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RF-16-16016 -)bO /do%s 1'. 3. Lab Report No. 125963 �1 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A. # 30448 Lab Certificate # 13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTY ADDRESS: 9730 NE 5th Avenue Rd., Miami Shores OWNER: John Perikles CONTRACTOR: Extreme Roofing TILE TYPE: Spanish "S" ATTACHMENT..Polyfoam Testinq Equiament: Diaital Chati'bn DFIS 200 Test Tabulation PERMIT No: RF 16160 ROOFING SQUARES: 53 ROOF PITCH.• 3.5 :12 INSPECTOR INITIALS: YM TEST DATE: 4/26/2016 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 40-49 Passed 10-19 Passed 50-59 Passed 20-29 Passed 60-64 Passed 30-39 1 Passed THIS ROOF HAS: PASSED ® FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. Sincerely, Marlin Brinson, KE. Lic: 4.6 fi�49 ` \ 10735 SW 2161' St. Unit 416 Miami FL 33170 3 6 60 ' 38 ;59 , 439- 2 2� 43 ` 41 58 � �� 28 i 5 45 2' r 1 I I 34 _ 32 4 42 27 25 / 23 , 26 6 55 55 Flat Rood 47 4 2 53 ,,� 51 48 50 49 (� ' 98' Page 1 of 1 www.FloridaTEC.net 22 i 21 sr 1519 10 114 16 9 3 17 12 18 11 _� Tel: 305-256-4550 Fax: 305-256-6833 Apr 11 16 01:20p Extreme Roofing jnc ��o 3052528872 p.1 n, (�- 2> 3 CERTIFICATE OF LIABILITY INSURANCE DATE o4/05720 16 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 1S 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 endorsements). PRODUCER Eastern United Insurance 16782 N Kendall Drive Miami FL 33196 CONTACT NAME: Jaime D. OrdoneZ PHON�,flltl: (305) 752-2260 I (NC. No► (305) 752-2226 ADDDDRESS: Jdo@euii.00m INS UR S►AFFORDINGCOVERAGE NAICk INSURER A: Western Heritage ins Go. INSURED EXTREME ROOFING INC 19800 SW 180 Ave Lot 363 Miami FL 33187 INSURER e: PROGRESSIVE EXPRESS INSURANCE COMPAK 10193 INSURERC: INSURER D : INSURER E • INSURERF: COVFROQFS CFRTIF:ICATF NIIMRFR• RFVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OFINSURANCE ", POLICY NUMBER M� YEFF tbhOU� Y LIMITS X COMMERCIAL GENERAL LIABILITY I .CLAIMS -MADE 1XI OCCUR CCP59537B 04/1012016 04/10/2017 EACHOCCURRENCE S 1,000,000 DAMAUE RENTED PREMISES a o=rrp!1s S 50,000 MED EXP ( one person) _- S 1,000 A PERSONALBADVINJURY IS 1,000,000 _ GEN'L.AGGREGATELIMIT APPLJESPER, X POLICY J JECT y 3 LOC OTHER: GENERALAGGREGATE S 2,000,000 _ PRODUCTS- COMP/OP AGG S 1,000,000 S B AUTOMOBILE LIABILITY ANY AUTO ALL OS �/ SCHEDULED AUTOS � AUTOS HIREOAl1TOS NON -OWNED AUTOS 01950188-3 11/23/2016 I 1 1/23/2017 I COMB114FOSI LIMIT Ea accident $ 100,000 BODILY INJURY (Perperson) i S 100.000 BODILY INJURY (Par a[rider� S PRCPER7Y DAMAGE Per accident S $ UMBRELLALIA9 EXCESS LIAR ;OCCUR CLAIMS MACE EACHCCCURRENCE S AGGREGATE S DED RETENTION S S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPR;ETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? (MarWatory in NNI eundo (ryyes IDTIObelow DESGtRI�'rION OF OPERATIONS N f A P 07H- STA.TL:TE , I ER cl. EACH ACCIDENT S E.L DISEASE - EA EMPLOYEE S E.LDISEASE- POLICYLiMR $ i DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORD 107, Additional Remarks Schedule, maybe attached IF more space Is required) Roofing City of Miami Shores Village Build Dept 10050 NE 2nd Ave Miarra Shores 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 `72 FL 33138 jam_ @ 1988-2014 ACORD CORPORATION_ All rights reserved ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Imo/ 4-2 BUILDING Master Permit No._ P4-rz) 6 l bO- PERMIT APPLICATION Sub Permit No. I5 _ -o- ❑BUILDING ❑ ELECTRIC 7� ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL M. JAN 2420T PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: i O L L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I /r 3 ZV 6 —v ! "? — / (f 7Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '-4 D k n ��I\ / L2! k 6LS Phone#: Address: qZ� 0 /06 J` f+,r-e- /2"( City: VA I A7,y b 'S 140fl0 State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: I� - S 00 cS C b =L -2�;5 t i'� k Phone#: c301F 61-OL —%F� City: 1 fi-rvv t r State: C2 L Zip: 16 Qualifier Name: Phone#: ;�4�- aOq State Certification or Registration #: C W 0 3 zG 0 Z/ Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: _ Value of Work for this Permit: $ L �� d Square/Linear Footage of Work: 41 o b Type of Work: ❑ Addition ❑ Alteration ❑ New ❑//Repair/Replace ❑ Demolition Description of Work: /gym Dyt QoZ d T7 n`� SF./ s /'gym ci �Y1SC.{ Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ . Technology Fee Structural Reviews $ Radon Fee $ T 11A U(A % �A Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ f-C--((I S TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign re Signature OWNER or AGENT CONTRACTOR The fo egoing instru ent was acknowledged before me this dav of VV rr ,� 20 by o ' personally kno to me or who has produced as and who did take an oath. Sign Print Seal: LOROTAC0N3 fit+ W COMMISSION #M815N 171PIRES: MAR 21.2018 Bonded through 1st State hVXM APPROVED BY The foregoing instrument was acknowledged before me this day of �» , 20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: 1 (407) 398.0153 MY COMMIS34ON #FF023 EXPIRES June 4, 2017 sss*****sss*ssss*ssss**ss**************sssssss**s*****ssssss****sssss** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk CERTIFICATE OF LIABILITY INSURANCE Date 1/19/2016 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A. Lion Insurance Company 11075 Insurer B: 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each occurrence $ Commercial General Liability Claims Made ❑ Occur Damage to rented premises (EA occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: Policy ❑Project ❑ LOC General Aggregate Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) Any Auto Bodily Injury All Owned Autos (Per Person) Scheduled Autos Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each occurrence Aggregate Occur ❑ Claims Made Deductible A Workers Compensation and Employers' Liability WC 71949 01/01/2016 01/01/2017 x wC Statu- to Limits OTH- ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO / E.L. Disease - Ea Employee $1,000,000 If Yes, describe under special provisions below. E.L. Disease -Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 84-80-003 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Extreme Roofing, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 10-29-15 (TLD) REISSUE 01-19-16 (AF) Seqin Date 12 13 2012 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to BUILDING DEPARTMENT do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138, Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: _ �0�" L-CK property as required by the Manual of Hurricane Miti Structures as adopted b the Flor)ia Building Comm State of Florida County of Dade The undersigned, being the first duly Sworn to and subscribed before me 1 Notary Public, Sate of Florida at La (SEAL) Date: —49 k(— L that tl ave improved the roof to wall connections of the referenced ation Retrofits for Existing Site -Built Single Family Residential by Rule 9B-3.047 F.A.C. Ohm j Print Name , epose and says that he/ he is the owner for the above property mentioned. day of 20 W COMMIS M M8180 EXPIRES: MAR 21, 2016 Bonded throw 1 et Stets hmmmp FINAL COMPLIANCE Revised on 5/21/2009 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address erlil-itit Parcel Number Issue Date: 1/21/2016 Permit NO. RF-1-16-160 Permit Type: Roof Work Classification. Tile/Flat Permit Status: APPROVED Expiration: 07/19/2016 Applicant 9730 NE 5 Avenue Road 1132060171470 Miami Shores, FL Block: Lot: JOHN & MARIE PERIKLES Owner Information Address Phone Cell JOHN & MARIE PERIKLES 9730 NE 5 Avenue Road (786)236-0254 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EXTREME ROOFING (305)225-1535 (305)282-1247 of Work: Re Roof itional Info: REMOVE EXISTING ROOF SYSTEM & INSTA >sification: Residential nning: 4 Fees Due Amount CCF $18.60 DBPR Fee $5.25 DCA Fee $5.25 Education Surcharge $6.20 Permit Fee - New Roof $350.00 Scanning Fee $12.00 Technology Fee $24.80 Total: $422.10 Valuation: $ 31,000.00 Total Sq Feet: 4180 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-1-16-58398 01/21/2016 Credit Card $ 422.10 $ 0.00 Avananle Inspections: Inspection Type: Up Lift Report Final Roof Tile In Progress Roof in Progress Renailing Affidavit Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: that all the foregpjng information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning Futhptmore, I authoriz t above -named contractor to do the work stated. January 21, 2016 Authorized Signatur�. Owner / Apj*Cant / Contractor / Agent Building Department Copy January 21, 2016 F' Cn1*1 ` f% JAN 2,1 2016 r ROOF ASSEMBL S A ROOFTOP STRUCTURES Y. Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform ermit Applic tion FoF Master Permit No. Section A (General Information) �, . '<, ✓�' Pro ess� No. X 1 Contractor's Name C �'�rQiytc�- �-"' ' -� —� ` C ' � \ � 1 Job Address / d i 5L ✓/`-� , \ `I � 1 ROOF CATEGORYlid v 1 Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ' L New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area (SF)_�'76' Steep Sloped Roof AREA (SSF)370-_1 Total (SF)�� 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers^and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) ' 1 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elieur Palacio on Jun 8, 2015 10:32:12 AM pursuant to 15.37 Licene Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top PW Fast er/Bo ing M erial: 1 Fill in specific roof assembly components and identify L 2 1 1 manufacturer A) � 1 1 (If a component is not used, identify as "NA") Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer: Q 1 Field: " oc @ Lap, # Rows @ � " oc 1 1 �I Perimeter: " oc La ,, // 1 Product Approval No.: � `t'— D�p � � 1 @ p, # Rows" @ (,,a " oc 1 'L 1 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: �" oc @Lap, # Rows T @ " oc 1 1 q Number of Fasteners Per Insulation Board: 1 1 Max. Design Pressure, froT_k sgecific product Field l Perimeted Corne4 1 1 a roval pp system: Illustrate Components Noted and Details as Applicable: 1 1 Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 1 �� U l��o-C� Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, "r 1 1 Type: Coping, Etc. p 1 Indicate: Mean Roof Height, Parapet Height, Height of Base 1 Gauge/Thickness: 0 Flashing, Component Material, Material Thickness, Fastener 1 1 ` / Z Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Slope: 02 Comply with Rff 111 and Chapter 16. 1 1 Anchor/Base Sheet & No. of Ply(s): P�� _ ,� z 1 1 . 1 Ancb r/Ba�s heet�Fastener/� onding Material: 1 1 %ll 12,.4�g S1Irt-»I'-' � v `c 1 1 `9 FT. /a Insulation Base Layer: 1 � F 1 Base Insulation Size and Thickness: �y N fly. Para pet 1 0, --�' A Height 1 Base Insulation Fae r/B ding Material: 1 Top Insulation Layer: /V //� FT. l0 1 1 r S< 1 1 Top Insulation Size and Thickness: 10A (,v Mean 1 Roof 1 1 Top Insulation Fastene5!Q n¢ipa Material: Height 1 1 Base Sheet(s) & No. of Ply(s): AD /� 1 1 1 1 Base Sheet Fastener/Bonding ate al; 1 Ply Sheet(s) & No. of Ply(s): Za 4zeL . � / Ab 1 1 1 Ply 5 tene ding M es/�'/3 /� 1 1 S h �S Top Ply: //i 4"24 (�:;w 1 r- 1 1 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 i ' j " ' ® Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D (Steep Sloped Roof System) 1 /^ 1 Roof System Manufacturer: mil Notice of Acceptance Number: /OZ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 P1: P1:—P1: --100. 7 1 1 1 Deck T 1 Yle' L GU Db'LQ 1 1 Type Underlayment:� 1 Roof�,Ippe: 1 .�► 12 Insulation: 1 Fire Barrier: 1 Ridgeilati n? Mean Roof Height: l� 1 Fastener Type & Spacing: / /y 124.#4 ak 'F-1 J�-J'e_zd /7AYf a—f (n�io �ibG 1 Adhesive Type: 4 -A--) D �` 1 1 Type Cap Sheet:Lk 1 1 Roof Covering: zw'-2(f 1 Type & Size Drip F�� 2�GA 1 Edge: 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 i 1 i 1 1 1 i 1 1 1 1 i i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: _ (C k0"= ��y _ MgX."r= Mr, Product Approval M, 29.3 (P2:-kk-1 xX0,30 = L) _ Mg: Lg_= M2 LL,_24 Product Approval M, _29•3 (P3:-/06,"RX0.;P13 Mg: tar M,, Product Approval M, 0193 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Prntljirt Annrnvml NA Mr required Moment Resistance* Mean Roof Height Roof Sloe p 1 5' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: _ ) - W: x cos E) = Fr, Product Approval F' (P2: x L = x w: _ ) - W: x cos 6 = F2 Product Approval F' (P3: x L = x w: _ ) - W: x cos 6 = Fri Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. StlORESw SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Date Contractor Signature Date 1 73a loc- 5'2.6 Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number TGFU.R1306 - Roofing Systems Page 5 of 51 Coating: — 'TOPCOAT@ EnergyCoteTM Elastomeric Coating" or " TOPCOAT@ MB Plus" or 'TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.Z. 17. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultimal" Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type GI "GAFGLAS@ Ply 4" or 'Tri-Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating: — 'TOPCOAT@ EnergyCoteTM Elastomeric Coating" or 'TOPCOAT@ MB Plus" or "TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 18. Deck: NC Incline: 1 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal N-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 21/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ 20" or "Ruberoid@ SBS Heat Weld 25", fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "TOPCOAT@ EnergyCoteTM Elastomeric Coating" or "TOPCOAT@ MB Plus" or 'TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum' -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or /4 "DensDeck@ DuraGuard— Roofboard" or minimum'/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: ne or two plies p Smooth d with hot rooflng asphalt Membrane- -"GAFGLAS@ MineralSurfaced Cap Sheet" or'Tri-Ply@ Mineoid@ mop Smooth" or "Ruberoid@ ral Surfaced iCapfShee ", fully ully adhered with hot roofing asphalt. Coating: — "TOPCOAT@ EnergyCoteTM Elastomeric Coating" or'TOPCOAT@ MB Pius" or "TOPCOAT 322 White Elastomeric Coating , applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS@ *75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "Ruberoid@ 20" or "Ruberoid@ SBS Heat Weld 25", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap BUR Mineral Surfaced Cap Sheet". Class B Deck: C-15/32 Incline: 31/2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard' Roofboard", minimum /4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum'/4-in. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or'Tri-Ply@ Ultra -Flexible Ply 6", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck: C-15/32 Incline: 31h Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM Roofboard", minimum'/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. ,, ._ --_ --, I,;.,frvt//tPmnlatP/i.10,F.XT/1FRAME/showwage.html?name--T... 2/25/2015 MIAMI-DADS COUNTY MIDiADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, 33175-2474 T (786)Miami FloridaF F (786) 175-2474 (786) 25-99 BOARD AND CODE ADMINISTRATION DIVISION www miamidF economy NOTICE OF ACCEPTANCE OA GAF 1361 Alps Road Wayne, NJ 07470 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 of the Florida Building Code. DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other 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 and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-0611.01 Expiration Date: 11/06/15 MIAMI•DADE COU� Approval Date: 11/06/14 �F,uzgf";111 Page 1 of 29 ROOFING SYSTEM APPROVAL Category: Rooting Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Descriptio Matrix"4 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof Membrane Adhesive systems. GAFGLAS® #75 39.37" ASTM D4601 Type H asphalt impregnated and coated Base Sheet #80 Ultima'TM (1 meter) Wide 39.37" ASTM D4601 glass mat base sheet. Type 11 asphalt impregnated and coated, GAFGLAS® Base Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS® FlexPly�m 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS® Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (I meter) Wide with asphalt coating. GAFGLAS®Mineral 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter) Wide ASTM D3909 surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet GAFGLAS® EnergyCapm BUR Mineral Surface Cap 39.37" (1 meter) Wide surfaced with mineral granules with factory applied EnergyCote'" Sheet GAFGLAS® Stratavene 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator"' Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side with mineral granules embedded in Venting Base Sheet asphaltic coating with factory perforations. GAFGLAS® Stratavene 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on EliminatorTM Perforated (I meter) Wide both sides with asphalt. Surfaced on the bottom side with mineral granules Nailable Venting Base embedded in asphaltic coating. Sheet Ruberoida SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld's Smooth (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld? Granule (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. RoofMatchTM 107 sq. ft. ASTM D6164 Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld' 170 FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 14-0611.01 Expiration Date: 11/06/15 MIpMMADECOUNTY Approval Date: 11/06/14 �F!122-.IlygljPage 2 of 29 Test Product Product Dimensions Specification Description Ruberoida SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld' Plus (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld- Plus FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. Ruberoid® EnergyCap- 39.37" ASTM D6164 Non -woven polyester mat coated with fire retardant polymer -modified asphalt and SBS Heat -Weld' Plus FR (1 meter) Wide surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® SBS 39.37" ASTM D6163 Non -woven polyester mat coated with Heat -Weld" 25 (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® Mop Granule 39.37" ASTM D6164 N n-woen polyester mat coated with 1 merV asphalt and surfaced (1 meter) Wide PoYmodified with mineral granules. Ruberoid® Mop Smooth 39.37" ASTM D6164 olnmervmodified asen pmat coated with Y P halt halt and smooth (1 meter) Wide P surfaced. Ruberoid®mop Plus 39.37" ASTM D6164 Non-woven -modified asphalt and surfaced (1 meter) Wide polymer with mineral granules. Ruberoid® Mop 170FR 39.37" ASTM 136164 Non-wovenre n-wove opolyester mat coatedified asphalt and polymer (1 meter) Wide surfaced with mineral granules. Ruberoid®Mop FR 39.37" ASTM D6164 rNon-woventh tardant e op mersmodified asphaltter mat coated iana re P Y (1 meter) Wide surfaced with mineral granules. Ruberoid® Torch Smooth 39.37" ASTM D6222 NAPP-woven polyester mat coated with (I meter) Wide modified asphalt and smooth surfaced. Ruberoid® Torch Granule 39.37" ASTM D6222 Non-wovencoated with (I meter) Wide APP modified asphalt and surfaced with mineral granules RuberoieEnergyCapry 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter) Wide grade bottom surface and a mineral top surface coated with factory granular applied EnergyCote . Ruberoid® EnergyCap- 39.37" ASTM D6222 APP modified cap membrane with a torch bottom surface and a mineral Torch Granule Plus FR (1 meter) Wide grade granular top surface coated with factory applied EnergyCote". RoofMatch" 107 sq. ft. ASTM D6222 Non -woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® Torch FR 1 meter ASTM D6222 i� fire etrdtasphalt (39.37") Widean modifed bitumen membrane with granule surface. NOA No.: 14-0611.01 Expiration Date: 11/06/15 MMWEIADECOUNTY Approval Date: 11/06/14 �Fjzlwemvj Page 3 of 29 Test Product Product Dimensions Specification Description Ruberoid' 20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37") Wide with a glass fiber mat: Ruberoie 30 1 meter ASTM D6163 Non -woven fiberglass mat coated with (39.37") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid® 30 FR 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire (39.37") Wide retardant, polymer -modified asphalt and surfaced with mineral granules. Ruberoie EnergyCap- 30 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire FR SBS Membrane (39.37") Wide retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® Dual FR 39.37" (1 meter) ASTM D6162 Non -woven polyester and fiberglass mat Wide coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Topcoat® Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic, water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed -through. