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WS-14-392Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208190 Permit Number: WS- 3- 14-392 Scheduled Inspection Date: April 23, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 466 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: HURST AWNING COMPANY INC isunamg Department comments Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060170450 ROLL UP 6 SHUTTERS AND REMOVE/REPLACE 2 Infractio Passed Comments WINDOWS I INSPECTOR COMMENTS False April 22, 2014 For Inspections please call: (305)762 -4949 Page 10 of 37 Inspector Comments Passed 0�/'c Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 22, 2014 For Inspections please call: (305)762 -4949 Page 10 of 37 �31 1 Miami shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 MAR 0 6 2014 Permit N& Master Permit No.jk)s ]Lt 3C Permit Type (circle ' Build in Electrical Plumbing Mechanical Roofing Owner's Name (Fee S' le Titleholder) C� c- �`i1 6— fl (`e id Phone # ` 35 / ? ` 73.3 Owner's Address`. City 1 State 1` Zip 3.313 J Tenant/Lessee Name Phone # Job Address (where the work is being done) F [c) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name �. f'� ( G -71`1 t r t Phone # 305 — ley q 3 Contractor's pAddress G (0 ` ; ! `` City t�1 iGl1r.1 State zip 1`�� Qualifier `, t y �'1 CA r 6, Architect/Engineer's Name (if applicable) t" -0 Phone # 0 $ Value of Work For this Permit qJ( 3 ( t Square Footage Of Work: C�2 t Q Type of Work: ❑ Addition Describe Work: � t d` New ❑ Repair/Replace ❑ Demolition Submittal Fee $ - Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the a ch posted notice, the inspection fwill.not be approved and a reinspection fee will be charged. v , M' (i Signature Ov6pf or Agent / " Contractor The foregoing instrument was acknowledged before me this L ` b The foi day of c�2 20 , , by •C -D 2/ �vAlf� -/� _Wday of wm� v is personally known to me or who has produced is As i n 'fic ion and who did take an oath. NOTARY Sign: / Print: L" NOTARY Sign: Print: instrument was acknowledged before me this 3 20 /4/ by known to me or woo has produced_ did take an oath. EE846447 My Commission Expires: ',v °�\1vs' 2 °rte ��'F�, ; My CommisI In Expires: - - -� #DD9j� Of Competency Holder) AbWWV State Certificate or Registration No. �p / Certificate of Competency No. � « %tnotu�pNe� APPLICATION APPROVED BY:/-.*" Chc 12 /15/03 Plans Examiner Engineer Zoning MANUFACTURES OF HURST IT LU [13 HURRICANE SHUTTERS DADE CC# 000010393 6865 N.W. 36th Avenue BROWARD CC # 843568 -A -R AWNING COMPANY. INC. Miami, Florida 33147 � Phone: 305 - 693_0600 CGC # 062357 CUSTOMERNAME 42tNi a� CONTRACTOR ADDRESS ` APPROXIMATE CITY L '"''`� PHONE (HM) _ STATE FCC- ZIP CODE WORK Wq TAX FOLIO # FAX Y DATE % JOB NO: COLOR:' A its ❑ Bronze0 Beige ❑ Ivory CUSTOMS COLOR OPG # WIDTH x HEIGHT MOUNTING STROM PANELS ACCORDION - COLONIAL -RO"P I BUILD OUTS MISCELLANEOUS X ww wf Alum H -Hdr F -Trk D.M. Ver. HT100 Col Bah R -Ru 1 -3" B-9° cf Steel U -Hdr SA 2-SA Harz. Super Deco Deco S-Ru 4-6° Beam X wf Alum Steel H -Hdr U Hdr F -Trk SA D.M. 2SA Uer. Harz. HT100 Su r Col Deco Bah Deco 1 -3" 4 6° 6-9° Beam aw X V Alum H -Hdr F -Trk D.M. Ver. HT100 Col Bah u 1 -3" 6-9° cur Steel U -Hdr SA 2-SA Harz. Super Deco Deco u Beam X Alum H -Hdr F -Trk D.M. Ver. HT100 Col Bah 1 -3" 6.9° cw Steel U -Hdr SA 2-SA Harz. Super Deco Deco u 4-6" Beam X Alum H -Hdr F -Trk D.M. Ver. HT100 Col Bah - u 1 -3" 6 9° Steel U -Hdr SA 2-SA Harz. Super Deco Deco - 4-6" Beam X Alum H -Hdr F -Trk D.M. Ver. HT100 Col Bah 1S" 6.9° cr Steel U -Hdr SA 2SA, Harz. Super Deco Deco u 4.6" Beam X wev wt H -Hdr F -Trk D.M. Ver. HT100 Col Bah 1-3° 6-9" cf U-Hdr SA 2-SA Harz. S r Deco Deco 4-6' Beam A unv wf H -Hdr F -T D.M. Ver. HT100 Col Bah - u 1 -3° 6 9° cw ct U -Hdr SA 2SA Horz. S r Dam Deco S Ru 4 6° Beam r X Mu wf D.M. Ver. HT100 Cal Bah R -Ru 1 -3" 6 9° cw Cf SA 2-SA Horz. Super Deco Deco S-Ru 4-6" Beam X ww wt I F- rk D.M. Ver. HT1M Col Bah R -Ru 1-3" 6-9" cur ar S 2-SA Harz. Super Deco Deco S-Ru 4-6" Beam X ww wf gHHd F -Trk D.M. Ver. HT100 Cal Bah R -Ru 1-3" 6-9° cw cf SA 2-SA Harz. Su Der Deco Deco S-Ru 46" Beam X ww wt F- D.M. Ver. HT100 Cal Bah R -Ru 1 -3° 6-9° �+ cf SA 2-SA Harz. Suner Deco S-Ru 4-66' Beam X ww wt Alum H -Hdr F- rk D.M. Var. HT100 Cal -Ru 1 -3" 6 9° cw Cf Steel U -Hdr S 2-SA Horz. S r Deco S-Ru 4 6" Beam X ww wf Alum H -Hdr F -T D.M. Ver. HT100 Col tDeco R -Ru 1 -3" 6.9° cw cf Steel U -Hdr SA 2-SA Harz. Su Der Deco S-Ru 4-6" Beam X wu/ wf Alum -Hdr F -T D.M. ver. HT100 Cal R -Ru 1 -3° G9° of St eel Hdr SA 2-SA Horz. Su r Dew S-Ru 4-6" Beam X wf Alum H dr F- rk D.M. Ver. HT100 Cal R -Ru 1 -3° 6.9" cu/ I of Steel I U-Hdr SA 2-SA Harz. Su Der Deco Dew S-Ru 1 4-6' Beam X ww wf Alum -Hdr F -T Q.M. Ver. HT100 Col Bah R-Ru 1 -3" 6.9" cw Of Steal - r S 2-SA Harz. Super Dam Deco S-Ru 4-6" Beam X ww wf Alum - r F -T D.M. Ver. HT100 Cal Bah R -Ru 1-3" 6-9° cw or Steel U-97H g 2-SA Horz. Super Deco Deco S-Ru 4S° Beam X ww Alum H -Hdr -Tr D.M. Ver. HT100 Col Bah R -Ru 1-3" 6-9° cw of Steel U- dr S 2-SA Harz. S r Deco Dam S-Ru 4-6' Beam X ww wF Alum H -Hdr D.M. er. HT100 Col Bah R -Ru 1 =3° 9° cw cf Steel U -Hdr SA 2-SA Horz. Super Dew Deco S Ru 4S" Beam X war wr Alum I H -Hdr D.M. Ver. HT100 Col Bah R-Ru 1 -3" 6-9° cw Cf Steel I U -Hdr SA 2 -SA Horz. Super Dem Dew S-Ru 4-6° Beam X WN wf Alum H -Hdr D.M. Ver. HT100 Col Bah R-Ru 1-3" 6.9° aw of Steel U -Hdr SA 2-SA Harz. Suner Dam Dew S-Ru 4S" Beam X ww wf Alum H -Hdr D.M. Ver. HT100 Col Bah R -Ru 1 -3" 6-91 aw cf Steel U -Hdr SA 2-SA Harz. Super Dew Dew S-Ru 4S" Beam X ww wf Alum H-Hdr F-Trk D.M. Ver. HT100 Col Bah R -Ru 1 -3" 6-91 cw cf Steel U -Hdr SA 2 -SA Harz. Swmr Dem Dam Mu 4 6° Beam X ww wf Alum H -Hdr F- D.M. Ver. HT100 Col Bah R -Ru 1 -3" 6-9" cw d Steel U -Hdr SA 2-SA Harz. Super Deco Deco I S-Ru 4 6" Beam ShutterAArindow Materials .................... $ o Misc. Materials Sub Total Sales Tax ............................... $ Installation ............. ............................... . ®® Permit & Engr ..................... ....... . mc4M Job Total ........... ............... $ 3r APPROVED BY CA CHARGE CARD ORDERS: ❑ MC ❑ VISA PRINT NAME ON CARD Account # Exp. Date Signature 50% Deposit Amount . ..............................$ AM i coy 40% Amt. Due Upon Installation ...............$ I WAK Due Upon Fimagnspection/O... Name) (Purchaser - Please WHITE - OFFICE / YELLOW - SALES REP / PINK - CUSTOMER Here) 'I z CERTIFICATE OF LIABILITY DAT714D /YYYY) INSURANCE 3 / 3 / 2 2 014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER Keyes_ Coverage Insurance 5900 Hiatus Road NAME: Karen NOld PHONE A/C No Ext: (AICNo):954-724- 024 ADDRESS: knold@kevescoveracfe.com Tamarac FL 33321 PRODUCER CUSTOMERID :11996 INSURER(S) AFFORDING COVERAGE NAIC$ 10/31/2014 INSURED Hurst Awning Company, Inc. INSURER A: Travelers Pro Cas of America PREMISES aoccainence INSURER B: Charter Oak Fire Ins. Co. 25615 R &M Equipment Services Inc. INSURER C: $1,000,000 6865 NW 36th Avenue Miami FL 33147 INSURER 0: GENERAL AGGREGATE INSURER E: GENt AGGREGATE LIMIT APPLIES PER: X POLICY E LOC PRODUCTS - COMP/OP AGG INSURER F: k:UVCKAUtb CERTIFICATE NUMBER- 144 r;,7tititirs RRVtctnut All UcIr -Q. THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, 'THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILLTTR TYPE OF INSURANCE POUCY NUMBER POLICY EFF WDD/ POLICY EXP MIDD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR Y 660918K4302 10/31/2013 10/31/2014 EACH OCCURRENCE $1,000,000 PREMISES aoccainence $100,000 MEDEXP Anyone Parson) $5,000 PERSONAL B ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENt AGGREGATE LIMIT APPLIES PER: X POLICY E LOC PRODUCTS - COMP/OP AGG $2,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Y 81091OK4302 10/31/2013 10/31/2014 COMB114EDSINGL.E LIMIT (Ea acciderd) $1,000,000 X BODILY INJURY (Per pereon) $ BODILY INJURY Per accident) $ X PROPERTY DAMAGE (Peracciden) $ X Camp Deductible $1,000 Collision Ded $1,000 UMBRELLA LUU3 EXCESS UAB OCCUR CLAIMS -MADE N / A EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y E N OFFICER/MEMBER EXCLUDED? (Mandatory in and It yea, deatxibe under DESCRIPTION OF OPERATIONS bw $ WC STATU- O - T Y LIMITS E $ E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Certificate holder is included as an additional insured when required by written contract * Except 10 Day Notice for Non - payment of Premium Insured installs windows & shutters. /�L't1TI L- I/�ATG' LIAr 1\1' -'f SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED City of Miami Shores IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 t ®1988 -2009 ACORD CORPORATION. All rights reserved. ^�� -�� %6 wwwai Ins Awmu name and logo are registered marks of ACORD 8 a� �? JVI44J4 '�D� CERTIFICATE OF LIABILITY INSURANCE DATE 3/6/2014 N /6/ 014 " THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement (s). PRODUCER Commercial Lines — 800 - 868 -8834 Wells Fargo Insurance Services USA, Inc. 6100 Fairview Road CONTACT NAME: PNONE . 