�j�'" Miami FTado 14nditN (iomml uvow> as Whb *4 10oee g[o vu arov,uLq �o. W04-51 sheat 6 ct 7 M ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • �M1.779 1-�j,.381I� Y -I + 4.378 p 91 t.� 2250 .225 to5 T st WEDGE GASKET I- tct) 4.312 + .999Q � s A78 ��I 3I, 2.018-+12.128 t Q FRAME HEAD/JAMBr-3,350-19 3.350 .078 _ 19 W � V 8 1.808-y oe• .3>]8 95 2.874 a ® I I ® � I � a.00 t9 WEATHERSTRIP ADAPTER ® SHEAR PLATE a FEEL FMN �: 11 Q+ 3.378 8 ' _ I .079 .048 qA5f2 I I cow I 3 soo 1s JAMB TRIM (OPTIONAL) 2.000 ® U �_. IS . t.1ta 0.A90 t7 3 PIECE HINGE a $�"t! (� TOP/EOTfOM RAIL::l �� 1.831 s� .128 2.000 FRODUCfRENBWED c6comWYL+9�+��OFIMWe f$ Ng Af 04 2b7a 0 �385� to PAN: L. CLAMP n�■-�o�� pueptwna Ira 0 2.000 T .750 --- MULLION CJ REINF. CHANNEL 1�Y M1a Cv © SIDELITE ADAPTER ( L780 .9zt 2.167� .490' A70 i L - T .-�c I e�91'�!'R�AIIi¢A r ev149f#ellfalda �■ �b 1 I .�! I _ its p I 1.148 .082 ---y8 7 T to SIDE LITE STILE .078 a•� 0± a f ^ $ } 090 • i • i • • • • .•13 • • .OBa. V4 SILL COVER ��.** • • "11 i • • • • • • • • • 7.780 s FRAME SILL (STD.) t,ggy 1 o d o 4.000 1.780 .890 • . . 1.984 Ago 1.780 . : : .• 1.145 .az ago 2.000 '0^:'w 9ML PAXT FLA, PE 3838 ��, $ C 3 iS b o • •H7O .o7e .913 i • • • a.00o l� HINGE STELE 108 9 LOCK SPLEA&EPER AM er+ HI-AOFILE•BOTTOM RAIL ® FRAME SILL (HI -RISE) � -� atteot6.toE 7 ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • z In4 18 16 p. , p fA% z � . ri, go DOOR LEAF.CORNER STATIONARY PANEL ORIDELITE CORNER vaquiJC: iwvdYli+d p W wish oftt Orw am •• ••• •• • • • •• Eat: 1N• O a FRAMEO�j TPQM (QCjN�R •• ••• • • �mu YIaB� Florida •• ••• 3a11dIn8�.,F0.P•F. Ri 9 � n • • AarptateeNo 'T'� (.L. j,.7 • •• • • • • •• �" iN04-59 • • • • • • • • Mi I)adc ProduM Coatro nhaat 7.+f • • • • • • • • • • • •• •• • • • •• ••