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WS-18-2016Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 �ORtDp' Permit NO. WS-7-18-2016 Permit Type: Windows/Shutters Pen m itork Classification Window/Door Replacem Permit Status: APPROVED Issue Date: 8/1/2018 1 Expiration: 01/28/2019 Project Address Parcel Number Applicant 549 NE 106 Street 1122310140130 Miami Shores, FL 33138- Block: Lot: NICOLAS GERTIE Owner Information Address Phone Cell NICOLAS GERTIE 549 NE 106 Street (305)609-8461 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone A CHRISTIAN GLASS & MIRROR COM (561)278-3385 (561)860-3452 Type of Work: REMOVE & REPLACE WITH HURRICANE RES No of Openings: 18 Additional Info: REMOVE & REPLACE WITH HURRICANE RES Classification: Residential Scanning: 3 Fees Due Amount CCF $10.20 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $3.40 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $323.20 Valuation: $ 16,809.54 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68363 07/27/2018 Check #: 12572 $ 50.00 $ 273.20 08/01/2018 Check #: 12627 $ 273.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building EJE 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. OWNE FFI AVIT: I c fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con ction zon' F hermore, I authorize the above -named contr5O9r to do the work stated. August 01, 2018 Authorized Si ature: Owner / Ai5plicant / Contractor / Agent Date Building Dbpartment Copy August 01, 2018 1 Miami Shores Village r �---- - Building Department JU 27 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY._ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20\1 BUILDING Master Permit No. WsIa —Zo PERMIT APPLICATION Sub Permit No. FN�BUILDING ❑ ELECTRIC 0 ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 549 NE 106 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2231-014-0130 Is the Building Historically Designated: Yes NO X Occupancy Type: SFH Load: Construction Type: SFH Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): NICOLAS GERTIE Phone#: 305-609-8461 Address: 549 NE 106 ST City: Miami Shores Tenant/Lessee Name: Email State: FL Zip: 33138 hone#: CONTRACTOR: Company Name: A - CHRISTIAN GLASS & MIRROR Phone* 5612783385 Arlrlracc. 925 S CONGRESS AVE City: DELRAY BEACH State: FL Zip: 33445 Qualifier Name: TODD ABERNATHY Phone#: 5612783385 State Certification or Registration #: SCC131151235 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $16809.54 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: REMOVE & REPLACE WITH HURRICANE RESISTANT WINDOWS & DOORS AT NO CHANGE TO SIZE OR OPENING 12 VJ ivy 0 W 9 -� 16(.400.F5 Specify color of color thru tile: Submittal Fee $ Permit Fee $ zvo.0 CCF $ I Q • zo CO/CC $ Scanning Fee $ Radon Fee $ Z' 000 DBPR $ • 20 Notary $ Technology Fee $ 13.6o Training/Education Fee $ 3 • b Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2-73 • ZU (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 Zi 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Signature OWNE o AGENT The foregoing instrument was acknowledged before me this day of 20J by Ois personally kno to me or who has produced as d. Signature RACTOR The foregoing insins r gnt as acknowledged beE.�this ay of 20y h - pers o me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n: Si n: n io i� e Print: ' "! Print: Seal: a COmmission 055949 Seal: yo�;�: ��•�� ALIANNYJIMENEZ s `o' Explres December 18, 2020 �O`F`°P , „ Commission 8 GG 055949 e-WThro94d9et Notary$,*, �^� Expires December 18, 2020 Po. Bonded rnru Budget Notary Ser*n *s*****sss*s*s*sssss*ss****s#rx.*+�ssss*rsssss�es*ss*�*ssssss#ss**+*s*ssssssssssss**sxss*suss:ssss�.«s::�s.* 7 30 �2 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) (47 "no, _. 925 S. Congress Ave. Delray Beach, FL.33445 (561) 278-3385 (954) 946-2244 (561) 840-0937 Fax (561) 278-8599 Nicolas Gertie 549 NE 106 St Miami Shores FL 33138 (305) 609-8461 Mobile Nicolas Gertie _nicolasgertiena"hotmail.com SCOPE OF WORK QUOTED: PROPOSAL # 3570519 June 7, 2018 We are pleased to quote the following project; Supply of windows and doors with all new hurricane resistant impact system by PGT WinGuard, consisting of Bronze aluminum frames and laminated Grey tinted safety glass. All taxes are included. XQ� Front door @ 3068 HVHZ Arched w/round clavos (3) Casement windows @ 36 5/8" x 50 5/8" (3) Fixed glass windows @ 36" x 49'/Z" Fixed glass window @ 36" X 49 %z" Fixed glass window @ 36 5/8" x 38 %" Fixed glass window @ 44 3/8" x 33 3/" Fixed glass window @ 57" x 40" Fixed glass window @ 36 5/8" x 63" (3) French doors @ 71 3/"x 79 3/4'.' French door @ 3 1 " x 79 3/4" French Door @ 32" x 79 3/" TOTAL MATERIAL, TAX $16034 54 Deposits and Payments: I ST Deposit: A deposit of 50% is required upon execution of this contract. 2ND Deposit: The 2ND deposit of 50% will be due with pick-up. Customer WJI)ER- ZZ >� Title Date All payments become past"dhe Twenty (20) Days from the invoice date. A late charge of 2% per month will be added to any account balance past due. if not paid according to contract terms, it is agreed that the account is considered delinquent. Collection costs, legal fees incurred to collect past due bills must also be paid. Overdue invoices will be subject to the maximum rate allowed by law and will be incurred days from the date of the invoice. Collection Fees shall include, but not limited to; attorney fees, collection agency fees and any other fees incurred by A -Christian Glass in the attempt to collect the debt, will be the responsibility of the customer. Any cancellation will be subjected to a minimum of 5% plus any incurring expenses. Defects and service schedule will not be cause for holding final payment. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. A-CHRISTIANGLASS WINDOWS & DOORS 925 South Congress Avenue' Delray Beach, FL 33445 :E.:�� r"%. .�£�'.GGt%7 t++�'...n3�..�, ,"'"ice .F:+rr• y .�.. �' ..:.5 rwC...` '.'j.�.'�"."p'�'Xn--r 3_Aaar ^� Change Order # 01 SOLD TO: Nicolas Gertie DATE: 6/21/2018 549 NE 106 ST, Miami Shores 33138 JOB NAME: JOB#: CONTACT: 305-609-8461 nicolasgertie@hotmail.com ACG FORM a;: DESCRIPTION OF WORK TO BE DONE OR CHANGES TO BE MADE TITLE: Permit LABOR DESCRIPTION Applying for Permit HRS RATE EXTENDED PRICE 775.00 0.00 0.00 0.00 0.00 0.00 TOTAL 775.00 { s:.t", e•.r,..�r��'�`rfy`. .::f1� i �.i �Le`�},�'*v-ty-�: `TSr�' tr n.- � �sry�ce'n,� t .M:�:-•�� •�� +� r.•�-.-�s...�}�;R�' C h R1'-•7'•{..:t;•.CL hw.L✓.i. x...c .rs^3.S_ .i7u-s.r:..,..+k..«, .rL. �i�!ti S ..fc..... it..s,.e,r 7.{ofiCr%:+��irt.a�TS.V-'�Ltrf.S:+w�i3 MATERIAL DESCRIPTION QTY PRICE EXTENDED PRICE 0.00 0.00 0.00 TOTAL Breakdown:. 0.00 Material Cost: 0.00 Labor Cost: 775.00 6% Sales Tax -Material & Freight 0.00 Engineering / Drafting 0.00 Shi in /Feei ht 0.00 Subtotal: 0.00 10% Mark Up -Material & Labor: 0.00 Subtotal: 0.00 Bond @ 2.5%: 0.00 TOTAL FOR CHANGE ORDER: 775.00 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT C. _��COPY OF LIABILITY INSURANCE* D. _� COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: /I — C�hyl J100n 4 M ((-i BUSINESS ADDRESS: �a� R�SS tfv` CITY Ik�&Ck STATE r—L-- ZIP 33Mq 5 BUSINESS PHONE: ( t ) v? %jF FAX NUMBER (I(Pi ) Ra J CELL PHONE (-*J—) R00 3 Sa ,- QUALIFIER'S NAME: G/d /1r,-4V ✓L� 1211�� QUALIFIER'S LIC NUMBER: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD '0+�` 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ABERNATHY, TODD PETER A CHRISTIAN GLASS & MIRROR COMPANY 2207 NW 26TH AVENUE BOYNTON BEACH FL 33436 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please lag onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND ram. PROFESSIONAL REGULATION SCC131151235 ISSUED, 10/31/2017 CERTIFIED SPECIALTY CONTRACTOR ABERNATHY, TODD PETER A CHRISTIAN GLASS & MIRROR COMPANY GLASS AND GLAZING CONTRACTOR IS CERTIFIED under the provisions of Ch 489 FS. Expratien data AUG 31, 2018 L1710310006062 DETACH HERE JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GLASS AND GLAZING (:UN I KAU I UK Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 ABERNATHY, TODD PETER _ A CHRISTIAN GLASS & MIRROR COMPANY 2207 NW 26TH AVENUE BOYNTON BEACH FL 33436 ISSUED: 10131I2017 DISPLAY AS REQUIRED BY EAW SEQ # L1710310006062 ANNE M. GANNON CONSTITUTIONAL TAX COLLECTOR Servhn Palm Reach Chun y Serving you. P.O. Box 3353, West Palm Beach, FL 33402-3353 "LOCATED AT" www.pbctax,com Tel: (561) 355-2264 925 South CONGRESS AVE DELRAY BEACH, FL 33445 TYPE OF BUSINESS OWNER CERTIFICATION # RECEIPT #/DATE PAID AMT PAID Bit.t. # 23-0157 CERTIFIED SPECIALTY CONTR ABERNATHY TODD PETER SCC1311151235 U18.95590. 