888 -572 -2412 � NI I: ext 67618 E -MAIL carts soi.COm ADDRESS: G LIMITS Charlotte, NC 28210 INSURE S AFFORDING COVERAGE NAIC # INSURER A: Hartford Fire Insurance Company 19682 INSURED Strategic Outsourcing, Inc. INSURER B EACH OCCURRENCE $ PO Box 241448 INSURER C : MED EXP (Any one person) $ INSURER D: INSURER E: Charlotte, NC 28224 INSURER F: CiUVtKAUtS CERTIFICATE NLIMRFR• 7416961 RFMQInM NIIMRFR- SPPhalnw THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL TR TYPE OF INSURANCE D B POLICY NUMBER POLICY MMMN MAYY D LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR EACH OCCURRENCE $ PREMISES EaEoccurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PR LOC GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT E accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY t DAMAGE Per acciden $ NON -OWNED HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N❑ (Mandatory in NH) Use describe under DESCRIPTION OF OPERATIONS below NIA 22WEG30001 03/01/2014 03/01/2015 PER OTH- X STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached K more space Is required) Workers' Compensation Coverage is limited to employees leased to Hurst Awning Company, Inc. by Strategic Outsourcing, Inc. Hurst Awning Installs Windows and Shutters. .e13aI I ] LeLil q Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE fj Jt sue. The ACORD name and logo are registered marks of ACORD ACORD 25 (2014101) (ride cer =10 reWam emu r.Maw I=" W 22M14) ©1988 -2014 ACORD CORPORATION. All rights reserved. Inrt -- � t�, Fc, 33 c3? .� it_I ��2a� MAR 0 6 2014 yVI,�R1 Ul 11'L �J *WvKftI. Lf lV 0 Ico &Tj IDERPAIT # Miami— Shores �o— Village -� BY --- - DATE l � t -n,(PI if` ICE Wf r1 AI_L FEUERAL STATE ANv CGUN s'f rtL,L. =S A�`1D-REGUtATXM jvd Fd— Ulu MIR .51x 1 -Y Y A104 !3 pia 1G uo XOX 1/1 XS'1 NoA - -/a o 3 -11-0a S' a - 5'b - G � ASS - �G XWJ04t P6d 4 -UP //e %-k S,6—A - r Te(4ek) i) N &j (tj(o G Y /jX43 R0 dp a 440 /SCE 7 -10 Design Wind Loads REGIONAL WIND LOAD CHART Sea - SOUTH FLORIDA EDITION - Eas For Wall Components �t Cladding ASD Load Combination �oefflcient: 0.6 Kzt= 1.0 ei Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = #0.18 Kd = 0.85 Droward, Palm Beach Wind Speed: 170 mph Exposure Category'C' Mean Root Height u to• All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - Y5 ft - +37.8 -41.0 +37.8 -50.6 20 ft +40.2 - 43.6 440.2-53.8 -57.0 25 ft_ +42.1.-45.7 -MA -142.1 -56.4 . 30 ft +43.7 - 47.4 +43.7 -58.6 35 ft . +45.2-49.0 - -145.2 -60.5 40 ft +46.5 - 50.4 -146.5 -62.2 45 ft ;+47.6 -51.7 447.6-63.9 SO ft 448.7-52.8 +48.7 -65.2 SS ft 449.7-53.9 449.7-66.5 60 ft +50.6-54.9 +50.6-67.8 70 ft 447.8-47.8 -54.9 .447.847.7 -100.6 80 ft ' 449.2-49.2 449.2-90.2 -103.0 90 ft +50.4-50.4 +50.4-92.5 -105.1 100 ft +51.6-51.6 +51.6-94.6 -107.1 120 ft +53.6-53.6 -67.6 +53.6-98.3 -110.5 140 ft +55.4-55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58 4-58.4 -64.7 +58.4 -107.0 X73.9 .8-- - 469.8[-1241-0- - 1354: l9roward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category'D' Mean Roof Heigh up to: All Triburary Areas Zone 4 Interior + - Zone 5 Comer + - 15 ft +45.9 -49.8 ±45.9 -61.4 20 ft +48.2 - 52.3 448.2-64.6 -57.0 25 ft . +50.1 -MA +50:1 -67.7:. 30 ft +51.71-56.1 - 50.3 +51.7 -69.3 35 ft +53.2-57.7 - +53.2 -71.2. 40 ft +54.4-59.0 +54.4-72.8 -65.9 45 ft +55.5-60.2 +55.5-74.3 50 ft +56.6-61.3 +56.6 -75.7 55 ft +57.5-62.4 +57.5-77.0 60 ft +58.4-63.3 +58.4-78.2 TO ft +54:9 -54.9 +54.9 -100.6 80 ft +56.2-56.2 +56.2 -103.0 90 ft +57.3-57.3 +57.3 -105.1 100 ft +58.4-58.4 +58.4 -107.1 120 ft +60-3-60.3 -67.6 +60.3 -110.5 140 ft +61.9-61.9 +61.9 -113.5 160 ft +63.4-63.4 -71.0. +63.4 -116.2 180 ft +64.7 -64.7 +64.7 -118.6 X73.9 .8-- - 469.8[-1241-0- - 1354: Ul • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7 -10 C1 specifications for components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria noted herein (Bask Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the LU contractor & building official prior to construction. LLj • This specificatton may be used In conjunction with Ul enghneering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the'above- rioted ASCE 7 standard for descriptions and definitions of all design criteria. 12M N Federal Hwy, 01200, Boca Raton, Fl. 33432 Miami -Dade Wind Speed: 175 mph Exposure Category'C' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Comer + - 1Sft +40.1-43.4 -52.7. +40.1 -53.6 20 ft 442.6-46.2 +42.6 -57.0 25 ft 444.6-48.4 - 57.6. +44.6 -59.7 30 ft +46.3 - 50.3 46.3-62.1 35 ft 447.9-51.9 - +47.9 -64.1 40 ft 449.2-53.4 +49.2 -65.9 45 ft +50.5-54.8 +50.5-67.6 soft +51.6-56.0 +51.6 -69.1 SS ft +52.7-57.1 +52.7-70.5 60 ft +53.6-58.2 +53.6-71.8 70 ft +503-50.7. -61.5 +50.7-92.9 -106:6 80 ft +52.1-52.1 +52.1-95.6 -109.1 90 ft +S3.5-53.5 +535 -98.0 100 ft +54.7-54.7 +54.7 -100.2 120 ft +56.8-56.8 -67.6 +56.8 -104.1 140 ft +58.7-58.7 +58.7 -107.6 16011: +60.3-60.3 -71.0. +60.3 =110.6 180 ft +61.9-61.9 +61.9 -113.4 X73.9 .8-- - 469.8[-1241-0- - 1354: • Wind Speeds noted above are ultimate design wind speeds (3- second gust). Cities and /or counties are listed only as a general guide, based on Risk Category II buffdhngs. Verify applicable wind speed and exposure category with local building department. • Plus (+) & minus (-) signs a** pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than or equal to 10•. Round up to values shown • Design is based on structure ek+ssifkation as Enclosed Bldg: Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15ft +48.6 -52.7. 448.6 =65;1 20 ft +51.1-55.4 +51.1-68.4 25 ft, +53.1 - 57.6. #53.1 7.71:1 30 ft +54.8-59.5 +54.81-73.4 35 ft +56.3-61.1 +56.3-75.4 40 ft +57.6-62.5 +57.6-77.2 45 ft +58.8-63.8 +58.8-78.8 50 ft +59.9-65.0 +59.9 -80.2 55 ft +60.9-66.1 +60.9-81.6 60 ft +61.9-67.1 +61.9-82.8 70 ft +58.2-58.2 -61.5 +58.2 -106:6 80 ft +59.5-59.5 +59.5 -109.1 90 ft +60.8-60.8 +60.8 -111.4 100 ft +61.9-61.9 +61.9 -113.4 120$ +63.9-63.9 -67.6 +63.9 -117.1 140 ft +65.6-65.6 +65.6 -120.3 160 ft +67.1-67.1 -71.0. +67.1 -123.1 180 ft +68.5-68.5 +68.5 -125.7 X73.9 .8-- - 469.8[-1241-0- - 1354: • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 510° has been considered. •Tributary Area noted In table (effective wind area is equal to the minimum of [height x width] or [ht x ht / 311. Round down to values shown. • Zones 4 & 5 (•interior• and "comer' zones, respectively) are as shown to the right, where the dimension •a' is the minimum of 10%ofthe building's least horizontal dimension or 40% of the mean roof height, but never less than T-W or 4% of the least horizontal dimension. • This specification is velid only for use with structures NOT located in the upper one -half of an Isolated hill, ridge or Copyright ©2014 Easy Seals a f ).S T1 Eewa Heigh - Mean Root Ht PI kHeI& Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + is ft +5i.4 -55:8 +51.4 4:9 20 ft +54.1-58.6 +54.1-72.4 25 ft . +56.2 -61.0. +56.2-75.3 30 ft +58.0-62.9 +58.0-77.7 35 ft +59.61-64.6 +S9.61-79.8 40 ft +61.0-66.2 +61.0-81.7 45 ft +62.3-67.5 +62.3-83.4 SO ft +63.4-68.8 +63.4-84.9 55 ft +64.5-69.9 +64.5-86.3 60 ft +65.4-71.0 +65.4-87.6 70 ft +61.5 -61.5 +61S-112.8 80 ft +63.0-63.0 +63.0 -115.4 90 ft 464.3-64.3 +643 -117.8 100 ft +65.5-65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4-69.4 +69.4 -127.2 160 ft +71.0 -71.0. ±71,0 -130.2 180 ft +72.5-72.5 +72.5 -132.9 X73.9 - 73.4 -- +73.9 - 1354: Valid only with engineer's signature & raised seal n 15 1 Christian Langley, P FL PE #67382 CA #29531 Document No. A1011S e DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY A AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE MA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mlami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade. v8o /nera 601 NW 