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber sealant designed to protect and Surface Seal SB restore aged roof surfaces and to increase a roofs reflectivity. FireOut7 Fire Barrier 5, 55 gallons Proprietary Low VOC, water -based fire barrier Coating VersaShieie 42" x 100' rolls ASTM D226 coating. Non -Asphaltic, fire resistant fiberglass - Fire -Resistant Roof Deck based underlayment. Protection NOA No.: 14-0611.01 Expiration Date: 11/06/15 MIAMI•DADECOUNTY Approval Date: 11/06/14 x' ' Page 4 of 29 APPROVED INSULATIONS: Product Name EnergyGuard'" Polyiso Insulation EnergyGuarC RA Polyiso Insulation EnergyGuard7 RN Polyiso Insulation EnergyGuard' Perlite Recover Board EnergyGuard'T' Perlite Roof Insulation EnergyGuard7 RA Composite Polyiso Insulation StructodeO High Density Fiber Board SecurocO Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Teew #12 Fastener Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 Product Description Carbon steel fastener used in steel or wood decks. Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FbberBoard, Inc. United States Gypsum Corp. Manufacturer Dimensions (With Current NOA) Various GAF 2. Drill-Tec'v #14 Fastener Carbon steel fastener used Various GAF in steel, wood or concrete 3. Drill-Tec"J XHD Fastener decks. Carbon steel extra heavy Various GAF duty fastener used in steel 4. Drill-Tec" AccuTrac®Flat decks. AZ -SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- Tec'� #12 Fastener, Drill- Tec'W # 14 Fastener and Drill-Tec" #15 Fastener. 5. Drill-Tec"' ASAP 3S Drill-Tec"M #12 fastener Various GAF with Drill-Tec'M 3" Standard Steel Plate. 6. Drill-Tec" AccuTrac Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill-Tec' 7. Drill-Tec"" 3" Steel Plate fasteners. Round galvalume steel 3" GAF stress plate for use with Drill-Tec'" fasteners. 8. Drill-Tec'' 3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec"d fasteners. NOA No.: 14-0611.01 Expiration Date: 11/06/15 MIAMMDADECou Approval Date: 11/06/14 �gjamqnqlj Page 5 of 29 EVIDENCE SUBMITTED: Test Aeency Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01 /28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD 1 A&AM FMRC 4470 04/01 /98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF-020-02-01 ASTM D249 02/01 /02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 iRT-ARCON Inc. 02-005 TAS 114 03/01 /02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01 /08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12-2 ASTM D6222 07/17/12 G34140.04.11-2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31 /10 G34140.04.11-4 ASTM D4601 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G33470.01.11 ASTM D6164 01/13/11 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R 1 ASTM D3909 11 /26/ 12 PRI Construction Technologies LLC. ASTM D2178 GAF-314-02-01 08/23/11 ASTM D2178 GAF-315-02-01 08/23/11 ASTM D6083 GAF-245-02-01 06/10/10 ASTM D6083 GAF-084-02-01 07/08/05 ASTM D6083 GAF-245-02-01 06/10/10 ASTM D6083 GAF-084-02-01 07/08/05 Momentum Technologies, Inc. ASTM D6162 AX04C9A 06/05/09 NOA No.: 14-0611.01 Expiration Date: 11/06/15 MIAMWADE COUNTY Approval Date: 11/06/14 Page 6 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut"m Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima"" Base Sheet, GAFGLAS® Stratavente Eliminator 20, Ruberoide' SBS Heat -Weld"" Smooth Nailable Venting Base Sheet, Ruberoide or Ruberoide SBS Heat -Weld"" 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly"m 6, GAFGLAS® #75 Base Sheet or any to deck with approved annular ring shank nails and Options: of above base sheets attached tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly"" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec" 412 Fastener, Drill-Tec"" # 14 Fastener or Drill-Tec"" XHD Fastener and Drill-Tec"" 3" Steel Plate, Drill- Tec" AccuTraco Flat Plate or Drill-Tec"' AccuTrace Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® FlexPly"" 6, GAFGLAS4#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS® #80 Ultima Base Sheet, Ruberoie20, Ruberoid®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'' 412 Fastener, Drill-Tec"" 414 Fastener or Drill-Tec'M XHD Fastener and Drill-Tec"" 3" Steel Plate, Drill-Tec"" AccuTrac Flat Plate or Drill-Tec AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' � insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-0611.01 Expiration Date: 11/06/15 ML MNDADECOUNTY Approval Date: 11/06/14 Page 25 of 29 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec'' #12 Fastener, Drill-Tec'M #14 Fastener or Drill-Tec'" XHD Fastener (Continued) and Drill-TecT' 3" Steel Plate, Drill-Tec'm AccuTrac Flat Plate or Drill-Tec"" AccuTraco Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly". 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid Mop 170 FR, Ruberoid® Mop Granule, RoofMatch"' SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap- 30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule, RoofMatch"' SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoido20, Ruberoid® 30, RuberoieEnergyCap-30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. r GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap' " BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-0611.01 Expiration Date: 11/06/15 MAM4DADE COON Y Approval Date: 11/06/14 �ugzmnqfjPage 26 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecO Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OFTHISACCEPTANCE NOA No:: 14-0611.01 Expiration..Date:, 11/06/15 MIAMMADECOUNTY Approval Date: 11/06/14 �ffnaztexjvl Page 29 of 29 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/sera 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 of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other 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 renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA,No.: 12-0222:02,• MuMI•aane C IUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12_ Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type• Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking, one-piece, 'S' w = 13" shaped, high-pressure extruded concrete roof ''/z" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 11I TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (1111) and Dimensions (I x w ) Tile Profile Weight-W (lbf) 1 Length-1 (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft) Batten Application X (ft) Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 18 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoarn Pol ProTm 66.5 Polyfoarn Pol ProTm 38.74 3 Large paddy placement of 63 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol Pro7m. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 NAIL HOLES PROFILE DRAWING 5/8 " m BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0222.02 MAW EC UNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 of the Florida Building Code. DESCRIPTION: TILE BONDTm Roof Tile Adhesive LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other 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 revises NOA# 11-0616.03 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0820.08 Miaru•oaDe COUNTY Expiration Date: 08/23/16 Approval Date: 09/04/14 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TILE BONDTm Roof Tile Adhesive as manufactured by The Dow Chemical Company as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using TILE BONDTM Roof Tile Adhesive. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications TILE BONDTM Roof Tile N/A TAS 101 Adhesive PRODUCTS MANUFACTURED BY OTHERS: Product Description Single component polyurethane foam roof tile adhesive Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of TILE BOND roof tile adhesive. MANUFACTURING LOCATION: Wilmington, IL. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.83 lbs./ft.3 Compressive Strength ASTM D 1621 14.31 psi Tensile Strength ASTM D 1623 31.2 lbf @ 180°F, 65% RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 2.21 % absorbed by Volume Moisture Vapor Transmission ASTM E 96 3.00 Perm / Inch Dimensional Stability ASTM D 2126 -0.47% Volume Change @-40°C., 2 weeks -4.05% Volume Change @70°C., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86.3% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation NOA No.: 14-0820.08 MIAMMADE COUNTY Expiration Date: 08/23/16 Approval Date:.09/04/14 Page 2 of 9 EVIDENCE SUBMITTED: Test Auncv Test Identifier Test Name/Report Date Center for Applied 25-7512-1 TAS 101 01/25/96 Engineering 25-7512-2 TAS 101 01/25/96 25-7512-3 TAS 101 01/25/96 25-77512-4 TAS 101 01/25/96 25-7781 Physical Properties Testing 11/07/96 257794-2 SSTD 11-93 10/03/96 South Research Institute 01.8366-014 ASTM E108-95a February 1997 Walker Engineering, Inc. N/A Evaluation of Test on a Two -pad 12/16/97 System Celotex Corp. Testing 520111-1 TAS 101 12/28/98 Services 520111-2 TAS 101 12/28/98 520111-3 TAS 101 12/28/98 520111-4 TAS 101 12/28/98 520111-7 TAS 101 12/28/98 520111-8 TAS 101 12/28/98 520111-12 TAS 101 12/28/98 520135-3 TAS 101 02/01/99 520135-4 TAS 101 02/01/99 520135-5 TAS 101 02/01/99 IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 NOA No.: 14-0820.08 Miat�i•naoe c�VaMfyjqouNnr Expiration Date: O8/23/16 Approval Date: 09/04/14 Page 3 of 9 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BOND Roof Tile Adhesive can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE BONDTM Roof Tile Adhesive roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F —W 2 F'= MS 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION: 1. TILE BONDTM Roof Tile Adhesive may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of TILE BONDTM Roof Tile Adhesive. 2. TILE BONDTm Roof Tile Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BONDTm Roof Tile Adhesive shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. TILE BONDTM Roof Tile Adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BONDTM Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BONDTM Roof Tile Adhesive has been dispensed. 7. TILE BONDTm Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE Tile Profile Placement Detail Minimum patty Weight per tile (grams) Contact Area (Square inches) Flat / Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 High Profile ( Head) High Profile (Nose) #3 22.0 11.0 39 19.5 Two Piece Barrel 1 #4 1 11.6 1 20 NOA No.: 14-0820.08 htuuMForme COUNTYExpiration Date: 08/23/16 Approval Date: 09/04/14 Page 4 of 9 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING' PTWYII rRMuiREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0820.08 Expiration Date: 08/23/16 Approval Date: 09/04/14 Page 5 of 9 ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 14-0820.08 Expiration Date: 08/23/16 Approval Date: 09/04/14 Page 6 of 9 MEDIUM PROFILE DETAIL #2 NOA No.: 14-0820.08 Expiration Date: 08/23/16 Approval Date: 09/04/14 Page 7 of 9 HIGH PROFILE DETAIL #3 NOA No.: 14-0820.08 Expiration Date: 08/23/16 Approval Date: 09/04/14 Page 8 of 9 BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE NOA No.: 14-0820.08 Expiration Date: 08/23/16 Approval Date: 09/04/14 Page 9 of 9 MIAMi. ADE MIAIIII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Sov/economy Sunshine Windows Manufacturing, Inc. 1745 W 33'd Place Hialeah, FL 33012 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 (Iii Miami Dade Count),) 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. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mullion L.M.I.," sheets I through 21 of 21, dated 02/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Accepu"e number and approval date by the Miaiiii-Dade County Product Control Section. •• • • • • • • • • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • .. • LABELING: Each unit shall bear a permanent label with the manufactu•er'sWih'Vor logo,*city, stale, • model/series, and following statement: "Miami -Dade County Product Control Applo�ed", lip?d$S`gthet�«se •': noted herein. • • • • • • • . • RENEWAL of this NOA shall be considered after a renewal application has bCCn filed anc;thQre•llas bpj . • no change in the applicable building code negatively affecting the performance of TIT "groduct. • • TERMINATION of this NOA will occur after the expiration date or if there lids been a retisimior cliaYt�•�':• in the materials, use, and/or manufacture of the product or process. Misuse of this 14A as aiL cpdorset;oxt.: of any product, for sales, advertising or any other purposes shall automatically terminate this 0M. Fa"ilure • 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 and consists of this page l and evidence page E-1, as well as approval document mentioned above. The submitted documentation Nvas reviewed by Manuel Perez, P.E. V {� NOA No. 11-1216.02 1 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 Page 1 • • • • ✓P Pp, O • c' ry he>, sp '. j N<< ��, °'cr Apr p0�, �'� gyp• s�o Q�h G^ 4i�/ POr O N�h4 .QPsG ?PPrP Act orhP '�� ; 'vr Tor ,� rr, �d� `'p,, '6/ Jr., c� �•,. 5P^ ,,P/P,r," fir ..ter, �, �pJ� rr ��3s)4n z<' �o • �'r ` `.'h �f>J,hi�, .'�r` '6,.�. �^''�<idr,0� �TjJ ry''SN oc�� v7s y wr d ��/./.N-r,F ��r �Gr, ro r r. �. '�� J o � ?�,, • q, .�, ,� . ,c. �r Od!' / C� I• '� Ns �Pr� rah ✓Ch f�;� �%Ji, �.i� dS�. !� r ri'• �iG., r 0 Pr! d �J p rd �ij r� o ; r �� N ro r r�r. `J�• PO/ cn� s � tii • J h ^•?i '% Q'r. .r � `JG by Jp p� � `'. • �i- `c° s J p c'p, /frig.•:, p�Y / Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. 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 fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL- 7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE . • • • •, 1. Miami -Dade Department of Regulatory and Economic Resour(1:'tER) .. •"• ' • • •' • , E. MATERIAL CERTIFICATIONS • • • • • • • 1. None. , F. STATEMENTS • • 1. Statement letter of conformance, complying with the FBC-2CCM,:Jrtd of no financial • • interest, dated February 23, 2013, signed and sealed by Franc scoofternake4,P.E,.0. •.'• 2. Proposal No. 11-1216.02 issued by Product Control, dated 1rivary 31,.2012, sigictio • • i . by Manuel Perez, P. E. • • • G. OTHERS 1. None. r' ' Manuel Perez, P.E. Product Control Examjner NOA No. 11-1216.02 Expiration Date- March 28, 2018 Approvai Date: March 28, 2013 E-1 . o z 0 a N 125" OR 0.250" THICKNESS GLAZING UNIT SEE NOTES 2 AND 4 OF GENERAL NOTES VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS GLAZING UNIT. SEE NOTES 2 AND 4 �OF GENERAL NOTES 3 1/2" � OR 4" 0ALUM. TUBE 0.082" OR 0.125" THICKNESS ` VARIES 90, TO 180, I VERTICAL ROUND TUBE MULLION GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER SIZE AND SPACING. 3.- TYPE OF ANCHORS: FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY, 2BY OR WOODEN STRUCTURES USE 1 /4" DIAM. TAPCON BY "ITW BUILOEX" (NOA No.07-1126.10); FOR ATTACHMENT TO METAL STRUCTURES, OR METAL TO METAL CONNECTIONS USE 1 /4" DIAM. GRADE 5 SHEET METAL SCREWS. 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. 5.- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. 6.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. INDEX OF DRAWINGS 1 OF 22 .- MULLION SECTIONS, GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. 2 OF 21 .- MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CLIPS LOCATION DETAILS. 3 OF 21 .- TABLE # 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS. 4 OF 21 .- TABLE # 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 5 OF 21 TABLE # 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS, 6 OF 21 .- TABLE # 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS. 7 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH 1 BY WOOD BUCK. 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 9 OF 21 ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 113Y WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 10 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2" X 6" MULLION. 12 OF 21 .- ANCHOR CONFIGURATION TYPE 81 ON CONCRETE OR MASONRY. 13 OF 21 .- ANCHOR CONFIGURATION TYPE 82 AND 83 ON CONCRETE OR MASONRY. 14 OF 21 .- ANCHOR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. 15 OF 21 .- ANCHOR CONFIGURATION TYPE C1 ON METALLIC STRUCTURE. 16 OF 21 .- ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. 18 OF 2. .- ANCHOR CONFIGURATIONS TYPE D2, D3 AND D4. MULLION TO MULLION CONNECTIONS. 19 OF 21 ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, CR2 AND CR3. 20 OF 21 .- ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. • 21 OF 21 .- ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2, CR3 AND CRC... 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTNE SHALL BE NOT LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND STEEL SHALL BE Fy= 36 ksl MIN. 8.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T6. 9.-- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. 10.-- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G=0.55 OR GREATER DENSITY. ALL ANCHORS INSTALLED IN WOOD SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8" MIN. EMBEDMENT. 11.- CONCRETE STRENGTH: f'c=3,200 psi MIN., CMU PER ASTM C90, GROUT FILLED CMU fm= 2,000 psi MIN. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2" MINIMUM DIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4" MIN. EMBEDMENT, (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL FINISHES). 12.- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH THE SECTION 2003.8.4 OF THE 2010 FLORIDA BUILDING CODE. Monufocturing, Inc. 1745 W. 33rd Plate Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 ••• •• PROCEDURE FOR MULLION SELECTION V044 00 1. DETERMINE THE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BUILDING CODE. " 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES # 1 AND # 4 ON ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3. USE TABLES # 2, # 3 AND # 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TO MEET THE DESIGN LOAD (MULLION CAPACITY). 4. HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING TABLE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. Drown by: NM Dote: 02-11-13 Stole: 1/2" 1" F Revision: lppraved as co:nplyiog with tie i .- '�� Revision: Florida fiukiiiR Ccle, Date .