11/18/17 $27,50 1 B40194859 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2017/2018 LOCAL BUSINESS TAX RECEIPT A CHRISTIAN AND MIRROR COMPANY LBTR Number: 2018105187 A CHRISTIAN GLASS AND MIRRIOR COMPANY EXPIRES: SEPTEMBER 30, 2018 925 S CONGRESS AVE DELRAY BEACH, FL 33445 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. A-CI-IGI A_n1 MCKAYJ ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY)7/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of suchpoendorsement(s). PRODUCER License # OE67768 Insurance Office of America, Inc. Abacoa Town Center 1200 University Blvd, Suite 200 Jupiter, FL 33458 NAMEACT PHONE (A/C, No, Ext): (661) 776-0660 (A/c, No):(561) 776-0670 ADD INSURERS AFFORDING COVERAGE NAIC # INSURER A: American Empire Surplus Lines Insurance Company 35351 INSURED A Christian Glass & Mirror Company 925 S. Congress Avenue Delray Beach, FL 33445 INSURER B : Travelers Casualty Insurance Company of America 19046 INSURER C : Commerce and Industry Insurance Company 19410 INSURER D : Builders Mutual Insurance Company 10844 INSURER E : Federal Insurance Company 20281 INSURER F : rnvcoAf_'cc rPGTIPIrATP NI InnRPR• RFVISInN NI1MRFR- v THIS IS TOCERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICYEXEXPY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE �X OCCUR Contractual Liab 17EP0217005 11/13/2017 11/13/2018 EACH OCCURRENCE $ 1,000,000 TO DAMAGE(RENTED PREMISESa occurren 100,000 $ X MED EXP (Any oneperson) $ 10,000 X Ded: $10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑X PEST LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2'000,000 POLICY GENERAL $ 5,000,000 B AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS X HIRED X NON J\NgED AUTOS ONLY AUTOS ONLY BASH965776 11/13/2017 11/13/2018 EOa aBINEeDtSINGLE LIMIT $ 1,000,000 BODILY INJURY Per person)$ BODILY INJURY Per accident $ Pe0PE.R tDAMAGE $ C X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE BE023407950 11/13/2017 11/13/2018 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED I X I RETENTION $ 0 $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE QFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WCP105025201 03/18/2018 03/18/2019 X PER OTH- TAT TE ER E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYEE 1,000,000 $ E.L. DISEASE - POLICY LIMIT 1,000,000 $ E Equipment Floater 45468167 EUC 11/13/2017 11/13/2018 $1,000 Deductible 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) --� , n U (c +ns-,e 4- v �- ncor,o Arc uni nco r-ANCFI I ATInNI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Bldg. Dept AUTHORIZED REPRESENTATIVE j�� 10050 NE 2nd Ave Mlamo Shores. FL 33138 ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. 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 requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Q -rode Q►-t_#'e Qualifie er Signature Date Print Name ,II, S!p n Gn pint; c' IFn • :,Ix Drt:KX, taut:; TAI dFE1, rt: neD.,n.•... •v: r.,umnve.•c, n on....m. CCCl.WF, t0 tti fKrYrrt✓fl tp rt'mnm�«vl M.nrynrW:a t n•n'••c'\ I C' 1'�DI n C--j . kU . Yl^ wln7 DSr.I P,cn rIl c,o H!Cocl •IgTrrr..I n,:rtf Ns:. I:LLdty, c�a m a c.a y a.Xr cm::,IKxn �, pr• m ea I.aH Uf a fCrm'i,l bCrwy . A,..,.,o,,� :,11uxsn n.,•.�r„�: UEMTS, MID ELEVATED STAR: BE 2500 "1. FAtIR:C SMALL CONFORM TO I 13. AGTH C 1. M0 AStFI C 74 Uf, H. S.", ONFLT Wl li Ew:FORM TO ASTH A36 T %RD(NED V,ASMEFS MID 1 IH),.1.0 TOUNG'S MODULUS E - s:J ;OACOlO DCtiIWAD;UG ,0lie r,b::rnC:GS r/r.MTF/ y Ciim -:0. x cf.1 U Dy= AS HtRLMIO NtmrltlYSt Cr 113f :�ji:nC' ::rvl tHin;naFs Or fJi—IC 4'lAr'<n ra71S. /6Cn to frnl-1 M. PNS 9 Lpe b'xk'sK1—TT tD dnrynCO Pro F, Die L'fmmg L aj-) :LY .UR•6dd 1. Wil1 .6 rC 1M I,dd IO 116t1H2 enCN OI TO CD'M Drt7 fpY.M Ot V I WR)n C J Ond V. %,pl di.;,--J 1. C[NTRACtOR SIIALL BE ALSPOnStULE FOR PROT[CTIOACLNT STRUCTURES. STREET,. ANO SIOLWAUCS DIFUI.G OKCAVATION AND CONSTRUC I04 CONTPACT MR[" Au, DIHIMS MS IN THE FIELD. SHOULD A;ISCWFUEY BE FOUND STOP WORK IMM[O:ATILT Al a FACM:FECT. WO" CMnOT MMUD LWTIL MHMR GIVES MISMEAS WRrTTEII A—CXII FICN T�, .0 2. COITRACrOR SMALL SUBFIIT 1 BLUEIIRE AMD 1 REPFD000IBIE SET OF SHOP DRAWINGS TO ME ARCNITICT FOR "VFOVAL ARICR TO DIE FABRIGm0r1 M ERECTIDM CF ALL RLIIDDRCM. AMD STRUMM STEEL COHFOFIENZ 3. CONTRACTOR SMALL TO LOCATE ALL EXIS 11RG UTILm[S /RIGR TO EAGVATICN. MID REROUTE nil UDIJW. FIIGIE. LGL6tE LINES TO ACCOHNODAIE ME,, COMTRUCDCA. A. COR LME SNML MRK ME SMUCTUML PIAhS PI COMICNCTION WIDH THE ARC MCTURM, HEC,MWAL, ELERRICIt. AND RUMBING OMWINGS, 6 EIL'TFUG ST11UC111R[: COIFFRACIDR SMALL REVIENnd ORIwINL CC N RUR10M OPAWPIGS Of DIE EXISTING B==1MG FAIOR TO EIDOING MID DURING COM"LEnnij TO VER:F THE "ISTING HEH6ER5 MFTCTED W M[ wffm' TKUCTIDn 7 nE USE DF SCALE 10 aBTAIN DINEASIDnS NOT SHOAM, &A THESE PLAN: 15 STRICTLY FMIUCCEII ME IMSINFIR WIL NOT BE RESPONSIBLE FOR EAR ILS RES•ILTIMS FROH SVCM ACTION. B.INCASE w DISCREIAF:CIES BEMEENnit MCHITECTUMI MIT STNUC`F—LPWY., nit Akc—r mRAlli SMLL CAVE WI UNLL55 STRENGiN IS AA[CnO. D. ALL SPECIFIED HATERIALSAMD CONNECTORS CAN BE SLDSTRUTED WRN EOVAL OR BETTER, Vnnl ME AT'ROVAI. a ENGUUFR Of RECORD. I0. CDNTRACTOR SHALL VERUV TMAT STRUCTURE IS CONGTRUEIED Am1111 DIE CONFINES CF BUILDING PAD APPLICABLE CODES 1. FIOMDA BUIIDIIIG CCOE _017. 2 RDRIDA BUIMIIIC CCAE 2017 EXISTING 60mw1. 3. AC3. 313.14 FOR REINFORCED CONCRETE. R A.S.T.H, STANDARDS MID SPCOnGnOIIS..OIEAIG SOCILIY rUR TESTING 0.D HATCAUVS. S MAIL —AL PEST CDNTAM ASSOCLLDOn STANDANDS. 6 ROMDA AC[E551BILfTY CODE2017, DRAWING LIST At CEncl Sliem. Data, 1-milNMI IuKJ Domililm Pam A2 FIDDT RIF, mul lAelurll:al P4m tit Elm. lts,l Plan, Pluntmmj Plan aw Fi,,e r, JUL 2 7 2018 7, 1 t....,lei�... This is an INTERIOR rerr"Ceing (LEVEL 2 ALTERATION to an existing one story house. Master Swhrocm and Ki- -- -) be relocated as per plans. Electrical service W1 be upgraded. Plumbng and EleCrica! (dnpted to nevi layout and tied to e7isfing service. Existing wit be capped as tequued Tical will be updated , replacing existing unit and ductvAxk as requaed, at same location. No additional square loctage will be added. No exterior wndo.vs or doors Wig be modified urder tNs permit SIIC DArA ID N IxA^. N17A F.M(r %t1 I:, AC IUis C' � HI ,7:c D: C:r.:.:.:cc, vertu rx zr; c! Il..0 .ylcW::al:r,•�(Lr.:u) tJn n•.A.1 fa.ttr3 Pat, It), tit :Ori:., cu-,EF^D:f::.\i IMIst niIo"Cnry eA'A NO A[x TIXi %L M.LIATI: FCGTAL.E 70 EC AM TO lt•F ExVV!KC, I<XGE: FO01 FYI :I P.TfN hv'tr;I Nrtrrr 11:F:31.016. O, 30 I my 0.:••O rr,m AMD un+,slonEs-LC , 11:1 "1%W:i•1 of EiLK IC] Zn ertle HDu �catlon nop.JPG SITE LOCATION MAP N.T.S CALL hAme you dig. 811 m 1-800-432-..". • w YL:II WVN`(: ll$IIIUII li,l(-. TNTI 9 •••• Demolition Plan Scalel /41I PERMIT #: M jrni SFicres Vi la^e APPROVED BY DATE ZONING DEPT BLDG DEPTM F SUBJECT l O CCbIPUf NCE WITH ALL FEDERAL. r STATE ANL) l;l✓IjN,Y HL3L-:S AND RFGt:LA'rio�s FARTD ABUGA7Tw1A9,1'; 4, .'�-- STRUCTURAL ENG E9-R • • 7318 TEXAS TRAIL • • • • • • BOCA RATON, FLORIDA 33487 �IC PHONE: (954) 657 - 7803 I=AX: (561) 565 - 5438 PE. LICENSE # 72471, GAii CL• •• • •• :29A4'i • • • CLT It;-114*:r_tncclr:r1R WVM.PROJECTCLASSIC,;CCA • • • • FARID,@PROJECTCLASSI£,&f2 •' "Im 1 - ROUND AREAS DOWN TO THE SMALLER NUMBER 2 -:r ROOF HEIGHT TO THE NEXT HIGHEST NUMBER 0 3 -�4F ZOI, Z5 = SHALL ZONE OF WIDTH AS PER LOWER TABLE IN THIS SHEET. 4L PANEL SRE BE MEASURED WITHIN STRUCTURAL MULLIONS 5 - ALL VALUES ARE IN ALLOWABLE STRESS DESIGN, DAME BY 0.6 FOR LRFD 6 - TVIE PRESSURES SHOWN ARE MINIMUM REQU RED, PRODUCT GLAZING AND MULLIONS MUST RESIST EQUAL OR HIGHER PRESSURE 7 - Da Nt� LS�c TABLE FOR ARE MEAN ROOF HEIGHTS THAN TABULATED. 8 - FOR DADE AND MONROE COUNTIES USE 175 MPH TABLES. FOR BROWARD AND PALM BEACH USE 170 MPH 9 - IF THE BLR,DING IS WITHIN 1200 FT OF A LARGE BODY OF WATER SUCH AS A CANAL OR THE OCEAN, EXPOSURE DIS REOLJD-RED, OTHERWISE USE EXPOSURE C 8 - T ALCIM.A m THE WIDTH OF THE ZONE 5 FTROM THE LOWER TABLE, ENTER THE SMALLER SIDE OF THE BLIILONG AS IF THE �UllboG Wft iINCLOSED BY THE SMALLESTRECTANGLE THAT.IS ALL ENCOMPASSING OF THE BUILDING FOOTPRINT. 