12a' Ave: Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,'and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. WO"1, titled "Series 805 Alum. Horizontal Rolling Wdw. sheets 1 through 7 of 7, dated 09119/08, with revision C dated 02/29/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and 'Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1110.02 -and consists of this page 1 and evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by llrlanuel Perez, P.E. N OA N_ o.12- 0321.02 _X0 MtosM1F Ex�ratiod Date: iViay 13, 2014 2,417, Approval Date: May 03, 2012 Page 1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02129/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07131/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09- 1110.02) 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 FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 d) Forced Entry Test, per FBC 2411.3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09- 0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 75459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.01) Manuel Per . . Product Control Exa NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E -1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling g window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC -2010 on 02/27/12, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA #09- 1110.02) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflez and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminate Glass Interlayer ", dated 05105110, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA #09- 1110.02) Manue P .E. Product Control xa ner NOA No. 12- 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E -2 i T. IVL windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated 11/047 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04- 0120.01) G. OTHER 1. Notice of Acceptance No. 09-- 1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. E -3 Man =e! Per E. Product Control E am' er NOA No. 12-03 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 i A j ' 3/18' HEAT STREN'D GLASS YER .090" INTERLAYER Y SOLUTIA SENTRYGLAS BY DUPONT ANN. GLASS 3/16' HEAT STREN'0 GLASS SILICONE CORNING 998 DOW CORNING 995 ji •1 7/18. OOVVE ♦ OVERALL CLASS 711r OVERALL GLASS TYPE A TYPE 3/18' HEAT STREWD GLASS 3 /t8° ANN. GLASS 120' INTERLAYER 120' tNTERLAYER UVEKOL -LIQ RESIN UVEKOL -UQ RESIN 11 'SURFACE SPECIALTIES INC.' BY 'SURFACE SPECIALTIES INC.' 3/16° HEAT STREN'D GLASS 3/18' ANN. PASS SILICONE 9 SILICONE GE RGS7700I GE RGS7700 DOW CORNING 99S DOW CORNING 998 llcv '11m) 1/2' OVERALL GLASS 1/2' OVERALL GLASS TYPE 'C TYPE 'D' I GLASS TYPE '6' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-OADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TEMP. GLASS 1/4' AIR SPACE 1/e' ANN. GLASS .080' INTERLAYER SAFLEX MG PVB BY 'SOLUTIA' �1SILICONE -GEW S7 WC 995 llcv 11/18" OVERALL INSUL. GLASS TYPE 'E' THRU WOOD BUCKS INTO MASONRY 74' MAX. WINDOW WIDTH 9 3/I A1A)C, FALSE MUNDNSj} S. HEAL , (SURFMAY 8E USBF7D \ r\ 50.L 1 0 SILL AX ERS rx 8 y� F a v c� 40 O M kc Z .O R XU OR Ux `.il'LLSB MAXIMUM DMGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 1, o it GLm TYPB 'B' 11 11 II II I GLASS TYPE '6' EXT.( +) INT.(-) EXT.(+) 1NT.( -) EXL( +) 1NT.( -) EXT.(+) 1NT.( -) g 8110 90.0 90.0 130.0 90.0 11� II II 79.0 1 78.0 11 II I 1t __y__= '4IlU' =- II II ,1111 II II ii B I' 1� U 11 32 7/8' 33 1/2' D.L. OPG. D.L. OPM 371/2- VENT WIDTH TYPICAL ELEVATION 1 0 SILL AX ERS rx 8 y� F a v c� 40 O M kc Z .O R XU OR Ux `.il'LLSB MAXIMUM DMGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLOW; TYPE 'A' GLm TYPB 'B' GLASS TYPB 'C' G1ASB TYPE b' I GLASS TYPE '6' EXT.( +) INT.(-) EXT.(+) 1NT.( -) EXL( +) 1NT.( -) EXT.(+) 1NT.( -) EKT.(+) INT.( -) 8110 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 1 78.0 LOADS SHOWN ABOVE ARE FOR +WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METAWC SWEEP LATCHES WAT MAX LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: IRM51 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 4 d DECLARATORY STATEMENT DCA05- DEC -219 THESE WINO a m u OW$ ARE RATEQ FOR LARGE &SMALL MISSILE IMPACT.] SHUTTERS ARE NOT'REOU9i�D. 4 ' •N °t,t0 1: • pRoutucTaSVISIED Plo[1dA i FIA PE70592•_ t C.atN•'e •3u11P yy ' L Dade S 8Y drawing no. APR' $ 20'i2 W08 -81 sheet ) of 7 ADDL ANCHOR RECD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD SUCKS INTO MASONRY nt° uev FALSE MUNTINS (SURFACE APPLIED) MAY BE USED O s WINDOW WIDTH 10 1/4' 8° 3° HEAD \SILL 9.3/8• AT Fix. LATE HC D A EXT.(+) 1NT.( —) li ii LL 1, a ,I EXT.(+) I 1NT.(—) ii I; II 1 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LUST MAX. LOADS TO ±80.0 PSF. C jl -- - -xF lit, O II I II 11 � II B ii II ADDL ANCHOR REGO. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY 111' MAX. 8° MAX. H� /may CORNERS FALSE MUNM13 (SURFACE APPEAL ®) MAY BE USES GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 1NT.( —) EXT.( +) INT.( —) EXT.( +) 1NT.( —) EXT.(+) I 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LUST MAX. LOADS TO ±80.0 PSF. C jl -- - -xF lit, O II I II — ' 32 7/8' 1 33 1/2' ' 32 7/8' Ij O.L. OPG. D.L. OPG. III GPO. 37 5/8' 37 5 /8' VENT WIDTH VENT WIDTH XOX SIZES TYPICAL ELEVATION MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 1NT.( —) EXT.( +) INT.( —) EXT.( +) 1NT.( —) EXT.(+) I 1NT.(—) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LUST MAX. LOADS TO ±80.0 PSF. WINDOW WIDTH 14 7/8° 3° Max. A HEAD 3. 1 I 1 SILL I I 1 11 ii 1 I it C jl -- - -xF lit, 1 I II I II 11 � II B ii II m Z 8° MAX. FewALI. B p CORNERS n i� W t I t t 24 5/8' 8O° MAX. 2a S/8° lop ppP �LI D.L. OPG. D.L GPO. $ N a U 29 1/4' 29 1/4° D VENT WIDTH VENT WIDTH Cz m 0 z0. XOX SIZES Q MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLA>S TYPE EXT.0 1NT.( —) EXT.(#) 80.0 1 90.0 1 90.0 1 130.0 0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS g 9 WITH SPRING LOADED ALUM LATCHES. ° td N FOR METALLIC TO ±80.0 PSF. SWEEP LATCHES IIAiT MAX. LOADS h NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05— DEC -219 V 'AWM PRODUCTR$YIBW a' 1 CNL f.70050 Bufld�6lg�l, Blofid9 i 3lI� � s d--ing no. / W08 -81 1 sheet 9 of 7 TYPICAL ANCHORS TYPICAL ANCHORS V iBY w00D FOR SPACING METAL FOR SPACING a� co BUCK STRUCTURE -- -___-- d 810 X 3 8" PH SMS f03" I 1 MULLION 8E MULLION I I Z '2 PER CUP XA YI I I j SEE SEPARATE NOA II 1 �. d? f II I p I I (y� DWI i AA AIL 23 8 a LONG Ll 14 kIIND LOAD CUP LrF/I Y ANCHORS S FOR SPACING EE ELEV. _ II i' FOR SPACING W is j. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a AND TRANSFER THEM TO THE BUILDING STRUCTURE. it ii i1 i1 I ii y i! S);ALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING !! !! I! !I ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4" DIAL ULTR&WNJY 'ELCO' ((F -177 KSI, Fy-155 KSI) 01 SILICONE OR ACRYLIC SEALANT. INTO 2 8Y WOOD BUCKS OR WOOD STRUCTURES 1St p li 1 -1/2" MIN. PENETRATION INTO WOOD M o W1 m 1 -1/4' X 1/4' WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CONC. OR MASONRY �4i ii ` 1 -1/4' MIN. EMBED INTO CONIC. OR MASONRY >a it ii I i ° � AT 4 -7/8" FROM EACH ENO AND AT MIDSPAN I W j! II f ii W2 - 1 -1/4' X 1/4" WEEPHOLES DIRECTLY INTO CONC. OR MASONRY $ U AT 4 -7/8" FROM EACH END AND AT MIDSPAN 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY $ N m I I III W3 - 2" LONG WEEP NOTCH AT EACH END Z W`; _ W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END /4" TENS OR SELF DRILLING SCRE (GRADE 5 CRS) yZ 33, !' INTO METAL STRUCTURES 38 z a STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) a ALUMINUM : 1/8' THK. MIN. (6083 -T5 MIN.) ij it ii it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I! I! 1 !! #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 19 it 11 II 12" LONG o j! ji 21 22 11 SILL CUP ADAPTER INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) �! U I� i� 0 (NO SHIM. SPACE) TYPICAL EDGE DISTANCE c B 7 8 INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W3 28 CONCRETE AT HEAD, SILL OR JAMBS i'c - 7000 PSI MIN. © W4 - C -90 HOLLOW /FB.LED BLOCK AT JAMS Pm a 2000 PSI M84. f0 � I . Eft, J Y AHNA.P , PRODUCTRIMIM •0 a � 38 I OuiMinB Code �, d ^ I D o Aecoptmrtallo }. ° TYPICAL ANCHORS '\ 4APA ion Dde �$ SEE ELEV. V " ° F OR SPACING o °° D I CY drow!ng no. 1YPCA� aim W08 -81 PER 820}2 sne�L - or 7 MAX 12 VENT WIDTH 4% 010 METAL 24 SHIMS TYPICAL ANCHORS SEE ELEV. STRUCTURE FOR SPACING LEW BUCKS 8 TM OR ; (d 4 z R EXTERIOR P, WINDOW WIDTH OX OPPOSITE VENT WIDTH to 1/4" SHIM YENT WIDTH SHIMS lay WOOD BUCK /1, WOOD BUCKS o* U--o ? , 2 co -SCRMNS OPT�-- CAL ANCHORS SPAMG TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELLV. FOR SPACING MIAMI-OADE COUNTY APMD MULLION SEE SEPARATE N LS7�N��t LOADED LATCHES =ELMO PA "70219 ft APO'A 2012 WINDOW, WIDTH EMMOR WIDTH W08-81 �. . ^ ' MAX 12 VENT WIDTH 4% 010 METAL 24 SHIMS TYPICAL ANCHORS SEE ELEV. STRUCTURE FOR SPACING LEW BUCKS 8 TM OR ; (d 4 z R EXTERIOR P, WINDOW WIDTH OX OPPOSITE VENT WIDTH to 1/4" SHIM YENT WIDTH SHIMS lay WOOD BUCK /1, WOOD BUCKS o* U--o ? , 2 co -SCRMNS OPT�-- CAL ANCHORS SPAMG TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELLV. FOR SPACING MIAMI-OADE COUNTY APMD MULLION SEE SEPARATE N LS7�N��t LOADED LATCHES =ELMO PA "70219 ft APO'A 2012 WINDOW, WIDTH EMMOR WIDTH W08-81 1/4' SHM MAX. — '-- --_VENNT WIDTH_..