^___ :'. _r" _��.., �d-2'1`_t?x pRAWING N0. M 20PRANCISCO rvoAs bliaml Dade Product C ntro) HERNANDEZ FLORIDA PE # 51393 SHEET By, -- = 1 OF 21 ,•, ROUND MULLIONS CROSS SECTIONS 0,082 3.500 3 1/2" ROUND MULL ALLOY: 6063-T6 n 1qy 4.000 4" ROUND MULL ALLOY: 6063-T6 A I 7 I 1 4043 FILLER ALLOY ,CONTIN. WELD 1 B 1 TOP VIEW ROUND MULLION ANCHOR SLEEVE ALLOY: 6063-T5 SECTION 1-1 ROUND MULLION ANCHOR SLEEVE ALLOY: 6063-T5 ROUND MULLLION SLEEVES MULLION TYPE DIMENSIONS A B C 3 1 /2" 0 5.500" 3.250" 0.125" 4"0 6.000" 3.687" 0.125" NOTES: - FOR ROUND MULLION AND ANCHOR DESIGN LOADS SEE SHEET 6 OF 21. - FOR CONFIGURATIONS OF ROUND ANCHORS SEE SHEETS 19, 20 AND 21 OF 21. RECTANGULAR MULLIONS CROSS SECTIONS 0.125 4.000 4.000 --0125 3.000 3.000 2.000 2.000 0.094 1.000 OPTIONAL TIP 1 " X 2" X 1/8" 1" X 3" X 1/8" 1" X 4" X 1/8" ALLOY: 6063-T6 0.250 0.250 4.000 1.000 1 " X 4" X 1 /4" ALLOY: 6063-T6 0.250 0.250 6.000 2.000 2" X 6" X 1 /4" ALLOY: 6063-T6 1"X2"X 1/8" 1 " X 3" X 1/8- 1 X 4" X 1/8" ALLOY: 6063-T6 0.125 0.750 0.125 0.094q969125 4.500 0.125 V1 CLIP ).500 ALLOY: 6063-T5 0.125 6.000 1-----T0.125 4.000 2.000 2" X 4" X 1/8" 2" X 6" X 1/8" ALLOY: 6063-T6 DETAIL 9 U CLIPS HORIZONTAL POSITION MULLION TO MULLION DETAIL 1 V CLIPS HORIZONTAL POSITION ON SUBSTRATES DETAIL 5 V CLIPS HORIZONTAL POSITION MULLION TO MULLION DETAIL 10 U CLIPS VERTICAL POSITION MULLION TO MULLION ANCHOR CLIPS CROSS SECTIONS 1.750 0.094- 2.250 969 1.969 0.12: 5.500 V2 CLIP 0.125 t 2.000 2" X 2" X 1/8" ANGLE CLIP 0.125 ;2.000 5.000 0.125 2" X 5" X 1/8" ANGLE CLIP ALLOY: 6063-T5 ALLOY: 6063-T5 ALLOY: 6063-T5 ANCHOR CLIPS LOCATION DETAILS DETAIL 2 L CLIPS HORIZONTAL POSITION ON SUBSTRATES DETAIL 6 L CLIPS HORIZONTAL POSITION MULLION TO MULLION DETAIL 11 ROUND MULLION SLEEVE VERTICAL POSITION ON SUBSTRATES MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CLIPS LOCATION DETAILS DETAIL 3 V CLIPS VERTICAL POSITION ON SUBSTRATES DETAIL 7 V CLIPS VERTICAL POSITION MULLION TO MULLION 1pproved ss co:iipf ,12g with $be Flurida Bulding Cale NOflN �_ a 117inn�i Dsd2 Peotluet Conlro;'' By, 0.125 2.250 14 0.750 U CLIP ALLOY: 6063-T5 DETAIL 4 L CLIPS VERTICAL POSITION ON SUBSTRATES DETAIL 8 L CLIPS VERTICAL POSITION MULLION TO MULLION 1+ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Monufacturing, Inc. 1745 W. 33rd Place Hioleoh, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 Z 0 Fes( a 1� • • WOO. • • • • NM Drawn by: Dote: 02-11-13 Scale: 1/4" = 1' Revislon: Revision: DRAWING NO. M2011 SHEET 2OF21 l] ta I'll 010 10119111"a 1► MULLION DESIGN LOAD - PSF MULLION DESIGN LOAD - PSF MULLION DIMENSIONS WIDTH (W) 27' DESIGN LOAD - PSF DIMENSIONS MULLION MULLION MULLION MULLION DIMENSIONS WIDTH (W) 27' MULLION MULLION MULLION MULLION MULLION MULLION WIDTH (W} SPAN i X 2 X 1/8" 1 X3 X 1/8' i X 4 X 1/8' 1 X 4' X 1/4" SPAN 1'X 4 X 1/4' 2'X 4' X 1/8' 2"X 6 X 1/8' 2'X 6 X 1/4' SPAN 2'X6 X 1/8' 2 X 6 X 1/4' 27' 39' 128.5 140.0 140.0 140.0 84" 140.0 115.4 140.0 140.0 120" 122.6 140.0 37' 93.75 140.0 140.0 140.0 37 48' 60' 66" 112.8 84.20 140.0 140.0 37' 48' 60' 66' 89.45 140.0 48' 72.25 140.0 140.0 140.0 87.00 64.90 140.0 140.0 68.90 126.6 60' 57.80 119.9 140.0 140.0 69.55 51.90 112.5 140.0 55.15 101.3 66' 52.55 109.0 140.0 140.0 63,25 47.20 102.3 140.0 50.15 92.10 74' 46.85 97.25 140.0 140.0 74' 56.40 42.10 91.25 140.0 74' 80" 27' 37" 44.70 82.15 80' 43.35 90.00 140.0 140.0 80' 27" 52.15 38.90 84.40 140.0 41.35 76.00 27' 51' 57.45 140.0 140.0 140.0 90' f 25.7 77.30 140.0 140.0 126" 111.2 140.0 37' 41.90 113.7 140.0 140.0 37' 48' 80• 91.70 56.40 140.0 140.0 81.15 140.0 48' 32.30 87.65 140.0 140.0 70.70 43.45 122.6 140.0 48" 60• 86' 74' 62.55 114.9 60• - 70.10 112.8 140.0 56,55 34.75 98.00 140.0 50.00 91.90 66' - 63.75 102.5 140.0 66" 51.40 31.60 89.15 140.0 45.45 83.50 74' - 56.85 91.45 140.0 74" 45.85 28.20 79.50 140.0 40.55 74.50 80' - 52.60 84.60 140.0 80' 27' 42.40 - 73.55 135.1 80" 27' 37' 37.50 68.90 27' - 111.9 140.0 140.0 ■ 96 103.6 64.45 140.0 140.0 132' 101.3 140.0 37' - 81.65 140.0 140.0 37• 48' 80• 75.55 47.00 139.7 140.0 73.90 135.8 48' - 62.95 109.0 140.0 58.25 36.25 107.7 140.0 48' 57.00 104.7 60• - 50.35 87.20 140.0 46.60 29.00 86.20 140.0 60' 66" 74" 45.60 83.75 66' - 45.75 79.25 140.0 66• 42.35 - 78.35 140.0 41.50 76.15 74' - 40.80 70.70 138.3 74' 84" 27' 37.75 - 69.90 128.4 36.90 67.90 g0' - 37.75 65.40 128.0 35.00 - 64.65 118.7 80' 27' 37' 48' 60' 34.20 62.80 27' 63' - 87.30 140.0 140.0 102" 86.35 54.30 140.0 140.0 t38" 92.70 140.0 37' - 63.70 119.8 140.0 37' 63.00 39.60 123.8 140.0 67.65 124.2 48• - 49.10 92.40 140.0 48" 48.55 30.50 95.45 140.0 52.15 95.80 - 39.30 73.90 140.0 64' 86' 74' 80' 27' 38.85 - 76.35 140.0 41.70 76.60 66' - 35.70 67.20 131.5 35.30 - 69.40 127.5 66' 37.90 69.65 74' - 31.85 59.90 117.3 31.50 - 61.90 113.7 74' 33.80 62,10 80' - 29.45 55.40 108.4 29.10 - 57.25 105.2 80' 27' 31.25 57.45 27' 75' - 51.75 111.0 140.0 108' 72.70 46.10 140.0 140.0 144" 85.10 140.0 37' - 37.75 81.00 140.0 37" 53.00 36.65 110.4 140.0 37" 62.10 114.1 48' 60• - 29.10 62.40 122.1 48" 60■ 66' 74' 40.90 - 85.10 140.0 48" 47.85 87.90 - - 49.90 97.70 32.70 - 68.10 125.1 fi0■ 66' 38.30 70.35 66' - - 45.40 88.85 29.75 - 61.90 113.7 34.80 63.50 74' - - 40.50 79,25 - - 55.20 101.4 74' 80' 31.00 57.00 80• _ _ 37.45 73.30 84" - - 51.00 93.80 28.70 52.70 HORIZONTAL. GLAZING RECTANGULAR PRODUCT MULLION VERTICAL RECTANGULAR MULLION GLAZING LGLAZING PRODUCT PRODUCT MULLION SPAN TRIBUTARY WIDTH (W) = W1 + W 2 HORIZONTAL MULLIOU 3 N VERTICAL RECTANG. MULLION v> z 3 GLAZING GLAZING PRODUCT PRODUCT 1 W1 W2 1 1 TRIBUTARY WIDTH (W) = INN + W2 2 VERTICA MULLION NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. Approved as complyLag wllh the Florida i3ulding Cede Date ,... NOAI/ Mleeal Dade Product Contra! FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ Sunshine Windows IrRanufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph. (305)364-9952 fox:(305)828-5118 » a z 0 Y••t a •• • • Drawn by. NM Dote: 2-11-13 Scale: NTS Revision: Revision: DRAWING NO. M201 1 SHEET 3 OF 21 load ••• ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE # 2 ANCHOR DESIGN LOAD - PSF DIMENSIONS ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C ANCHOR TYPE D WIOTH (W) SPAN CONFIGURATIONS CONFIGURATIONS CONFIGURATMS CONFIGURATIONS Al A2 A3 81 82 1 83 CS C2 C3 02 03 04 27' 129.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 37' 39' 94.80 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48' 73.10 140.0 140.0 118.1 140.0 140.0 113.2 140.0 140.0 113.2 140.0 140.0 60• 58.45 116.9 140.0 94.50 140.0 140.0 90.55 140.0 140.0 90.55 135.8 140.0 66" 53A5 106.3 140.0 85.90 140.0 140.0 82.35 140.0 140.0 82.35 123.5 140.0 74" 47.40 94.80 140.0 76.60 140.0 140.0 73.45 140.0 140.0 73.45 110.1 140.0 80" 43.85 87.70 131.5 70.85 140.0 140.0 67.90 135.8 140.0 67.95 101.9 135.8 27' 99.35 140.0 140.0 140.0 140.0 1 140.0 153.9 140.0 140.0 140.0 140.0 140.0 37• 0 140.0 140.0 117.2 140.0 140.0 112.3 140.0 140.0 112.3 140.0 140.0 48• 0 111.8 140.0 90.35 140.0 140.0 86.55 140.0 140.0 86.55 129.8 140.0 60'66' 51' r44.0 89.45 134.1 72.25 140.0 140.0 69.20 138.5 140.0 69,25 103.9 138.5 5 81.30 121.9 65.70 131.4 140.0 62.95 125.9 140.0 62.95 94.45 125.9 74" 36.25 72.50 108.7 58.60 117.2 j 140.0 56.15 112.3 140.0 56.15 84.25 112.3 go. 3-150 67.05 100.6 54.20 108.4 140.0 51.95 103.9 140.0 51.95 77.90 103.9 27• 87.35 140.0 140.0 140.0 140.0 140.0 135.3 140.0 140.0 135.3 140.0 140.0 37' 63.75 127.5 140.0 103.0 140.0 140.0 98.75 140.0 140.0 98.75 140.0 140.0 48" �• 49.15 98.30 140.0 79.45 140.0 140.0 76.10 140.0 140.0 76.10 114.2 140.0 6 0' 39.30 78.65 117.9 63.55 127.1 140.0 60.90 121.8 140.0 60.90 91.35 121.8 66' 35.75 71.50 107.2 57.75 115.5 140.0 55.35 110.7 140.0 55.35 83.00 110.7 74' 31.85 63.75 95.65 51.50 103.0 139.1 49.35 98.75 140.0 49.35 74.05 98.75 80" 29.45 58.95 88.45 47.65 95.30 128.7 45.65 91.37 137.0 45.65 68.5 91.35 27' 80.45 140.0 140.0 130.0 140.0 140.0 124.6 140.0 140.0 124.6 140.0 140.0 37' �• 58.70 117.4 140.0 94.85 140.0 140.0 90.90 140.0 140.0 90.90 140.0 140.0 48• 45.25 90.50 135.7 73.10 140.0 140.0 70.10 140.0 140.0 70.10 140.0 140.0 so` 36.20 72.40 108.6 58.50 117.0 140.0 56.05 112.1 140.0 56.05 112.1 140.0 66' 32.90 65.80 98.70 j 53.10 106.3 140.0 50.95 101.9 140.0 50.95 101.9 140.0 74" 29.35 58.70 88.05 47.40 94.85 128.1 45.45 90.90 136.4 45.45 90.90 136.4 80" 27.15 54.30 81.45 43.85 87.75 118.4 42.05 84.10 126.1 42.05 84.10 126.1 27' 67.55 135.1 140.0 109.2 140.0 140.0 104.6 140.0 140.0 104.6 140.0 140.0 37' 49.30 98.60 140.0 79.70 140.0 140.0 76.35 140.0 140.0 76.35 114.5 140.0 48• 38.00 76.00 114.0 61.40 122.8 140.0 58.85 117.7 140.0 58.85 88.30 117.7 60' 75' 30.40 60.80 91.20 49.10 98.30 132.7 47.10 94.20 140.0 47.10 70.65 94.21 66` 27.60 55.25 82.95 44.65 89.35 120.6 42.80 85.60 128.4 42.80 64.20 85.60 74• 24.65 49.30 73.95 39.85 79.70 107.6 38.15 76.35 114.5 38.15 57.25 76.35 80' 22.80 45.60 68.40 36.85 73.70 99.50 35.30 70.65 1 105.9 1 35.30 52.50 70.65 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS 7 AND 8 OF 21 A2 SHEET 9 OF 21 A3 SHEETS 10 AND 11 OF 21 81 SHEET 12 OF 21 82 SHEET 13 OF 21 83 SHEET 13 AND 14 OF 21 CI SHEET 15 OF 21 C2 SHEET 16 OF 21 C3 SHEET 17 OF 21 D2 SHEET 18 OF 21 03 SHEET 18 OF 21 D4 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE ANCHOR TYPE DESCIPTION OF ATTACHMENT A TROUGH 1' BY WOOD BUCK INTO CONCRETE, MASONRY OR WOOD SUBSTRATE. 8 INTO CONCRETE SUBSTRATE C INTO METAL SUBSTRATE p INTO METAL SUBSTRATE (MULLION TO MUWON) rime 63-111 FOR ANCHOR CUPS SEE DETAILS 1 AND 2 ON SHEET 2 OF _rt FOR ANCHOR CUPS SEE DETAILS 5, 6, 7, 8, 9 AND 10 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 1AND 2 ON SHEET 2 OF 21 HORIZONTAL GLAZING RECTANGULAR PRODUCT RODUCT VERTICAL RECTANGULAR MULLION GLAZING GLAZING PRODUCT PRODUCT 11-11, MULLION SPAN r TRIBUTARY WIDTH (W) = W1 + w2 2 H0 TAL MULLION FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 VERTICAL RECTANG. MULLION FOR ANCHOR CUPS GLAZING GLAZING SEE DETAILS PRODUCT PRODUCT 3 AND 4 ON 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21, approud as comptyiR8 %v11h lbe FTarida Gulding Ccsjc r Date NOAM e �. Rlinml Bade l'roduei Coutinl I By - W1 I W2 TRIBUTARY WIDTH (W) = W1 + W2 2 VERTICAL MULLION 3 3 FRANCISCO HERNANDEZ FLORIDA PE # 51393 qW�indows SunshineMonufactu 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 l�l 0 I+t a • •• • •• • 00 • • ••• Drown by: NM Date: 2-1 1-13 Scale: NTS Revision:- Revision:- 0 NG NO. M201 1 SHEET 4OF21 • ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE # 3 ANCHOR DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DIMENS10N5 ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C DIMENSIONS WIDTH (w} 27' 37" ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C WIDTH (w) SPAN CONFIGURATIONS CONFIGURATIONS- CONFIGURATIONS SPAN CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS A2 A3 82 83 02 C3 A2 A3 82 83 C2 C3 27' 84" 120.5 140.0 140.0 140.0 140.0 140.0 120" 84.45 126.7 136.5 140.0 130.8 140.0 37' 88.00 132.1 140.0 140.0 136.4 140.0 61.65 92.45 99.60 134.5 95.45 140.0 48' 57.80 101.8 109.7 140.0 105.1 140.0 48' 60" 47.50 71.20 76.80 103.6 73.60 110.4 60' 54.30 81.45 87.75 118.4 84.10 126.1 38.00 57.00 61.40 82.90 58.85 88.30 66' 49.35 74.05 79.75 107.7 76.45 114.7 66" 74' 74' 27' 37' 34.50 51.80 55.85 75.40 53.50 80.25 74" 44.00 66.05 71.15 96.05 68.20 102.3 30.80 46.20 49,80 67.25 47.70 71.60 74' 40.70 61.10 65.80 88.85 63.05 94.60 28.50 42.75 46.00 62.20 44.15 66.20 27' 90' 112.6 140.0 140.0 140.0 140.0 140.0 126' 80.45 120.E 1 130.0 140.0 124.6 140.0 37" 82.15 123.3 132A 140.0 127.3 140.0 58.70 88.00 94.85 128.1 90.90 136.4 48' 63.35 95.00 102.4 138.2 98,10 140.0 48' 45.25 67.85 73.10 98.70 70.10 105.1 80' 50.65 76.00 81.90 110.5 78.50 117.7 60" 66' 36.20 54.30 58.50 79.00 56.00 84.11 66' 46.00 69AO 74.45 100.5 71.35 107.0 32.90 49.35 53.15 71.80 50.95 76.45 74" 41.00 61.65 66.40 89.65 65.35 1 95.45 74" 74' 27" 29.35 44.00 47.40 64.00 45.45 68.20 74' 38.00 57.00 61.44 82.90 58.85 88.30 27.15 40.70 43.85 59.20 42.00 63.00 27' 96" 105.6 140.0 140.0 140.0 140.0 140.0 132' 76.80 115.2 124.1 140.0 118.9 140.0 37' 77.05 115.5 124.5 140.0 119.3 140.0 37' 56.00 84.00 90.55 122.2 86.80 130.2 Q. 59.40 89.10 96.00 129.6 92.00 138.0 48' 43.20 64.80 69.85 94.25 66.90 100.3 60' 47.50 71.25 76.80 103.6 73.60 110.4 60' 66' 34.55 51.80 55.85 75.40 53.50 80.25 66' 43.20 64.80 69.80 94.25 66.90 100.3 31.40 47.10 50.75 68.55 48.65 73.00 74' 38.50 57.75 62.25 84.05 59.65 89.50 74" 74" 27' 28.00 42.00 45.25 61.10 43.40 65.10 74' 35.60 53.45 57.60 77.75 55.20 82.80 25.90 38.85 41.85 56.55 40.15 60.20 27" 102" 99.35 140.0 140.0 140.0 140.0 140.0 138' 73.45 110.1 118.7 t 40.0 113.7 140.0 37' 72.50 108.7 117.2 140.0 112.3 140.0 37' 48' 60" 66' 74' 74' 27' 53.60 80.40 86.60 116.9 83.00 124.5 48" 55.90 83.85 90.35 121.9 86.55 129.8 41.30 61.95 66.75 90.10 64.00 96.00 60' 44.70 67.05 72.25 97.55 69.25 103.9 33.05 49.55 53.40 72.10 51.20 76.80 66' 40.65 60.95 65.70 88.70 62.95 94.45 30.00 45.00 48.55 66.55 46.55 69.80 74" 36.25 54.35 58.60 79.10 56.15 84.25 26.80 40.20 43.30 58.45 41.50 62.25 74' 33.50 50.30 54.20 73.15 51.95 77.90 24.75 37.15 40.00 54.00 38.40 57.60 27" 108' 93.85 140.0 140.0 140.0 143.3 140.0 144' 70.40 105.6 113.7 153.6 109.0 140.0 37" 68.45 102.7 110.7 140.0 106.0 140.0 37' 51.35 77.05 83.00 112.0 79.55 119.3 48' 62.80 79.20 85.30 115.2 81.75 122.6 48' 60' 39.60 59.40 64.00 86.40 61.30 92.00 60' 42,20 63.35 68.25 92.15 65.42 98.10 31.65 47.50 51.20 69.10 49.00 73.60 66' 38.40 57.60 62.05 83.75 59.45 89,20 66' 28.80 43.20 46.55 62.80 44.60 66.90 74' 34.20 51.35 55.35 74.70 53.05 79.55 74' 25.65 38.50 41.50 56.00 39.76 59.65 74' 31.65 47.50 51.20 69.10 49.05 73.60 74' 23.75 35.60 38.40 51.80 36.8 55.20 ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON Al SHEETS 7 AND 8 OF 21 A2 SHEET 9 OF 21 A3 SHEETS 10 AND 11 OF 21 BI SHEET 12 OF 21 82 SHEET 13 OF 21 83 SHEET 13 AND 14 OF 21 CI SHEET 15 OF 21 C2 SHEET 16 OF 21 C3 SHEET 17 OF 21 D2 SHEET 18 OF 21 D3 SHEET 18 OF 21 04 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE ANCHOR TYPE DESCIPTION OF ATTACHMENT A TROUGH t' BY WOOD BUCK INTO CONCRETE, MASONRY OR WOOD SUBSTRATE. 8 INTO CONCRETE SUBSTRATE C INTO METAL SUBSTRATE O INTO METAL SUBSTRATE (MUWOH TO MUWON) NOTES: FOR ANCHOR CUPS SEE DETAILS 1 AND 2 ON SHEET 2 OF 21 FOR ANCHOR CUPS j SEE DETAILS 5, 6, 7, 8, 9, AND 10 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETAILS 3AND 4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3AND 4 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY, 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. FOR ANCHOR CUPS SEE DETAILS 1 AND 2 ON ON SHEET 2 OF 21 HORIZONTAL GLAZING RECTANGULAR PRODUCT MULLION VERTICAL RECTANGULAR MUWON GLAZING GLAZING PRODUCT PRODUCT u MUWON SPAN r TRIBUTARY WIDTH (W) = W1 f W 2 HORIZONTAL MULLION 3 3 VERTICAL • RECTANG. MULLION cn ��• z � • • • GLAZING GLAZING :3 PRODUCT PRODUCT •• W1 W2 : TRIBUTARY WIDTH (W) = W1 + W2 • • • 2 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. 4pproved ns omplyh1a with Qe' riot Ida Bulding Cede Vale A7ioml Wade {'roduet Con r{ of VERTICAL MULLION �z-26 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FloMo 33012 Ph: (305)364-9952 Fox:(305)828-51 18 z • .% • Drown by: NM Dote: 2-11-13 Seale: NTS Revision: Revision: DRAWING NO. M201 1 SHEET 5 OF 21 13 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE # 4 MULLION DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF DIMENSIONS MULLION MULLION ANCHOR TYPE B ANCHOR TYPE C WIDTH (W) SPAN 3 1/2"0 X 0.082' 4'0 X 0.125" CONFIGURATIONS CONFGURATIONS BR2 BR3 BR4 CR2 CR3 CR4 27' 39' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 37' 116.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48' 90.10 140.0 118.1 140.0 113.2 113.2 140.0 140.0 60' 72.10 140.0 94.50 127.6 90.55 90.55 135.8 140.0 66" 65.55 129.0 85.90 116.0 82.35 82.35 123.5 140.0 74' 58.45 115.0 76.60 103.4 73.45 73.45 110.1 140.0 80' 54.00 106.4 70.85 195.70 67.90 67.95 101.9 135.8 27' 93.70 140.0 140.0 140.0 140.0 140.0 140.0 140.0 37' 51' 68.35 134.5 117.2 140.0 112.3 112.3 140.0 140.0 48' 62.70 103.7 90.35 121.9 86.55 86.55 129.8 140.0 60' 42.15 82.90 72.25 97.55 69.25 69.25 103.9 138.5 66' 38.30 75.40 65.70 88.70 62.95 62.95 94.45 125.9 74' - 67.25 58.60 79.10 56.15 66.15 84.25 112.3 80' - 62.20 54.20 73.15 51.95 51.95 77.90 103.9 27' 72.40 140.0 140.0 140.0 135.3 140.0 140.0 140.0 37' 58' 52.85 104.0 103.0 139.1 98.75 140.0 140.0 140.0 48' 40.75 80.15 79.45 107.2 76.10 140.0 114.2 140.0 60" 32.60 64.15 63.55 85.80 60.90 121.8 91.35 121.8 66' - 58.30 57.75 78.00 55.35 110.7 83.00 110.7 74' - 52.00 51.50 69.55 49.35 98.75 74.05 98.75 80' - 48.10 47.65 64.35 45.65 91.35 68.50 91.35 27' 61.25 120.8 130.0 140.0 124.6 140.0 140.0 140.4 37' 44.70 88.15 94.85 128.1 90.90 140.0 136.4 140.0 48' 34.45 67.90 73.10 98.70 70.10 140.0 105.1 140.0 60' 63' - 54.35 58.50 78.95 56.05 112.1 84.10 112.1 66' - 49.40 53.15 71.80 50.95 101.9 76.45 101.9 74' - 44.00 47.40 64.00 45.45 90.90 68.20 90.90 80' - 40.75 43.85 59.25 42.05 84.10 63.05 84.10 27' 36.31 81.65 109.2 140.0 104.6 140.0 140.0 140.0 37' - 59.55 79.70 107.6 76.35 140.0 114.5 140.0 48' - 45.90 61.40 82.90 58.85 117.7 88.30 117.7 60' 75" - 36.70 49.15 66.35 47.10 94.20 70.65 94.21 66' - 33.40 44.65 60.30 42.80 85.60 64.20 85,60 74' - - 39.85 53.80 38.15 78.35 57.25 76.35 80' - 36.85 49.75 1 35.30 70.65 52.50 74.65 ANCHOR DETAILS CROSS REFERENCE TABLE (ROUND MULLIONS) CONFIGURATIONS TOP VIEW LOCATED ON SECTION LOCATED ON BR2 SHEET 19 OF 21 SHEET 21 OF 21 BR3 SHEET 19 OF 21 SHEET 21 OF 21 BR4 SHEET 20 OF 21 SHEET 21 OF 21 CR2 SHEET 19 OF 21 SHEET 21 OF 21 CR3 SHEET 19 OF 21 SHEET 21 OF 21 CR4 SHEET 20 OF 21 SHEET 21 OF 21 DESCRIPTION OF ANCHORS PER TYPE (ROUND MULLIONS) ANCHOR TYPE DESCIPTION OF ATTACHMENT B INTO CONCRETE SUBSTRATE C INTO MET& SUBSTRATE NOTES: FOR ANCHOR CUPS SEE DETAIL 11 ON SHEET 2 OF 21 VERTICAL ROUND zd MULLIONv GLAZING GLAZING 3 FOR ANCHOR CUPS PRODUCT PRODUCT SEE DETAIL 11 ON SHEET 2 OF 21 W1 W2 1 TRIBUTARY WIDTH (W) = W1 + W2 2 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21, 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. -Appiovcd ns complying with Ow Florid: 13- MMng Cede t Date TvOAIl,ys��. sue.: Allaml Dade Product Gornto) BX i 7 `. J j 2•Z'5 -T3 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 IS a z 0 • • • Drown by: NM Dote: 2-11-13 Scale: NTS Revision: Revision: DRAWING NO. M201 1 SHEET 6 OF 21 ALUM. V1 MULLION CLIP `A ALUM. TUBE MULLION 1" X 2" X 1/8" 1" X 3" X 1/8" r TOP VIEW ANCHOR CONFIGURATION TYPE At FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY ALUM. TUBE MULLION NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ALUM. V1 MULLION CLIP i" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION -----1 /4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK 3„ 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY MIN. (1) PER LEG SIDE VIEW A 1/2" MAX. 2" OR 3" ALUMINUM V1 MULLION CLIP 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION. 2 5/8" INT LENGTH FOR 1" X 3" X 1/8" MULLION. 1" BY WOOD 13UCKS BY OTHERS SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION p '.4V 1/4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK E.D. 1 3/4" MIN. EMBEDMENT INTO 2 1/2" MIN. CONCRETE/MASONRY (1) PER LEG ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY B l" 2" X 2„ X 1/8" #14 S.M.S. ALUM. ANGLE (2) EA. ANGLE CL 1" BY WOOD BUCKS BY OTHERS 2" X 2" X 1/8" - - I 1 SHALL BE PROPERLY ANCHORED I TO TRANSFER LOADS TO THE STRUCTURE ALUM. ANGLE , ALUM. TUBE MULLION H. 1 AND SHALL BE APPROVED BY BUILDING #1 S c OFFICIAL PRIOR TO MULLION INSTALLATION A (2) M!G Il Tl I ALUM. TUBE MULLION 1" X 2" X 1/8- 1 X 3" X 1/8" — —04 lU--�1 /4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK TOP VIEW 3" 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY MIN. (1) PER ANGLE SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS I" X 2" X 1 /8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. SIDE VIEW B 2" OR 3" " # 14 S.M.S.- (2) EA. ANGLE 1/2° MAX. 1 2" X 4" X 1/8" ALUM. ANGLE 1 5/8" INT. LENGTH FOR •„ 1" X 2" X 1/8" MULLION. •„ 2 5/8"INT LENGTH FOR ••• 1 " X 3" X 1/8" MULLION. .. • 1" BY WOOD BUCKS 8Y OTHERS • SHALL BE PROPERLY ANCHORED •• TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK E.D. 1 3/4" MIN. EMBEDMENT INTO 2 1/2" MIN. CONCRETE/MASONRY (1) PER ANGLE SIDE VIEW B Approved ns C-OM tYN9 with the Florida Ruiting0;4� r Date NOM f411amiode Product Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 p..............i. nshine Windows ring, lnc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828--51 18 C) NM Drown by: Dote: 02-11-13 Scale: 3/8" = 1 Revision: Revision: DRAWING NO. M2011 SHEET 7 OF 21 ALUM. VI MULLION CLIP �A ALUM. TUBE MUI 1 » x 2" x 1/8" 1" x 3" x 1/8" IV B I-CL TOP VIEW ANCHOR CONFIGURATION TYPE Al FOR 1 " X 2" OR 1 " X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE ALUM. TUBE MULLION NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. #14 S.M.S. (2) EA. ANGLE 2" X 2" X 1/8" ALUM. ANGLE �A ALUM. TUBE MULLION 1" x 2" x 1/8" 1 " x 3" x 1/8" FOR B M. V1 MULLION CLIP 1" 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/2" MAX. 1! 11- 1/4" ITW BUILDEX TAPCON U 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER LEG 3" MIN. SIDE VIEW A ANCHOR CONFIGURATION TYPE Al 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE ALUM. TUBE MULLION #14 S.M.S. (2) EA. ANGLE 1" TOP VIEW 3" MIN. NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR SIDE VIEW A MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 2" X 2" X 1/8" ALUM. ANGLE 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE #14 S.N (2) EA. AN( 1/2" MAX. 1" MIN. SIDE VIEW B 9" OR 3" 1" MIN, SIDE VIEW B ALUMINUM V1 MULLION CLIP 1 5/8" INT. LENGTH FOR 1 " X 2" X 1/8" MULLION. 2 5/8" INT. LENGTH FOR 1 " X 3" X 1/8" MULLION. 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER LEG 2" X 4" X 1/8" ALUM. ANGLE 1 5/8" INT. LENGTH FOR • 1" X 2" X 1/8" MULLION. •.