9 - OTIiER VW4ES HERE CONSIDERED: KZT = 1, KD = 0.85, GCPI=+-0.18 10 - THIS SHWT ITT VALID WITHOUT A RAISED ENGINEERING SEAL AND BLUE INK SIGNATURE. 11-"91SHEEOIS VALID FOR 1 BULDING THAT IS NOT A HIGH RISK STRUCTURE: WHERE ITS FAILURE WOULD DISRUPT CIVILIAN LIFE, WIND PRESSURES FOR COMPOWNTS AND CLADDING; ASCE 7-10; 170MPH; EXPOSURE C; ENCLOSED BLDG Quick Panel Area H<_ 15 H= 18 H= 20 H= 22 H= 24 • H= 26. 'H:28• H 0 0 • �= 32 • H= 34 H= 36 H= 38 H= 40 H= 42 H= 44 H= 4£ H= 48 H= 50 - H= 55 H= 60 Search • • • 12"020" 10 . 37.80 Z4: 39.27 Z4: 40,16 Z4: 40.97 Z4: 41.73 Z4: 42.44 Z4: 43.1 ff ZO 43013 4 No4446 Z4: 44.90 Z4: 45.44 Z4: 45.96 Z4: 46.46 Z4: 46.94 ' Z4: 47.41 Z4: 47.85 Z4: 48.28 74: 48.70 Z4: 49.69 Z4: 50.60 - 24"x60" 41. -42.60 -43456 -44644 -45.26 -46.03 -46.76 -47.44 -48.09 48.71 49.30 -49.86 -50.40 -50.92 -51.42 -51:91 -52,37 -52.83 -53.90 -54.89 36"x40" Z5: Z5: 39.27 Z5: 40.16 Z5: 40.97 Z5: 41.73 Z5: 42.44 Z5: 43.10 Z5: 43.73 Z5: 44.33 Z5: 44.90 Z5: 45.44 Z5: 45.96 Z5:46.46 Z5: 46.94 Z5: 47.41 Z5:47.85 :48.28 75:48.70 Z5: 49.69 Z5: 50.60 -52.59 -5337 -54.86 -55.87 -56,82 -57.71 -50.56 -59.36 -60.12 -60.85 -61.55 -62.21 -62.86 -63.48 -SC07 .64.65 -65.21 -66.53 -67.76 24"xW' Z4: 36.80 4: 38.24 - Z4: 39.10 Z4: 39.89 Z4: 40.63 Z4: 41.32 Z4: 41.97 Z4: 42.58 Z4: 43.16 Z4. 43.72 Z4: 44.25 Z4: 44.75 Z4: 45.24 Z4: 45.71 Z4: 46.16 Z4: 46.59 Z4: 47.01 Z4: 47.42 Z4: 48.38 Z4: 49.27 36"x60" I -40.00 4L57 42.50 43.36 -44.16, -44.91 45.62 -46.29 -46.92 -47.52 -48.10 -48.65 49.18 -49.68 -50.17 -50.65 -51.10 -51.54 -52.59 -53.56 48"x45" Z5: .80 Z5: 38.24 Z5: 39.10 Z5: 39.89 Z5: 40.63 Z5: 41.32 Z5: 4197 Z5: 42.58 Z5: 43.16 Z5: 43.72 Z5: 4425 Z5: 44.75 Z5: 45.24 5: 45.71 Z5: 46.16 Z5: 46.59 Z5: 47.01 5: 47.42 Z5: 48.38 Z5: 49.27 -50.52 -51 65 -52,70 -53.67 -54.58 -55.44 -56.25 -57-02 -57.76 -58.45 -59.12 -59.77 -60,38 -60.98 -61.55 -62.10 b2.64 -63.91 -65.09 24"x120" 2 4: 36.0 Z4: 37.50 Z4: 38,35 Z4: 39.12 Z4: 39.85 Z4: 40.52 Z4: 41.16 Z4: 41.76 Z4: 42.33 Z4: 42.88 Z4: 43.40 Z4: 43.89 Z4. 44.37 Z4: 44.83 Z4: 45.27 Z4: 45.70 Z4: 46.11 Z4: 46.50 Z4: 47.45 Z4: 48.32 36"x80" -39 40.83 -41.75 -42.60 -43.38 -44.12 -44Bi 45.47 46.09 46.68 47.25 -47,79 -48.31 48.81 -49.29 -49.75 -50.20 -50.63 -51.66 -52.61 46"x60" 36.09 Z5: 37.50 Z5: 38.35 Z5: 39.12 Z5: 39.85 5: 40.52 Z5: 41.16 Z5: 41.76 Z5: 42.33 Z5: 42.88 Z5: 43.40 Z5: 43.89 Z5: 44.37 Z5: 44.83 Z5: 45.27 Z5: 45.70 Z5: 46.11 5: 46.50 Z5: 47.45 Z5: 48.32 47.20 -49.05 -50.15 -51.17 -52.11 -53,00 -53.83 -54.62 -55.36' -56,08 -56.75 -57.40 -58.03 -58B3 -59.20 -59,76 -60.30 -60.82 -62.05 -63.20 36"x100" '2 4: 35.54 Z4: 36.94 Z4' 37.76 Z4: 38.53 Z4: 39.24 Z4: 39.91 Z4: 40.54 Z4: 41.13 Z4: 41.69 Z4: 4223 Z4: 42.74 Z4: 43.23 Z4: 43.70 Z4: 44.15 Z4: 44.58 Z4: 45.00 Z4: 45.41 Z4: 45.80 Z4: 46.73 Z4: 47.59 48"x75" -38.75 40.26 4IA7 -42.00 42.78 -43.50 -44.19 -44.B4 45.45 46.03 -46.59 47.12 47.63 48.13 -48.60 -49,06 -49.50 -49.93 -50.94 -51.88 60'x6g' Z5: 35.54 Z5: 36.94 Z5: 37.76 25: 38.53 . Z5: 39,24 Z5: 39.91 5: 40.54 5: 41,13 Z5: 41.69 Z5: 42.23 Z5: 42.74 Z5: 43.23 Z5: 43.70 Z5: 44-15 Z5: 44.58 Z5: 45.00 Z5: 45,41 Z5: 45.80 Z5: 46.73 Z5: 47.59 -46.11 -47.91 -48.98 -49.98 -50,90 -51.77 -52.58 -53,35 -54.0B -54,77 -55.44 -56.07 -56.68 -57.27 -57.83 -58.37 -58.90 -59.41 -60.61 -61.73 36"x120" 30 Z4: 315.10 s Z4: 36.47 Z4: 3729 Z4: 38.04 Z4: 38.75 4: 39.41 Z4: 40.02 Z4: 40.61 Z4: 41.17 Z4: 41.69 Z4: 42.20 Z4: 42.68 Z4: 43.45 Z4: 43,59 Z4: 44.02 Z4: 44.43 4: 44.83 Z4: 45.22 Z4: 46.14 Z4: 46.99 48"x90" -3830 -39.80 -40.69 41.52 42.28 43.00 -43.68 44.32 -44.92 -45,50 46.05 46.58 47.08 -47.57 48.04 -48.49 -4893 49.35 -50.35 -51.28 60"x72" Z5: 35.10 Z5: 36.47 Z5: 3Z29 Z5: 38.04 Z5: 38.75 5: 39.41 Z5: 40.02 Z5: 40.61 Z5: 41.17 Z5: 41.69 Z5: 4220 Z5: 42,68 Z5: 43.15 Z5: 43.59 Z5: 44.02 Z5: 44.43 Z5: 44.83 Z5: 45.22 Z5: 46.14 Z5: 46.99 45.21 46.98 48D3 49.01 49.91 -50.76 -51.56 -52.31 -53.03 -53.71 -54.36 -54.98 -55.58 -56.15 -56.71 -57.24 -57.75 -58.25 -59.43 -60.53 Wx140" 3 Z4: 34.72 Z4: 36.0E Z4: 36.89 Z4: 37.63 Z4: 38.33 Z4: 38.98 Z4: 39.59 Z4: 40.17 Z4: 40.72 4: 41.24 Z4: 41.74 Z4. 42.22 Z4: 4268 Z4. 43.12 Z4: 43.55 Z4: 43.96 Z4: 44.35 Z4: 4473 Z4: 45,64 Z4: 46.48 48"x105" -37.92 -39.40 -40.29 41.11 41.86 42.58 43.25 43.86 -44.48 45.05 -45,60 46,12 -46.62 47.10 47.56 48,01 48.44 48.86 49,85 -50.77 60"xB4" Z5:. 34.72 Z5: 36.08 Z5 36.89 Z5: 37.63 Z5: 38.33 Z5: 38.98 Z5: 39.59r37 7 5: 40.72 Z5: 41.24 Z5: 41.74 Z5: 42.22 Z5: 4268 5: 43.12 Z5: 43.55 Z5: 43.96 Z5: 44.35 Z5: 44.73 Z5: 45.64 Z5: 46.48 4445 -46.19 47.23 48.18 49.08 49.91 -50.69.44 -52.14 -52.81 -5345 -54.06 -54.65 -55,21 -55.76 -56.28 -56.79 -57,28 -58.44 -59,52 36"x160" Z4: 34.39 Z4: 35.74 Z4: 36.54 Z4: 37.28 Z4: 37.97 Z4: 38:61 Z4: 39.229 Zd: 40.34 Z4: 40.86 Z4: 41.35 Z4: 41.82 Z4: 42.28 Z4: 42.71 Z4: 4333 Z4: 43.54 Z4: 43.93 Z4: 44.31 4: 4521 Z4: 46.04 46"x120" -37.59 -39.06 -39.94 40.75 41.50 42.21 42.87.50 -44.09 44.66 45.20 45.72 -46.21 -46.69 47.15 47.59 -48.02 AB 44 49.42 -50.33 60"46" Z5: 34.39 Z5: 35.74 Z5: 36.54 Z5: 37.28 Z5:37.97 Z5: 38.61 Z5: 39.229 Z5: 40.34 : 40.86 Z5:41.35 Z5: 41.82 Z5: 42.28 Z5:42.71 Z5: 43.13 Z5: 43.54 Z5: 43.93 Z5: 44.31 Z5: 45.21 Z5: 46.04 43.60 45.51 -46.53 47.47 48.35 49.17 -49,95.68 -51.37 -52.03 -52.66 -53.26 -53.64 -5440 -54.93 -55.45 -55.95 -56.43 -57.57 -58.64 36"x180" 4 Z4: 34.10 Z4: 35A3 Z4: 36.23 Z4: 36.96 Z4: 37.65 Z4: 38.29 Z4: 38.896 Z4: 40.00 Z4: 40.51 Z4: 41.00 Z4: 41.47 Z4: 41.92 Z4: 42.35 Z4: 42.77 Z4: 43.17 : Z4: 43.56 Z4: 43.94 Z4: 44.83 Z4: 45.66 48"x135" -3730L35.17 -39.63 40.44 41.18 41.88 -42.54,16 -43,75 -44.32 -44.85 45.37 45.86 46.33 -46.79 47.23' 47.65 -48.06 -49.04 49.95 60"x108" 5: 3410 Z5: 36.23 Z5: 36.96 Z5: 37.65 Z5: 3829 Z5: 38.8948 Z5: 40,00 Z5: 40.51 Z5: 41.00 Z5: 41.47 Z5: 41.92 Z5: 42.35 Z5: 42.77 Z5: 43.17 Z5: 43.56 Z5: 43.94 Z5: 44.83 Z5: 45.66 , -43.72 4592 -46,85 47.71 48.52 49.29.01 -50.69 -51.34 -51,96 -52,56 -53,13 -53.68 -54.21 -54.72 -55.21 -55.69 -5&81 -57.86 0"50 Z4: 3384 Z4: 35.95 Z4: 36.68 Z4: 37.36 Z4. 38.00 4: 38.59 Z4: 39.16 Z4: 39.69 4: 4020 ZC 40.69 Z4: 41.16 Z4: 41.60 Z4: 42.03 Z4: 42.45 Z4: 42.85 Z4: 43.23 Z4: 43,60 Z4: 44.49 Z4: 45.31 L72.1 -37.04 -39,36 -40,16 40.90 41,59 -42.25 42.86 43.45 -44.01 -44.54 45.05 45.54 -46.01 46.46 46.90 47.32 47.73 48.70 49.600" Z5: 33.84 Z5: 35.95 Z5: 36.68 Z5: 37.36 Z5: 38.00 Z5: 38.59 Z5: 39.16 Z5: 39.69 Z5:40.20 Z5: 40.69 Z5: 41A6 Z5: 41.60 Z5:42.03 Z5: 42.45 Z5: 42.85 Z5: 43:23 Z5: 43.60 Z5: 44.49 Z5: 45.310" 42.70 45.37 46.29 47.14 47.94 48.70 49.41 -50.08 -50-73 -51.34 -51.93 -52.49 -53.04 -53.56 -54.06 -54.55 -55.02 -56.13 -57.17 7r.ne r" 1AGAfh I=rnm I -nam MEAN ROOF HEIGHT THE AVERAGE HEIGHT 13ETWEEN TAIJEST ROOF PEAK AND CORRESPONDING EAVE HEIGHT ABOVE LOWEST TERRAIN LEVEL (FT) 15 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 65 60 30 F 35 40 45 3 3 3 3 3 1 3 3 3 1 3 1 3 3 3 3 1 3 3 3 1 3,1 3 3 3 4 3.5 4 3.5 4 1 3.5 4 3.5 1 4 1 3.5 4 35 4 1 3.5 4 3.5 1 4 1 3.5 4 3.5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 4.5 5 4.5 5 •4.5 5 4.5 1 51 4.5 5 4.5 5 1 4.5 5 4.5 1 5 1 4.5 5 45 w 50 m 55 � SB Z 65 7 5 5. 5 5 5 5 5 5 1 5 1 5 5 5 5 1 5 5 5 1 5 1 5 5 5 6 55 6 5.5 6 5.5 6 5.5 61 5.5 6 5.5 6 5.5 6 5.5 1 61 5.5 6 5-5 6 B S 6 6 6 6 6 6 6 6 6 6 6 6 fi 6 6 6 6 6 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7. 7 7 7 7 7 T5 6 7.2 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 m ir 80 w 85 a 90 6 72 8 8 8 8 8 8- 8 8 8 8 8 8 8 8 8 8 8 B 6 7.2 8 85 9 8.5 9 8.5 9 65 9 8.5 9 8.5 9 6.5 9 8.5 9 8.5 6 7.2 8 8.8 9 9 9 9 9 9 9 9 9 9 9 9 99 9 9 i00 6 72 8 8.8 10 9.5 10 9.5 10 9.5 10 9.5 10 9.5 10 9.5 10 1 10 9.5 6 7.2 8 S.6 10 10 11) 10 10 10 10 10 10 10 i0 10 i0 10 40 10 12 - TABLE TO BE USED ONLY WHEN BLDG. DEPT. AUTHORIZES THE PERMIT APPLICANT TO RATE PRESSURES BY CORRELATING PANEL SIZES AND OTHER PARAMETERS HERE SHOWN BY USE OF THIS TABLE WITHOUT THE SITE SPECIFIC CUSTOM CALCULATION FROM A PROFESSIONAL ENG NEER. THE TABLE SOLELY CONVEYS REQUIRED WIND PRESSURES AND NO ADDITIONAL STATEMENT IS MADE REGARDING ANY OTHER PROJECT CHARACTERISTIC OR STRUCTURE CHARACTERISTIC. 13 - USE ONLY WINDOWS AND DOORS THAT CARRY A MAIA DADE NOA OR FLORIDA STATE PRODUCT APPROVAL. 