-- _ —_ - -- O °0 18 1/4� TYPICAL ANCHORS Z MU& srauc ' 4 18 a SEE ELEV. 0 d FOR SPACING a g - 79 17 7 SCREENS OPT. °- -_ ...___ - %WD BUCKS TYPICAL ANCHORS S 18 9E£ ELEV. TOR SPACING EXTERIOR WINDOW WIDTH X OX OPPOSITE 1 C p 1/4' MAX. - tp •• 1/4° SHIM VERT 'NTH O VENT VAOTH SHMS MAX. r M t 'oy �LL tQY WOOD BUCK ------- . —.__ -- . WDDD BUCKS Q OR —\—T UR co El NCHORS __- SCENS OPT. SC� S Pbl S O FOR SPACNO O.L.O. TYPICAL ANCHORS FOR SPat�G EXTERIOR o WINDOW WIDTH C XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACINO COUNTY M�APPR,DpE MUW N � a� SEE SEPARATE NOA r -} VENTS WITH g < m SWEEP BATCHES - _ _ . E4grcJ O•AHMAD PROD=RBVMM A ' Ii 11 CA4L on wm ft Floc I I I 1 i' CJ N. � 70* 8^ui14fU8 CO40 i- - - - - -- SCREENS OPT, L___J drawing rro. NTNDOW VADTH I EXTERIOR WINIM WIDTH A FRAME HEAD ,.480 .on � 13...� 883 1.420 SILL TRACK 1.071 .082 1.255 TYP. I .929 SILL CLIP ADAPTER FRAME SILL TOP u 1.378 1 •� .082 _T 7Sp 888 1.250 128 -� 1.000 14 WIND LOAD CUP J TOP & BOTTOM RAIL 1.750 ❑ 11000 Itj .125-«1 2.201 1.375 x -T 15 MTG. STILE REINF. 1.000 L . .800 2.312 %_ .107 -p - OJAMB STILE .125 1. 0 00 2.312 Is FIX. STILE REINF. 1.zBS 2.373 -II 1.375_ 1.548 I 4 ' ' .849 1.235 1.T8O .062 l o) MEETING STILE 12 VENT LATCH LTSM PART Q QUANTPCY DESCRIPTION MATBBIAL MANF./8UPPWER /RBMARKS 1 TM -130 1 FRAME HEAD - 8083 -TB - 2 TM -1338 1 FRAME SILL BASE 8087 -T6 - 3 TM -134 1 FRAME SILL 70P 8083 -T6 - 4 TN -132 AS READ. FRAME JAMB - VENT 8083 -TB - 8 iM -131A AS READ. FRAME JAMB - FIXED 8083 -18 - 8 TM -138 2/ VENT TOP AND BOTTOM RAIL 8083 -T8 - 7 TM -139 1/ VENT JAMB STILE 8083 -78 - 8 TM -140 1/ VENT MEETING STILE 6063 -TS 9 TM -137 1/ VENT _ FIXED STILE (SPRING LOADED LATCH) - -- 8083 -TB - 9A TM -137A i/ VENT FIXED STILE (SWEEP LATCH) 6083 -T8 - 10 TM -136 1 SILL TRACK INSERT. 6083 -78 6063 -T8 - AT MM STILE LOCATION 11 TM -135 1 SU CLIP ADAPTER, LONG 12 TM -118 I/ VENT SPRING LOADED VENT LATCH, 3-1/8° LONG 5083 -TS AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH_ - AT MID SPAN 128 08 X 3/4' 2/IATCH _ SWEEP LATCH MOUNTING SCREWS - FH so 13 TM -141A AS READ. TAAZWG BEAD (LAMINATED MUSS) SM -78 - 13A_ 14 TM -181 TM -154 AS REOD. GLAZING DEAD (INSLIL LAM. GLASS). WIND LOAD CUP, 4° LONG -- 6083 -14 - AS MOD. - 6083 -TB - - 18 1/ STILE MEETING STILE REINFORCING 8083 -76 - 18 - 2/ STILE I= STU REINFORCM 6083 -TB - 17 W41225 AS REOD. FIN SEAL W'STRIPPING (.270° X .220" HIGH) WOOL - 18 W43371 AS READ. FIN SEAL W'STRIPPINO (.187° X .370" HIGH) WOOL 19 W43201 AS REQD. FIN SEAL W'STRIPPWO (.187° X .200' HIGH) WOOL P8043 ADHESVE BACK CLOSED CAL FOAM _.- 7/8` X 1/2' X 1 -7/16' LONG 2/ VENT VENT ROLLER HOUSING & M OE PLASTIC AT EACH END - - VENT ROLLER/WHEEL BRASS k2O 012X 1° 2/ CORNER FRAME ASSEMBLY SCREWS - PN. PHILIPS SMS X10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHLLIPS SMS - 1/ LATCH VENT LATCH SPRING ST. STEEL W31175 AS RECD. FIN SEAL TtST18PPING (.18T X .178' HIGH) WOOL 6083 -76 - - 27 TM -151 I SILL RISER - 2.312 2.312 .D88 A85 .k3S .183 F 1 1.437 1.0001.277 1.378 1,000 1.237 .802 k 04S2 .540 0 .800 1.780 1.780 13 GLAZING BEAD GLAZING BEAD U9 FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL LAM. GLASS) FRAME SILL BASE 3. FRAME JAMB - VENT I `5) FRAME JAMB - FIXED .062 1,919 1.799 SILL RISER "1.. 4-1. -- r. 71A. $5 92 , �I u O r 4� zNm O Growing no. W08 -81 � y t (a tax 1 9 PH. SMS. T�}��' QQQ a) 10 x 1' PH. SM& *0 ASSiMBLY SC S I" ia� 10Y Imo" ENS. SddS. SLY SCREWS [11 m F $ 18 Q Piti e18 � S r� FRAME TOE CORNER FIXED MTG. RAIL TOP CORNER M Si (4) #12 CRE * PH. �. VENT TOP CORNE ASSEMBLY R 4 d= s�o� z n. �• j j (2) 810assE.YP"scR Ws < m u FIXED MTG. RAIL. tiOttOM CORNER i Exgr, J AI! NiMn0 PRODUCT RBVISBD CMg�I.p7yB us �lyh�g witlt dto FlorNs FRAME BOTTOM CORNER �IA#10V SCREWSSMS• °0No - Daw 4 8 VENT BOTTOM CORNER BY ll'r�k : drawing no. APR 6 20,12 W08 -81 c sheet 7 or 7 r MIAMI• � MIAMI -DADE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTI?,ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.@�v/perat . ; T. M. Windows I Lid: l - -- 601 N.W.12a` Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series X605 " Single Bung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall'bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA- revises & renews NOA 0 09-0604.24 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. M 0ME COON 1 Y NOA � 12- 4213.05 • , Expiration Datei July 05, 2017 � MI/ Approval Date: May 03, 2012 11 Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10 -07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24-03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtd 05- 15 -09, signed &sealed by Arshad Viqar, P.E. (file #09 - 0604.24). 3. Glazing complies w/ ASTMS- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no. financial interest, prepared by A1- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09- 0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 09- 0604.24, expiring on April 21, 2016. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. OE, 2(107. J l�waG, 41-.41,4 a» Iraq L Chanda, P.E. Product Control Examiner NOA No 12- 0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E -1 THESE WINDOWS ARE.. RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. 8010 605 ALUMINUM- SINGLE HUNG WINDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEFT 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 13E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL 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 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 0 53 1/8° TYPICAL ELEVATIONd EQUAL LITES (SEE DESIGN CAPACITY CHART) ��� WINDOW WIDTH 48 1/4° k D.L. CPO. W. (FIXED) $II FALSE MUNTM (SURFACE APPUEDI — at° MAX. O MAY BE US Al HEAp/SiLL DD - -- I It � 1 � I ii ii I _ I C1 ii / ii I ri � Qz = UQ z HEN3 /SILL 47 3/4" CORNERS O VENT WIDTH y TYPICAL ELEVATION IMTH OPTIONAL FIN g EQUAL LITES o R (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) Q.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375° Eo B n D.LO. HEIGHT = WINDOW HEIGHT /2 — 4.5` g a m LAMINATED GLASS $ INSUL. LAM. GLASS LARGE MISSILE IMPACT o 11114 d "� �7 Engf. JAVAHMA a i FLA. PE iOS92 CAN. 385 drawing no. 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GIAS8 TYR 'F' WOM Kmw EXr.(+) 1NT4-) 19 -1/8° 26 -1/2° 37" 53 -1/8" 28° (4) no 11$0 W.0 115.0 80.0 118.0 W.0 118.0 19 -1/8° 26 -1/2° 37° 53 -t /8° 38 -3/8' (4) W.0 113.0 80.0 119.0 W.0 +18.0 WA 113.0 19 -1 1B° 26 -1/2" 37' 53 -t /8° 50-8/8„ (5) 80.0 t15.0 80.0 119.0 W.0 115.0 80.0 tiO4 19 -1/8" 26 -1/2' 37' 53 -1 /6° S8 -8/8" (6) 60.0 1194 $0.0 113.0 804 119.0 80.0 113.0 26 -1/2° 37" 53 -1 /a° 83° (a) 904 115.0 80.0 118.0 W.0 115.0 60.0 1154 19 -iJ8° 26_1/2• 37` 72° (7) 80.0 115.0 80 .0 115.0 W.0 115.0 19 -1/8" 26-1!2° 37° 78 -3/4° 7) (7) 804 1155.0 60 W.0 80.0 115.0 24" 30' 36' 42" 48' 54° (5 W.0 115.0 110.0 115.0 WA 113.0 80.0 115.0_ 80.0 115.0 $0.0 113.0 • 24° 30° 38° 42' 46' 54° B) 8D.0 115.0 80.0 115.0 80.0 +15.0 80.0 119.0 am.0 I 110.0 W.0 115.0 24° 30' 38' 42` 72" m 80.0 115.0 80.0 119.0 W.0 1434 804 1t510 24" 30' 84• $ 80.0 115.0 80.0 115.0 5.e - - � 61.0 61.0 - - $0.0 W.0 80.0 80.0 1 80.0 80.0 W10 W.0 4 {) NO. 84 PARDAWW R&CM NO. OF ANCHORS PER 4" 54° - - 614 81.0 - - 79.1 79.1 79.1 79.1 76.8 .8 78.4 78.4 n - r+gm.WVA AV MW 24' 704 70.0 61.0 61.0 W.0 WA W.0 W.0 W.0 W.0 W.0 0 i W.0 W.0 - 30` 704 70.0 81.0 81.0 W.0 W.0 W.D W.0 '80.0 S0.0 W.0 W.0 '. W.0 W.O ata. P� $ 7/SB2 CA:µ, �i38 38° t5.) - 81.0 - Bt.O -0 - - 80.0 W.0 - - W.0 - W.0 80.0 W.0 W.0 80.0 5.2' i - - 61.0 81 - - eo.o W.o W.o aoo W.0 80.5. W.0 NOTE: 