� 2 5/8" INT. LENGTH FOR 1 " X 3" X 1/8" MULLION. 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED •• TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE Approved as e4:lipty1ng w14h the Fforida Bu1c'ring Cedc Date . r NOAH hllaml Daderoduct Control T y FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ............... ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 i.4 v a z 0 N-1 04 94. • see �. •• 1 • • • 1 • • • • .•• Drown by: NM Data: 02-1 1-13 Scale: 3/8" — 1" Revision: Revision: DRAWING NO. M201 1 SHEET 8 OF 21 ANCHOR CONFIGURATION TYPE A2 _ FOR 1 " X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" X 5" X 1/8" --- 4" ALUM. ANGLE " 5/8" 5/8' 1 12 1 OR 2" ALUM. TUBE MULLION I X 5" X 1/8" 1" x 4" x 1/8" ALUM. ANGLE #14 S.M.S. I 1 1" x 4" x 1/4" ----�- ALUM. TUBE MULLION i i 4" (2) EA. ANGLE ` ------ ! N i" x x i%4" 1 #14 S.M.S. ` A o 2" x 4" x 1/8" }i ii (2) EA. ANGLE 1/2" MAX. r- n n n n All ° II o 4° I1 ' II A II II II a 4 p II y � � I V 4 V. U �t U4 U E.D. � 1 BY W000 BUCKS BY OTHERS. 4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK 2 1/2" MIN' SHALL BE PROPERLY ANCHORED --- TO TRANSFER LOADS TO THE STRUCTURE AND " 1 3/4 MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (2) PER ANGLE SIDE VIEW A SIDE VIEW B TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A2 1W FOR 1 " X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4" B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 5/8" 5/t 2" X 5" X 1/8" _ — _ _ ALUM. ANGLE 1" OR 2„ (2) #EA ANGLE ALUMI is.4TUBE 1MULLION 2" X 5" X 1/8" 1" x 4" x 1/4" --- 4- M. ANGL£ 1/2" MAX 2" x 4" x 1/8" ALUM. TUBE MULLION I I / C,, 1 x 4 x 1/8" I I 1 1 " x 4" x 1/4" A o 2" x 4" x 1/8" jl iy (2) EA. ANGLE — E.D. 1" MIN. j 1/4" ITW BUILDEX TAPCON BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT BY OTHERS. INTO WOOD SHALL BE PROPERLY ANCHORED (2) PER ANGLE 1/2" 1/2" TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL TOP VIEW PRIOR TO MULLION INSTALLATION NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR SIDE VIEW A MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4" X t " X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION .1" BY WOOD BUCKS BY TONERS MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE 'SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT.INTO CONCRETE/MASONRY (2) PER ANGLE 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" INT, LENGTH FOR 4" X 1" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. MUST BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (2) PER ANGLE 1pproved 85 cenmplyingwith the Florida t3uiu ng Cede r Date _ s NOAN :-r !t7lFm! ))acic Prrduet Cont�vi f. FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place H Ioleah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 0 a �. •• 0 • NM Drown by: Dote: 02-11-13 Scale: 1 /4" = 1 " Revision: Revision: ORAWiNG NO. M201 1 SHEET 9 OF 21 00100 0 : foo ANCHOR CONFIGURATION TYPE A3 IV FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 B WITH 2" X 5" X 1 /8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2„ X 5" X 1 /8" _ 4,p ALUM. ANGLE �---Cd 1" OR 2" 5/8" 5/8" " ,� ---- 2 X 5 X 1/8 ALUM. TUBE MULLION 1 x 4 x 1/8 ALUM. ANGLE #14 S.M.S. I CL I' 1" x 4" x 1/4 -- ALUM. TUBE MULLION I 1" x 4" x 1 /8" I4 (3) EA. ANGLE I — — 2" x 4" x 1 /8" a 1" x 4" x 1/4" I= # 14 S.M.S. `V ' A 2" x 4" x 1/8" li 11 (3) EA. ANGLE „ 1/2' MAX. a 11 ii I1 II II Il 11 .— ( ' -{� 11 n II n tl p p II Il• it p ° Il II A � 11 p II 11 n iT� all° p II T U ° V. V [ U° U V i E.D. i 1" BY WOOD BUCKS BY OTHERS. 1/4" ITW BUILDER TAPCON „ 2 1/2 MIN' 1__CL' SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK a_ _ TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE 1/2" 1/2' SIDE VIEW A SIDE VIEW B TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 5" X 1 /8" --- 4,1 ALUM. ANGLE �--CLI 1,, 0 "2" X 5" X 1/8" 5/8" 5/8 ALUM. TUBE MULLION 1' x 4 x 1 8 /" ALUM. ANGLE ALUM. ,TUBE MULLION # 14 S.M.S. (3) EA. ANGLE 1 I�CL I -t " 1 x 4 x 1/4 --- i x 4 x 1/8 1" x 4" x 1/4" I= #14 S.M.S. r---I--- i 2' x 4" x 1 /8" rt 1 I 2" x 4" x 1 /8" i y (3) EA. ANGLE 1/2" MAX., ►A o�n u u u n Il II li` I I u u u .p 1/4" ITW BUILDEX TAPCON M I I L2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT �---CL I BY OTHERS. INTO WOOD SHALL BE PROPERLY ANCHORED (3) PER ANGLE TO WITHSTAND LOADS IMPOSED BY GLAZING T PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL 1/2" 1/2" PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. �m SIDE VIEW B 0 2" X 5" X 1 /8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1 " X 1 /8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1 /8" MULLION 1" BY WOOD BUCKS BY TOHERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE -APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4- ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1 " X 1 /8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1 " X 1/4" MULLION 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION -2" BY WOOD BUCK OR WOODEN STRUCTURE -BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE _1l)pr0vCd a3 COMpl)•ing Vvllli tiae 1` loi ida f;uldinH Cc 1lllmol Dade 1'reduct 45-_n1ro1 By FRANCISCO HERNANDEZ FLORIDA PE # 51393 eee ....................... ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hiolech, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 1. i z 0 >a d _2e. e e ee E..t Drawn by: NM Date: 02-11-13 Scale: 1/4" = 1" Revision: Revision: DRAWING NO. M201 1 SHEET 10 OF 21 1 Q 1[ eel e.4 2" X 5" X 1/8' ALUM. ANGLE ALUMINUM TUBE MULLION 2" X 6" X 1/8" 2" X 6" X 1/4" t A < 2" X 5" X 1/8" ALUM. ANGLE ALUMINUM TUBE MULLION- 2" X 6" X 1/8" 2" X 6" X 1 /4" `A N 7 B 1 1/2" 1 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" - * 2" X 5" X 1 /8" .� ALUM. ANGLE ALUM. TUBE MULLION 2" X 6" X 1/8" 2" X 6" X 1/4" II II p ° ° • U 4 V , #14 S.M.S. (3) EA. ANGLE fl o p V A °i 1" BY WOOD BUCKS BY OTHERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A #14 S.M.S. (3) EA. ANGLE 1/2" MAX. r I I I I L1/4" ITW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK 1 3/4" MIN, EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 5/8" 5/8 — --I - VL _ II II tI II to -11 n IT Q II pll° p 11 V° V V E.D. 2 1/2" MIN. SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 2" X 6" X 1/8" AND 2" X 6" X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. 1W ANCHOR CONFIGURATION TYPE A3 B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 1 1/2" 1 1/2" TOP VIEW ALUM, TUBE MULLION 2" X 6" X 1/8" 2" X 6" X 1 /4" —•--• 2" 2" X 5" X 1/8" ALUM. ANGLE i� � #14 S.M.S. E 1. (3) EA. ANGLE 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS, SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A #14 S.M.S. 5/8" (3) EA. ANGLE tr - 1/2" MAX. ' 1/4" ITW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE 1" MIN. CL 2" X 5" X 1/8- ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2" X 6" X 1/8" MULLION 5 3/8" INT. LENGTH FOR 2" X 6" X 1/4' MULLION 1" BY WOOD BUCKS BY TONERS. Sunshine Windows SHALL BE PROPERLY SEALED AND ANCHORED Manufacturing, Inc. TO TRANSFER LOADS TO THE STRUCTURE 1745 W. 33rd Place SHALL BE APPROVED BY BUILDING OFFICIAL Hialeah, Florida 33012 PRIOR TO MULLION INSTALLATION Ph: (305)364-9952 Fox:(305)828-5118 1/4" ITW BUILDEX TAPCON p THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 5/8 SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 2" X 6" X 1/8" AND 2" X 6" X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21 2" X 5" X 1/8" ALUM. ANGLE •....' 5 5/8" INT. LENGTH FOR • • • • • • 2" X 6" X 1/8" MULLION • • • • 5 3/8" INT. LENGTH FOR : • •:': 2" X 6" X 1/4" MULLION • 2" BY WOOD BUCK OR WOODEN STRUCTURE: BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE approved as complying with thQ Florida Ruldinij Cage ,. Date NOM ._ ..t . h7istrnl Dadc�Protiufl Coniro! lly FRANCISCO HERNANDEZ FLORIDA PE # 51393 a 4 C a Z • Drawn by: NM Dote: 02-1 1-13 Scale: 1/4' = 1" Revision: Revision: DRAVYINC NO. M201 1 SHEET 11 OF 21 7 B I—CL N ALUM. VI MULLION CLIP ALUM. TUBE MULLION I 1" x 2" x 1/8" _ 1 " x 3" x 1/8" VARIES TOP VIEW IV B #14 S.M.S. (2) EA. ANGLE CL 2" X 2" X 1/8" ALUM. ANGLE - - I `A ALUM. TUBE MUI 1" x 2" x 1/8" 1" x 3" x 1/8" N VARIES TOP VIEW ANCHOR CONFIGURATION TYPE B1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: CONCRETE ALUM 1" At t'" Vl MULLION CLIP 1/2" MAX. p II 12�6 p II p p U p p I-�1/4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO „ CONCRETE 3 (1) PER LEG MIN, SIDE VIEW A E.D. 2 1/2" MIN. NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE BI FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE to ALUM. TUBE MULLION I ' t � (2) #EA AI1Gl E I '� ALUM. ANGLE 1/2" MAX. II b, II p 1 /4" MY BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO 311 CONCRETE MIN (1) PER ANGLE SIDE VIEW A #14 S.M,S. (2) EA, ANGLE 2" OR 3" SIDE VIEW B ALUMINUM V1 MULLION CUP 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION 2 5/8" INT. LENGTH FOR 1" X 3" X 1/8" MULLION 1/4" ITW BUILDEX TAPCON 1 3/4" MIN, EMBEDMENT INTO CONCRETE (1) PER LEG 2" OR 3" ...` j/8n 5/8„ ••• J O • 2" X 4" X 1/8" ALUM. ANGLE •••, 1 5/8" INT. LENGTH FOR ..•. )1 1 " X 2" X 1/8' MULLION • • • • 2 5/8" INT. LENGTH FOR • 1 II 1" X 3" X 1/8' MULLION 11 � II • • II � li 1/4" ITW BUILDEX TAPCON 1 3/4" MIN, EMBEDMENT INTO _ E.D. CONCRETE 2 1/2" MIN. (1) PER ANGLE SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE B1 AS SHOWN ON THIS SHEET IS VAUD FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. approved as ompplyi"g r,115 Ehc Florida Raldingccroe Date NOA9 R11am1 f1BX sv'� Pradu¢t C rol yr• J2AL�J-6� FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 Z wa .gyp.. �W• • Drawn by: NM Dote: 02-1 1-13 Scale: 3/8" = i� Revision: Revision: DRAWING NO. M201 1 SHEET 12 OF 21 •• ANCHOR CONFIGURATION TYPE B2 FOR 1 " X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 '�' WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE B 2"X5"X 1/8" ALUM. ANGLE __— 4" 2" X 5" X 1/8" ALUM. ANGLE 5/8" 5/8' 3 5/8" INT. LENGTH FOR ALUM. TUBE MULLION F 1° OR 2" 2" X 5" X 1 8° / 4" X 1" X 1/8" MULLION 1 x 4 x 1/8" 1" x 4" x 1/4 =---- ALUM. ANGLE #14 S.M.S. ! I i 1 3 3/8 INT. 4 X 1 X LENGTH FOR „ 1/4 MULLION 2" x 4" x 1/8" _ ALUM. TUBE MULLION 1" x 4" x 1/8" � t (2) EA. ANGLE ------ 3 5/8" INT. LENGTH FOR "' ` A n " / „ _ ji #14 S.M.S. ANGLE O „ rr 4 X 2 X rr 1/8 MULLION o 2" x 4" x 1/8" ii (2) EA. 1/2' MAX. 1/2" +-4- 2" X 5" X 1/8 ALUM. ANGLE ALUM. 4TUBE1MULLION- 1" 1" x 4" x 1/4" 2" x 4" x 1/8" " cv �A 0 +41 /2„ n Q u u Q n 11 ° II'°? Dlt� - 11 to ••e II 11 1/4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO SIDE VIEW A CONCRETE (2) PER ANGLE , e 11 t] I1, ° ° D D I1 � II II VV E.O. 2 1/2' NiN. TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 5 AND 6 OF 22. 1W ANCHOR CONFIGURATION TYPE B3 FOR 1 " X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE TOP VIEW 1" OR 2" 2" X 5" X 1/8" ALUM. ANGLE LUM.4TUBE1 MULLION 1" x 4" x 1/4" 2" x 4" x 1/8" ji it (3) EA. ANGLE II Q II b Q II Q DII II D a - • SIDE VIEW A # 14 S.M.S. (3) EA. ANGLE 1/2" MAX. II Q b II o ° II D II II Q f! V 1/4' ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE SIDE VIEW B m 1 /4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (2) PER ANGLE e e.e 2" X 5" X 1/8" ALUM. ANGLE •e. 4" X 1" X 1/8" MULLION .e.. 3 5/8" INT. LENGTH FOR e • e 3 3/8" INT. LENGTH FOR • • • • 4" X 1" X 1/4" MULLION 3 5/8" INT. LENGTH FOR 0000 4" X 2" X 1/8" MULLION Q DN i 1/4" ITW BUILDEX TAPCON ° u, b u° D ' 1 3/4" MIN. EMBEDMENT INTO CONCRETE E.O. 2 1/2' 6tIN. (3) PER ANGLE SIDE VIEW B Approved ns a o:lplyingAviitt t?`o Flurlda t3rl iNg Cov a NOTE: ANCHOR CONFIGURATION TYPE 63 AS SHOWN IS VALID FOR ND,ttl_, MULLIONS 1 X 4 r X 1/8', 1 X 4 X 1/4 AND 2 X 4 X 1/8 . !<1lar.,1 l ad: ProduciCantroi FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. I _ x.......... FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 z 0 a Drown by: NM Dote: 02-11-13 scale: Revision: Revision: DRAWING NO. M201 1 SHEET 13 OF 21 ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 7 B 2" X 5" X 1 /8" ALUM. ANGLE _ _ T -T , " " " /„ 2 X 5 X 1 8 ALUM. TUBE MULLION - - --- - ALUM. TUBE MULLION ALUM. ANGLE 2" X 6" X 1/8" 2 X 6' X 1/4" 2" X 6„ X 1/8" #14 S.M.S. Lill 2 X 6 X 1/4 (3) EA. ANGLE R A 11 p p 11 i! p 11 p II ° II II p II tI p ----1/4" V V U ITW BUILDEX TAPCON 4 +kk 1 3/4" MIN. EMBEDMENT INTO �a CONCRETE R I I ()PER ANGLE SIDE VIEW A 1 1/2" 1 1/2" TOP VIEW #14 S.M.S. (3) EA. ANGLE I -- --x--CL 1 \ 1 1/2" MAX. p p pII t l 911 p II ° N a II ° Ilr-- p II ° II° p 11 V' U V E.D. 2 1/2" MIN. SIDE VIEW 8 2" X 5" X 1/8" ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2" X 6" X 1/8" MULLION 5 3/8" INT. LENGTH FOR 2" X 6" X 1 /4" MULLION 1 /4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE 1pproved as o0niplgiugwita tho Florida Rsldho c"1e NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR N0,0 MULLIONS 2" X 6" X 1/8" AND 2" X 6" X 1/4" _M17i;un4 11; de f�reduet Ca�tlro� FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. By 2- 2�T - FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, norido 33012 Ph: (305)364-9952 Fox:(305)828-5118 • •• •• . AQ••0 • >z000 • • Em •••• • • • • d Drown by: N M - Dote: 02-1 1-13 Scale: 1 /4" = i' Revision: Revision: DRAWING NO. M201 1 SHEET 14 OF 21 B CL ALUM. VI — — MULLION CLIP ALUM. TUBE MULLION 1 11 x 211 x 1 /811 - - 1 " x 3" x 1 /8" TOP VIEW ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: METAL 1" I I ALUM. TUBE MULLION-1 i j1 11 II II 4� �I 1 /2" MAX. 1/4" S.M.S. GRADE 5 THROUGH METAL (1) PER LEG ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1" B 2" X 2" X 1/8' ALUM. TUBE MULLION-' I ALUM. ANGLE — — 1 1 8 #14 S.M.S. #14 S.M.S.—�� ALUM. ANGLE (2) EA. ANGLE (2) EA. ANGLE Ilc 1 A II 11 ALUM. TUBE MULLION 1/4" S.M.S. GRADE 5 THROUGH METAL 1" x 2" x 1/8" - - (1) PER ANGLE 1 " x 3" x 1/8', ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X Y X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. #14 S.M.S. (2) EA. ANGLE 1 /2" MAX. 2" OR 3" E.D. 1" MIN. SIDE VIEW B 9" nR V, 1"' MIN. ALUMINUM V1 MULLION CLIP 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION 2 5/8" INT. LENGTH FOR 1 " X 3" X 1/8" MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 4" S.M.S. GRADE 5 THROUGH METAL (1) PER ANGLE ..0:00 ..000* ALUMINUM 2" X 2" X 1/8" ANGLE ...... 1 5/8" INT. LENGTH FOR ...... 1" X 2" X 1/8" MULLION 2 5/8" INT. LENGTH FOR • 1 " X 3" X 1/8" MULLION ' • • ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" S.M.S. GRADE 5 THROUGH METAL (1) PER ANGLE 'approved as comply! ng With the floricta f?uldi�IIC,C+�k --r Allaml rude Product Control F � f SIDE VIEW B FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 a 0 ..a 000 • z a Drown by: N M Dote: 02-11-13 Scale: 3/8" = 1' Revision: Revision: DRAWING NO. M201 1 SHEET 15 OF 21 ANCHOR CONFIGURATION TYPE C2 B FOR 1 "," X 4 OR 2 X 4 MULLIONS NUMBER OF ANCHORS PER END = 4 WITH VI ANDV2 CLIPS SUBSTRATE: METAL ALUM, MULLION CLIP V1 CLIP FOR 1" MULL 1" OR 2" V2 CLIP FOR 2" MULL ALUM. TUBE MULLION- 1 " x 4" x 1/8" _- 2" x 4" x 1/8" N t 1 I -- C,j —f� 44 1/21' /2„ 1 /2„ TOP VIEW 2" X 4" X 1 /8" ALUM. ANGLE ALUM. TUBE MULLION 1" x 4" x 1/8" 2" x 4" x 1/8" — G I �A N a 0 --CN �4 1/2„ 1/2„ i I ALUM. TUBE MULLION I ^ I 41 II II 11 If II 1 /2" MAX. rz 1/4" S.M.S. GRADE 5 THROUGH METAL (2) PER LEG ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A 4" I I I I II II SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR 1" X 4" X 1/8" AND 2" X 4" X 1/8" MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C2 IV FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 B WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL - -- ALUM. TUBE MULLION # 14 S.M.S. I (2) EA. ANGLE or TOP VIEW 1" OR 21- I I #14 S.M.S. (2) EA. ANGLE III II I I I I I 1 /2" MAX. 1/4- S.M.S. GRADE 5 THROUGH METAL (2) PER ANGLE ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" {SEE NOTE 7 ON SHEET 1 } SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A 1" MIN. NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR 00*010 00 so i" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X 4" X 1/8" MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. d" ALUMINUM V1 MULLION CLIP 3 5/8" INT. LENGTH FOR 1" X 4" X 1/$" MULLION ALLUMINUM V2 MULLION CLIP 3 5/8" INT. LENGTH FOR 2" X 4" X 1/8" MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8° (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" S.M.S. THROUGH METAL (2) PER LEG 2" X 2" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8° MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULLION 3 5/8" INT. LEENGTH FOR 4" X 2" X 1/8" MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION ., 4" S.M.S. GRADE 5 THROUGH METAL (2) PER ANGLE a%pprovcd ns complying SIDE VIEW �'icta+:l�tncc,c ;� FRANCISCO H RINANDEZ h3lartit ll�de i'raciuet Control FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeoh, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 04 000 Drown by: NM Dote: 02-1 i —13 Scale: 3/8` - 1" Revision: Revision: DRAWING NO. M201 1 IISHEET 6OF 211 ALUM. TUBE MULLION 1"x4"x 1/8" 2" x 4" x 1/8" 2" x 6" x 1/8" e N 'A o ALUM. TUBE MULLION 1" x 4" x 1/8" 1"x4"x 1/4" 2" x 4" x 1/8" 2" x 6" x 1/8" 2" x 6" x 1 /4" ANCHOR CONFIGURATION TYPE C3 FOR 1" X 4", 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END B WITH V1 AND V2 CLIPS SUBSTRATE: METAL ALUM. MULLION CLIP V1 CLIP FOR i" MULL V2 CLIP FOR 2" MULL 4_� 1 /2t, 1" OR 2" I I ALUM. TUBE MULLION Ifni II II II II Il II 1 /2" MAX. 1/4" S.M.S. GRADE 5 THROUGH METAL (3) PER LEG ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION = 6 4" OR 6" I i I I ,----------4. TOP VIEW SIDE VIEW A SIDE VIEW B 1/2" 1/2„ TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR 1" X 4" X 1/8", 2" X 4" X 1 /8" AND 2" X 6" X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 FOR 1 X 4, 2 X 4 OR 2 X 6 MULLIONS NUMBER OF ANCHORS PER END = WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" OR 6" 4" X 1/8" ANGLE 1" OR 2" 5/8" ALUM. TUBE MULLION I F1 1r #14 S.M.S. = I #14 S.M.S. (3) EA. ANGLE jc I (3) EA. ANGLE �I II /„ 1 /4" S.M.S. GRADE 5 1 2 MAX. THROUGH METAL (2) PER ANGLE ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS E.D. SHALL WITHSTAND ANCHOR SHEAR FORCES 1" MIN. MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR MULLIONS 1" X 4" X 1/8", 1" X 4" X 1 /4", 2" X 4" X 1/8", 2" X 6" X 1/8" AND 2" X 6" X 1 /4". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ALUMINUM V1 MULLION CLIP 3 5/8" INT. LENGTH FOR 1" X 4" X 1/8" MULLION ALLUMINUM V2 MULLION CLIP 3 5/8" INT. LENGTH FOR 2" X 4" X 1/8" MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" S.M.S. THROUGH METAL (2) PER LEG 2" X 2" X 1/8" ALUM. ANGLE •••' 3 5/8" INT. LENGTH FOR • • • • 1" X 4" X 1/8" MULLION • • • • 3 3/8" INT. LENGTH FOR 1 " X 4" X 1 /4" MULLION 3 5/8" INT. LENGTH FOR • • •' 2" X 4" X 1/8" MULLION 5 5/8" INT. LENGTH FOR 2" X 6" X 1 /4" MULLION IEANY APPROVED MULLION OR I METAL STRUCTURAL MEMBERS BY OTHERS I SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" TT(SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hioleah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 •••••4 • • • • • . —1 /4" S.M.S. THROUGH METAL Drawn by: NM (2) PER LEG Dote: 02-11-13 Scots: 3/8" = 1" Revision: ;- -- Revision: SIDE VIEWppr°ve�1 as ca:apl)dug with the DRAWING NO. torEila Dls!ciinfl coo � - i 3 M 201 1 FRANCISCO HERNANDEZ NOMt . .