14 - DO NOT USE THESE CHARTS WHERE THE PROJECT IS INPROXMTY WITH TERRAIN THAT IS IRREGULAR IN HEIGHT (HILLS) CHEC�6 KED JUL 0 2 2018 FARID J48ilGAi7A5, PE972471 Product Approval Review Form Contractor: A -Christian Glass, INC. NICOLAS GERTIE 549 NE 106 STMiami Shores, FL 33138-2045 # Room Name Quanity Vendor/Type Size NOA Number NOA Design Pressure Opening Required Pressure Egress Requirement Shutter Requirement Width Height Yes No Yes No 1 EXISTING BEDROOM 3 PGT/PW 36 50 5/8 17-0614.11 '+80-80 +36.80-40 NO No 2 EXISTING BEDROOM 3 PGT/CA 36 5/8 50 5/8 17-0614.14 +70-89.20 '+36.80-40 NO No 3 EXISTING BEDROOM 3 PGT/PW 36 50 5/8 17-0614.11 '+80-80 '+36.80-40 NO No 4 EXISTING BATH 1 PGT/CA 36 5/8 50 5/8 17-0614.14 '+70-89.20 '+36.80-40 NO No 5 EXISTING BEDROOM 2 PGT/PW 36 50 5/8 17-0614.11 '+80-80 '+36.80-40 NO No 6 EXISTING BEDROOM 2 PGT/CA 36 5/8 50 5/8 17-0614.14 '+70-89.20 '+36.80-40 NO No 7 EXISITING DINING PGT/DOOR 713/4 79 3/4 17-0504.01 +75-75 +36.09-39.30 Yes No 8 EXISTING KITCHEN PGT/DOOR 713/4 79 3/4 17-0504.01 '+75-75 '+36.09-39.30 Yes No 9 EXISTING MASTER BEDROOM PGT/DOOR 31 79 3/4 17-0504.01 +75-75 '+36.09-39.30 Yes No 10 EXISTING MASTER BEDROOM PGT/DOOR 713/4 79 3/4 17-0504.01 '+75-75 '+36.09-39.30 YES No 11 EXISTING MASTER BEDROOM PGT/PW 36 491/2 17-0614.11 +80-80 '+36.80-40 NO No 12 EXISTING LAUNDRY PGT/PW 365/8 381/2 17-0614.11 '+80-80 +37.80-41.00 NO No 13 EXISTING GARAGE PGT/DOOR 32 79 3/4 17-0504.01 +75-75 '+36.09-39.30 YES No 14 EXISTING GARAGE PGT/PW 44 3/8 33 3/4 17-0614.11 '+80-80 +37.80-41.00 NO No 15 EXISITNG FAMILY PGT/PW 57 40 17-0614.11 '+80-80 +36.09-39.30 NO No 16 EXISITNG LIVING ROOM PGT/PW 36 5/8 63 17-0614.11 '+80-80 '+36.80-40 NO No 17 EXISITNG LIVING ROOM PGT/PW 36 5/8 63 17-0614.11 '+80-80 '+36.80-40 NO No 18 EXISITNG LIVING ROOM BHI/DOOR 3-0" 6' 8" 1 FL 15210.1 +75-75 '+36.09-39.30 Yes No •• ••• •• • • • ••• • ••• ••• • • • • • • •• •• • • • • • • •• ••• • •• • • • • • • • ••• ••• • • • • • • • • • •*00 • • • • • • • • • ••• •• • •• • • • ••••• • • ••• • Ordering Department From: Nicolas Gertie <nicolasgertie@hotmail.com> Sent: Tuesday, June 19, 2018 5:53 PM To: Ordering Department Subject: 549 NE 106 ST Miami Shores Permit Attachments: 549 NE 106 ST Windows Layout .pdf, Gertie House_04 - Permit Set.pdf Good afternoon Renee, Attached are the drawings, the first attachment has the window # and below is the line reference from the quote for each window. Please let me know if you need anything else and how you want me to pay. Thank you!! As per quote: Line#1-Window #2 C.r\- Line#2 -Window #6 and #4 C \ Line#3 -Window #1,#3 and #5 7141 Line#4 -Window #11 �l Line#5 -Window #12 "_�) W Line#6 -Window #14 ?W Line#7 -Window#15 -_Pln3 Line#8 _Window#16 and#17 �� Line#9 -#7,#8 and #10 Door X X Line#10 44iadew#9 X Line#11-W.iad4w#13 r>borr x From: Ordering Department <ordering@a-christianglass.com> Sent: Monday, June 18, 20181:08 PM To: Nicolas Gertie Subject: RE: CHANGE Great Nico From: Nicolas Gertie <nicolasgertie@hotmail.com> Sent: Monday, June 18, 2018 9:00 AM To: Ordering Department <ordering@a-christianglass.com> Subject: Re: CHANGE Good morning Renee, Perfect! Ok, no problem, I'll send you the drawings. Thank you Renee! "1 0 u COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) N RATIOIVITICE OF A CE(NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Stree> Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mian-iidade.gov/economy phis NOA is bein_-g-issxeirunder 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 .0mtt%I Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) r*erye:he right t0 have fts • ; • product or material tested for quality assurance purposes. If this product or material fails *to* perform'irthc:accepted'. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke modify,' or 0 0 suspend the use of such product or material within their jurisdiction. RER reserves the rig4 9.revoke j} isijcceptamta; • - if it is determined by Miami -Dade County Product Control_S-ection that this product dr. aWtrial fai19.t1p6meet JbU • requirements of the a li 600009 ... . • • •. • This pro approved as described herein, and has been designed to comp y rlLcla•l�uilding Code, • •.... ��. ing the High Velocity Hurricane Zone. ... DESCRIPTION: Series "FD-101"Aluminum Outswing French Doors w/wo Sidelites-.M.I• • • APPROVAL DOCUMENT: Drawing No. 110054 Rev G, titled "Alum. Door &c•Sidesites, • �ct�, sheets i thro 15, dated �14/1412�0�2and Last revised on 09/17/17, prepared by PGT Industr' gned.ar sealed by Anthony Lynn Mil er, tslon stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERN13NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #16-0629.17 and consists of this page 1 and evidence pages &-1 & E-2, as wel approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-0504.OP Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Nl_ Page Y PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS • • • • . . .... ...... 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 20Z-.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 SlidingYilass Doors•(.w/ TPN, • Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing LabQIat9FY, Inc: •-tes* Repo?4 0 * - 000 No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and o6?2Qn6, all sigu4d & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) • • • • • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAN 202; W. ; . • • • • • 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. 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, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (511 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. .... 2. Lab compliance as part of the above referenced test report. • • • • G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER • • .. 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gmcoin, P.E.... 2. A. New Evidence submitted DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact",Sheets 1 thrgag�V of 1;1*• • • dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealefty Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5h' edition), FBC 2017(6' edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22, lshaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) CONFIGURATION •S X, p XX O, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS. 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (L.BSIFT-) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. {,�� 3!8' NOM. I GLASS STACK DESIGN PRESSURE RATING - IMPACT RATING SEE TABLES 1 - 4 RATED FOR LARGE & SMALL ON SHEET 2 MISSILE IMPACT RESISTANCE TABLE A• Min, Anchor Anchor Type Frame Substrate Min. Edge Embedment Group Member Dh fanco or Mallet 1 hicknew 14 ko Cm* AN rate (min.2.85k11) 1J/4' 1 1 =166 ksl, F„177 ksfi Jamb HONow Block (ASTM C90) 1Jl4" 1-1!4' 1!4' 410 AN Concrete (min. 3.35 ksq 13N' 1�l4' 2 Jamb Hollow Block (ASTM C90 1-&4' 1-1/4" AN Southom Pine (SG = 0,66) 1' 1-3l6' F -127.4 ksi, F„a169.7 kel AN Southern Pme ) 1- 3 1 612 Stael SMS (Or. 5) AN 6063-T5 Aluminum 1 318' 11W 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES/STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION' c2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E13OM9 -ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL, ADM-2015 c AISI S1 DO-12 .AISC 360-10 GENERAL NOTES.. .......... 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY ........ 7-13 INSTALLATION ................. 14.15 —� iLASS STACK GLASS STACK GLASS 3l16" tIS GLASS 3116' HS GLASS— 3116- HS GLASS... 1/8' HS GLASS .090' PVBt OR PV82 i .09D' PVBt OR PVB2 114" AIR SPACE .OBO' PV81 INTERLAYER INTERLAYER � OR PVB2 3116' TP GLASS 118' AN OR HS GLASS 316' AN OR HS GLASS INTERLAYER 94 93 91' 94 � 74� 72 I2'GLASS 73 12'GLASS 12'GLASS SITE SITE SITE 71 •• • s'- • • • • .. 71 • • • • • 30 .... • • •71 rxreana 3/8" LAM[ NO_M.1D1t 7l184A�i+11.0lQ�I • • • •fir • 13/16" LAMI IG NOM. GLASS TYPE A, (PVB1), GLASS TYPE C, (PVB1), GLASS TYPE E GLASS TYPE B, (PVB2) GLASS TYPE D, (PVB2) • • • • • • • • AN -ED AN TSTREN NED •1 1 = • lFL1L�P•V� BY K%Wt ERICA, INC. TP = TE " SAFLEX/KEEPSAFE MAXIMUM VB BY EASTMAN CHEMICAL CO. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y p��py MwMi' Itr� ABmp6athisDNoier 4.2024._ F) REORGANIZED SHEETS AND UPDATED TO FBC 2017• ADDED .o TABLE A & ALUM. SUBSTRATE. - 'Y JR _ 04110/17 p� Q O }N 4 z 8 0 _j Z OJ J 1: LLf UV O •� V) W co 1t '( r -uN F- W W O Z $ p <n U. oLy J O � F ®� g LU 1aa4S p U Z a W 2 a ox LL Q -I O Q Z O A:71 '�sa0 anu ,\% 0 LYNN ZF * No. 56705* JATE I �r' Z G? A. LYNN MILLER P.E. P.E# 58706 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X RtAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6° - 79 3/4" 1 -to - 83 314" 1 87 314" 1 91 314" 1 8° - 96 N4" 3o 37 ire 6o 71 3/4 +75.011 -75.0 +75.01 .75.0 +75 01 -75.0 75.01 -75.0 76.0 -76.