48' - - 61.0 61.0 -- - t0.o W.0 80.0 _W.o 80.0 77.s 77.5. W.o W.0 CLASS CAPACIT IES ON THIS SHEET ARE () No, m PARLMt$15 manralE wo, of ANCHORS PER 1AraD BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 Al 2 b 2W C , " I'Mil I M M �i me Z O y� Zb ffi J6 °r drawing no. W06 -34 1h- Of 7 1 /0° ANN. GLASS 3/I6" ANN. GLASS 120" INTERLAYER 120" WTERLAYER UVEKOL -UQ RESIN UVEKOL -UQ RESIN 1/8` ANN. GLASS 3/18' ANN. GLASS 3 DOW SILICONE CORNING 999 a DOW CORNING 995 ss � 9A 9 II �I l0 GLASS TYPE 'G, GLASS TYPE 11) 1/8' ANN. GLASS 1 /B° HEAT STREWD GLASS _.090° INTERLAYER 080' INTERLAYER r - SAFLEX IIIG Pd8 BY SOLUTIA SAFLEX IIIG PVB BY SOLUTIA 1/8" ANN. GLASS ` r118" HEAT STREN'D CLASS SILICONE GE ROS7700 `B ' I Gm$ .TYPE 'G: ANN. GLASS 3/18° HEAT SIMI) GLASS —.090" INTERLAYER 120° INTERLAYER SAFLEX 810 PVB BY SOLUTIA UVEKOL —UQ RESIN -3/18° ANN. GLASS 3/18" HEAT STREWD GLASS SIUCONE SILICONE OOW CORNING 999 DOW CORNING 995 it i. II R iS TXPE 'E' GLASS TYPE Y. N. GLASS 1/8" TEMP. GLASS V AIR SPACE 1/4" AIR SPACE —1/8' ANN. GLASS —1 /8" HEAT STREN'0 GLASS 090° INTERLAYER .090° INTERLAYER SAFU7f lIG PYS BY 'SOLUTIA' SAFLEX IIIG PVB BY 'SOLUTIA' �1 /8" ANN. GLASS �1/8" HEAT STREWD GLASS SlLJCQNE SILICONE C GS7700 �GE RGS7700 GLASS TYPE 'H' GLASS TYPE 'I' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT OUAUiTED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS CL u- TyPJIJIEa' n ' CIVIL FM PE 70882 CAN. rkPR 25 ANWIPTSWUND ! gq- �4. a� n 4� �g7j�8 1 rn 2 0 �yy �Za V drawing no. W06 -34 3 Naet 3 0/ 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCRETE a a o EDGE D183$ 4.� jl e e •a 1 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. KNISHES NOT BY TM WINDOW TYPICAL ANCHORS AW9RNATE FRAMPs SILL j? TAME FITH—EN OPTION (LIMIT DESIGN CAPACITY TO t8I.0 PSF MAX.) { ' MM-00E COUNTY APPROVED E SEE SEPARRATE ANCHORS NOA Z 9B 1 ESE GIST. DIET. Qy 1. TYPICAL ANCHORS TYPICN. ANCHORS ry J SEE ELEV. FOR SPACING sEE ELEV. FOR SPACING Z a WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS vY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q AND TRANSFER THEM TO THE BUILDING STRUCTURE. y, TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1l4° DIA. TAPCON BY 'ITW' (Fu- 120 XSi _FYnW 00- 1/4" DIA, ULTRACON BY 'ELCO (Fu•177 XSI. Fy.188 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ 1 -1/2' MIN. PENETRATION INTO WOOD 1 THRU -lBY BUCKS INTO CONC. OR MASOON�`I m 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY ly 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY c� 4 ,gj 4 SAAC_ OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES r V STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) 0 cli m .�- ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) Z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' .0 $12 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) v INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8' THK. MIN. t' d (NO SHIM SPACE) - nsCAL EDGE DISTANCE + INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. g CONCRETE AT HEAD, SILL OR JAMBS Pa a 9000 PSI MIN. a C -80 HOLLOW /F4LED BLOCK AT JAMBS I'm - 2000 PSI MW. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. o WEEPHOLES: m o W WI - 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG o W2 - 7/8' LONG NOTCH AT EACH END OF EXTERIOR LEG R t Enr- JAY a CAM1L FUl PE c.A.N. s38 se droamg no. -- W06— s4 1 PR 25 pp }p ahaet_4 W 7 A VENT WIDTH V aF © D.L OPO. 1 /4' IdAX. tp y' P+i 1/4° MAX SHUd3 SHRd W 18 to 1 z TYPICAL SEE ELEV. �. STRUC7lIRE 7 1 { FOR SPACING �, --- n .._ ----------- _._. ._. _._._._._ _._._._ _ _ ° a TYPICAL ANCHORS P SEEELEV. .._._.._.._.._.._.._.._ _.._.. ..___ .. . ^.. .. .._._: FOR SPACING O •. <•'-..- _.:- ._._._._._ -. .- _ < S 3 EXTERIOR 18Y b 8 WOOD BUCKS - -- D.L. DOI! (FIXED) _ 1WNOOw Yao7H_ 53 TYPICAL ANCHORS 1 VSEE ELEV. FOR SPACING TYPICAL ANCHORS z cD y D 1 SEE ELEV, roR SPACING ,7d� 1/4- � '1/4- SHIM J 0 4 j > p�07 a _ ( —� ........... O WIN" WIDTH e y MIAMI -DADE COUNTY �y y FRAI��i9ITH FIN OPTION �R,O CUPPED MULLION g ay SEE SEPARATE NOA TYPICAL ANCHORS f1�k wcr uvw= SEE ELEV. FOR SPACING Ir yylg Wilk "arm "' � tl § g fvftwo- a+� GG� r m Q g ��muom Enge: JAVAO AHMAD •Li 9 CIVIL PIA. PE �/ 70992 CAP,. drowin no. EXTERIOR »�...� � 1/06 34� NiN00't! WIDTH VlxvDaa avuTH _ _ 2 6, 2042 sheet 5, 7 f98Ei PART @ 97"l, D1NiCR1PTtON MATERIAL MANF. /SUPPLIER /R6MARxa 1 6w -38783 1 FRAME HEAD 8083 -TB 2 CW -37731 1 FRAME SILL (4° HIGH) 8083 -T8 - 2A BA-3808 1 FRAME SILL (3" W�1) 8083 -T6 - 3 OW-31445 a FRAME JAMS 8083 ^m - 4 OW -38708 1 MEETING RAIL 8083 -m - 8 4W -38889 1 VENT TOP RAIL 8083 -TB - 8 GW -37730 1 VENT BOtt�I RAIL (4' SILL) 8083 -m - _ BA 01Y -37899 1 PENT BOTTOM RAIL (3' 501) 8089 -m - 7 OW -31194 2 VENT JAMB SOLE 8083 -m - B OW-31470 2 VENT STOP 8083 -m - 9 19 -98 4/VENT GlA2WC BEAD PI'I� 8083 -m - 9a TM -123 4/VENT OIAZBVO READ sos3 -m - 96 TM -170 4/VENT GLAZING BEAD 8085 -T8 - 8C TM -191 4/VENT (xA2WG BEAD (WSUL IAN. OlAS3) 8083 -T8 - 10 ®8 x 1 /z• ta/vE11T GLAZING ANGLE SCREWS � STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTC.RAIL/FRAME SILL 12 2244 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 - (2) SrPoP FIN SEAL WEATHERSTRIP - VENT JAMB STILES i4 - 2 1 1/2 °x7/8 °x3/4' FlNSEAL PAD - FRAME SILL CORNERS 1S - 2/VENT IATfS1 LOCK A7 9° FROM ENDS CAST VENT TOP - __ ---- 1SA TM-1181A 2/VENT SPRING LOADED EGRESS LOCK 8083 -TB VENT BOTTOM RIB. I8 - 4/VENT VENT GUIDE _ NYLON VENT INT. CORNERS 17 - 2/VENT CALOWELL SPIRAL BALANCES � - AT FRAME JAMBS _ 18 WVR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 N80 2/VENT gU.OWELL BALANCE CLIP - VENT BOTT. CORNERS 24 - - 2 ®12 x 3/4° P.H. SMS STEEL (1) AT FACH BALANCE 21 - 8 /12 x 1" P.H. SMS SiEEI. FRAME CORNERS 22 - 8 X10 x 1' P.H. SMS STEEL VENT CORNERS . 23 - 4 - �8 x 3/4° F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 ®8 x 3/8" F.H. 5MS. STEEL AT EA PLASTIC lilME ZS - 1 1x1 3 /18x3 /4x1 /8° CHANNEL STEEL AT VENT TOP 28 _- 2 1x1 /4 THK.x4° LONG BAR ALUM. (t) AT EA. MTC. RIB. END 2T - 1 1 /2x1x1 /2x1 /6° CHANNEL S'IEEI. AT MEETING RAIL 28 TM -191 2 FIN TRRd FOR JAMBS --�_ 8083 -TB - 29 TM -163 1 FIN TRIM FOR HEAD 8083 -TB _ 30 TM -t84 f FIN TRIM FOR SBL 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 8083 -TS AT MEETING RIB. 32 TM -178 1 TOP RAIL REINFORCING 6483 -TS AT VENT TOP CHANNEL 3.042 —� ' .092 .947 I I I Li. o92 I 3,188 --d1 U FRAME MEAD I FIXED MEETING RAIL ,.37s -.052 1.790 —4 1.009 1— VENT TOP RAIL r^ - -2.202 ----, FRAME JAMB .93a.� .96z ,.500 VENT STOP �t.r96� 1.37 999 .688 SASH SIDE RAIL I 1.379� _ J VENT 901TOM RAILS 19 Ij1 1 125 p .ofia � 500 .439 O.5$0 9A .500 —� 'A411 .— ,.000 399 .049 96 .902 582 .923 -1 .125 28 .s4o 3, 2 MTG. RAIL REINFORCINGS STEEL MTG. RAIL REINFORCING$ ALUMINUM 3.340— ..— ,.000 1.x50 06 �— �9 .2 2.,90 ,.,87 _� 31— .,21 a.so6 n 3a TOP RAIL REINFORCING TOP RAIL REINFORCING NAIL FIN (JAMB) STEEL ALUMINUM NAIL FIN 2 -1.324 - T- __ 1.2,4 LATCH LOCK FRA!AF SUS 140TE: EITHER .%1 CAN BE USM F.A. PE f 70592 CAN 3W APR 2 5. QiP 4u '10 a1 6 !.. (q z LL p� n O a 031 iffy 1 Nm po O 3:Za PAR ry N a II {I $ � x drawing no. W06 -34 sheet g of7 p .ofia � .922 O.5$0 9A .500 —� 'A411 .— 399 .049 96 .902 582 .923 ac .s4o °'40.500 .923 GLAZING BEADS F.A. PE f 70592 CAN 3W APR 2 5. QiP 4u '10 a1 6 !.. (q z LL p� n O a 031 iffy 1 Nm po O 3:Za PAR ry N a II {I $ � x drawing no. W06 -34 sheet g of7 El ^ ^ °. . ' ~ ~ | ' � VENT TOP CORNE FRAME TOP CORNE 45 VENT BOTTOM CORNE FtA. PE AqPR2/ !2 C-k-,-L--L7 �-=f7 •1 -#C 2 MIAMhDADE MIAMI - -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY i`�RESOURCES (RER) 11805 S1V 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 --2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.my/economv bMOW l cfisf rnc. 2970 NW' a Avenue Miami, FL 33122 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 AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRII'TION: Series Z00" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -05, titled "Series Tube Mullions ". sheets 01 through 07 of 07, dated 05/02/04 with revision "E" dated 10/10/13, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall Be Equal Or Greater Than SAE Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum F„ Of 74 Ksi (Ultimate Strength)). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved ", unless•othenvise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-- 0410.19 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-1112.16 Expiration Date: - August 19, 2019 Approval Date: December 26, 2013 &21Eg3 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04- 0608.05) 2. Drawing No. W04 -05, titled "Series Tube Mullions ", sheets 01 through 07 of 07, dated 05/02/04 with revision "E" dated 10/10/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 --94 3) Water. Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4024, dated 01 /14/04, signed and sealed by Edmundo J. Largaespada, P. E. ( Submitted under previous NOA No. 04- 0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated 09/16/03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA No. 04- 0608.05) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Ai- Farooq Corporation, dated 03/29/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0410.19) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E -1 Jaime D. Gascon, P. E. Product Control Sectlon Supervisor NOA No. 13-1112.16 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfle- Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-4024, dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA No. 040608.05) B. Laboratory compliance letters for Test Report No. HE T143-1346, dated 09/16/03, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. (Subrnifted under previous NOA No. 04- 060 8.OS) G. OTHERS 1. Notice of Acceptance No. 12- 0410.19, issued to R.C. Aluminum Industries, Inc. for their Series "ML 100 Aluminum Tube Mullion - L.M.I. ", approved on 06/28/12 and expiring on 08/19/14. Jaime D. Garcon, P. E. Product Control Section Supervisor NOA No. 13-1112.16 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E -2 MULLION SYSTEM IS RATED FOR LARGE MISSILE_ IMPACT. AND CAN -BE -USED WITH ALL MIAMI -DARE COUNTY APPROVED IpIPACT AND NON- IMPACT RESISTANT PRODUCTS. -._ RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EM13EDMEM TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONwnONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO MOD ONLY. MATERIALS INCLUDING BUT NOT UMDED TO AL SCREWS. TWJ COME INTO CGNGICT WITH OTHER DISSNMHUM MATERIALS M£ET THE REQUIREMENTS OF THE FLORIDA BUD. CODE SECTION 20016.4. INSTRUCTIONS: USE CHARM AND GRAPHS AS FOLLOWS. STEP 1 DETERWNE DESIGN LOAD REQUWD PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 am= RATING MORE THAN DESIGN LOAD 3PECUTED IN STEP T ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE I IH II Tu1TUHAR SHAPES Lane ALLGY n 6063 -TB MULLIONS CONTAINING TYPICAL GLAZtNG PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1"v to z F �o O y N� z Z O J C Ld� w w m 3a N a 30: M W n M m 0; rj Q �Nf °o EnV.. JAVAO AKIAND I o_ FL C7L4G2 gg CPA L: PROt)UCI'RSNITIYHD tls com1AYA8�iW the NimhM ' �.. '�' R� AccapimleeNo 3'� �rt y"' .'/ 1_ �J ; nee drowi 2 5 241: M04 -05 iNiatm Prod. Comm sheet � of 7 -^� -^j t , U 2.000 1� �2mo 1�.2so ��y rl 2=0 -f � 'n .496 P �^-Loc0��.125 .125 .125 4.500 6.000 6.000 J 4m 4.000 488 A��FSSSi .125 .250 0 4 0 3000 .125 I y LIL--i d 'A seo�tf TY Oi"4 Sx W"J IR 01"4 Ss 01"S tx IN"4 S7t GV" S Ia W 4 Bz W J 7a 01"4 SX UY'3 ix 01"4 Sz N" 3 0.950 0.634 2037 1.019 2.976 1.486 6.859 2.878 8.276 2.759 18.203 5.088 Z 1 X 1 X4 2 X 4 1-- 1/2X4 -1/2 2 X 6 2 X 6 STD. MULLION STO. MULLION STD. MUWON CUSTOM MULLION STD. MULLION HEAVY MULLION 7 6063 -TS 6063 -T5 6063 -T6 8063 -TB 8063 -T6 6083 -T6 W W > .730 1.730 ~ 2 ir N N .125 fA to M m 2.000 LI J 12s ? 0 2i t25 5 O 1-3/4' MIN T1)R 3' TUBES 2 -3/4' MIN ALL OTHERS 0 NOTCH 0 Mp O OPTIONAL $ a a NOTCH �' a OPnom 8 a » "- ANGLE CLIP MULLION CLIP. MUWON CLIP 6063 -TS 6063 -16 6083 -TB CML FLA. PE CAA as�comN�I�aRB�Itla ° � � s � smlal�stmeQ _ Axeptema 1`0 - q % dtowin9 no. M Dmt*Pm&ctcon", / CJi;T 7.5 2n1� M04 -05 sheet 2 of 7 DESIGN LOAD CAPACITY_- PSF (TUBE MULLIONS) WINDOW DIMS. STD3 I X - STD. I -1 /2 %// 4US1tOM 2 STD. W10TH (W) SPAN 19 -1/8' 26 -1/2' 30' 37' 4Y 48' 54' 60' 1' 72' 38 -3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1488 150.0 _150.0 150.0 150.0 150.0 _150.0 150.0 150.0 150.0 150.0 150.0 150A 150.0 150.0 150.0 150.0 150.0 150.0 1smo Isom 150.0 150.0 150.0 1378 _ 150.0 150.0 150.0 150.0 124.0 150.0 150.0 150.0 150.0 112.7 150.0 150.0 150.0 150.0 1033 _150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 60' 66' 7Y SO -5/8' 150.0 150.0 15MO 150.0 150.0 150.0 150.0 1 150.0 150.0 150.0 1425 150.0 150.0 150.0 150.0 115.5 150.0 150.0 150.0 150.0 t ol8 150.0 150.0 150.0 150.0 1504 143.1 150.0 _ 150.0 150.0 57.1 127.2 150.0 150.0 150.0 r64.8 1145 150.0 150.0 150.0 150.0 104.1 150.0 Iw.O 150.0 140.8 95.4 1 1393 150.0 150.0 18 -1/8' 26 -1/2' t25.1 1413 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 30' 37' 42' 48' 54' W. 66' 72' 80' 90.1 150.0 160.0 X 4-1/2 CU M 150.0 73.0 132.2 150.0 _150.0_ _ 150.0 150.0 643 1165 150.0 150.0 150.0 563 101.9 1488 150.0 150.0 50.0 90.8 132.3 150.8 150.0 45.0 8t5 119.0 150.0 150.0 409 74.1 1082 150.0 339 375 679 992 150.0 1 150.0 19 -1 /8' 26 -1/2' 30' 37' 1. 48' 54' 60' 66' 63• 1221 150.0 150.0 150.0 150.0 88.1 - 150.0 150.0 150.0 150.0 778 147.9 150.0 15MO 150.0 63.1 119.9 150.0 150.0 150.0 558 105.8 150.0 150.0 150.0 48.6 92.4 135.0 150.0 1504 43.2 82.2 120.0 150.0 150.0 3 89 739 108.0 150.0 150.0 35.4 672 98,2 150.0 1504 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. IYS STD. I %4 STD. 2 X 4 STD. X 4-1/2 CU M 2 X 6 STD. 2X8 HEAVY WIDTH M SPAN 19 -1/8' 26 -1/2' 30' 37' 42' 48' 64' 88' 72' 74 -1/4' 74.6 150.0 150.0 150.0 150.0 150.0 39.9T 115.4 15MO 150.0 180.0 150.0 _538 475 101.9 146.9 150.0 150.0 150.0 385 S.6 J 120.7 150.0 150.0 150.0 339 728 10 6.4 1 150.0 1504 150.0 29.7 63.7 93.1 150.0 150.0 150.0 26.4 5&6 82.7 150.0 150.0 150.0 238 51.0 74.4 150.0 144.1 150.0 21.6 46.3 87.7 13 10 131.0 150.0 - 42.5 82.0 1253 120.1 1 150.0 19 -1/8' 26 -1 1Y 30' 1. 42' 48' 54' 60' 68' 84' 513 110.4 150.0 150.0 150.0 150.0 37.2 79.7 11 6.4 150.0 150.0 150.0 32.8 70.4 1028 15MO 150.0 150.0 26.6 57.1 83.4 150.0 150.0 150.0_ 23.4 50.3 73.5 150.0 150.0 150.0 204_ 44.0 84.3 1438 140.8 150.0 - 39.1 57.1 127.8 t25.1 150.0 - 35.2 51.4 115.0 1125 150.0 - 32.0 46.7 104.6 102.4 15MG _ 24.7 42.8 959 93.8 15MO 19 -118' 28 -112' 30' 1. 42' 48' 54' 80' 88' 72' 96' 34.5 74.0 108.1 150.0 150.0 1 150.0 23.1 514 78.0 150.0 150.0 150.0 _24.9 22.0 47.2 58.8 150.0 150.0 150.0 - 38.2 _669_ 65.9 _ 1254 139.8 150.0 - 33.7 49.2 110.1 - 150.0 150.0 _ - 29.5 43.1 --123.2. 963 1078 - 2 &2 38.3 85.6 95.8 150.0 - 23.6 34.4 77.1 86.2 150.0 - 21.4 31.3 70.1 78.4 144.0 - - 2&7 642 718 132.0 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 80' e6' 72' 108• 24.2 51.9 75.9 150.0 150.0 150.0 - 375 548 122.6 150.0 150.0 - 33.7 4 &4 108.3 1345 150.0 - 26.9 T 39.2 878 109.1 150.0 - 23.7 34.6 773 96.1 150.0 _ _ 7 - - -- _ 20.7 30.2 670. 84.1 150.0 , 28.9 60.1 74.7 1373 - - 242 54.1 873 123.6 - - 22.0 492 612 1123 - I - 202 45.1 86.1 103.0 MOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) DESIGN LOAD CAPACITY - PM (TUBS MULLIONS) WINDOW DUO. WIDTH M MILL SPAN ISTD. 16TD.1 STD.. 1 -1/2 %�� CUSTOM SM. HEAVY 19 -1/8' 26 -1/2' 3O' 42' 48 54' 80' 86' 72' 120' - 37.9 55.3 1238 150.0 150.0 - 27.3 39.9T 893 111.0 150.0 - 24.1 353 789 98.1 150.0 2&6 64.0_ 79.5 146.1 - - 25.2 56.4 70.1_ 128.7 - _ - 224 493 613 112.6 - - - 438 545 100.1 - 39.5 49.0 90.1 - - - 35.9 44.6 81.9 - - - 32.9 409 75.1 26 -1/2' 30' 3T 42' 48' 54' 60' 86' 1. 13Y 2845 41.6 934 115.6 150.0 - 20.5 _ 304 57.1 97.4 150.0 - - 26.5 593 73.7 135.4 - 21.5 48.1 69.8 - - - 42.4 52.6 _1098 86.7 - _ - - 37.1 4 61 84.6 - - - 32.9 40.9 75.2 - - - 29.6 36.8 67.7 - - - _ 27.0 33.5 61.5 - - - 24.7 30.7 56,4 19 -1/8' 26 -1/2' 30' 37' 42' 48' 54' 60' 88• 72' 144' - 21.9 32.0 71.6 89.0 150.0 - - 23.1 51.7 843 -- . - 1184 - - 20.4 45.7 58.8 1043 - - - 37.0 46.0 84.5 _ - - - 32.6 405 745 - - - 28.5 25.4 _ 35.5 6512 - - _ - 315 579 - - 228 2&4 52.1 _ _ _ 20.8 - 258 47.4 - - - - 23.7 43.4 ARCHES TO BE R SMVM ROM HEMANGU AR SHAPE VERRCAL MULLION 0 GLAZM P P�JCf 3 PIIODMT ,.w%v1Y018BtheFlmi o m4th DMdWSCOde ?; - 1 i, Vlt No /20 � 2 amt DadePm&to IOM, TYPICAL MULLION ARRANGEMENTS" ' i n CNIL FlA PE 7x592 CAN. MULLIONS HORIZONTAL DULLDN PRODUCT `�� � i 3 GLAZING PRODUCT GLAZING PRODUCT _ MULLION SPAN 131 c �4 O D 143M .Jell mo rci z Z O J � J n f .