__ o 7 ' FLORIDA PE # 51393 fttl:ss;,i t),t�ic i'tril"et Co,tlrot SHEET 17 0 F 21 N aC O ANCHOR CONFIGURATIONS D21 D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS WITH U CLIPS SUBSTRATE: METAL I / C I / C I / C I / C I / C I � C ANCHOR CONFIG. D2 3' L —g uC ANCHOR CONFIG. D2 4" OR 6 u C ANCHOR CONFIG. D2 1 3' I 5/8" 5/8' i 1 I ® ® { 15/8' 7/8" 7/8" 5/81 U Ul U I uC "U" CLIP (TYPICAL) 4' OR 6' uC ANCHOR CONFIG. D3 ANCHOR CONFIG. D3 FOR 1 " X 2" TO 1 " X 2" FOR 1 " X 2" TO 1 " X 3" FOR 1 " X 2" TO 1 " X 4" FOR 1 " X 3" TO 1 " X 3" FOR 1 " X 3" TO 1 " X 4" CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION t--f SECTION C-C CLIP E "U" CLIP DETAIL I SHEET 2 OF 21 NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS SHOWN ON THIS SHEET SHALL BE # 14 S.M.S. GRADE 5. FOR ANCHORS DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. Sunshine Windows " C Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 I 4" { 15/g" 5/8°{ j { { �15/16' ® 1 15/16 15/8" 15/16" 11 5/81 1 1 U U U • 4' OR 6' •••• ••• •••••• lA .. .. ANCHOR CONFIG. D4 •• • FOR 1 " X 4" TO 1 " X 4" CONNECTION NM Drown by: Dote: 02-1 1-13 Scale: 1/2' 1" Revision Revision: approved as c-0rap>S(ng Frith the F1orlJu a Ac Ccc1 ``✓ __. DRAWING NO. M2011 Date =,� �. NOAI! FRANCISCO HERNANDEZ A1faml Da&e rnduct Control FLORIDA PE # 51393 SHEET OF 21 ALUM. SLEEVE - FOR 3 1 /2"0 OR 4"0 ALUM. TUBE MULLION STRUCTURAL WALL/BEAM TOP VIEWS FOR ANCHOR CONFIGURATION 3 1/2"0 OR 4"0 TYPE 1311%2, BR3, CR2 AND CR3 ALUM. TUBE MULLION ROUND MULLIONS 3 1 /2" 0 AND 4"0 1 /8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 1 /2" z � / �C N---- -- ---�- M VARIES 5 1 /2" FOR 3 1 /2" OAULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR2 AND CR2 FOR 180' ANGLE 3 1 /2"0 OR 4" 0 ALUM. TUBE MULLION ALUM. SLEEVE -- FOR 3 1 /2" 0 OR 4" 0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. 3 1 /2" 0 OR 4"0 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1 /2"0 OR 4" 0 ALUM. TUBE MULLION 5 1 /2" FOR 3 1 /2" 0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 90' ANGLE 5 1 /2" FOR 3 1 /2" 0 MULLION 6" FOR 4"0 MULLION 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. STRUCTURAL WALL/BEAM A %T!'1TTrA" !'1/ll►TTT!'1TT71 A TT!\1►T 131K3 ANll UXJ FOR 135' ANGLE Approved 83 co:nplyllg with the Florida Bulding Cede Date ` ttllzal F3�.de Fredeet Control m _......r - - j- - � 4 i FRANCISCO HERNANDEZ FLORIDA PE # 51393 . ......... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828--5118 l4 • .a • NM Drawn by: Dote: 02-11-13 Scale: 1/4' = 1' Revision: Revision: DRAWING NO. M2011 EIE 21 ALUM. SLEEVE ~- FOR 3 1/2" 0 OR 4" 0 ALUM. TUBE MULLION STRUCTURAL WALL/BEAM -1 TOP VIEWS FOR ANCHOR CONFIGURATION 3 1/2"0 OR 4"� TYPE BR4 AND CPA ALUM. TUBE MULLION ROUND MULLIONS 3 1 /2" 0 AND 4"0 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 1/2" � 1 i N cV VARIES 5 1/2" FOR 3 1/2" 0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 180' ANGLE 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1 /2"0 OR 4" 0 ALUM. TUBE MULLION NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. 3 1 /2"0 OR 4"0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1 /2" 0 OR 4" 0 ALUM. TUBE MULLION 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR4 AND CR4 FOR 900 ANGLE STRUCTURAL WALL/BEAM 5 1/2" FOR 3 1 /2"0 MULLION 6" FOR 4"0 MULLION E l 1►Tl%VYd'N41, !'1l1T\T1-l7lV4TT ♦ rilYd-LILT 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 1 M AMU %-K4 FOR 135 ANGLE =ipproml as compl)iagwith the Florlila P-0ding Crete Mile R1l:ini Dade Product Conirofl N FRANCISCO HERNANDEZ FLORIDA PE # 51393 . ........ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hioieoh, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 a 4 O •••• a • r� N M Drawn by: Dote: 02-11-13 Scale: 1/4" a 1" Revision: Revision: DRAWING NO. M201 1 SHEET 20 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 ROUND MULLIONS 3 1 /2" 0 AND 4"0 SUBSTRATE: CONCRETE 3 1 /2" 0 OR 4"0 ALUM. TUBE MULLION { r I r 04 1/8" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 1 N III I Q Qp 11 p 4 p 1/4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (2) PER PLATE SIDE VIEW C ANCHOR CONFIG. BR2 NUMBER OF ANCHORS PER END = 2 3 1/2" 0 OR 4" 0 I r ALUM. TUBE MULLION I ! N ---- - 1/8" THICK. ALUM. CIRCULAR PLATE x i WELDED TO ALUM. SLEEVE. I I eV 1 p II Qp I! p ll 4 p l p ; ° °i-;--1/4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. BR3 NUMBER OF ANCHORS PER END = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. 3 1 /2"0 OR 4" 0 ALUM. TUBE MULLION 1/8" THICK. ALUM. CIRCULAR PLATE p 11 Qp p II 4 p l p ; ° °t----A---1/4" ITW BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (4) PER PLATE SIDE VIEW E ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER END = 4 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 1 /2" o AND 4" 0 � SUBSTRATE: METAL N 3 1 /2"0 OR 4" 0 ALUM. TUBE MULLION 11/8" THICK. ALUM. CIRCULAR PLATE - - - - - 1 WELDED TO ALUM. SLEEVE. 04 METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING E.D. OFFICIAL PRIOR TO MULLION INSTALLATION 1" MIN. 1/4" S.M.S. GRADE 5 THROUGH METAL SIDE VIEW C (2) PER PLATE ANCHOR CONFIG. CR2 NUMBER OF ANCHORS PER END = 2 E.D. 1" MIN. 1/4- S.M.S. GRADE 5 THROUGH METAL (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. CR3 NUMBER OF ANCHORS PER END = 3 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE # 4 ON SHEET 6 OF 21. E.D. 1" MIN. 3 1 /2" 0 OR 4"0 ALUM. TUBE MULLION 1/8" THICK ALUMINUM CIRCULAR PLATE METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES I 1/4" S.M.S. GRADE 5 THROUGH METAL AND SHALL BE APPROVED BY BUILDING SIDE VIEW E (4) PER PLATE OFFICIAL PRIOR TO MULLION INSTALLATION ANCHOR CONFIG. CR4 NUMBER OF ANCHORS PER END = 4 3 1/2"0 OR 4"0 •••••• ALUM. TUBE MULLION • • •. • • 1/8" THICK ALUMINUM CIRCULAR PLATE • • • • • • WELDED TO ALUMINUM SLEEVE. • • • • • • METAL STRUCTURAL MEMBERS BY aTHERS: MINIMUM THICKNESS = 1/8" - ••• (SEE NOTE 7 ON SHEET 1) •• • SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION Approved es Complying rvi16 the FYork14 Bajc ;ng CCde NOAW- hilarnl Dade t'roduet Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 R ......... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hloleoh, Florida 33012 Ph; (305)364-9952 Fox:(305)828-5118 C d NM Drown by, Dote: 02-11-13 Scale: 1/4' — 1' Revision: Revision: DRAWING NO. M201 1 SHEET 21 OF 21 'V 1977 0- MY VICT OF PR0J,,-)J,./l(.-`ll` I DATE., ON PRO( *li RNIM -, COMPANY, CODE-, EVISION PATV,-� N-1 0 1-1 ........................ ...... ........... TAX') I - I ----- --- C.13,NIVANY N.-*ANll-,, ?%Nl,) ADDRESS s PRODUCT DFISCRIPTION "far" tn' Si�.Jc thaged Doi.)r JAPPROVED— DATE—W I X , e 0 :Poo 0040 0 . ........ . . . ..................... ......................... I' �-2 AS 0 3. � 02 V0 8sl �30-0. *144 AN' EN-1 [-'.' I M6 -Q-Url, 1 91916�1 �,12 Wiwi zom- k at b 31, N) 16 ........ Ael .......... . ..... . ...... ........ ........ . .. ........ ....... ;kTff)..NAL "IM- L.:H, AM I'AlJON AN U, V M FN 11 NS 111 - Ff. T C, IN (Cl 4 ;3Nhinutmi 4 Rivfizk 1,� Ua�es� V"At 230 I R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vatrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate or Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma-Tru Corporation Smooth Star, Fiber Classic Exterior Swinging Exterior Door 118 Industrial Dr. Classic Craft & Classic Craft Rustic Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419.298.1740 Inswing / Outswin - 'Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 A of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product evaluation drawing has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D° and includes Wind Zone 43%defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. • • • 0 * 0 0 0 . 0 0 • • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck n a%onf cons:%tidt>, • • 6. Site conditions that deviate from the details of drawing FL-14986.2 require further engineering ar".sj%�y a licensgrd engineer or • registered architect. .... • � • •••••• 7. Outswing configurations using coastal sill item #4 meet water infiltration requirements for "HVHZ". • • • • • • • • 00000 •.•••• •. . • .• 8. Inswing configurations and outswing configurations using sill item #5 do not meet the water infiltrationrggyil&nentsforethe-O'HVHZ' .a•nd shall be installed only in non -habitable areas or at habitable locations protected by an overhang or capgg4 jigch that th ,angle betwe 0 the edge of canopy or overhang to sill is less than 45 degrees. 0 9. See drawing FL-14986.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 06-1031-1 Rev 2. Drawing No. No. FL 14986.2 3. Calculations Anchoring Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM E330-02 ASTM E1886(02)/1996(02) • Testing Laboratory Signed b Testing Evaluation Lab.,inc. Wendell W. Haney, P.E. Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by ` RW Building Consultants, Inc. (CA #9813) Signed & Seated by Lyndon F. Schmidt, P.E. a Signed & Sealed by `< Lyndon F. Schmidt, P.E. ,av Lyndon F. Schmidt, P.E. FL PE No. 43409 2/7/2015 Sheet 1 of 1 b ' R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Manufacturer Plastic Materials Testing Therma-Tru Corporation Polyurethane Foam Core 1181ndustrial Drive Fiberglass Door Skin (SMC) Edgerton, OH 43517 Lite Frames (SMC, BTS, PVC) Phone 419.298.1740 Scope: Plastics testing peformed for Therma-Tru Corporation: Material Test Report No. Polyurethane Foam Core ATI 67508.01-106-18 Polyurethane Foam Core 15427-107362 Fiberglass Door Skin (SMC) TEL 01460336-A TEL 01460336-8 TEL 01460336-C BTS Lite Frame SMC Lite Frame PVC Lite Frame Exposed Plastics (BTS, SMC, PVC) TEL 01460337-A TEL 01460337-B TEL 01460337-C TEL 01460338-A TEL 01460338-B TEL 01460338-C TEL 01460339-A TEL 01460339-B TEL 01460339-C ETC-01-741-11075.0 ETC-01-741-11076.2 ETC-01-741-10921.0 STTS00001 STTS 99-0513.01 Test Standard ASTM D 1929-96(2000)e01 ASTM E 84-00a ASTM D 635-03 ASTM D 1929-96 (2001)e01 ASTM D 2843-99 (2004)e01 ASTM D 635-03 ASTM D 1929-96 (2001)e01 ASTM D 2843-99 (2004)e01 ASTM D 635-03 ASTM D 1929-96 (2001)e01 ASTM D 2843-99 (2004)e01 ASTM D 635.03 ASTM D 1929-96 (2001)e01 ASTM D 2843-99 (2004)e01 ASTM D 638-96 ASTM D 638-96 ASTM D 638-96 ASTM G 26-95 ASTM G 7-97 (5 yr. exposure) Testing Laboratory Signed by Architectural Testing Lab. Joseph A. Reed, P.E. Omega Point Lab. John W. Dougherty, P.E. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. Testing Evaluation Lab. ETC Laboratories, Inc. ETC Laboratories, Inc. ETC Laboratories, Inc. Sub -Tropical Testing Sub -Tropical Testing Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. %go"dt, P.E. • • •••• •••••• • • Joseph L. Doldon, P.E. • �• Joseph L:addan•P.E. '. 0 i 98seph L.'Dolddh, P.E. 000000 ""tan Hicks, V.P. • • •••••• ••••tgnHicksAla • • •••• •••••• •••• • ••••• •••• •--�—s—s •• •• • •• •••••• Eguivalencv of Standards Test Standards Used 5th Edition 12014i FBC Referenced Standards • ASTM E 84-00a ASTM E 84.09 • • • • • • • • ASTM D635-03 ASTM D 635-06 • •' • ' • ASTM D 638-96 ASTM D 638-03 " ' "• • . • 6 • 0 •• • • ASTM G 26-95 ASTM G 155-05a • • • ASTM D 1929-96(2000)e01 ASTM D 1929-96(2001)e01 The products referenced above have been tested to the standards listed. it has been determined by Lyndon F, Schmidt, P.E. and RW Building Consultants, Inc. that the tested standards are equivalent to the referenced test standards as adopted by the 5th Edition (2014) Florida Building Code e �t "1��ffila. A w g Lyndon F. Schmidt, P.E. FL PE No. 43409 1/27/2015 Sheet 1 of i RW BC February 6, 2015 To Whom It May Concern: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 FL-14986 Equivalency of Standards ASTM D 635-03 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-03 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. ASTM D 638-96 Equivalent to ASTM D 638-03 The products referenced in this Product Approval have been tested in accordance with ASTM D 638-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 638-96 is equivalent to ASTM D 638-03, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. .... ASTM E 84-00 Equivalent to ASTM E 84-09 • • • • • • • • The products referenced in this Product Approval have been tested in accordance with ASTM E 84iQ0. Jt has •• been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that A94'MeE 84-00ic.• ,,,,,, equivalent to ASTM E 84-09, which is the reference standard and year that has been adcIptl*by the 5th Edition • (2014) Florida Building Code. •••••• ••t••• ...... . ASTM G 26-95 Equivalent to ASTM G 155-05a ••• •• : '. ,..• • The products referenced in this Product Approval have been tested in accordance with: tS�' G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM'G 26fi�1!t• ••••:• equivalent to ASTM G 155-05a, which is the reference standard and year that has bee;&74ed by the.5th Edition (2014) Florida Building Code. •••• ; MIAMI•DADEY AIIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,v%vw.ndanudade.eov/economy ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued tinder 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 Comity) 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. DESCRIPTION: Series "1500" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared.4y.. ,1—Farooq Corporation, signed and scaled by Javad Ahmad, P.E., bearing the Miami—DVe Gounty Pxidudt Coittl;9L,• Renewal stamp with the Notice of Acceptance number and expiration date bye Ihe'Mianf -page Count)i,' Product Control Section. ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •.... • . • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's htftie or I(W,-• ity, slat" model/series, and following statement: "Miami -Dade County Product Control * * *' oved", Zenle&other the e noted herein. • RENEWAL of this NOA shall be considered after a renewal application has ;eerl Acd anKf thane has beep% no change in the applicable building code negatively affecting the performance eft4is p00000 roduct. 006 0o TERMINATION of this NOA will occur after the expiration date or if there has been a r4;tbij 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# 12-0223.41 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was,reviewed by Manuel Perez, P.E. NOA No. 13-0617.26 '!• Expiration Date: November 06, 2018 Approval Date: September 19, 2013 r. Page l ... . . . . ... . .0 v lffl fN APt.. • • {C!'� • �• • • c0� S t9 !f ter, ij� yc! lj�N r` ? Oi• d, sC`o � rnn f C`an p�i��7c, /L.Ofj�� rf `;•• f� delis '�f>j `�j y/S�, y avf p�aoNf�f,�e f ��irt,lr 1p hP�f��}a�gp!^f fGr pv,.. ofO ° 5�� N. N �f o !' o c. f,'CrQijsfr NC, h 6N sdf � � Goo 9�N ,p!' ��Jfl��ii �fr�r • rlf r �did •-�' 4�'fj s o f I � pi !j� fi �Ns r• • ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.41) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Subisutted under NOA No. 08-0417.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 Ti alunNi*4A fixed.... window, prepared by Fenestration "Testing Laboratory, Inc., TestReport %C.. • • • F FL-5054, dated 10/03/06, signed and sealed by Edmundo LV* O ;spada, p.9.0 • (Submitted under NOA No. 06-0308.05) 0000 ; • • • •; 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 0 • • • • • • 00000 2) Uniform Static Air Pressure Test, Loading DU ABC TA,%202-94 • • • • • . 3) Water Resistance Test, per FBC, TAS 202-X4.... . .. ...... . 0 • 4) Large Missile Impact Test per FBC, TAS 2b 1 094 . . ;. 5) Cyclic Wind Pressure Loading per FBC, TAS 2W-94 • ; • • • •; along with marked -up drawings and installation diagram of an alu"IARit41 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports Z. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) Let z,�� Tanuel,Verez, P:E. �. Product Control Exa vier NOA No.� - 17.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 12/12/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-0223.41) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass a Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P.E. (Submitted partially under previous NOA No. 12-0223.41) 2. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo, P.E. (Submitted tinder previous NOA No.12-0223.41) 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 08-0417.Ob) ,•,,,, 4. Laboratory compliance letter for Test Report No. FTL-5339 : issued by �F%na;tration • Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael• RNdenzdl, • • • • P.E.(Sttb»tittedunderpreviousNOANo.08-0417.06) 5. Laboratory compliance letter for Test Report No. FTI, 5054, i"%cd by Nwiegtratiwl Testing Laboratory, Inc., dated 10/03/06, signed and sealed byl!tli undo tT1jgnppada-'••- P.E. (Sttbtttifted tinder previous NOA No.06-0308.05) • • 0 '' ""' - 6. Laboratory compliance letter for Test Reports No.'s FTU3810, FT.L-3$19 atl.d,,,, ffi L -3808, issued by Fenestration Testing Laboratory, Inc., 4ite0•Q5/l6X1 W09/©3 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. . . (Submitted tinder previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 12-0223.41, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. Manuel 11"6z, P.E. Product ContrN' E)aminer NOA No. 13-0617.26 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 a" ►JAV 17" AtAV u WINDOW 4YINDOV! WIDTH 0-_j z WINDOW WIDTH , . WINDOW WIDTH . WINDOW WIDTH I I I L V11NDOtY WIDTH WINDOW WIDTH WINDOW WIDTH rlz 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. C: SERIES-1600 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE 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. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. - FROM ENDS A HEAD/SILL S ( St UE2FA MAY Of II i� 1 II r 11 I I II {) �I II II II II ll II 2 oD d M-_----{L II fl /• II �1—JJ_—___ _ I� _ — 00 q z II II II 11 (1 11 II 11 II ll �I 11 ,I II I1 11 kl ,� B 44 3/8" D.L. OPG. 46" 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. 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. f n�wv�r rnv�n TYPICAL ELEVATION AUNTINS :E APPLIED) USED 110DUCP RENE w09 ,s complying with the FiotW ""Iding Code rr UNpiration DateBy 1 f•• tlliymL Jjxdc Product Contly�` 'I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NO ` 10(901R�D. FIA\P`E- # 70592 U 'ItFiViST3i? C A 3g,+ 4,"fying with 1110 Florida ton cs o "': ' D Dad Product bntrol drawing no. W03-57 sheet 1 of 7 /. 1/8" ANN. GLASS .090" INT£RLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS SILICONE DOW CORNING 795/983 z °D AOHESiV£ i, FOAM TAPE OPTION �I 0 w 9. GLASS TYPE 'A' 3/16" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS SILICONE DOW CORNING 795/983 m ADHESIVE g, i i; FOAM TAPE coo OPTION Ij !1 GLASS TYPE 'B' 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 Zm ADHESIVE II !: FOAM TAPE � I o OPTION a 0 GLASS TYPE 'C' 3/16" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' -3/16" ANN. GLASS SILICONE t pO1Y CORNING 795/983 i m z ADHESIVE � � OPTION FOA1A TAPE LA GLASS TYPE 'B1' 3/16" HEAT STREN'D. GLASS .090" INTERLAYER 8UTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 z m ADHESIVE � 6, FOAM TAPE � II I OPTION a O w r, GLASS TYPE 'Cl' z N 0 w I SILICONE DOW CORNING 795/983 z 3 SILICONE II1 DOW CORNING 795/983 5/16" LAM, GLASS 7/16" LAM. GLASS ALT; GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 5/32" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB SY 'DUPONT' 1/4" HEAT STREN'O. GLASS SILICONE DOW CORNING 795/983 _i m ADHESIVE FOAM TAPE P10 OPTION 0 a w GLASS TYPE 'C2' EngrS'A, '%i�AD ^ CI A.N. 538 o/ 0 w I O O 1D. o� o� 0�� Ao oN U. G J � is ) I tl• cNn � � w L.1 ON�� i `' n • • • Z• 3 •••••• • I to • •^ �j F .. •• • • • • W fn •••• • • w ee Z � N U U Q 'RODUCT RENR%i1M I aS complying with the Floc. `ioiding Colt 4cceptnaceNo_s �.-c. Eapirill Ion Date 1 f in oto > q o r M' i Hm (`nacre Pr"u"Ol'un" ' 1 M Imo•' 0 M N � LODUCT Rf?VISED \ complying %vith the Floridaa illdiog rj-6 Codo 3041 1; � ' n 013 drawin no 9 W03-57 sheet 20f 7 '1 iii"A l s DESIGN LOAD CAPACITY - PSF WINDOW DIALS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 'BI' GLASS TYPES 'C', 'Cl' & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C', 'Cl' & 'C2' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT,(+) 1NT.(-) 18" 70.0 70.0 70,0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 30" 57.6 57.6 57.0 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 36" 36„ 48.0 48.0 48.0 40.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 42" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 1 70.0 90.0 70.0 80.0 48" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 54" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 60" 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 30" 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 36" 48„ 48.0 48,0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 1 70.0 80.0 42" 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 48" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 54" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 60" - - 36.0 36.0 36.0 36.0 - 70.0 90.0 70.0 80.0 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 30" 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 35" 61) 48,0 48.0 48.0 48.0 48.0 413.0 67.3 67.3 70.0 90.0 70.0 80.0 (`4 A - - 41.1 41.1 4t.1 41,1 - - 70.0 90.0 70.0 80.0 `48 - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 54" - - - - 32.0 32.0 - - -- - 62.2 = _ 71.1 60.1 - - - 28.0 28.8 - - - - 56.0 64.0 18" 70.0 70.0 70.0 00.0 70.0 60.