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 8° - 79 3/4' 70 - 83 314' 1 87 3/4' 1 91 3/4' 8PO - 95 3/4" 27 &4' +75.0 •75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A 36 VT +75.0 -75.0 .75.0 .75.0 +71.4 -71.4 +6T6 -67.6 +64.2 -64.2 38 3W +75.01 -75.0 +74.9 -74.9 +70.4 -70.4 86.6 -88.8 +63.1 -M-1 e, F D ORE 38 3W" +75.0 -75. +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMBINED UNI15, Stt SHtt Is lU-14. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2' WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-314" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-314" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4- SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / 43.6 PSF SIDE LITE DESIGN PRESSURE = +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE _ +75 / -75 PSF DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAM WIDTH XX FRAME WIDTH FRAME HEIGHT 60- 79 3/4" 70- 83 34'[+4 87 314" 91314" 8'- 96 3/4" 2° 251/7' 4° 47 3W +68.81 -58.6 +65.4 55A2.4 j -52.4 +49.8 �.8 +47.4 -47.4 27 W" 613/4" +54.91 -64.9 +61.8 .61.89.01 -49.0 +466 I -48.6 +44.3 -44.3 291/2" 55 314" +61.71 -51.7 +48.8 48A61 , 48.1 +43.8 1 -43.8 +41.6 -41.6 26 31 tf2" 5° 69 3/4" +49.0 j -49.0 +46.2 -46.23.6 j -43.6 41.4 j -41.4 +39.3 393 e 33112" a 63 314" +43.1 1 -43.1 +43.1 -43.11.5 i -41.6 +39.3 I -39.3�.34 37.3 .3T3 351/T 8T 3/4" +38.1 ; -38.1 +36.1 38.18.138.1 +37.5 j -37.535. -3? 371/2" 8° 71314" +34.01 -34.0 +34.0 -34.04.0 -34.0 +34.0 1 -340 .0 24.0 DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 6°_793/4' I 7°-833/4' 87 34' 913/4' S°-953/4' 10 3/4" +75.0 -75.0 1 +75.0 -75.0 +75.0 1 -76.0 +75.0 -75.0 +75.0 -75.0 12 314 +76.0 .76.0 +75.0 -75.0 +75.0 I .75.0 +75.0 -75.0 475.0 •75.0 ORE IV +72.4 -72.4 -68.5 -68.5 +65.0 ; 45.0 +61.9 -61.9 +59.0 -59.0 21 3/4' +64,5 -64.6 +61.0 -61.0 +57.8 j 57.8 -55.0 -55.0 +52.4 52.4 27 3W +529 -52.9 +49.9 49.9 +47.2 j 47. +44.7 -44.7 +42.6 -42.6 36IW +35.2 -352 +35.2 -35.2 +35. 352 +352 35.2 +34.4 34.4 383141 -34.0 34.0 +34.0 .34.0 +34.01 34.D +34.0 -34.0 +34.0 1 -34. FOR MAX. SVt-b OF GUMHINtU UNI1 J, btt'Htt I b lU-1 J. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE=+70.4/ -70.4 PSF OVERALL DESIGN PRESSURE = +70.4/ -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B. UNREINFORCED, 71-3/4" WIDE X 95-314" HIGH DOUBLE DOOR WITH (2) 36.314" X 953/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +341-34 PSF • • • • • • • • • • • • • • • • • • EXAMPLE 6, (USING TABLE 1): XX WITH GLASS%PE A • • • • • • • 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8). • • • • • • ._..---.._.....-----------------.._..._-rrr-ems• • • DOOR DESIGN PRESSURE = +76 / -75 PSF • • • NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 21S APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" 'X" DOOR WIDTH IN TABLE 3, USE 33.1/2') •• GLASS TYPES (ALL TABLES THIS SHEET): LAMI (1/8" A PVB, 3/16' HS) • • B " LAMI (1, H ,•p0 PVB, 3/t" A. • • C. A'16" L'•A•'M'..,I, 3M 6" AR .090 PVB, 3i16'dHS0 EAAV • • D. ti.6" NI6'}i%.0db Po, 3/1Ir H:) E. 16/16" LAMMS (3116' TP, 1/46 & tr S AC , 1/8' HS, .090 PVB, 3/16" HS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC f REY°B8'O •semopb1•4 wU• IW ilwir Aagfaet N. 1 �G & 1S E*,A .Onc 22_ Ylii� l�N G) NO CHANGES THIS SHEET. - 'O: JR-04/10M7 s° N Y (9 > M $ 3 ^°N Q p co No a1� 0 () N M v� 0 I a to 0-0 lo � I W Z aD 0-> UUWd 9= co "a W J u J/iC ~>� oZrn $ V1 .5 LL O N Ir aaaVS ®o O D 1n U co Z < iv it Tws LL a Z J w N � U Q p � 3� C401 �. (10 2 7vi LJ EXTERIOR i DLO �3a......................... __ `i 2 40 .� 40 (1�-- 4-16,1_---02 DOOR SECT, ----- VERTICAI .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . OLOl.. MAXJ VHORIZ. X FRAME WIDTH SPACING, SAME AS,,- 9I4' ACING (SEE SJAMB HEETS? 8PAND 9)`6� �` } MAX. SL FRAME WIDTH—+{ SEE NOTE 3, l� i / ` MAX ' • DLO THIS SHEET �22 ' i—\ ISL SECT. E-E (6` HORIZ. (DOOR W/ SIDE LITE) MAX.xX'FRAME MAX. DLO REINFORCEMENT ' NOT REQUIRED FOR STAND-ALONE WC DOORS. REINFORCEMENT INTERIOR NOT REQUIRED FOR ---- STAND-ALONE'X' DOORS. 1 REINFORCEMENT I-- .. MAX. SL FRAME WIDTH � NOT REQUIRED FORSTAND-ALONE 'O' MAX DLO CI OCllT cc HORIZ. (SINGLE SIDE LITE) v EXTERIOR IVu 1 CJ: 1) CLEAR OPENING FOR AND 70C DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 %X' DOOR = DOOR FRAME WIDTH! 2 - 4.079 HEIGHT: • • • • : �•�FR�ItllEtiEIgNT:3.2� • • • 0:2)�IdL'fi! TMACE'YA','� ,IDXO�'%XO,BY 3W WHEN 'OXX' DVXO' • • • • CONVGURAreONS. • • • • 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, • • • • SHEET-2. IjE�I IS IVT RFf1U)RFF WITH COMBWATIONS FROM �1BL-ES 4, SHE�T 2 fJT2*nTH STAND�ILONE'O', X 8 xY CONII RATIONS IjROK TA8L.ES 1 AND 2. • • •• • • • • • • . . ... . ... . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FROOM rREVEM u wu•1�i•`wW IYe Flwfi Cy4aM pte t 2 G) NO CHANGES THIS SHEET. - .w JR-04/10!17 N 52 (j a U) ncy 0 ao c O a'PJ 0 N 2 o , Wn Q N 7 S O LL Jg m Z IOC �� 5 7 Z UW p fq 413 LLI Z co � j —a �+w O ; $; J O W O -q ® U 7-ay_ �O = W N zC U Z J Q LL1 � a1o�y LL Z O F w U Q 2 aU!1 'osap saucy �'1�LL1YtLYN 7!7j'i * ; n NO,58705 ' Xz �O,c. • 'Er--- •NG��:- !ONAL L A. LYNN MILLER P.E. P.E.R 5870S STRUCTURAL 1/4" NOM. IOLYISOBUTYLEN WITH DESICCANT KODISPACE EXT. Goss : � (�-------- 4SG TPS INT.GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT.GLASS—,/ BUTYL 8, DESICCANT FOAM EXT. GLASS � POLYISO- BUTYLENE SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS '-MELT BUTYL —3116" NOM, SUPER SPACER(D NXTT" ALUMINUM DURASEAL® CI SPACER -INT. GLASS DESICCANT FILL AREA — 5/16" NOM. i SILICONE SEAL XL EDGET`" // SPACER GLASS Prts DoorAp6on 111114101181 W Kammaltll04SG TPS Spacer System a tnk Street for 81 Ouanac Super Spacer NR With Hat Malt Butyl 82 Ousna Duram l Spacer Materials Mater M 83 Cardrol X Edge Spacer KEI-tKtNUI: I tb l Ktl'lJK 15: t I L-a/ l !, aaoa 6 all/U USED AND ARE NOT PART OF THIS APPROVAL. • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rRODUc f 1110um �wlew t-t_4 �4,p1 F) NO CHANGES THIS SHEET. • JR .s-0411OM7 > C4 Y U) C7 N ON 0 ui to S O J S • 55 Z Z LL• to S� 7 W, LLitJU W a0 Z 7 J SN .xNO to ca J IL O pIx t,a� ® 0 = U F U Q Z W ftl =roes µa, O LLLL Z J w 5 O m d 1 � �� . • �,fCENSF !lf��Ccc ��o'•� TE 15 Ili - .'•�; 40 ZONAL IlF A LYNN MILLER, P.E. P.EO 50705 �- 1.750 .062 4.W0 1.750 -a 4.100 .062 I - DOOR PANEL / DOOR PANEL I,3Q j TOP & BOTTOM RAIL ; 31) SIDE RAIL `*--' 6063-T5 \-� 6063-T5 3.05 1 550 t.400 .0W T �- FILLER HEAD ADAPTER of 6063-T6 r-- 3.000 1.2�0 u 1.479 O50 > FRAME HEAD 6063-T6 .050 - - .079 7.489 ,489 3.000 -�-� OUTSWINGTHRESHOLD �J 6063-T6 ...... 1.750 ....... i 4.t00 .062 4.675 L_ DOOR PANEL INTERIOR ASTRAGAL 6063-T5 1.500-1 -. S 125 ' � .'m �- .750 L - .050 .663 `$ TRUSS CLAMP 3/16" GLAZING BEAD �4 6063-T5 74 ' 6063-T5 .... 3100......- 14 J 5.459 6.085 i 075 .750 �0 I �,.750j -062 - 4.100 4.675 DOOR PANEL U) EXTERIOR ASTRAGAL Lam{ �-.363 050 883 rz 518" GLAZING BEAD S 6063-T5 SL HEADER % �� SL SILL 60 6063-T6 L�i 6063-T6 5.212 6 DOOR FRAME 20� JAMB 6063-T6 1.578 �i -� .890 �-.050 3.000 if - �62 }SL JAMB 6063-T6 .060 1.820 .250 37~ WEATHER (v % STRIP CHANNEL 6063-T5 32 HINGE 6063-T5 -�►+ �---.172 050 .683 - 1.002 (j IG GLAZING BEAD 74) 6063-T5 .504---1 t Am ri .360 .0.55 -� _ OUTSWING THRESHOLD l . .a CHANNEL COVER 06063-T6* • 2.9" 2150-�1 1.000 • SbJAM! C• OCAPT R • 063-T& • • • • 125�--' • • • • } TUBE MLL4 6063-T5• • • • • • • ••• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IRppUC f REYt� ma..•lrer� wMi ue RriY Aogptpee N•t 0 L�/-Oj 6i�ia D•te�.�Z F) NO CHANGESTHIS SHEET.-JR m - 04110/17 W eNe}} Q � O p wo o N >n °'7 O a N z u°�i Er UI1 og o Rm 5 Z S ZLL m ^Q 7uj U W • to Fg O ;Lu a J akC �Z� $ t] r co LL 05 O ce 10 0 �'v5 e p a to 2 z = Z N a w ZO �ws LL U Q W p tttt 1n111/, ��Gp1Y LYN* ' ,,,; * No. 58705 STI A. LYNN MILLER, P.E. REA 56705 X DOORS, ALL GLASS TYPES ANCHOR TYPE 6 SUBSTRATE 2, 3, WOOD 3 ALUM 1,T. CONC LOAD ZONES < m < X O0 _ X X _ I K MAX FRAAAE W�i}1 MAx FRAME HEIGHT 25.50 79.75 83.75 87,75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 ZT50 79.75 83 75 $7.75 91.75 95.75 5 2 4 1 2 5 2 4 1 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 31.50 79.75 83,75 87,75 91.75 95.75 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 24 2 33.50 79.75 83.75 87,75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 L 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 4 3 37.