(W�[ 7 v W V Z m 30. ~ =FNa O W Q Um ac NI ul-1-4 drowing no. M04 -05 sheet 3 ot 7 1 DESIGN LOAD CAPACM - PSF DESIGN LOAD CAPACITY - PSF WINDOW DINS. _ ANCHORS TYPE WINDOW DIMS. WIDTH (W) MULL SPAN _ A2 A4 AA2 AA4 E12 B4 WIDTH (W) IMLL SPA 19 -i /8° 28 -1/2' 30" 37" 42" 48" 54" 60' 66' 72' 38 -3/8' 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8° 25 -1/2' 30' 37' 42' 48" 54' 80' 66' 72° 74 -1/4' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 1229 150.0 150.0 150.0 150.0 150.0 108.3 150.0 150.0 150.0 150.0 150.0 94.7 150.0 150.0 t50.0 149.8 150.0 84.2 150.0 150.0 150.0 133.1 150.0 75.8 150.0 145.1 150.0 119.8 150.0 a" 137.8 131.9 150.0 108.9 150.0 612 126.3 120.9 150.0 99.9 150.0 19 -118' 26 -1/2" 30" 37' 42' 48" 54' 50' 66' 72" 50 -5/8' 150.0 150.0 150.0 150.0 150.0 150.0 19 -1 /6' 26 -1 1Y M. 1' 42" 48' 54" . BO' 88' 72' 84° 130.1 150.0 150.0 150.0 150.0 150.0 114.9 150. 150.0 1502 150.0 150.0 932 150.0 150.0 150.0 1473 150.0 82.1 150.0 150.0 150.0 1299 150.0 719 143.6 137.5 1504 1135 150.0 63.8 127.7 1222 1504 100.9 1500 57.5 1149 110.0 1504 0 150.0 52.2 104.5 100.0 1504 82.5 150.0 479 95.8 91.7 150.0 75.7 150.0 19 -1/5' 26 -1/2' 30" 1. 42' 48" 54' Bo" 66" 72° or 150.0 150.0 150.0 15D.0 150.0 150.0 19 -1/8" 26 -1/2" 30' 37' 1. 48° 54° 60" 66" 72' 96" 109.8 150.0 150.0 150.0 150.0 150.0 _ 97.0 150.0 150.0 150.0 150.0 150.0 75.6 150.0 150.0 150.0 1243 150.0 693 1385 1326 150.0 1095 15D.0 60.6 121.2_ 116.0 150.0 959 150.0 539 107.7 103.1 150.0 _ 852 150.0 485 97.0 929 150.0 76.6 ..150.0 132.8 44.1 88.1 84.4 150.0 89.7 1393 40.4 80.8 773 150.0 63.9 127.7 19 -1/8° 26 -1/2' 30' 3Y 42" 48' 54' or or 144.9 150.0 150.0_ 57.7 150.0 ,50.0 19 -1/8" 26 -1/2" 30" 37' 42' 48' 54' 60" 66' 108' 1045 150.0 1 =0 _150.0 150.0 150.0 150.0 92.3 150.0 150.0 _ 150.0- 146.0 150.0 74.9 149.7 143.3 150.0 118.4 150.0 664 57.7 131.9 1 115.4 126.3 150.0 104.3 150.0 110.5 150.0 912 150.0 513 102.8 98.2 150.0 81.1 150.0 150.0 126.4 923 8&4 150.0 73.0 146.0 1 42.0 1 83.9 1 803 150.0 66.4 132.7 NOTE ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACrrY - PSF DESIGN LOAD CAPACITY - PSF ANCHORS TYPE WINDOW DDIS. ANCHORS TYPE A2 A4 AA2 AA4 B2 1 94 YILDTH (W) MULL SPAN S99 A4 AA2 AA4 1229 150.0 150.0 15" 150.0 150.0 19 -1/8" 26 -1/2' .1Y 37' 42" 48' 64' 1" 56" 72' 120' 150.0 145.6 150.0 88.7 150.0 150.0 150.0 140.2 150.0 r48.5 1099 105.1 150.0 78.4 150.0 150.0 150.0 123.9 150.0 97.0 929 150.0 635 127.1 121.6 150.0 t00.4 150.0 78.6 752 150.0 56.0 1119 107.1 150.0 885 150.0 68.3 663 132.6 49.0 97.9 93.7 150.0 77.4 150.0 303 60.6 58.0 116.0 435 87.1 83.3 150.0 1 68.8 137.6 26.9 53.9 $1.8 1 103.1 39.2 78.4 75.0 150.0 812 1239 242 48.5 46.4 92.8 35.8 71.2 68.2 1383 56.3 112.6 22.0 44.1 T42.2 84.4 32.6 653 625 125.0 51.6 103.2 20.2 40.4 38.7 77.3 108.6 150.0 150.0 150.0 150.0 150.0 18 -1/8 26 -1/2" 30' 3Y 42' 48' 54' 80' 66" 72" 132' 69.1 1383 1323 150.0 73A 150.0 150.0 150.0 123.9 150.0 49.9 99.8 95.5 150.0 69.3 1385 432.6 150.0 109.5 150.0 44.1 88.1 84.4 150.0 56.2 112.3 1075 150.0 88.8 150.0 _ 35.7 715 68.4 136.8 495 989 94.7 150.0 782 150.0 315 632 603 120.5 433 889 82.9 150.0 68.4 138.0 275 55.1 52.7 105.5 38.5 77.0 73.7 1473 609 121.7 24.5 492 46.9 93.7 34.6 69.3 883 132.8 54.7 1095 222 44.1 42.2 84.4 315 632 603 1205 499 99.5 20.0 40.1 _ 38.3 76.7 28.9 57.7 55.2 1105 45.6 91.2 18.4 36.7 352 _ 70.3 95.1 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2' M. 37" 42" 48' 54' eo' 66" 72' 1"" 63.4 126.7 121.3 150.0 68.6 137.2 1313 150.0 108.5 150.0 -150.0 45.7 915 875 150.0 60.6 121.2 116.0 150.0 95.8 40.4 809 77.3- 150.0 126.4 49.1 983 94.1 150.0 77.7 150.0 329 855 62.7 43.3 869 82.9 1 150.0 L 68.4 136.9 28.9 57.7 55.2 110.5 37.9 759 72.5 - _145.0 59.9 119.8 SOS 483 96.7 33.7 673 64.4 9 106.4 95.8 449 43.0 859 303 60.6 58.0 116.0 47.9 r253 do.4 Sea n3 55.1 52.7 105.5 435 87.1 38.7 35.2 703 505 48.3 96.7 39.9 79.8 33.7 32.2 64.4 385 77.0 1 73.7 1 147.3 1 60.8 _ 121.7 33.7 673 64.4 128.9 53.2 106.4 299 S99 573 114.6 47.3 _942 289 532 51.6 103.1 1 42.8 1 852 245 49.0 46.9 93.7 3&7 n.4 TF 22.4 449 _ 43.0 85.9 35.5 712 ANCHORS 139.3 113.0 ANCHORS TYPE ANCHORS TYPE HOAIZONTAL MULL= t A4. A2. A4. ARCHES TO BE INSCRIBED vl OR 64 112 OR 54 8490E RECTA MAM SHAPE �� 61AZING PRODUCT �S n -- GLAZING PRODUCT VERTICAL DULUGN GIAMG PRODUCT Z �� 61AZING PRODUCT �S n -- 0. 92 OR 94 ANCIWR a� j1 wt W2 TYPICAL MULLION ARRANGEMENTS wrR v� 2 091.08xd9Nffi4F," aCak am a �� 61AZING PRODUCT CIAZWG G ANCIWR a� j1 MULLION SPAN P1 7118 l 3 ANCHORS TYPE A2, M. B2 OR 84 U Ix Z h Z O N z Z .� O J J � Z) w 10.1 m (> SicN N 1 (n p ;; ul ::) 7: J O - Q N 7 drowing no. M04 -05 1/4• Inln KWIC CON 0 M EMBED INTO MASONRY- 1 M. 1 /4- HLN WM CON n 1 MW. EMBED INTO MASONRY 1 -3 /a° 1/4" HO.n KWn( CON n ° . M INTO MASONRY 1 -1/4 MW EA 1/4" WTI KWOC CON 0 1 -1/4• NW. EMBED INTO MASONRY 1 -3/4" MIN. -1/4• 2 PER CUP (1 ON EACH WING) -1/4" 1 PER ANGLE MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE EDGE DIST. 3• `� •• •., . AtIN. F 3 ,. MIAj. •II g 1 1 o u 41wz�r ------- ------ IBY BUCK FLOATGRC CUP I I 2% 2 X 1/B° ALUM ANGLE p <A WOOD BUCK 1 I FLOATING CLIP 1 1 N 1 I WOOD I I U U C ce �+ Fc 2 PERt ANGLE T I 1 \ I 1 I 1 1 1 I I 14 SMS I 1 2 PER ANGLE 1 I$ rt 1 1 I I 1 1 1 -3/4" O.C. MIN. l i i t I I 1 -3/4" O.C. ANN. 1 I_ 2G 'j' 1 L 1 a FOR 3" TUBE 2-3/4. O.C. MIN. Q FOR ALL OTHER 'NBES g 0 1/4• HILTI KWIK CON n 1 -I /Y MIN. WOOD PENETRAnIXJ 1/4- HA.TI MIC CON n 1 -1/2° MIN. WOOD PENETW/7ION 1 /a" HILn KWIK CON 0 i -1/2" MIN. WOOD PENETRATION 1 /a• Hnn NN71C CAN n 1 -1/2• MM. WOOD PENETRATION to Z p 1° MIN. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE i" MIN. 1" MIN 4 PER CUP (2 ON FAClI WINC) 2 PER ANGLE J _ EDGE OISi. . EDGE J DST. m W Z 4 8 l I I � 0] >al 3 Q F 0:c v I I I I I z 2 3 1 1 1 Y m O Z j I I = 1 1 I I I 1 ► 1 ► I I 11 11 p= 1 1 23Y WGOD BUCK t 1 ------ - - ---1 DR II t 1 1 FLOATMC CUP I I 1 2 x 2 X 1/a- ALUM ANGLE 1 28Y WOOD BUCK L------- - - - - -- OR 1 I I I FLOATING CLIP � 1 ' i 1 2 x 2 x 1 /a- ALUM ANGLE Q V 1� Cn N 1 I WmD STRUCTURE WOOD STRUCTURE I I R' N \ 1 1 I 1 1 1 I I 014 SMS I I 2 PER ANGLE I I \ 1 1 I I 1 I I 1 1 1 14 SMS I 1 2 P ANCLE O 1 1 I 1 1- __ 1 -3/4" O.C. MIN. I I 1 I I I I I 1 1 1 -3 /�R 3CTU8E 2 -3/4. O.C. MIN. - --- i -3/4" MIN. FOR ALL OTHER TUBES EDGE asr. ANCHORS TYPE 'Al ° e ° ° PRODUCTRWEVVRD /'• - __ -__ - -a as cmmlyftwIWdle Plerift S 1 3 — l�j Eng JAVAD MMAD f 1 1 I Pdb* �2 Q ! FLA. PE + 70M ".bL 3S3B ANC WR LOC�ATO1 Miami Dade Tloaxl contml ALL CLIPS TO FIT (TAPCONS SNUG INTO TUBE MuLUays. S �- r - - -� d--i -9 Cro. MULLION CLIP MAY BE HEX OR FLAT NEAR. �� M04 -05 ANCHORS TYPE 'A2' (;l`i ?. c ?nt1 abea($°f 7 _ -- MASONRY r- 9R -- 2 112' MIN. 1/4' 1ILT IONIC CON I — 1 -3/4' MlN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'AA2' 1/4° HILT MX CON U 1/4° HILT KWK CON I 2 -1/2° MIN. 1 -3/4' MIN. EMBED INTO MASONRY 1 -3/4' MW. EMBED INTO MASONRY � Ow. 2 PER CLIP (1 ON EACH WING) CON I 1 PER ANCtE 1 -S /4° MIL EMBED INTO MASONRY t -3/4' 61QJ. E6fBE0 O M INTO MASONRY V. N. ! 4 PER CLIP (2 ON EACH VIING) 2 PER ANGLE it 1 1 \_ It tl e 1 I Z i t I 1 i ~ - - - - -- OR CONCRETE FTAATNG CUP ALUM2ANGLEB gg14 SMS TI 2 Pt�2 ANGLE 1 -3/4' O.C. MIN. FOR 3' TAE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 1 3 SCREWS PER ANGLE MASONRY r- 9R -- 2 112' MIN. 1/4' 1ILT IONIC CON I — 1 -3/4' MlN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'AA2' g T7m—f ; e Mioml Dade Prod11N Caefro ALL CUPS TO FR SNUG WTO TUBE MULLIONS. TAPCONS MAY BE; OR FIAT HEAD. ,_- CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY To, BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WE METRACRYIATE IACOIIER. CIVIL B �GAN. &P2 draweng no. M04 -05 sheet 8of 7 1/4° W11 KVAK CON It 1/4° HILT CON I 1 -S /4° MIL EMBED INTO MASONRY t -3/4' 61QJ. E6fBE0 O M INTO MASONRY W 4 PER CLIP (2 ON EACH VIING) 2 PER ANGLE o � Z i 0 .