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 9010 70.0 80.0 30" 361, 72„ 57.6 57.6 - - 57.6 57.6 57.6 57.6 64.2 64.2 70.0 90.0 70.0 80.0 - 48.0 48.0 48.0 48.0 - - 70.0 96.0 70.0 80.0 42" - - - 41.1 0 A - - - - 70.0 80.0 48" - - 36.0 30.0 - - - - 70.0 80.0 54" - - - -- 32.0 32.0 - - - - 62.2 71.1 60" - 28.8 28.8 - - - - 56.0 64.0 18" 70.0 70.0 70,0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 30" 84. - -- 57.6 57.6 57.6 57.6 - 70.0 90.0 70.0 80.0 36" - - - - 48.0 48.0 - - - 70.0 80.0 42" 48" - - - - 41.1 36.0 41.1 - - - 70.0 80.0 - - - - 36.0 - - - -- 70.0 80.0 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 30' 90" - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 36" - - - - 48.0 48.0 - - -- -- 70.0 80.0 42" - - - - 41.1 41.1 - - - - 70.0 80.0 48" - - - 36.0 36.0 - - - - 70.0 80.0 181• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24" - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 30" 96" - - 57.6 57.6 57.6 57.6 - 70.0 90.0 70.0 80.0 30" - - - - 48.0 48.0 - _ - - 70.0 80.0 42" - - - 41.1 41.1 - - - - 70.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). • DESIGN LOAD CAPACITY - PSF WINDOW DRIS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '13' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 1131' GLASS TYPES 'C', 'C1' & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & 'BI' GLASS TYPES 'C', 'C1' & 'C2' WIDTH HEIGHT EXT.(+) INT.(-) EX7.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT,(-) EXT.(+) iNT.(-) 18 70.0 70.0 70.0 90.0 70.0 80.0 70.0 1 70.0 70.0 90.0 70.0 80.0 24" - - 70.0 72,0 70,0 72.0 - •- 70.0 90'0 70.0 80.0 30" 108" - - - - 57.6 57.6 - - - 70.0 80.0 36" - - - - 48.0 48.0 - - - 70.0 80.0 18" 56.2 56,2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 24" - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 30- 120" - - - - 57.6 57.0 - - - - 70.0 80.0 36" - - - - 48.4 48.0 - - - 70.0 80,0 DESIGN LOAD CAPACITY - PSI? WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '13' & 'C' GLASS TYPE 'A' GLASS TYPES 113' & 1131' GLASS TYPES 'C', 'Cl' & 'C2' GLASS TYPE 'A' GLASS TYPES '13' & 'D1' GLASS TYPES `C', 'Cl' & 'C2' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) iNT,(�-) EXT.(+) 1NT,(-) EXT.(+) INT.(-) EXT.(+) 1NT,(--) EXT.(+) INT.(-) 19-1/8- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 60.0 26-1 /2- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 37" 26" 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 7010 90.0 70.0 80.0 48" 66.5 65.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 53-1 /8" 1 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19-1 /8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2" 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80,0 37' 38-3/8- 46.7 46.7 46.7 46.7 45.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 48- 45.0 45.0 45.0 45.0 45,0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 53-1 /8" 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90,0 70.0 80.0 19-1 JS- 70.0 70.0 70.0 90,0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 805U 26-1 /2- 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.t1' 37' 50-5/8" 46.7 46.7 46.7 46.7 46.7 40.7 68.1 68.1' 70.0 00.0 70.0 80.0 48- - - 36.0 36.0 36.0 36.0 - �- 70.0 90.0 70.0 80. 53-1 /8" - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9. 19-1 /8- 70.0 70.0 70.0 90.0 70.0 80.0r 70.0 70.0 90.0 70.0 80A. • , 26-1/2- 65.2 65.2 65.2 65.2 65.2 65.2 7010 70.0 90.0 70.0 80A 0 37" 58" 46.7 46.7 46.7 46.7 46.7 46.7 68,1 70.0 90.0 70.0 1my 48- - - 36.0 36.0 36.0 36.0 - 70.0 90.0 70.0 80,0 53-1/8" - - - - 32.5 32.5 - - - 63.2 ! ,3• 19-1 /8- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2" 65.2 65.2 65.2 65,2 65.2 65.2 70,0 7o.Q 70.0 90.0 70.0 80.0 37" 63" -- - 46.7 46.7 46.7 46.7 - - 70.0 80.0 48" 53-1/8' - - - - 36.0 36.0 - -- �-70.0 80.0 - - - - 32.5 32.5 - - -63.2 W90.070.0 72.3 19-1/8- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.070.0 80.0 26-1/2- 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 70.0 80.0 37" 74--1/4" - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 48' - - - -- 36.0 36.0 - - - - 70.0 80.0 53-1 /8- - - - - 32,5 32.5 - - - 63.2 72.3 w L 110aucT RFInetv>r✓0 ,- g with the Flan Aci!uj')wm No tiniilint; C 3e Y 7 p g/• Miami D,adt PrvdudConti NOTE; WIDTH AND LENGTH DIMENSIONS tAN BE ORIENTEi VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. . , FLA3 A #f 7o592 3538 DEC oia.. V) W �o 0 % w fv N 1 �o �o 01� X U 0 W 0 U� M O w [4 O 0 IL w o-0 O Bw3�'in 8w�� o � LLJ LA 0 � � N � � M d r w 0� �• • N a ems•.! 1° 3 �•`� 0 w (e" LLr� M O � o M PRODUCT tIEVISCD o us mupiyiu8 with the Florida t nudIng Code z s, n AcccgllceNoVr Op . a oil drowing no. .,En -ID Product onirol W03---57 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK '4 v Ed 4 Y L! 41VJ.J II 1L-T� �OPTIONALJ_�i i3 OPTIONAL WOOD BUCKS AND METAL. STRUCTURE NOT BY E.S. WINDOWS, BUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. o a METAL TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 STRUCTURE a TYPE 'A'- 3Z16" DIA, ULTRACON BY 'ELCO'(Fu=177 KSI. Fy=155 KSI) $ Ed INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY x DIRECTLY INTO CONC. OR MASONRY 1--1/4" MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS 311" TEK5 OR SELF DRILLING SCREWS (GRADE 5 CRS) FOR SEE ELEV. OR SPACING INTO METAL STRUCTURES FOR SPACING FSPACING STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) STEEL iN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) uz ` W 1 0 z 3 oz J QQ wa GC �' (1 a O a Ow U r o LL 0 � M 0 8 C �ia z Y 0 ..I L0 aw 2� MIAMI—DARE COUNTY APPROVED I I MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO-1 (Fu=177 KSI, Fy-155 KSI) `j n i �I Ed INTO 28Y WOOD BUCKS OR WOOD STRUCTURES o ji 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY w r ! !� 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY m iu DIRECTLY INTO CONC. OR MASONRY i 1-1 /4" MIN. EMBED INTO CONIC. OR MASONRY z- V ; to x o O + TYPICAL ANCHORS # 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) '.. • a H t_4 SEE ELEV. • • • . • o q • `�° FOR SPACING INTO METAL STRUCTURES toS z'L- u) z { !; STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) ' • • • • ti ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •'••• �,}' (Ej.�. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED).... � W. h to .. TYPE 'C'- #10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ••••. INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. _ VMf k Ed - ANCHOR EDGE DISTANCE • INTO CONCRETE AND MASONRY = 1--3/8" MIN. y ' INTO WOOD STRUCTURE = i" MIN, o 8 e ! INTO METAL STRUCTURE = 1 /2" MIN. ,� d 4 § TYPICAL ANCHORS CONCRETE AT HEAL), SILL. OR JAMBS Cc = 3000 PSI MIN. °' < N z � F S 5 SEE ELEV. C-90 HOLLOW/FILLED BLOCK AT JAMBS ('m = 2000 PSI MIN, FOR SPACING p u . iri o 000 r 3 SEALANT: °41 � 0 0 - N o I t to 'v Q - in cq 2i a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 4) 0 m c W 2 4 . B 11 II I \ U) WHITE/ALUM COLOR SILICONE. a1. i 1 g Engr: ',�FiAl�ttj ;' da a F PM �t¢99z' i�liQliuCi i21iVIs>in 'RODI ICT RCNF ci i' C. 5338 - as complying %vIUt the IFfOridn u ems. Q-a As complying with the FIorYG. �' , �t►i(diggCod4 Hs q�i°Idfng Code \` I AC(%¢PIme$%i0 v 4cec stance No { £ `}! Ctp3iaii A 0 3 TYPICAL ANCHORS 4 a p t �� '; c e I I SEE ELEV. q I' . f'.xpuatton Ilatc, M1V.f Qit: drawing no. _a a FOR SPACING a �Eil ° U� fiyr� —£'T- i; u IDo Product ontrol Y 03--J% Edliatnf C?tic l�►riiiuct�oa Wit' -� sheet 4 0( 7 TYPICAL ANCHORS MIAMI-DADE COUNTY APPR,D MULLION SEE SEPARATE NOA 0 w TYPICAL ANCHORS SEE ELEV, FOR SPACING i I WINDOW 1VLDTH VIINDOW WIDTH ITEtt PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 £S5O01 4 WINDOW FRAME 6063-T5 - 2 ESi0OB OPTIONAL GLAZING STOP 6063-T6 - 2A ES1tO3 4/ WOW, GLAZING STOP (5/16" GLASS) 6063-T5 �- 28 ES1017 4/ WOW. GLAZING STOP (7/i6" GLASS) 6063--T5 - 3 ES5002 4 FRA1,1E COVER (OPTIONAL) 6063-75 - 4 #8 X I" AS REOD, ASSEMBLY SCREWS CRS PH $M5 5 27--372 2/ LITE SETTING BLOCK EPDM 7/16" X 3/16" X 3-1/2." LONG 6 ES10t0 OPTIONAL. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 6.1 ES4013 OPTIONAL. GLAZING WEDGE SOFT PVC OUROALETER 70 SHORE 'A' 6A 27-425 4/ WDVI, GLAZING GASKET EPbM DUROMETER 60 SHORE 'A' 7 ES1505 -- FLUSH FRAME ADAPTER 6063--T5 OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX, KS SHIM TYPICAL. ANCHORS SEE ELEV. FOR SPACING w (j]LJ h I M z 0 .. w N a 0 0 LL 0. 0 O ui t� O (L 0 �W�� G Q w� n n METAL o I STRUCTURE z o r w Ln `.,• ..... ...:. O • C12 a 2; .... LA " .... • 2 • N • O "cl FT O " CO U z y 110O T RGNI,%Vfc& ss comPlying with the Fioftt Rulding Code Acccptante No ` ,f 7.s`/ a N 0 y , v o 4A C> 0 0 to m ` k:��lratlan Rate- �.� l a. rY 0 c U o W t4trTlnlf 1�a` de F>�Hea.�out's' ; ,� �. Et<� JAVAD I R ? M ' F qq� GG J 745 2 \�C:APtd�b38 9 L RODUCi'126VTSfiU n O a is complying wiili the Florida ulldh%Code t t $ lmn atwo al d 'r lamiD deProductControl drowing no. W03-57 t ' sheet 5 of 7 FRAME 147 803j 062 Q .837 GLAZING STOP (OPTIONAL) 733 .045 --1 .868 I4 0 FRAME COVER (OPTIONAL) •�j � , 329 803 050 ,837 2A SQUARE GLAZING STOP I r.203 .803 -- A5O t .837 26 SQUARE GLAZING STOP TYPICAL ANCHORS SEE ELEVS. FOR SPACING j:!.=1!, I[h�A1 ALT. TYPICAL ANCHORS )R SPACING MIAMI—DADS COUNTY APPROVED RE MULLION & MULLION ANCHORS SEE SEPARATE NOA 0 t/a" 1tAX.. ALT. SHIMS 7 G d d TYPICAL ANCHORS SEE ELEV. FOR SPACING -1 .328 r- � 224 .p .543 O 388 a TYPICAL ANCHORS 4 SEE ELEV. FOR SPACING �.250 .115 k O 6.1 GLAZING WEDGE (OPTIONAL) SCALE 1:1 2.180 .062 .770 .500 Fes- 2.268 FLUSH FRAME ADAPTER 1.78s 0.142 ALUM CORNER LOCK (6063--T5) FA rf O mom Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING ui Ln Ln - M 0 C g, / J W (Coq Q N 4 B: 0 u O �o o� V � 0ILQQ o 0 CO a o cv W� uw z--(S) Jz0 s 4 u,� IR r` o t z LLJ w CO • O •... a ffi �0� •••••• • + • • w • • • • • • (A O '110DUCT RENETYE:P. 45 complying With the Florga: 9niding Code Acceptance No Fxpiratloa Dst-,., BY Mlamyfiade Pridkt Contrtd INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER M .- C19'. 'JAVAO' A cnnt` r N nl' � �05 z RODUCT IMVISRI3 \ \ ailding nq)1 Cb avf}h ttho Florida �11 r t ."ranvo No bf , ' itrl acc eLa �D / l drawing no. ^iarni ll c!.r,0u9rc1 ontrot W03-57 V. sheet 6 of 7 ,.I I P!kkW". ri RECT. OR SQUARE WINDOWS ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM STRAP W/ (2) SCREWS AT EACH LEG ALUM STRAP %V/ (4) SCREWS AT EACH STRAP RECT. OR SQUARE WINDOWS TYPICAL CQRNEi2 DETAILS 2 ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM CORNER LOCK YI/ (4) SCREWS AT EACH SIDE I M Z h 0 z F, w N � ALUM STRAP ® W/ (4) SCREWS d AT EACH STRAP d U. In ,M M o Q Q .°i p� -0w j� wLLI a I dCIO O ca CIRCULAR WINDOWS �R00VC-r tiFNtV" As cumpiyIng wltia t '> 1�; iri !IuIding Corte r o N o Acceptance No �• sn v r o r :piration DArt ;, 411 tF y o - • ; � � r►tla►n �r 1Tadc ruihect Cott .!,� 71 Engr:' JAVAO, AHMA ,. I u t � 'CNIL ` M pit �E 70592 1tOA1JC'F RGVl8P.D o 4i CA Nt, s� 53s complying with tho 1,100da �t. �( Cobff- Ouildins 4cceptanco No A.utc2a J drowing no. 4' x- W03--57 doPmdu Cm�trol -W sheet 7of 7 MIAMI•DADE INIIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wNnv.miamidade.aov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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. DESCRIPTION: Series 112000" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 01 through 06 of 06, dated 04/02/08, with revision no. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section 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 manufactarer� name or VA ,City, sv1tp••* model/ series, and following statement: "Miami —Dade County Product Control Wr4ed", bialesc otherwisti' . . noted herein. • • • • • • • • • • •.. • RENEWAL of this NOA shall be considered after a renewal application has be*l- tiled and them has;awp• no change in the applicable building code negatively affecting the performance 6i 9iisjprodutj.... • ..... TERMINATION of this NOA will occur after the expiration date or if there 11%l?ft a re:+�on.or chmltgC•• in the materials, use, and/ or manufacture of the product or process. Misuse of n]iS rVOA as an elidorsenieirl:' of any product, for sales, advertising or any other purposes shall autotttatically; ermi4ate this NQA. Failjrlt : 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--B<fde'Cotu-j1,OVIprida,•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 manufachlrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0320.07 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. 14-1224,08 MIAMIDA® j. l / �ppy9'� Expiration Date: April 24, 2018 Approval Date: April 09, 2015 Page 1 � 1 � � •� •• O.114-- 00 Soo 4 Ji}j !�o PO! OrI .0�: �y7i i�,f • • • • ' i��/J. • • CP • • Cb asr .�nc, o � d a a,,• i..f✓�ob�lr, f',;�c�?.�.''f !!O .y l'r C'O '/S /x, ` % +ii,l,T f �l� ! I• �,i Crlf . !/7. !'�` C� o!� '!f C. ' v'j� !'f�v�GCi /04' Jf% J: '?�� !� '•!- ''-,�` C'p ��i 'yCIc!!C� PC'f Q'!!C' a�aO `P!c,j�a f or^ , o c 6� r o6J rf'0, AP°�' l0 o C"n ov 0 c ,� O'er�CI gy cow o� sPs f/!df P' Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0219.03) 2. Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 01 through 06 of 06, dated 04/02/08, with revision no. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram. of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5253, dated 10/02/07 and FTL-5252, dated 08/17/07, both signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0219.03) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBGS!n Edition (2014), prepared by manufacturer, dated 12/10/14, sigledAid sealm+ry • • • .. . Francisco Hernandez, P. E. 000000 . . 2. Glazing complies with ASTM E1300-04/ 09 • 117 E. QUALITY ASSURANCE • • • • 1. Miami -Dade Department of Regulatory and Economic Resouw,4.XR).; • • • • MATERIAL CERTIFICATIONS • • ....:. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray ;jjp ;'ca, Inc. for thy-...; "Kuraray PVB Glass Interlayer" expiring on 12/11 /16. .090 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 79430 pli, ASTM D412Tension of 550 PSI, ASTM D 624-40 lb./ in., ASTM D 2240—Hardness Shore A 27 Duroineter, ASTM C 510—None, ASTM D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719 150%, ASTM D 3960-12 g/L, ASTM C 679-31-irs. 7 to 14 days, ASTM C 639 Nil. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1224.08 Expiration Date: April 24, 2018 Approval Date: April 09, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.12-0320.07) 4. Laboratory compliance letters for Test Reports No's FTL-5253, dated 10/10/07 and FTI-5252., dated 08/28/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08-0219.03) G. OTHERS 1. Notice of Acceptance No. 12-0320,07, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hting Window - L.M.I.", approved on 05/17/12 and expiring on 04/24/1S. •••• 0099 •• . .. , 00000, , •••••• , Jaime D. Gascon, P. P. Product Control Section Supervisor NOA No. 14-1224.08 Expiratiott Date: April 24, 2018 Approval Date: April 09, 2015 E-2 I- z c LL a 3 C C 2 c GENERAL NOTES: HEAD ANCHORS SEE CHART 4' 10"MAX. tnnlnl TIPICAL ELEVATION 1 OVER I - FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF F8C 5TH EDITION (2014). THE DESIGN PRESSURES REMAIN THE SAME AS IN THE PREVIOUS NOA IN COMPLIANCE WITH FBC 2010. 2.--- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 6.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1 /8". ALUMINUM SHALL BE 6063-T6. 10.- 1 X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. DESIGN PRESSURES CHART - PSF WINDOW DIMENSION ANCHOR SCHEDULE DISIGN PRESSURE-PSF WIDTH HEIGHT PER HEAD AND SILL PER JAMB EXT. INT. 19 1 /8" 26" 3 3 90.0 90.0 26 1 /2 3 90.0 90.0 37" 4 90.0 90.0 53 1 /8" 6 75.0 75.0 19 1 /8" 38 3/ 8- 3 4 90.0 90.0 26 1/2 j 3 r9o-o- 90:0-' 37" 1 4 90.0 v90.0 53 1 /8" 6 75.0 75.0 19 1 /8" 50 5/8 3 6 90.0 90.0 26 1 /2" 3 90.0 90.0 37" 4 90.0 90.0 53 1 /8" 6 75.0 75.0 19 1 /8" 63" 3 7 75.0 75.0 26 1/2" 3 75.0 75.0 37" 4 75.0 75.0 53 1 /8" 6 75.0 75.0 19 1 /8" 74 1 /4" 3 8 75.0 75.0 26 1 /2" 3 75.0 75.0 37" 4 75.0 75.0 53 1 /8" 6 75.0 75.0 PRODUCT REVISED us complying with the Florida Building Codc .. Acceptance No,14 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 0 W U � Zw o w o� V) Q in '° t'i a Zi m ftf 0 of - CIA O W f I O 0 N r N DRAWING No. SH08-01 DATE: 04-02-08 SCALE: 1 /2"=1 " I SHEET 1 OF 6 1 r - 2y1%2" -MIN. .4 . '49�• , a •Q 1 -2 �1 /2," MIN. _ ` o DETAIL Al ATTACHMENT TO CONCRETE TYPICAL ANCHORS 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1 BY WOOD BUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. 11/4" SMS THROUGH METAL. MIN. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET i OF 6. �j TYPICAL FOR HEAD. w V) in DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART MIN. ON SHEET 1 OF 6). TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS, MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. DETAIL A2 ATTACHMENT TO WOOD /4" SMS THROUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBER * ANCHORS REFER TO ELEVATION AND )ESIGN PRESSURES CHART ON SHEET 1 OF 6. TYPICAL FOR HEAD. MAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) ..••, • • DETAIL A4 ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1 /8" MIN. THICKNESS) A AA FRANCISCO HERNANDEZ FLORIDA PE # 51393 ......................... ............. I .. ................ Sunshine Windows Monufocturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 a Z � N w �i m w� U � J � a • � • v a zw z o w L. z= o � o � a v of O 0�m N � I N I N O Q M N O O O Z — N DRAWING No. SH08-01 DATE. 04-02-08 SCALE: 1 i SHEET 2 0F 6 ■ 2 1/2" MIN. I I I I I I �N 3/4- MAX. NON —SHRINK GROUT OD a ° d - OR 1' BY WOOD BUCK A' e •e. C a a. 2 1/2" MIN. 2 1/2" ,MIN. 2 1/2" MIN. 1/4'/ULTRACON 1 1/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1 " BY WOOD BUCK .OR NON —SHRINK NON—METALLIC GROUT 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO CONCRETE --- (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). REFER TO ELEVATION AND DESIGN PRESSURED CHART ON SHEETS 1 OF 6). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. DETAIL C1 ATTACHMENT TO PRE -CAST SILL ATTACHMENT TO CONCRETE 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. I� T VLIIV�w Vl� �, ELCO WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR SILL. DETAIL C3 ATTACHMENT TO WOOD MIAMI—DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II L_— —�-_ 1(%F�,,�p� p CHpR g�c' 1 " 5M5 �TH RR Itit aT G AND NUMBER MIN. 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). DESIGN PRESSURES CHART ON SHEETI OF 6). TYPICAL FOR SILL. TYPICAL FOR SILL. DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) DETAIL C5 - ATTACHMENT TO MULLION (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS PRODUCT ItEVISED as complying with the Florida Building Code Acceptanco No - -� �. +C ENDiffiti011}.' W By Miami Dada Product Control t 2—O$— FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 a �zz 0.4 N W C%1 [..� � V w �+ r .••. 0-4 . - •• 044 ., • . . .. No i& 1 004 , � � • O o ..��JJ v • • ¢ •• • • N O ZO fE4 P r= ••• • • ^ Ei • z o o W zx o� in Q N 0 Q. U o' rr N � I N E If3 W Q N Q o z N DRAWING No. SH08-01 DATE: 04-02-08 SCALE: 1 /2"-1 " SHEET 3 OF 6 1 /4" MAX. SHIM SPACE v' iv v0 MIN. 1 /4" MAX. culu caecF p - v Z CA1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT N (FOR MAX. ANCHOR SPACING AND NUMBER t� OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. ATTACHMENT TO CONCRETE 1 /4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. MIAMI—DAOE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) If I II II II{ I I I II II iL —JI ATTACHMENT TO MULLION BY WOOD BUCK BY OTHERS, IUST BE PROPERLY ATTACHED TO RANSFER GLAZING SYSTEM LOADS 0 THE STRUCTURE. SHALL BE APPROVED IY BUILDING OFFICIAL PRIOR TO TINDOW INSTALLATION. /4" ULTRACON BY ELCO WITH 1 1/2" MIN. ENEfRATION INTO WOOD. FOR MAX. ANCHOR SPACING AND NUMBER )F ANCHORS REFER TO ELEVATION AND )ESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. DETAIL D2 ATTACHMENT TO WOOD 1 /4" MAX. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) GLAZING DETAIL 0.090" DUPONT BUTACiTE PVB 1 /8" HEAT 1 /8" HEAT STRENGTHENED STRENGTHENED I I I I 3/8" GLASS BITE (MINIMUM) i SILICONE PECORA 895 TYPICAL JAMB SECTIONS ,ODUCT REVISED complying with t11e Plaiida gilding Code • '4" SMS THROUGH METAL. 'OR MAX. ANCHOR SPACING AND JMBER OF ANCHORS REFER TO _EVATION AND DESIGN PRESSURES Sunshine Windows HART ON SHEET 1 OF 6). Manufacturing, Inc. (PICAL FOR JAMBS. 9 1745 W. 33rd Place Hioleoh, florido 33012 z Ph: (305)384-9952 Fox:(305)828-51 18 rd+ oi8 1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 KY � 1:t i i N cn LLI O tR 17 N C2 O �- O Z DRAWING No. SH08-01 DATE: 04-02-08 SCALE: SHEET 4 OF 6 7 12 15 10 1s . s Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 14 3 o (SEE DETAILS 1 D1, D2, D3 AND D4 I�1 ON SHEET 4 OF 6) Z Z (SEE DETAILS 14 WINDOW WIDTH a dl x Al, A2, A3 AND A4 QI ON SHEET 2 OF 6) HORIZONTAL SECTION o w N � 12 3/4" x 3/8" STEEL BARgm � 1 w a 4 15 � •••• 14 • 9 5 •• •• • • • � • •• z • 0 I • =• 12 ••�••� • �• z 3/4" x 3/8" STEEL BAR LATCH OPTION .• •• : •;'; dJ cW.� a • • zQ 4 '•'' W m zz •• • I ��o Ln (>n { I p d W m 6 I W n Of M I 11 o I I � ao 13 I a n,in c� (SEE DETAILS 2 o tz- C1, C2, C3, C4 AND C5 VERTICAL SECTION DRAWING No. ON SHEET 3 OF 6) WITH TOP LOCK1�s;soaucidt REVISED complyingWIt11 t11eF1oridA wilding code „ S H 0 8 — 01 cceptelue Tb • x on ate 4A DATE: 04-02-08 VERTICAL SECTION Y Control SCALE: Willi 13adi P oduct FRANCISCO HERNANDEZ SHEET 5 OF 6 FLORIDA PE # 51393 --{ o.a1 z �-- 2.062 ---I T 1312 0.050 � I 0.304 0.395�—r 0.750 1.750 2.125 0812 � FRAME HEAD SW-014 GLAZING BEAT SWW-101 MEETING RAIL SW-015 6063-T5 6063-T6 6063-T5 --I 0.937 f --- �----- 1.625 —) 2.127 2.314 0.050 0.050 0.062 0.68 2.000 1.875 ��---- 2.078 2.375 ----� '1 0.812 �-- FRAME SILL FRAME JAMB SASH TOP RAIL sw-521 oT SW-011 sw-OT 7 6063-T5 6063-T5 6063-T5 1.890 �— 0.592 0.1870 2.750 0.062 TI 1.000 0.050 0.1324 0.7119 0.810 �- a •---I 1.000 I -- SASH BOTTOM RAIL SASH SIDE RAIL SASH BOTTON RAIL 5w-43355 6063-T5 SW-012 6063-T5 PLASTIC KOCETAL K300 SW-43353 ............................... ... ........ ................ MATERIAL LIST.... ...... ....... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 �t ram- a a oar N Z w 1 1� a w •••• • • •• �� • • •• •••• • • 00 • • • (Wj N • • i • • . OF Z Z z z T o y o� V1 U 0 �., 0 Zim o: z � N 't I l 0 0 Q r7 N Z N DRAWING No. SH08-01 DATE: 04-02-08 SCALE: 1 /2"=1 `• FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF 6 ITEM # PART # RCQll. DESCRIPTION MATERIAL 1 SW-014 1 FRAME HEAD 6063-T5 2 SW5210T 1 FRAME SILL 6063-T5 3 SW-011 2 FRAME JAMB 6063-T5 4 SW401 T 1 1 MEETING RAIL 6063-T5 5 SW-017 1 SASH TOP RAIL 6063-T5 6 SW43355 1 SASH BOTTOM RAIL 6063-T5 7 SW82026 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL fi063-T5 9 SW -AS AS REQ ASSEMBLY SCREWS # 8X1" PH PHILLIP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 A5 RQD WEATHER STRIP BULB VINYL 14 - AS RQD SILICONE DC-899/GE-1200 15 SWW101 AS RQD GLAZING BEAD fi063-T6 1 fi SW540 2 SPIRAL BALANCE ALUMINUM 17 SW-6fi7 2/VENT LATCH ZINC 18 SW3082 AS RQD WEATHER STRIP BULB VINYL MIAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33d Place Hialeah, FL 33012 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. DESCRIPTION: Series "2001" 81411 Outswing Aluminum French Door -- L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami -Dade County Product Control Section 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 • • 0 0 • • • • • 8 • • LABELING: Each unit shall bear a permanent label with the manufacturer's ilatire•or logo, city, state, •' series, and following statement: "Miami -Dade County Product Control Approved'"unless oiheAlise nottel • • • ••i••• • herein. .... ... • ...... RENEWAL of this NOA shall be considered after a renewal application has be .wM d and %"Q has bwjl. no change in. the applicable building code negatively affecting the performance of fttit* -oduc • . • . • •...' •• •• 900 TERMINATION of this NOA will occur after the expiration date or if there hw.4gvj1 a revisiop or change in the materials, use, and/ or manufacture of the product or process. Misuse of As nCIA as an enliorsempiil�% of any product, for sales, advertising or any other purposes shall automatically i3�rntiinpte this*AUA. Faikire . to comply with any section of this NOA shall be cause for termination and remova'1'of NOA.. • •; • • : 9 • ` •: ADVERTISEMENT: The NOA number preceded by the words Miatni-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 No. 14-0109.06 and consists of this page 1 and evidence pages E-1 and E-2, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 l S' Page 1 ... . . . ... . . , .. .. . . . .. .. . . . . . . . . . . .. : Oct *00 0 0 0*0 '. we* O � !!j !N r� �' CPC• , • • ' • ' • • i � . k s4a�` ��s h�f'/ her C� � f `� ••v' �'� ' �' �'�"r o ` , s46 rya p/ G,. ?j eY r� 7/ ' � did.+ ,'•% C ^'rvNA4 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 14-0109.06 and 02-1104.03) 2. Drawing No. FDOl-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test report 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, Side -Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked -up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 14-0109.06) 2. Test report 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; T46.203 -�O • • • ...... 6) Forced Entry Test, Side -Hinged Door S19ten1s, pq*UB*G, chapter•. ..... . .. ..... 2411 3.2.1, TAS 202-94 and per AAM�1344-02 • along with marked -up drawings and installation diagram ofan•Alumirixm swinging': Glass Door, prepared by Fenestration Testing Laboratory' •I'tic., Test •Report i4p' •. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. M•P. E.:�•�;• (Submitted under previous NOA No. 02-1104.03) ...... .' . . . . ...... C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying wh;tliC Florida Building Code 5u' Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resou ees (RER). •s Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 E--1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer" expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 511 Edition (2014) and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and c-filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC-2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL -3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02 1104. 03) 7. Laboratory compliance letter prepared by Fenestration Testilg taboro•torY*.•Inc.,.foi Test Report No. FTLr-3399, dated 08/16/02, signed and sealodJ-0w h G. Chian, P. F,...:. (Submitted under previous NOA No. 02-1104.03) • • •' • • • .... .... . . G. OTHERS •••• •••• ••�••• ...... .. . ..... 1. Notice of Acceptance No. 14-0109.06, issued to Sunshine WantWis MMrlfadturing,e00:0 Inc. for their Series "2001 French 8-Ft. Outswing Aluminun; 01Vqd Door L.M.I.", •, approved on 05/08/14 and expiring on 05/08/18. """ 2. NFRC U-Factor, SHGC, VT & Condensation Resistancg• Computes• .$imula4on •; Report on: DDFR "Test Procedure for Measuring the Steady Slate :Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked -up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTLr-7625, pages 01 to 05 of 05, including Miami -Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator -in - Responsible -Charge (CSIRC). /" (Submitted under previous NOA No. 14-0109.06) - Luc Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade County, Department of Regulatory and Economic Resources (RER), Product Control Section (PCS). (Submitted under previous NOA No. 14-0109.06) ID No. Simulation Report No.: Product Description Glazing Components: G.8: U-Value G.9: SHGC 01-00 FTL-7625 DDFR 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gra 1.07 0.41 01-07 1/4 Solex 1.07 0.43 03-00 1/8-SB60/ 0.090 PVB 1/8 c1r. 1.03 0.32 04-00 1/8 Solar gray/ 0.090 PVB 1/8-SB60 1.03 0.31 05-00 1/8 Solar gray/ 0.090 PVB 1/8-SB70XL 1.03 0.27 (Submitte(I uurler previous NOA No. 14-0109.06) Legend Abbreviations: Deseri tion: PVB Poly Vinyl Interlayer • Or. Clear Glass • • SB60 PPG Solarban 60 or 70 @ #2 Surface Typical••: SB70XL PPG Soiarban 60 or 70 @ 92 Surface TypicaT (Submitted underprevious NOA No. 14-0109.06) G-1 •••• •••••• . •• • • • • • • f ••.••• • • •. • ••O•• • • • • • ...... :000• . • ..•, . • LCC L �) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 15--0204.05 Expiration Date: May 08, 2018 Approval Date: April 23, 2015 z c? W z W O✓ 0 0 O 5" 12" MAX. MAX. CD NIA M. s 25 7/8" MAX. D.L.O. WIDTH 6 = 0 // w OD O '-,_j IM \ 0 00 A \\ r \ 5" 12" MAX. ,1 37" I MAX. DOOR FRAME INDEX OF DRAWINGS FA SEE INTERLOCK CLUSTER 5' 12 DETAILS ON SHEET 2 OF 8 MAX. MAX. (0j NJ Q MAX. ELEVATIONS 1 OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 INTERLOCK CLUSTERS DETAILS 3 OF 8 TYPICAL HEAD SECTIONS. 4 OF 8 TYPICAL JAMB SECTIONS. 5 OF 8 TYPICAL SILL SECTIONS. 6 OF 8 HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. 8 OF 8 CORNER DETAILS. 25 7/8' \ \ MAX. D.L.O. WIDTH \ STRIKE oD y o PLATES 15 (0co O \ 14 \ N A A \� 04 REV. I 1 I I I II I 5" 12" 16 MAX. SEE CLUSTER DETAILS ON SHEET 2 OF, 8 72" MAX. DOOR FRAME WIDTH M DESIGN PRESSURES MAX. DOOR FRAME HEIGHT DOOR LEAF WIDTH (NOMINAL) DESIGN PRESSURE (PSF) EXT. (+) INT. (-) 3'-0" 77.13 77.13 2'-6" * 80.00 89.13 3' -0" 80.00 90.00 -2:-6" * 1 80.00-1- __ -90.00 I * - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. FLUSH BOLTS: I.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON CHART. GENERAL NOTES: ao 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). " 2.- SHUTTERS ARE NOT REQUIRED. rn 3•- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. 4•- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON SHEETS 3, 4 AND 5 OF 8. 5.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF GREATER DENSITY. 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. \ 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL . SHALL BE Fy = 36 KSI MIN. 0• ...... 11,- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS ...;•• REQUIREMENTS OF FBC 5TH EDITION (2014). • • • • 12.- COLONIAL MUNTINS CAN BE APPLIED. • • • • • • 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF $ •• 14.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTIi • C1107/C11G7M STANDARD SPECIFICATION FOR PACKAGED DRY. .•. Ol^ Z©- 1> FRANCISCO HERNANDEZ FLORIDA PE # 51393 ............................... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hloleah, Florido 33012 Ph: (305)364-9952 Fax:(305)828-51 18 d C) 1••1 A � V U � w a � � r••t � o o � W N a • Q1 . a.. U • o. H. o` 0 z O O W �d � a tY � i 0 N QI O O 0 z r DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET1 OF 8 M ... DOUBLE DOOR CENTER LINE I 1 /4" � ULTRACONS 1 1/4" MIN. EMBEDME ;ONCRETE. CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL DOUBLE DOOR f CENTER LINE II r 5/16" ULTR"^^ 1 1 /2" MIN. El NOOD. CLUSTER DETAIL FOR ATTACHMENT TO WOOD AT FRAME HEAD AND FRAME SILL (DOUBLE DOOR CENTER LINE I 1/4"W KWIK—FLEX DRILLING SCREWS JGH METAL WITH MIN. 3 kDS BEYOND THE RATE. CLUSTER DETAIL FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL INTERLOCK CLUSTERS DETAILS complying with the Florida illding Cock /� ceotance No ..0 Ci��zo�l5' Sunshine Windows Monufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-51 18 z A x H W p-I O O � W N � a US)• W • • 4 l ,r� •• U • • �. . N • O N O O z O >� 0 I 0 W N a 0 O 0 z DRAWING No. FD01 —1 3 DATE: 05/16/13 SCALE: N.T.S. f s• I FRANCISCO HERNANDEZ FLORIDA PE # 51393 I SHEET 2 OF 8 1 2 1 /2" MIN. EDGE DISTANCE x 4 1 /4" 0 ULTRACON WITH 1 1 /4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. �a i I 7/8" MIN. I I FLUSH BOLT II ENGAGEMENT I INTO FRAME II THROUGH 1" HOLE. EXTERIOR INTERIOR ATTACHMENT TO CONCRETE THROUGH I X WOOD BUCK MIAMI-DADE COUNTY - APPROVED MULLION. 1 /8" MIN. THICKNESS. (UNDER SEPARATE NO is 2 1 /2" MIN. EDGE DISTANCE a 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. X 5/8" I 7/8" MIN. (I FLUSH BOLT II ENGAGEMENT I I INTO FRAME THROUGH 1 " I I HOLE. INTERIOR EXTERIOR 1 /4" 0 ULTRACON WITH 1 1 /4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1 /4" 0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL 1 „ WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. MIN.[SHEET FOR MAX. ANCHOR SPACING E.D.SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON 2 OF 8. 4i 4 � a, a 4 �a U 7/8" MIN. I FLUSH BOLT I I I ENGAGEMENT I I I I INTO FRAME I I I I THROUGH 1 " X 5/8" HOLE. INTERIORLL EXTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1" 1 /4" 0 KWIK FLEX SELF DRILLING MIN. SCREWS THROUGH METAL }' WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1 /4" MIN. FOR ULTRACON WITH 1 1 /2" —J EMBEDMENT INTO WOOD. MAX. ANCHOR SPACING SEE Ljjj ON ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. FOR CLUSTER USE 5/16"o I j ULTRACON WITH 1 1 /2" I I MIN. EMBEDMENT INTO WOOD, I I X 5/8" I I it EXTERIOR r 1 1 EXTERIOR V TYPICAL HEAD SECTIONS ATTACHMENT TO MULLION INTERIOR ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). r� WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING a OFFICIAL PRIOR TO WINDOW INSTALLATION. \Q 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME RODUcTREViSED THROUGH 1 " X 5/8" �_`undlng complying with cue Fimida HOLE. erode 7Ct'jfl�isC9 )"�O M 1 —'>e 1A • ianl rde !'ro act Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida =12 Ph: (305)364-9952 Fox:(305)828-51 18 dt � H A � � U U Ewa O N � w •• Z. •• A/ .. . • *0*000 .. •• • *Soo Of R" 0 o � �Q 0- a Q i 0 0 0 0 z DRAWING No. FD01 —13 DATE: 05/16/13 SCALE: N.T.S. SHEET 3 OF 8 I q I a e N O \z� + g W C14 o ' 4 —1 /4" SHIM w MAX. (TYP) 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1 /4" o ULTRACON WITH 1 1 /4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR EXTERIOR ATTACHMENT TO CONCRETE THROUGH I X WOOD BUCK WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1 /4"0 ULTRACON WITH 1 1 /2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. MIAMI-DADE COUNTY z APPROVED MULLION (UNDER SEPARATE NOA) 1 /4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR z 6tULL I u 1 /4"o ULTRACON WITH O 1 1 /4" MIN. EMBEDMENT 1 /4" SHIMd ' EXTERIOR ) 4 INTO CONCRETE. MAX. (TYP) FOR MAX. SEE ELEVATIONSOONSPACING ATTACHMENT TO MULLION e c SHEET 1 OF 8. 1 1 /4" MIN. INTERIOR 1 1 /2" MIN. 1 /4" SHIM MAX. (TYP) INTERIOR 9J EXTERIOR ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 1 /4" SHIM 18 GAUGE AND SHALL WITHSTAND MAX. (TYP) ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TQ �•� DOOR INSTALLATION. \� 1/4"0 KWIK FLEX SELF DRILLF110:90 SCREWS THROUGH METAL WITH.I6 M!. 3 THREADS BEYOND THE SUBSTATIE' FOR MAX. ANCHOR SPACING SEE:": ELEVATIONS ON SHEET 1 OF 8'- INTERIOR ' � W + EXTERIOR ATTACHMENT TO METAL STRUCT. Iu EXTERIOR 0 R TYPICAL JAMB SECTIONS ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK complying with the Florida cc�ede mv. pl N plance No Pk"' peW PS/4A,� ZD� FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 of O Z 0 O w O W CV Q I 0 O DRAWING No. FD01 —13 DATE: 05/16/13 SCALE: N.T.S. I SHEET 4 OF 8 1 . HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. I I NON SHRINK, NON METALIC PER ASTM F 1117. I I EXTERIOR --ILL I1 7/8" MIN, r 1 FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. z O � a INTERIOR a d d < i HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. 1 /4" 0 ULTRACON WITH 1 1 /4" MIN. EMBEDMENT INTO CONCRETE. 4 FOR MAX. ANCHOR SPACING SEE d ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE HIGH STRENGTH GROUT.—) MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1 " X 5/8" HOLE. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1 " X 5/8" HOLE. INTERIOR OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1 \--1/4"O ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MIN. EDGE DIST. FOR MAX, ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/8" o ULTRACONS WITH 1 1 /2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD GLAZING DETAIL •::::• —1/4"0 KWIK FLEX SELF 1� I TYPICAL SILL SECTIONS �\I DRILLING SCREWS THROUGH [\ METAL WITH MIN. 3 THREADS ` BEYOND THE SUBSTRATE. 1 „ FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND MIN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO METAL 1 /8" HEAT STRENGTHENEE GLASS EXTERIOF 1 /2" GLASS BITE (MINIMUM) .. ^" ''VB 1111 MLAYER90 DUPONT. 1 /8" HEAT STRENGTHENED ;LASS • ARCHITECTURAL PERIMETER TRIM (OPTIONAL) LICONE DOW CORNING 899 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hioleah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 Z dl � V U Ewa 0 W � � Ge•� W•• • �... . . . DRAWING No. FD01 —13 DATE: 05/ 16/13 O1—� is SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 I SHEET 5 OF 8 1 INSTALLATION NOTES 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.- FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 4, & 5 OF 8. 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1 /4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR r 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND O 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 7.- USE HIGH STRENGTH, NON SHRINK NON METALLIC GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL, HORIZONTAL SECTIONS 1 INTERIOR EXTERIOR SINGLE DOOR FRAME WIDTH ;ODUCT REVISED complying widt the Florida xeatanca No —K 45 7 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fax: (305)828— 51 18 O ~ �Aa Ewa 0 N W W h • • • �4 • • • • w • `1 9 • • N • • z 0 0 in a o a t2 S i 0 N 0 0 0 z DRAWING No. FD01 —13 DATE: 05/16/13 SCALE: N.T.S. SHEET 6 OF 8 • SEE NOTE 1 ON SHEET 7 OF 8 F— z 0 w w Q 0 0 0 SEE NOTE 1 ON SHEET 7 OF 8 VERTICAL SECTIONS INTERIOR LAMINATED L.M.I. RESISTANT GLASS (1 /8" H.S. GLASS + 0.09 PVB + 1 /8" H.S. GLASS) - E.I. DUPONT NOTE: 1.- 7/8" MIN. FLUSH BOLT ENGAGEMENT. MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL 1 GAS-46913 1 FRAME HEAD 6063-T6 2 GAS- 46912 2 FRAME JAMB 6063-T6 3 GAS-46915 1 FRAME SILL 6063-TB 4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 6063-T5 5 GAS--46910 4 PANEL STILE 6063-T6 6 GAS-46917 3 / LEAVE HINGE 6063-T5 7 GAS- 46916 1 ADAPTER 6063-T5 8 GAS-40928 AS REQ'D FLAT FILL COVER 6063-T5 9 GAS--46911 OPTIONAL PERIMETER TRIM 6063-T5 10 1LY73 AS REQ'D # 10 X 1" SCREWS GRADE 5 STEEL 11 1MB16 AS REQ'D # 10 X 1 1/2" SCREWS GRADE 5 STEEL 12 SEALANT AS REQ'D DOW CORNING 899 SILICONE 13 W33321 NK0020 AS REO'D ULTRA FIN WEATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA-209OL3RZAB3BP 1 LOCK (LATCH) ZINC 15 RA-209DZ1ABBP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDM r O n co r O 5.00 0 �t 00 r` O 4.00 r -{ r- O O O 3.50 078" C"! to O O 5.00 0 00 rn r` Ee .• ff�j 0 RODUCT RE- VISED ; complying with the Florida uilding Code cccutanwNo dj574C 00 E0 0 0 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-51 18 04 MA pw4 V V � O � O U► w N � C--i Q W •� • •••• Ago* • •• �•• .• • d 00 1 • 0 . . DRAWING No. FDO 1-13 DATE: 05/16/13 SCALE: N.T.S. • FRANCISCO HERNANDEZ FLORIDA PE # 51393 I SHEET 7 OF 8 1 TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS L BOTTOM CORNER DOOR FRAME CORNERS SCALE: NITS V 2 # 10 BY 1 1 /2" PH. FLAT HEAD SMS 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER DOOR PANEL CORNERS SCALE: NITS FRANCISCO HERNANDEZ FLORIDA PE # 51393 ------------- Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-51 18 O H A a V V � 0 W F .. • . •. . v , • Cv • • a, o • • •4 • Z 0 v> � a � Q CD N 0 0 0 z DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 8 OF 8 1=1 • THERMAN,..TRU THERMIA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR., FIBER CLASSIC CLASSIC CRAFT &CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING 'IMPACT" GENERAL NOTES I. This product evaluation drawing has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outsw€ng configurations using coastal sill item #4 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details (Smooth Star) 3 Door panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck & frame anchoring - 2X buck masonry construction 9 Frame anchoring - 1 X buck masonry construction 10 Bill of materials & components 37.75 MAX. r--- FRAME WIDTH 35.93" MAX. PANEL WIDTH I ci (� tFF Uj z W ::F LU Of Q t n. `E :E N N 00 � %00 ►►/ • Z j•• •.....