�o Lly-ZK 83.75 87.75 9V5 95.75 8 ' 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 za7re• MAX. O.C. -" 6' MAX 13-IW MAX. / 23-16' MAX. O.C. f / 95.3/4' FRAME 84,W HEIGHT MAJC OLD D-D \ 24-9/16\ MAX DLO \ 3 v-1rr MAX. DOOR FRAME WIDTH TYP. DIMENSIO F SINGLE DOOK X HEAD ZONE'C -� w f z s� s \ i \ SILL ZONE•C LOAD ZONES FOR SINGLE DOOR, X Design Pressure See Sheet 2. TWO1 rRoom PRBYlBn •GPM" MH tie n.*k 7e0 Soy•cs3 orate :off c RC 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • • • • 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • • • •• • • • • • • • • • • • ••• • • 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4"MIN. O.C. FORCMU} • • • • • • • • JAMBS (ALLL), 13-1/P' MAX. FROM CORNERS AND 23.1/8' MAX. O.C. • • • • • • • • • • • • HEAD 8 SILL OF DOORS: (' MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20-7re' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • ••• • ••• • • 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • • • • • •• • • • • ••• • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • F) NEW SHEET COMBINING SIZE -°„ ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - z 04/10/17 N (� w co Y L4 3:"=u & ► O O 0 a O } alIXl � C7 N z m N o a U) ZL'L w = LLi LL cp o • B NW-Z�� F JM0 co LL Z � .6 O cr I- $ 0O ows z Z IL1 wox O LL J Q J � � O O O X -nu roses lsivhsl *� No. am •�` i S eZpBpN, : ��►`� `,5.�1YAL 1.. A. LYNN MILLER, P.E. P.EA 5870.5 XX DOORS, ALL GLASS TYPES ANCHOR TYPE 6 SUBSTRATE 2, 3, WOOD 3ALUM CONC LOAD ZONES h x b Y K DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.76 87,75 91.75 95.75 2 2 %54 2 2 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 6 4 4 3 59.75 79.75 8175 87.75 91.75 95.75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 8 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 -4 -3 1 Y T 4 3 67.76 79.75 83.75 87.75 91.75K76 6 5 4 3 6 5 4 3 6 5 4 3 3 3 71.7 79.75 .5 87.75 91.75 95.75 3 3 3 3 3 20-7/8' MAX. O,C. 9' MAX. X. MA , i \ i \ 23-116' \ MAX. O.C. DLO 24-IM16". MAX. DLO\ i \ i I I � +---- 71.314" TYR ELEVATIC / 95-3/4• / MAX. FRAME i 11 HEIGHT IGURATION HEAD - - -------- -- ---- HEAD ZONE g� MAX. - ZONE'D' ` \ 13.W O.C. \ a N 913�4' 'I \ / 13-1N' --«.� +-- 20-71V � 9' ... (" MAX. SILL ._. _._.....�......'.'j}MAX. SILL _......._. ZONE DZONE "O' +--------- 63a/4' ---- LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See SMd 2. TeWe 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4' MIN. O.C. FOR CMU): JAM IBS+ (ALLk 13.1/4- MAX. FROM CORNERS AND 23-11W MAX. O.C. HEAD 6 SILL OF DOORS: W MAX. FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20-7/6' MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3INTO WOOD DESIGN PRESSURE--75/-75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS CR EACH JAMB 5 ANCHORS EACH DOOR PANEL a HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = D :N•TES ANtROR:OC9kTIO•N• • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • 0.0 • •• •• ••• • • • ••• • • PRODUCPREVmw iswmp m•MiAeybd& sue•+» Dete�2. �A�As -Grad F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10117 N (9 > O N _5 z $ °zt' o "sue x LLI UUatu 9� W M0 eN h W $2 J OA1C O > w LO r O Z 07 p to IL 06 O It eD 00 I -vs 43 p # = H U Z a LU �O3s O LLIr J Ir Xp O Q X d al):1 zsad sa;ia5 `1111111 a l„�� LYlijV k : No. 58705 �4u SONAL �� nn1111111 A. LYNN MILLER, P.E. P.E.R 58705 O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2, 3, WOOD 1 3ALUM 1,2, CONC LOAD DINES g 7 O w ul O O w O MAXStDE LITE FRAME WIOIH MAXHEIGHT FRAME 10.75 79,75 B3.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 d 1 4 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91,75 95.75 4 ; 2 4 2 4 2 4 2 4 1 2 4 2 4 2 4 2 4 2 4 2 19.00 83.75 87.75 79.75K42 91.75 95.75 2 2 2 2 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 { 2 4 2 27,75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 � 2 4 2 5 2 4 2 6 i 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 96.75 6 3 4 1 3 6 I 3 4 3 7 1 3 4 3 1 7 3 4 3 r7 3 4 3 17-718- MAX. G.C. (r 1 MAX.-1__...... 13-114' MAX. i lr MaAx.X. O.C. / , 953A' MAX. z'118' DLO FRAME HEIGHT 33•SB' MAX. DLO 3 W-314' MAX. IDE LrTE FRAME WIDT TYP. ELEVATIONOF SINGLE SIDELITE, O HEAD ZONE'S' i � m w 0 N N m e] SILL ZONE'S' LOAD ZONES FOR SINGLE SIDELITE, O Design Pressure See Shoat 2. Table 2 NOTES: t) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. •• ••• • • • • • • • • • • • • • •• • 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4' MIN. O.C. FOR CMUr • • • • • • • • • • • JAMBS (ALL): 13-114' MAX FROM CORNERS AND 23-1tr MAX. O.C. • • • • • • • • • HEAD & SILL OF SIDE LITES: fr MAX. FROM CORNERS AND 24-314' MAX. O.C. • • 000 • • • • • • • 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS 3 AND ANCHOR TABLES. - JR - W10N7 N Y � o 1n O(v 21 OQ, Lh co a z g OLLp _j LLJ z z � "sue � =w •� W a OZ Of r lL as O CD ® o u z z 4 LU ew7 0 LL J Q at ~ o a o aq'1 'xop es,se `1t111llllf"I LICENgF••.1�� ' No.58705 IONAL IIIIit%l�¢?��. A. LYNN MILLER, RE. P.E>r 5"05 Xo s ox, ALL GLASS TYPES ANCHOR TYPE 3 SUBSTRATE 2, 3, WOOD 3 ALUM 1.2. CONIC LOAD ZONES I m ca O w x 1 O bb J x X < X m O w J x O baJ J x X G X MAX SIDE LITE FRAME WIDTH MAXX DOOR FRAME WIDTH MAX FRAME HEIGHT 1D.75 25.50 79.75 83.75 57.75 91.75 95.75 4 2 1 3 1 5 4 2 2 4 4 2 4 5 4 1 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4; 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 1 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 21.75 31.50 79.75 03.75 87.75 91.75 95.75 4 3 5 5 4 2 2 4 4 3 1 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 5 7 4 2 3 4 27.75 33.50 79.75 83.75 67.75 91.75 95.75 5 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 6 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6) 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 j 5 5 6 4 3 3 4 7 i 5 6 7 3 4 7 1 5 6 7 4 3 3 4 36.75 37.50 79.75 53.75 87.75 91.75 95.75 8 4 5 6 4 3 3 4 6 1 4 5 8 4 3 3 4 7 5 1 5 7 4 3 3 4 7 5 6 7 4 3 7 5 6 7 1 41 3 E3 4 ANUMU11IJUnn I I I ICJY I RCUVIJn JwUJUCV IC IVCC DETERMINED INDEPENDENTLY. 9• MAX. 20.718' MAX. O.C. e• MAX MAX y K i 23-118" MAX. O.G. i- _ 13.1/4' MAX 37-N2" MAX �_ MAUr WnTH f %\ 1/ \ 843W MAX. DLOMAX/ 244Y16' .DLO y SEE TABLES 1.4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 33-&r MAX OLO _...---- - 13.1114''MAX _ T 95-3W MAX FRAME HEIGHT 363/4' MAX. SIDE LITE FRAME WIDTH --�•i 73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH ?w TYP. ELEVATION OF XO CONFIGURATION Design Pressure Reintaced: See Sheet 2, Tables 1 8 2 Unrolnbrced: I See Sheet 2, Tables 3 8 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4• MIN. O.C. FOR CONCRETE. 4' MIN. O.C. FOR CMU): JAMBS (ALLY: 13-114• MAX. FROM CORNERS AND 23-118' MAX O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20.7f8' MAX. O.C. HEAD &_SILL OF SIDE I.I TES: 6• MAX. FROM CORNERS AND 243W' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 915. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4. ONCE ASSEMBLED. HEAD ZONED• .• 9• MAX. HEAD ZONE `E' Nf 11-oSb't. off ` L \ �Ptin')Hc@ EXAMPLE: \ \ XO WITH GLASS TYPE B. \ Nr X 84• SINGLE DOOR WITH 36" X SC WIDE SIDE LITE, ANCHOR TYPE 31NTO CONC. \ DOOR DESIGN PRESSURE : +75 / -75 PSF \ w W Z DOOR ANCHOR REQUIREMENTS FROM TABLE 8: NS m / 4 ANCHORS G DOOR JAMB 3 ANCHORS Q DOOR PANEL D HEAD / 3 ANCHORS a DOOR PANEL 0 SILL / 4 ANCHORS 0 SIDE LITE JAMB 3 ANCHORS Q SIDE LITE Q HEAD / / 3 ANCHORS @ SIDE LITE 0 SILL .00 • • • • • � �RGRF��/Af�tES j)N �A➢LE 8. +- 6• MAX �+- 2a7/8' - -,�•� .. _ 6•. X =DENOTES ANCHOR LOCATION. i 9' MAX 243/4• .. --_---SILL ZONE'U"------ SILLZONE "E' -+ • • • • • • • • • • LOAD ZONES FOR XO CONFIGURATION : : : • • LAYOUT USED IN EXAMPLE & ANCHORAGE • • . :. • • • • • (OX SIMILAR) • • 000 • 000 • or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - °� 04/10/17 N Y () Z oO 1n O r O v c') a Z0-8 o O z LL co LU lu U $ • --a TN 5ma W < cW W t_ J 7 _ a W atS � 0 LL 0 � o ® o o�vs N rn z LU Ir W O LL X J U Q X O 0 ..... *�• Ne. t1t705 Is I 4 '. FS '• OgtOp •.