- n 1 - -- ; MASONRY CONCRETE I I I I FLOATING CLIP I I 11 ALUM2ANCU ° 0 a I i I t I 2 PAt4 ju 1' UU 84H, Q IL G1 1 -3 FOZ 4L '2, � R r TUBE 2 -3/4° O.C. MIN. �I. J FOR ALL OTHER TUBES 3 SCREWS PER ANGLE Q mN HI ANCHORS TYPE 'AA4' z O w w w In Qz 3a F O�N a = N N n z M N La m3��' Q = LL O M KN g T7m—f ; e Mioml Dade Prod11N Caefro ALL CUPS TO FR SNUG WTO TUBE MULLIONS. TAPCONS MAY BE; OR FIAT HEAD. ,_- CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY To, BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WE METRACRYIATE IACOIIER. CIVIL B �GAN. &P2 draweng no. M04 -05 sheet 8of 7 METAL STRUCTURES 614 SPAS OR 1/4• TEKS (STEEL OR ALUM. 1/8° MIN. THICK) 2 PER CLIP g14 SUS OR 1/4° TEKS STEEL : Fy - 36 M MIN. �(i ON EACH WNG) PER ANGLE ALUMINUM : 6083 -75 UK 1 n ---------- z x z x l I I I I Fl- DATING CLIP I I 1I ALUM ANGLE i I 014 SMS I 1 2 PER ANGLE 1 I 1 -3/4' O.C. MIN. 14-L ANCHORS TYPE '82' t4OFlr�Nfl --1 �-NaE MULLION 810 F 2 S_� 1 I 118' THICK ALUM CHANNEL i I LENGTH TO FR SNUG INTO MULLION j -TUBE MULLION TUBES MAY BE NOTCHED I 1 AS SHOWN TO ALAN INSTALLATION I 1 OF CLIP ANGLE CLARK JOINT AFTER ASSEMBLY 14 SUS 2 ER CLIP n\ ACCESS HOLE -1 1 -1/2° O.C. MIN. METAL UCTURES OAR AAUU I /a• MIN. THICK) STEEL : Fy - 38 KSI MIN. ALUMINUM : SM -75 MIN. 4 SMS OR 1/4' TEKS PER CUP ON EACH WING) I I i I 1 1 THIS SCREW CAN BE INSTALLED U4 EITHER DIRECTION `� I 1 1 1 1 1 `Il FH CIS 2 PER CLIP 1' O.C. MIN. I 1 I 1 1 I 1 t� 1 1 I V� [FLOATING i I CUP Eigy: JAV�AHWtD SMS 1 1 FAA. PE 7r2 CAN. 3538 2 PE�R7 ANGLE PRODUCPR6NRLV8A acomptytnawR118rePlmida 1 -3/4' O.C. MIN. FOR 3' TU13E 2-3/4° O.C. - ENS FOR ALL OTHER TUBES _ 3 SCREWS PER ANGLE ANCHORS TYPE '84' THIS SCREW CAN BE INSTALLED U4 EITHER DIRECTION `� I 1 1 1 1 1 `Il FH CIS 2 PER CLIP 1' O.C. MIN. I 1 I 1 1 I 1 t� 1 1 I V� 1 1 i I I I Eigy: JAV�AHWtD 1 -3/4• X 2' X 1/8' (FOR 2BY TUBE) S /4' X 2' X 1 /8' FOR FAA. PE 7r2 CAN. 3538 AL. ANGLE CUT TO FR SNUG RODE WSW PRODUCPR6NRLV8A acomptytnawR118rePlmida ANCHOR DETAIL _ METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 84' TO VERIFY CAPACITY OF CONNECTION 8Y� Muni A6dc PIa4Ml Ctmha r' e•'.r �T tl `)'.!).S , { SEE SHEET 4 OF 7 FOR ANCHOR CHARTS toy`V 4 SUS 1/4' TEKS PER ANGLE z ro % ro- 9 a I it ! r14 IJAM 2 X 18• O W y 1 9 z 0 J � v W F= oaNN w onto io N gS¢A n Mowing m. M04 -05 sheet 7of 7 BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Business - - p}Product Approval Professional. )USER: Public User MM Product Anprovai Menu > Product or Application Search > Application List > Application Detail Compliance Method Evaluation Report from a Florida Registered Architect oi; a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Summary of Products Vladimir John Knezevich PE -10983 National Accreditation and Management Institute 12/31/2015 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received - FL1565a R0 COI 2012 Certificate of Independence FBC.pdf, Standard Year ASTM E330 2002 PA 201, 202 and 203 1994 SBCCI SSTD 12 1999 Method 1 Option D 06/12/2012 06/18/2012 06/24/2012 08/07/2012 FL # Model, Number or Name Description 15658.1 CLEAR MAXI ROLL -UP SHUTTER Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Span Schedules B -1 and B -2 on page 4 of 9 of the Installation drawings. - 15-658.2___ HI- ROLLER _50ROLL -UP SHUTTER Design Pressure: N/A Other: See Span Schedules B -1, B -2 and B -3 on page 5 of 12 of the Installation drawings. Multiple Clear Polycarbonate interlocking slats forming a curtain that rolls up and down in extruded aluminum alloy guides, to and from a hood located at the top of the shutter. Installation Instructions FL15658 RO II 12 -153. pdf Verified By: Vladimir John Knezevich PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL15658 RO AE Clear Maxi Roll - Up Shutter HVHZ Evaluation ReDort.Ddf Created by Independent Third Party: Yes Extruded Aluminum Alloy guides and multiple interlocking slats that form a curtain that rolls up and down to and from a hood located at the top of the shutter. Installation _Instructions FL15658 RO II 12- 151.pdf Verified By: Vladimir John Knezevich PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL15658 RO AE Hi- Roller 50 Roll- Up Shutter HVHZ Evaluation Report pdf Created by Independent Third Party: Yes Extruded Aluminum Alloy guides and multiple interlocking slats 'that form a curtain that rolls up and down to and from a hood located at the top of the shutter. Installation Instructions FL15658 RO II 12 -152. pdf Verified By: Vladimir John Knezevich PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL15658 RO AE Hi- Roller 50 Roll- Up Shutter NHVHZ EvaWation Reaort.Ddf Created by Independent Third Party: Yes MEM Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida is ari AA /EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement,:: Refund Statement I Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email - address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: PR F3 IM hi KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace EVALUATION ® Davie, Florida 33324 (954) 821.6933 REPORT KA Job No.: 12 -151 Date: June 9, 2012 FBC Evaluation Report No.: FL15658 Code: Florida Building Code, 2010 Product Category: Product Sub - Category: Product Name: Manufacturer: Shutters Roll -Up I i- Roller 50 Roll-Up Shutter Hurst Awning Company, Inc. 6865 NW 36`� Avenue Miami, Florida 33147 This is an Evaluation Report issued by Knezevich Associates and V. John Knezevich, P.E. (System ID No. 9329) to HURST AWNING COMPANY, INC., based on Rule Chapter No. 913- 72.070, Method 1(d) product Approval, Florida Building Commission, Department of Community Affairs. The Hi- Roller 50 Roll -Up Shutter system has been evaluated and found to be in compliance with the Code and that these products are, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. The seal appearing on this document was authorized by V. John Knezevich, PE 10983 on June 9, 2012. This does not constitute an electronic signature; original, signed and sealed hard copies to the appropriate agency will follow, if requested. EvaluatibV ,)�epared by: w • TES f -�• t Johg v' cP.E. . f Y - OIP- P. �\�P110983 F1oi'�da i+ e.: 389 6 aa4'�!•0`' Page 1 of 3 KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace Davie, Florida 33324 (954) 821.6933 EVALUATION REPORT SUBSTANTIATING DATA 2.1 PRODUCT EVALUATION DOCUMENT HURST AWNING COMPANY, INC., The Hi- Roller 50 Roll -Up Shutter, Drawing No. 12 -151, Sheets 1 through 13 of 13 with no revisions, dated June 9, 2012 prepared by Knezevich Associates (KA), signed, dated and sealed by V. John Knezevich, P.E. is an integral part of this Evaluation Report. REPORTS TEST Test reports 01 -011 and 02 -039 for Uniform Static Air Pressure in accordance with PA 202, Large Missile Impact and Cyclic Testing in accordance with PA 201 and PA 203 were prepared by Construction Testing Corporation (CTC), Miami, Florida. STRUCTURAL KA prepared comparative analysis and rational analysis of The Hi- Roller 50 Roll -Up Shutter performance and anchor calculations, respectively. From these analyses, a Maximum Shutter Span vs. Design Load schedule was prepared for The Hi- Roller 50 Roll -Up Shutter. Anchor Spacing vs. Design Load schedule was also prepared, indicating maximum anchor spacing for given span conditions at specific design loads for each type of anchor. No increase in allowable stress has been used in the design of this product. IMPACT RESISTANCE. This Roll -Up shutter system satisfactorily passed the large missile impact testing in accordance with PA 201. This storm panel shutter system satisfactorily passed the fatigue load testing in accordance with PA 203. This Roll -Up shutter system may be used to protect glazed openings from windborne debris, when installed in accordance with the limitations indicated in the referenced drawings. This Roll -Up shutter system has been designed and tested in accordance with PA 202 to resist wind pressures as indicated by the span schedules B -1, B -2 and B -3 on page 5 of 13 of the referenced drawing. The anchor maximum spacing, minimum edge distance & minimum embedment for each type of anchor, shutter span and design wind load is found in the Anchor Schedules, on page 13 of 13 and on the specific details found on pages 3, 4 and 7 of 13, of the referenced drawing. Page 2 of 3 .: KNEZEVICH ASSOCIATES .r,zp CONSULTING ENGINEERS 2590 SW 105 Terrace EVALUATION Davie, Florida 33324 (954) 821.6933 REPORT • INSTALLATION This Roll -Up shutter system is to be installed in accordance with the typical details, General Notes, Schedules and material specifications found in the referenced drawing. 7. MATERIAL SPECIFICATIONS See General Notes of the reference drawing, unless otherwise noted, for material specifications. All dimensions of components are indicated in the referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance, spacing and manufacturer are indicated in the referenced drawing. • This product is suitable for installation in the High Velocity Hurricane Zone (HVHZ) and the areas outside of the HVHZ. • This product may only be installed on concrete, hollow concrete block or wood substrates. 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