••••••, ►tlllttl L vN OVERALL DESIGN PRESSURE'l" DOOR TYPE 3WIN -0 FRAME.- PCiSI?"#1/E 'NEG�4TItlE: DtlVlt[VS1 SMOOTH INSWING 37.75" x 82.25" +75.0 -75.0 STAR -OUTSWING— -37.75" =80.75 _+80•0! _-80•0__ 3 CLASSIC INSWING 37.75" x 82.25" +100•0 -100•0 CRAFT OUTSWING 37.75" x 80.75" +100•0 -100.0 INSWING 37.75" x 82.25' +90.0 -95.0 RUSTIC OUTSWING 37.75" x 80.75" +90•4 -95.0 FIBER INSWING 37.75" x 82.25" +75.0 -75.0 CLASSIC OUTSWING 37.75" x 80.75" +8Q 0 .80.0 • ••• 0 i o; M d ►� 0-= :a-' ? Jn �;• •• � Q �2 0�?`. vc"') Z e ° x 04 0 �g Q r `�� 5o m . L : m n. n. t.. YC 3 z� cD o in z at� ZDo a� ¢ �© z w Z� Li ~ U o Q Q) �� a n ry-a L a. .•.. al • • J m • . . . CN . . o z w . Lo • • .popee F . •w . o :. ✓, a f ' DATE: 3106112 SCALE: N. T. S. DWG. BY: JK CNK. BY: LFS DRAWING NO.: FL— 14986.2 O ...... .... . . • , •, A . r 000 • • 0000-0. •..�.. •N:,:oo •• •,,,,• • '�, Y i c • • • i �O� c�' ' J� C ��.✓J`Q��) Cat„ ��_ �y` �� :'�s�, a act `c' �� C, �,� ,n , ��:••;�' 051 NN NS ON ° '- -�� e by � ti•' y' �� ;' �' �• ..�`� w " c�� , `�C`^ �2�`,�Z fvy �?O� C 0G C�' vim; � � .C% i. �ti. • �� 44 47(Al 46 O TYP. 4 CORNERS OF PANEL L DETAIL A -A -1 o DOOR PANEL 40 Smooth Star NOTE: WOOD/LVL COMPONENTS: PINE (SG >= 0.42) E 28.86% OPEN AREA MAX. DETAIL A -A Panel reinforcement EXTERIOR 1 HORIZONTAL CROSS SECTION 2 42 TOP RAIL 43 LOCK STILE T r-1.53" --� —L i� HINGE STILE 45 BOTTOM RAIL 4 z J� .Z•` �rn Z -� 0 rn g� Q tarn �'•,��..°in MOD in U N 46 42t o� _zm� ° K a cn g o a. h �� maam 47 ` Z 41 J 0= O Q� � c,Ln QV) J lal= M Q () W ~m CL () wEn Cr- co a EXTERIOR INTERIOR o� 0 O a. Q a U m 41 `� 0 •••• N •• • • • Li 47 V .... .. 0000 so 00 •••••• . QQ •• 46 • • .. .. • ... ....•• 45 • • • • • w • C3 • . . . • • • N 2 VERTICAL CROSS SECTION DATE: 3106112 2 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-14986.2 SHEET 2 OF 10 • 54 56 57) (51 TYP. 4 CORNERS OF PANEL L DETAIL A -A -1 o DOOR PANEL 50 Classic Craff NOTE: WOODAVL COMPONENTS: OAK CAP (S.G. >=0.67), PINE CORE (SG >= 0.42) � ?O 28.86% OPEN AREA MAX. DETAIL A -A Panel reinforcement EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 3 HINGE STILE S3 LOCK STILE 55 BOTTOM RAIL 56 EXTERIOR %11 EXTERIOR %11 Z �0? J_ C M T :` J Z 0- {Z- F- O 'gam -cc �V 0 N .. o E x °a 0 Z c� 52 �� a,i c0 9 ICU N a �M ♦ p OIL m \ � 0- a. V Y CZ 51 o [ 4J S �a 57 INTERIOR 57 51 55 2 VERTICAL CROSS SECTION 3 V) o� J U M aV) w � Cc a 0 Q) 0 CY a o_ m w v 0 • • N • •• • • LLJ 0 • •••••• • l(j W w a .. .. EL • • 10 $C100,C) • • : i DATE: 3106112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO..- FL- 14986.2 SHEET 3 OF 10 33) (31 TYP. 4 CORNERS OF PANEL 35) (36 L DETAIL A -A J DOOR PANEL o 30 Classic Craft Rustic NOTE: WOODAVL COMPONENTS: OAK CAP (S.G. >=0.67), PINE CORE (SG >= 0.42) i, J til,9�'9 28.86% OPEN AREA MAX. DETAIL A -A Panel reinforcement EXTERIOR 36 f INTERIOR 1 HORIZONTAL CROSS SECTION 4 LOCK 3 HINGE STILE 35 31 32 TOP RAIL (Arched) 33 = t�; cA IVd z �llll� 32 IN N \� 31 36 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 `r// 0: 0 W C, 07—F` orn . . Z u J O(OOD > 0, U N Z o� Ern O Z0 = ins _ S `oa i M maa.LL s LL E CZ U C 41 Cr tz U C, U w Q W U of U co a w O C/) Os 0 0 0 0 a Cr 0- U m �r 0 N • •0 • • • W • • • • a •• •• • DATE: 3106112 SCALE: N. T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-14986.2 SHEET 4 OF 10 h rz a� z 0 U 0 z 0 m 3 B: N 0 N 64 67 61 66 O v v v u C .., . TYP. 4 CORNERS OF PANEL L DETAIL A -A J °o DOOR PANEL 60 Fiber Classic NOTE: WOODAVL COMPONENTS: PINE (SG — 0.42) C � ?o 28.86% OPEN AREA MAX. DETAIL A -A Panel reinforcement EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 5 -1 1.18" �r 63 LOCK STILE T 1.53" -�-I N C1L4 L� - � HINGE STILE qmmm-RAIL EXTERIOR 66 Off• U• ._ N: • c z N V IKITFQinQ 61 • • • '•"•' D •••••• 65 2 VERTICAL CROSS SECTION 5 i • to C M �'M to; C oo, U N Z o O c EO, Z m Z U Z p0 9 cc 1 L L maam o ° Cz E o c ,.i Cn Cr _J Q U pV) =O Cr 0 I cr o] W V ¢ W ~ uj m m a 01— U C�' 0 o � Q a. a •r:r. DATE: 3106112 SCALE: N.T.S. DWG. BY: JK CHK. EY: LFS DRAWING NO.: FL-14986.2 SHEET 5 OF 10 •■ 1-1/4" MIN EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR EMB. (TYP.) Shown w/1 X sub -buck INTERIOR EXTERIOR 0.1 S" C'SINK (TYP.) also approved to Q; o) Li • Z rc'. 0CD •: orn 0 x z Q =o _zMa P 9 cw a N ,ry C. o a ma.am M 0 " �z° �j ' v° c ui 8 3'a Z U Q Lo mNOS W m Cc O t� ~ m U) Q Q: U U U 0 0 a Q a m ... LQ . . .. . .... ' . . ^ LL90, ' , N � 1-1/4" MIN. EMB. (TYP.) DATE: 3106112 i SCALE: N. T. S. DWG. BY: JK a CHK. BY: LFS 3 DRAWING NO.: a FL-14986.2 " a SHEET 6 OF 10 N Q JS (j M o O) E o. e id) CS Z gO� IS 0;n < a s INTERIOR EXTERI/� �� O N •: Z a 4 9 i X z o a0 cnM co 9 p o a W A� C �` m a a °�° 30 40 d C I " 10 E cZ : 5 50 60 g ` w w o 3a 40 30 40 30 60 50 10 g o 60 50 10 8 ° o 9 E p ° ° D p ° D ° � z O 9 d D o �C) J F- EXTERIOR INTERIOR INTERIOR EXTERIOR` Dv I Lo N r �w N D ° ° m L'i > a 1 VERTICAL CROSS SECTION 2 VERTICALD CROSS SECTION = w ~ V � 7 Outswing shown -inswing 7 Shown w/1 X sub -buck 3 VERTICAL CROSS SECTION °D Q also approved 7 Outswing configuration 0 a 0 IV a T Nr cn 7 .J m J EXTERIOR INTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 7 Inswing configuration 7 Inswing configuration 6 VERTICAL CROSS SECTION 7 Outswing configuration • w Q • o • • LL c • Z1_ LA DATE: 3106112 SCALE: N. T. S. DWG. BY: ,JK m CHK. BY: LFS 3 DRAWING NO.: N FL-14986.2 0 N SHEET 7 OF 10 ,. @1I r- -41 k6 00 v MASONF OPENIN( 2X BUCK BUCK ANCHORING DP <= 80 psf X CL Cli U �2 0 MASONF OPENIN( 2X BUCK 1 t _OW Max BUCK ANCHORING 80 < DP <= 100 psf CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: AN.cH�R ANCNUR .: NIlN. 11+1tN CMEAkANCti MIN CL> ARANCE TYPE SIZE. EMBEDMENT 4. TO WASONRY TO ADJACENT. . ...........:..; :.:: EDGE,.-.... ANCHOR :... ITW ® TAPCON MCI 1-1 /4" 2" 4" ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. 4" 'v HINGE JAMB P TYP. HEAD & MASONRY JAMBS OPENING FRAME 2X BUCK v op FRAME ANCHORING Masonry 2X buck construction uuPP+P� ww° u _ V c / : z to Cn N in STRIKE JAMB LATCH & DEADBOLT DETAIL rO� �rn i� 0 U N z P E o, Z 0 Z U e 0ct 90°�W o �,t 5 qta- m a.aLL i cZ E o c 4i a. xZ N p CD ►_ Z U Or O O Co o_� Zp � N } QU M �� O w Q 2L �O 00 U O Q 07 CO a a. 0 N • ••• • (n • • • LJ O • v, .!x .... .... w ...... a o •• •• . . Q. to . w . � ►' a ® • S ... • • N m Z O z U ri DATE: 3106112 z 0 SCALE: N. T. S. DWG. BY: JK m CHc. BY: LFS 3 DRAWING No.: it FL-14986.2 0 SHEET 8 OF 10 ca '. MASONRY OPENING FRAM IX BUC HINGE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR . ANCHOR.. M1N "MIN..::CLEARANCE : MIN .Ct�ItANCE .: ` To MASONRY TO ADJACENT .. ..:S1ZE.:. .......................... ,EMBEDMENT . :...:........... EDGE:::...:. :: ANCHOR . ... ITW TAPN ® CO 1/4" 1-1/4" 2" 4„ ITW TAPCON® 3/16" 1-1/4" 3" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & 1" o.c. spacing of wood screws to r revent the solittino of wood. STRIKE JAMB LATCH b DEADBOLT DETAIL HINGE DETAIL ♦``%J111111111' ♦ Tye n • i to L. M 0` •�� 0CR -W- �V\\\` fj > M W �V 4� 0 N�Z C _0 " Z Q E a Z m° a U� 9 C W M L m a:aU_ CZ "Li 3`a Y U z CO C) Z)O m o0 OC� WU M V>- LLJ E— CO En 2: Cr Q Z Q O Q� 0 C a a U m 1.� • v • • ' ' ' • • p • •• •• • W O • • • cn • •••••• u' . W . .••• • .. U) • • • • . . . • .,. w LO 40 • • N m Z O Z U i DATE: 3106112 SCALE: N.T.S. 9 M DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: FL-14986.2 ro 0 SHEET 9 OF 1O N 15 M IAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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. DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08, with the latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with tlie• fi tice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. •' • • • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ..;.r. •,�• ,,,,;� LABELING: Each unit shall bear a permanent label with the manufacturer's nUM tr logo, City, stat;,,,,; series, and following statement: "Miami —Dade County Product Control Approved' unless otkerwLi&,- noted herein. • ...... .. . ..... RENEWAL of this NOA shall be considered after a renewal application has beetrfifed and;iere4ias beort•... no change in the applicable building code negatively affecting the performance of rit4t-Nuct. . •, 07. . ...... 'TERMINATION of this NOA will occur after the expiration date or if there has.beerti . a revii811•d1•change , in the materials, use, and/ or manufacture of the product or process. Misuse of this NbA as an cm&rsemdal of any product, for sales, advertising or any other purposes shall automatically terminate this NOAFailure 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 No. 12-0320.06 and consists of this page 1 and evidence pages E--1 and E-2, and as well as approval document mentioned above. - The submitted documentation was reviewed by Jaime D. Gascon, P. E. • NOA No. 14-1204.11 Expiration Date: April 10, 2018 �+1 5 r Approval Date: May 14, 2015 Page 1 0 r•��' f•(a, • • • ,a • a •j• • • • C�,y � c�L • t : • •,� w •� • it w • i7 t!.jr f'!a i•c, t () +'dl !// . J�+ I'+, 'rt��. `C. Q � � %i�NCY� •",j'A•...L� .I�, ��J,h? '�i�ry fir' a�la � �'ia. ��ts !��, a•%< <i}l,� � .tl' `�• ''' yi i! by Swishine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0.107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08, with the latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez, 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 6) 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 sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11109/14, signed and sealed by Francisco Hernandez, P. E. 0.0 • 2. Glazing complies with ASTM E1300-04/ 09 •.... • D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resource] JVR). �,• E. MATERIAL CERTIFICATIONS F. 1. Notice of Acceptance No. 144916.10 issued to Kuraray "Kuraray PVB Glass Interlayer", expiring on 12/11/16. America, Inc. for STATEMENTS • • • • • • 1. Statement letter of conformance to, of complying with FBC 51h Edition (20N) and of no financial interest, dated 11/10/14, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of conformance to, of complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted tinder previous NOA No. 12-0320.06 Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 14, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTL -5331, dated 09/18/07 and FTIr5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0107.08) G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 Aluminum Horizontal Sliding Window - L.M.I.", approved on 05/17/12 and expiring on 04/10/18. •• •• • •• •••••• • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 14, 2015 E-2 DESIGN PRESSURES CHART - PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED WIDTH HEIGHT PER HEAD & SILL PER JAMB 1 3/4" SILL 3" SILL EXT. INT. EXT. INT. 26 1/2" 37" 53 1/8" 74" 26" 4 3 53.33 120.00 80.00 120.00 5 53.33 120.00 80.00 120.00 6 53.33 119.30 80.00 119.3 8 53.33 90.0 80.00 90.00 AG d z 26 1/2' 37' 53 1/8' 74" 38 3/8" 4 5 53.33 120.0 80.00 120.00 5 53,33 120.0 80.00 120.00 6 53.33 95.50 80.00 95.50 8 53.33 78.90 78.90 78.90 H 37" 53 1/8- 74" 50 5/8- 5 6 53.33 104.70 80.00 104.70 6 53.33 88.40 80.00 88.40 8 53.33 67.30 67.30 67.30 37' 53 1/8- 74" 63- 5 7 53.33 88.20 80.00 88.20 6 53.33 75.00 75.00 75.00 8 53.33 62.00 62.00 62.00 24" 36" 48" 60" 72" 24" 3 3 53.33 120.0 80.00 120.0 4 53.33 120.0 80.00 1 120.0 6 53.33 120.0 80.00 120.0 7 53.33 120.00 80.00 120.0 8 53.33 90,00 80.00 90.00 rA 9 0 24" 36" 48" 60' 72" 36' 3 4 53.33 120.00 80.00 120.0 4 53.33 120.00 80.00 120.0 6 53.33 120.00 80.00 120.0 7 53.33 99.90 80.00 99.90 8 53.33 88.60 80.00 88.60 36" 48' 60' 72" 48" 4 6 53.33 100.40 80.00 100.40 6 53.33 93.90 80.00 93.90 7 53.33 87.00 80.00 87.00 8 53.33 74.30 74.30 74.30 36" 48" 60" 72" 60" 4 7 53.33 90.00 80.00 90.00 6 53.33 87.00 80.0 87.00 7 53.33 83.40 80.0 83.40 8 53.33 67.80 67.80 67.80 I C'. U C C 2 3 GENERAL NOTES: 3 1/8" TYPICAL ELEVATION (XO) ,1t wbY-I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. CMU AS PER ASTM C90. CMU MUST BE 8--INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8.,. ALUMINUM SHALL BE 6063-T6. 1 1.- 1 X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. IRODUCTREVISED LAMINATED BY TECNOGLASS OR SIMILAR. is complying with the Florida uilding Codc // coepiancc No ;,j. " n ate 2Q 1 L1 - 1 8 --t Y 4ami Dadc Pro cct C"nfrol FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 0 A a » Z Z 0..'aI 000 . . •• M� •... •.• •• •.• • • w. . • ... 4 4. m iwi :1 • • • . • .0 • 0 N !� �. -. • . (if zw z a W z O O IL U of N d' w Ln 01 olo I 0 0 C 0 �- N DRAWING No. HS08-01 DATE: 03-14 -08 SCALE: 1/2"=1" SHEET 1 OF 7 1 DESIGN PRESSURES CHART - PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ANCHOR HURRICANE PROCTECTION DIMENSION SCHEDULE IS NOT REQUIRED PER PER 13/4" SILL 3" SILL WIDTH HEIGHT HEAD & JAMB SILL EXT. INT. EXT. INT. 74" 38 3/8' 11 6 53.33 90.00 80.00 90.00 Q74" 50 5/8" 11 8 53.33 90.00 80.00 90.00 Z 37" 6 53.33 90.00 80.00 90.00 53 1/8- 63" 8 9 53.33 90.00 80.00 90.00 W 74" 11 53.33 85.20 80.00 85.20 72" 48" 11 7 53.33 90.00 80.00 90.00 a a 48" 7 53.33 90.00 80.00 90.00 60" 9 60" 9 53.33 90.00 80.00 90.00 72" 11 53.33 90.00 80.00 90.00 z C9 w S O 0 z 3 3 1 /8" MAX. 7" MAX. i i IMPACT IMPACT GLASS II GLASS II 4. ------+�--------- ---------41---------- OD n i n � ii B ii 1 i 3 1 /8" I 7" ' MAX • MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) GENERAL NOTES: FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF F8C 5TH EDITION (2014). 2.- CONFIGURATIONS OX AND XO. 3.--- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 11.- 1 X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. FRANCISCO HERNANDEZ FLORIDA PE # 51393 :ee ................ ............... ................ ............... Sunshine Windows Monufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 fax:(305)828-51 18 H z A W • M lee " LL Ned*** o DC11 • N IL••• E Z• • O.O • 0., OE o0 z w z o 0 w z= g ►- �az�)� N d Ln 00 a � � 0 0 ol z a DRAWING No. HS08-01 DATE: 03-14-08 SCALE: SHEET 2 OF 7 F c t 0 0 nE VERTICAL SECTION HORIZONTAL SECTION (2) 2" YY H VERTICAL SECTION WITH SILL RISER :ODUCP REVISED complying with the Florida veptlYg Code l ��} ' xeptance o _ T J, Product FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828--5118 �01 Yti 0 0 coo Q Cl) V-) Cn U W � va Z 0: •• • Leo • ••• • •••• • • • .. • . • • F .. •• • 3 • •• •• • • �.1 ^ w d U • • w zp • • v� 0••• F=- UF••• w cj z W — z a z� V) O CAI m friz I fyL- N � LO00 aM 0 O Z �- N DRAWING No. HS08-01 DATE: 03-14-08 SCALE: SHEET 3 OF 7 ■C ■C ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fax:(305)828-51 18 ram, Qa a � � N O ^ � � U wza � 0. • N• • Ci w � z • • • a N won �. U 17 W Z W z c� za — z � in v N `n a o �i m � z a_w I u'1 o I 00 � � 0 0 •-- � � N Z DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1 2"=1 " SHEET 4 OF 7 . MATERIAL LIST MATERIAL LIST • •• . • • •• • •• .• . •• •• • •. • • • • • ••• • RODUCT REVISED s complying with the Florida uilding Codc /� cceptance No J.4 ~ O� . 12 n ate boo y - 1 4iami Dade Product Contro FRANCISCO HERNANDEZ FLORIDA PE # 51393 rf 0 . —L I (/) -T 1 ITEM # PART # REQD. DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 6063—T5 2 SW-019 1 FRAME SILL 6063—T5 3 SWxxx2i 1 INSERT TRACK 6063—T5 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 6063--T5 6 SW3019 AS ROD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 9 SW-017 1 MOVING MEETING RAIL 6063—T5 10 SW40111 1 FIXED MEETING RAJ 6063—T5 11 SW —AS AS ROD ASSEMBLY SCREWS � 8 X 1" SMS. 12 SW-013 1 JAMB TO MOVING PANEL 6063—T5 ITEM# PART# REQD. DESCRIPTION MATERIAL 13 SW—Oi 6 1 MOVING SIDE RAIL 6063—T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW-667 AS RQD LATCH ZINC 16 SW—S10 2/SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063—T5 18 SW-014 1 JAMB TO FIXED PANEL 6063—T5 19 — AS ROD SILICONE PEC.-895 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063—T6 21 SW—STL 1 3/8" X 3/4" FLAT BAR STEEL 22 SW —AS 4 ASSEMBLY SCREWS i� 8 X 2 1/2" SMS. 0.612 � --- i .625 ---) o.oso rt 0.050 � 0.062 0.394 171750.� 1.875 0 2.125� �p N 1.250 1.437 0.395 1 0.750 —� 0.812'-- 0.6e7 1.312 � I 2.077 I GLAZING BEAD SW-1o1 FIXED MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 6063—T5 SW-40111 SW-017 SW-014 SW-013 6063—T5 6063—T5 6063—T5 6063—T5 0.078 0.062 � F I----�- 0.592 2.75 1.750 1.8750 3.062 1,000 — -- 0.050 1.5090 0.750 1 L1 —I 0.810 �-- 2.00 ---� 1.0000 I -- FRAME HEAD AND SILL MOVING SIDE RAIL SILL RISER INSERT TRACK SLIDER TOP AND BOTTOM RAIL SW-019 SW-016 SW-40771 6063—TS SW—xxx21 SW-012 6063—T5 6063—TS 6063—T5 5063—T5 7 1 /7" AAIM ':� 1 /9" AAIM 1/4" ULTRACON 1 1/4" LAIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD SUCK. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DN SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO 'RANSFER GLAZING SYSTEM LOADS -0 THE STRUCTURE. SHALL BE APPROVED 3Y BUILDING OFFICIAL PRIOR TO WNDOW INSTALLATION. DETAIL A ATTACHMENT TO MASONRY 1/4" SMS THROUGH METAL. 1 " (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND MIN. DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD. W n. 0a 9 x DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMI. 1/8" MIN. THICKNESS) DETAIL C 1 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS MIN. REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. w �Q DETAIL B ATTACHMENT TO WOOD ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) .ODUCT REVISED complying will) the iilding Code /� d =ptance No FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hioleoh, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 0 V � A 00 Cn U W � � • • a t�i• • „ 3 , • 0 V O cli � N i b • • a C) E 0 0 Zw o w o� in a to to a Q�U_ N d' I Ln 0 I ao Q � I 0 O �- O z N DRAWING No. HS08-01 DATE: 03-14-08 SCALE: SHEET 5 OF 7 •• 2 1/2" MIN. `d- C A d d < d A. 0D Z < a N a d 14 2 1/2" MIN. 3/4' MAX. NON -SHRINK GROUT OR 1" BY WOOD BUCK 2 1/2" MIN. 2 1/2" MIN. �- 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR SILL ONLY. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. DETAIL D DETAIL E ATTACHMENT TO PRE -CAST SILL ATTACHMENT TO MASONRY THROUGH METAL. kruK nowt. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL G ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1 /8" MIN. THICKNESS) MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF7AND 2OF7)• TYPICAL FOR SILL. ATTACHMENT TO MULLION (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 1`0 THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. z" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL F ATTACHMENT TO WOOD .ODUCT REVISED complying with the Florida ilding Code .ceptan No • FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Hialeah, Florida 33012 Ph: (305)364-9952 Fox:(305)828-5118 11-1 C) N O V) � � w U w z V) • • p• • • w • 0 �� o0_• Np • . 0 a • • a "C 0 0 zw o w o� `n v� ¢ U D us � U aC lY N � u7 0 00 Q M I 0 0 O z N DRAWING No. HS08-01 DATE: 03-14-08 SCALE: SHEET 6 OF 7 .•. 144 • 1/4" MAX. SHIM SPACE a' v a. 00 .. 1 1 /4" MIN. 4 0 DETAIL H ATTACHMENT TO MASONRY 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) �I II ATTACHMENT TO MULLIONS DETAIL 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO \ TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 1 1•/Z" BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. MIN. 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. TIT:'P A T7 i ATTACHMENT TO WOOD TYPICAL JAMB SECTIONS 1/4" MAX. CUILI CPAf'.F 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL J ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) GLAZING DETAIL 0.090" DUPONT BUTACITE PVB 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHENED 3/8" GLASS BITE (TI PICAL) SILICONE PECORA 895 GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax: (305)828-51 18 O Q i--� H . � O � �O ss4 r � U � h � • • •• O •• • U d. • w = Z tj Je- • •• <n a o.8• • H V N• i; - w z z zF [j O 21 m m Z h N Y I LO o I a0 � I � O Z DRAWING No. HS08-01 DATE: 03--14-08 SCALE: 1 /2"=1 " SHEET 7 OF 7