•' -051 ',', !0IVAL I�r. \� A LYNN MILLER P.E P.E.f 58705 OXO, ALL GLASS TYPES ANCHOR TYPE 6 SUBSTRATE 2' 3. WO D 1.2, CONIC LOAD ZONES m (a a o W o L a x m l 4 o W 3 o LL 3 x MAX FRASIDE ME NTH MAX 'X FRA E wbTH MAX HEIGHT 10.75 25.50 79.75 8335 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 1 7 4 2 3 4 2 1 7 1 4 2 3 4 2 1 7 1 4 2 1 3 12.75 27.50 79.75 83.75 87.75 91IS 95.75 4 2 7 4 2 1 3 4 2 7 4; 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.DD 29.50 79.75 83.75 87.75 91.75 95.75 4 1 3 1 8 1 4 2 3 4' 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 96.75 4 3 8 4 2 3 4 1 3 8 4 2 5 4 3 8 4 2 5 5 3 8 4 2 5 5 3 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 1 5 6 3 3 10 4 3 5 6 3 10 4 3 5 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 F4 3 5 75 1101 4 3 5 7 5 1101 4 1 3 1 5 36.75 37.5D 79.75 83.75 87.75 91.75 95.75 6 4 8 1 4 1 3 1 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 101 4 1 3 5 1 7 5 101 4 1 3 1 5 DETERMINED INDEPENDENTLY. 20 7/8 MAX. O.C. E MAX. 8• MAX. 6' MAX. -�{ F+- r7 243141" MAX.O.G XMA _ 11 ' /-� I 13.1/4• MAX. / 23-UB / MAX. O.C. / /40 %. 95314' MAX. - FRAME MAX DLO HEIGHT E\ _E. \ _............ _ 4 \ i 33-5f8' 249/16\ _ MAX. OLD MAX. DLO \ @� 38-314' MAX SIDE LITE FRAME WIDTH 37-IZ MAX. DOOR � FRAME WIDTH 109-1fr MAX. DOOR+ SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) �ZHIAll ONEE•..................- ZONE'F'.........._�20NE'E' I / i \ SILL ---ZONE •E'� SILL .....:........_ ZONE'F' SILL ZONE'E• LOAD ZONES FOR OXO CONFIGURATION • •, Design Pressure i?einbtced: WA Ws•intorced: Sea Sheet Z Titles 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4• MIN. O.C. FOR CONCRETE. 4' MIN. O.C. FOR CMU): JAMBS {ALL)= 13-1/4• MAX. FROM CORNERS AND 231/8• MAX. O.C. HEAD & SILL OF DOORS: 8• MAX. FROM CORNERS. W MAX. FROM ASTRAGAL CENTERS AND 20.7/8' MAX. O.C. HEAD_& SILL OF SIDE_LrIES: 8" MAX FROM CORNERS AND 24-21W MAX. O.C. 4) FOR VMS NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE m SIZE. W 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. m 5) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7),SIDE LITE OVERLAPS DOOR BY 3/4.ONCE ASSEMBLED. • ••• • • • • •• •• • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �l�Q� M11A Of /LIB � ��( -� �i•G i Z 1" Mt.cr'' !4•r a•111i �' F) NEW SHEET COMBINING SIZE 4 ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR- 04/10/17 yip ..14 . * ; No.58705 1 NAL 0 ``• A. LYNN MILLER, I.E. P.E.0 59706 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1A CONC LOAD ZONES m m O m a O ms ' J m J 4�i < i X m m$ c O a O J m a i J m s MAX SIDE LITEJ FRAME WIDTH MAX IV DOOR FRAME WIDTH MAX FRAME HEKiFff 10.75 47.75 79.75 83.75 87.75 91.75 96.75 4 2 4 3 B 4 1 4 1 2 3 4 2 5 4 7 4 _2 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4. 7 4 2 4 2 3 4 3 6 4 7 4 1 2 4 3 5 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 83.75 8T.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 3 5 3 6 5 B 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 6 5 8 4 3 4 3 5 8 3 7 6 10 4 3 4 3 5 36.13 67.75 79,75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 6 4 3 4 3 5 7 5 7 6 10 4 3 4 3 1 5 7 5 7 1 6 101 4 3 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 1 5 B 1 4 3 4 3 5 6 4 B j 5 1 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 1 6 1 101 4 1 3 1 4 1 3' 5 7 5 7 1 6 1 101 4 1 3 1 4 1 3 1 5 DETERMINED INDEPENDENTLY. �-- 20-716' MAX. O.C. -. B" MAX. -1 23-lM" MAX. O.C. T /..;..-�V MAX. rn�nr 24 3 C MAX. O.C. 71-3/4' MAX DOOR FRAME WIDTH 107-314" MAX. DOOR + SIDE LITE FRAME WIDTH----------- TYP. ELEVATION OF XXO CONFIGURATION _.._._....---- .......... -.... -- (0)IOX SIMII6�R -ZONE'b" ZONE I ZONE'E"� N / \ \ i •• •• \ \ / • •00 • es SILL - -`- SILL SIOL • • • LOAD ZONES FOR XXO CONFIGUP:!fpON;. • OXX SlwI N • • Design Pr•ssuro Peinf=sd: See Sheet $ Tables 1 & 2 Urninbmad: See Sheet 2, Tables 3 & 4 95.314' MAX. FRAME HEIGHT 36-314' MAX. SIDE LITE FRAME WIDTH NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR emu): JAMBS (ALL): 13-114' MAX FROM CORNERS AND 23-1/8' MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9- MAX. FROM ASTRAGAL CENTERS AND 20-78' MAX. O.C. HEAD & SILL OF SIDE L1TES; 6" MAX. FROM CORNERS AND 243/4" MAX O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) F AN O_oGE I%SJALLATION DETAILS SEE r •SHg� 14� 15• • r • :6) 4N9GLJo,`T*JPNS WHERE THE DOOR LOCKSTILE r .ABOTS♦ SINE LIFE ARE NOT AVAILABLE WITH • •REIN•ORCBMEW. • • T) SIDE LITE OVERLAPS DOOR BY 314- ONCE ASSEMBLED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rwoK r RrAm a Q w" U• ibArtit Cam) -C'+`•Qi F) NEW SHEET COMBINING SIZE 'a ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04110117T N Y C9 w a O ON a a crO O - o a„ to Z 8 2 W m '4_5 W O W U to ty abla ow > LU e� y LL 8 J N Nw5 ® p Oa UW p Z a, IX X 0 u- O w n O0 o ay;y ,�sao wua, 111111t i11))�' EN * : No.58705 A. LYNN MILLER P.E. P.E.# 587D6 OXXO, ALL GLASS TYPES ANCHOR TYPE d SUBSTRATE 2,3, WOMOD 1,2, CONIC LOAD ZONES m m < O �)m a' w OIK �C in m O a O ca x X MAX SIDE LITE FRAME WIDTH MAX0C DOORAX FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83,75 97.75 91.75 95.75 4 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 j 7 4 2 3 12,75 51.75 79.75 83.75 $7.75 91.75 95.75 4 2' 7 4 2 3 4 2 71 4 1 2 1 3 4 2 j 71 4 1 2 1 3 4 2 7 4 1 2 1 3 4 2 7 4 2 1 5 19.06 55.75 79.75 $3.75 87.75 91.75 95.75 4 377 4 2 3 4 317 4 2 3 4 3 7 4 2 3 4 3' 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 96.75 4 3 j 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 81 4 1 2 1 5 5 3 81 4 2 1 5 6 3 i 8 4 3 5 6 3 j 10 4 3 5 36.13 67,75 79.75 83.75 87.75 91.75 95.75 6 4 814 3 5 6 4 81 4 3 5 7 5 81 4 3 5 7 5 101 4 1 3 5 7 5 101 4 1 3 5 X75 71.75 79.75 83.75 97.75 91.75 95.75 6 5 6 5 7 J104 5 7 7 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE UTE TO BE DETERMINED INDEPENDENTLY, 6' MAX. 23-/16• MAX. O-.C•. I 6'1 20-7/8` MAX. O.C. 6` MAX. i I V LUX" tr MAX. VMAX' 2aa14• MAX. O.C. { SEE TABLES 1-4, SHEET FOR 95-31 / \ REINFORCEMENT MA) REQUIREMENTS. FRAe �• _ - ... _ - HEIG MAX. DLO \ / \\�4 //� 24-9/16\ /L WMAX. _ DLO\ / DLO - 36-3/4' MAX. SIDE 7144• MAX DOOR FRAME WIDTH LITE FRAME WIDTH 143.31 V MAX, DOOR + SIDE LITE FRAME WIDTH - TYP. ELEVATION OF OXXO CONFIGURATION ncnu ZONE"E' ~ ZONE'F` -ZONE'F'-t--•-ZONE`E• _ i \ T / \ 23-IM' / \ \ i TAX MAX. ZO-7/ MAX. 6' MAX. '„wl� I !"" 2-4'SILL l�- ZONE' E' ZONE'F" - ZOejE_, • LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure Reinforced: See Shw 2, Tades 1 6 2 UnrairMXned: See Sheet 2, Tades 3 8 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. E 3) ANCHOR QUANTITIES ARE BASED ON IT SPACING AS FOLLOWS (4` MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4` MAX. FROM CORNERS AND 23.115" MAX. O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9- MAX. FROM ASTRAGAL CENTERS AND 20-7/5• MAX. O.C. HEAD 6 SILL OF SIDE UTES: 6' MAX. FROM CORNERS AND 2"4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 8 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT, 7) SIDE LITE OVERLAPS DOOR BY 3W ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4' WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 36-3/4- X 95aJ4' SIDE UTES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE _ •34134 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL 0 HEAD 5 ANCHORS EACH DOOR PANEL Q SILL 3 ANCHORS EACH SIDE LITE 0 HEAD 3 ANCHORS EACH SIDE LITE Q SILL i ( 1 :EE �`IRr�EI0N�JEjON TABLE 11 �• • • ••• • 0-bEAb•TES ANCHOR L•O�ION. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r��jYt olt� Ne /IMi6 N. (-c - 0 1 BtM4+Yr Ors�g�2. F) NEW SHEET COMBINING SIZE a ELEVATIONS, ZONE ELEVATIONS -' AND ANCHOR TABLES. -JR - a 0410117 N RLU C7 > W � 0 w $ O Y was to C C,4 In J C7 u Z O LL 8 'r w z m 0 r) p� Lu IA a O W ggp J to O O a+a ® o F Z z a W Q W LL a J I O o Q O O - l 1 '.-eap --4 W11111 n urr//�� LYNA/ '%. FN Vic No. 58705 'i F • �F�ORID�,.•'� �� . S G i�� SRO 0� `1� NAI.lit I"" A. LYNN MILLER P.E. P.El 56705 EDGE DISTANCE 2 11 r .. TABLE/�__D' EDGE BUCK NOTE I V SEE TA13LE EMaEDMEN rRoIlloctmvilm SEE TABLE S__ V46 at A,SHEETI WEET I DOOR HEAD (WOOD) OR HEAD (CONC) DOOR HEAD (ALUMINUM) EMBEDMEN'T_ EMBEDMENT F) CLARIFIED DETAILS, ADDED AL MINUM.-JR-04110W T DGE DISTANCE EDGE DISTANCE EDGE DISTANCE STAGGERED STAGGERED 7_50- STAGGERED ANCHORS ANCHORS ANCHORS SEE T > ASHFET is LLY 2X W E00 ix SEE T.0 ��i 0 0 10 C6 As SUCK, NOTE 1 BUCK, NOTE 1 A, SHEET 1 ui LU PO DOOR JAMB (ALUMINUM) w to DOORJAMB(WOOD) (CONC) LL SEE TABLE A, SHEET I EE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 o j� _114"MAX. SHIM SEETABLE SEE SL A, SHEET I LL EMBEDMENT --I??: Al� 2x WOOD EDGE MSTANCE EDGE DISTANCE_k___� EDGE DISTANCE SUCK, NOTE 1 1" 1. WOOD BUCKS DEPICTED AS lxARELESSTHAN I 1/2"THICK. lxWOODBU ARE OPTIONAL IF UNIT IS INSTAL DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 W" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO B NGINEERED BY OTHERS OR PROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. F U , No NON-METALLIC GROUT (UW PSI &V4.4 (0t)$913Y OTHEjtSWT FULLY�UPFF041T THE ENTIRE OR I ON. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3Dff FEimT PAPEF60R MASTIGNIS REQUIRED BEM604THE GROUT /'10NAL AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ��EXTJRIPBO iwrERIOR* A. LYNN MILLER P.E, 3, TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET l.. ALL HEAD & SILL SECTIONS) PEA 58705 ° °°°°° ° °°° ° °° °° ° ° ° °° °° 000 ° 0 ° 000 0 0 SEE TABLE EDGE DISTANCE 2X WOOD � � EDGE DISTANCE A, SHEET 1..i �-� �+--EDGE DISTANCE BUCK, NOTE 1 _ EMBEDMENT I SEE TABLE ..... .. • < ,` A, SHEET 1 EMBEDMENT J_ I WOOD J----114' MAX SHIM LE 1W MAX. SHIM NOTE 1 1/4' MAX SHIM Lp_ /w6MJC i RBYmw SEE TABTABLE SEE TABLE ft aw wm aw nwift Ep Lurkwilm A, SHEET I 0. SHEET 1 A, SHEET 1 A W 1%^D b ..CI go SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) MM� SEE TABLE c F) CLARIFIED DETAILS, ADDED EMBEDMENT EMBEDMENT A SHEETI a ALUMINUM. -JR.OVIWI? 114' MAX. SHIM tl4' MAX. SHIM- 1/4' MAX. SHIM s SEE TABLE L 1 EDGE DISTANCE EDGE DISTANCE N O j EDGE DISTANCE A, SHEET 7 i U) ^ a j / ' .• a to a J w ci �y ttlttl', 1 c lA �) SEE TABLE SEE TABLE >_ n al�c7 O I n A. SHEET 1 A, SHEET 1 0 Q w O TABLE J cn ppp m Z \I A, SHEET 1 O LL n W Z ' r x L a vi Fe WOOD 1X WOOD BUCK, NOTE 1 W V ul BUCK, NOTE 1 •.a: SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) o z W LO 1n o —SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 r-•SEE TABLE A, SHEET 1 - W LO _..._. _......_--__...�I_ .... _. O w� >t O � � 1/4' MAX. SHIM 1/4' MAX. SHIM F U Z ix BUCK, NOTE 1f4' MAX SHIM a W z rf s LLIt W O SEE TABLE I.- J .. EMBEDMENT SEE TABLE . • —j- �A, SHEET 1 j Q j W � • A, SHEET I^ _ a X ; ' r • . :EMBEDMENT Q (LL O 1 %171 '�saa Saua� EDGE DISTANCE BUCK, NOTE 1 EDGE DISTANCE SIDE LITE SILL (WOOD) -- - EDGEDISTANCE .9IbifUT9 S&LI(ALLKIINOM) `,.``x\9 LYN,YAz.,� ---- SIDE LITE SILL (CONC)� •' t10ENSF '•C� • • • • • • • • • No.58705 P 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). kk 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI M�•(D6Q1?BY OTHE�S)WT FULLY y:UP�EtT THE ENTIRE %Oct '•.•�ORtDp.. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPEFiOR MASTICGS REQUIRED BEiW6fN•THE GROUT � �SS� . •• •. NC9� ` AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • ✓ • • 0 • '//,,ONAL O, o� • • • • • \� EXT(�R IrITERiOR [ j 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)v A. LYt.ILLER P.E. P61 MEX 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DiADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTTCECEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE: : ... .... •00000 This NOA is being issued unde the applicable rules and regulations governin§'tie use of coast;uction '. materials. The documentation bmitted has been reviewed and accepted by Mih}ilgde County RER • • • • • Product Control Section to used in Miami Dade County and other areas where qjj(: Ted by � Ajuthoritj • • • •; 'Raaing_Jurisdiction-(A ' ' .... . .. ..... This NOA shall not be valid after the expiration date stated below. The .Mianrlt- Pale, Coxatiy RroduclF•:.. Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miam67-0ade County}reserve • • •; - the right to have this product or material tested for quality assurance purposes. If VWProduct ot• material •. fails to perform in the accepted manner, the manufacturer will incur the expense ofsuch testing" Uw AHf ""' may immediately revoke, modify, or suspend the use of such product or material: wi*16 their 1 it iViction; • • • • RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Progtict.eontrol Section th uc or material at s o the applicable building code. product is approved as described herein, and has been to ly with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window I tallation Guidelines", e�elslrough 11 of 1�datLd 04/12/13, with revision C dated 06/06/17 by manufacturer, signed and iller- e ounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guideline) is beets 10 0000 through 11 of 11, dated 04/12/13, with revision C dated•P000/17, Wpa;ed by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ...... . B. TESTS •••• •• • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading Vjj MC, T j�.26J-94 2) Large Missile Impact Test per FBC, TAS 20l'94' •.. ...... 3) Cyclic Wind Pressure Loading per FBC, TAS•393-94 •� along with marked -up drawings and installation diagram of a PVC sliding.g4oU doof,•' • • • a PVC fixed window and an aluminum sliding glass door, usi*$. -Kedispa qe 4SG TPA.... spacer system, Duraseal® spacer system, Super Spacer® NXT rm spacer syS�:id XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalrnis Ortega, P.E. (Submitted under previous NOA No. 16-0629.14) 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 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) /lr orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 F.-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014) and FBC-61h Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0000 2. Glazing complies with ASTM E1300-09 •....' D. QUALITY ASSURANCE """ • • 1. Miami -Dade Department of Regulatory and Economic Resourcjj JPR). ' E. MATERIAL CERTIFICATIONS • • • • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amdfica, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Inter1a;:VPAated 01/19/17, expiring on 07/08/19. ; • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,,Inc. fortheir "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expixir *g on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t" Edition (2014) and FBC-611 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued •by aiW1ufatturer ..... signed and sealed by Anthony Lynn Miller, P.E. • • *Go,, . . 3. Proposal No. 16-1372B issued by the Product Control Section; d�.=11/09/16,•9igned• ... • by Manuel Perez, P.E. ...... 4. Proposal No. 16-0125 issued by the Product Control Section, daW.03/09/16; signed ,... by Ishaq Chanda, P.E. • • • • • • ... . .....' 5. Laboratory compliance letter for Test Report No. FTL-7212'tia1ad 03/21/13-, signed- • •; • and sealed by Marlin D. Brinson, P.E. • . . . . ...... (Submitted under previous NOA No. 13-0502.03) • • • • • • 6. Laboratory compliance letter for Test Reports No. FTL-38A' . A& FTL-3850, dater • • •; 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Cl W'epl. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.1." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 720/820IMPACT-RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COI4pLY WITH THE REOUREMEN7S OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WND-BORNE IRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 1 E HVH7, THE OUTBOARD LrrE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, SE ONLY MIAMI-CADE COUNTY APPROVED MASONRY ANCHORS. TERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PI ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE VRTH M KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-1/2" TH9CK ARE T CONSIDERED A SHEET( 1X INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WO(.D BUC DEPICTED AS 2X } - ARE 1-1(I THICK OR GREATER. 1X AND 2X BUCKS EN USED) SHALL L BE DESIGNED TO PROPERLY TR qE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION B THE RE _ NSIBILITY 1T MAX OF THE ENGINEER, (EOR) OR ARCHITECT OF HEC , (AOR) O.CC.. 5) ANCHOR EMBEDMENT TO BASE MATERIFLL SHALL BEYOND WALL } DRESSING OR STUCCO. USE ANCHORS OF S1IFFlCIE EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR RS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. RALL SEALINGIFLASHING STRATEGY FOR WATER RESISTAN OF _ INSTALLATION SHALL BE DONE BY OTHERS AND IS B THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCA WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SMMS LE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM B ti MAK THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5MISSILE IMPACT RESISTANCE 48• TIP-170.?1P WID ` = 4T BUCK 48' BUCK WIDTH +i 48' BUCK WIDTH 44-1/4' VISIBLE 45.1/4" VISIBLE 45-'14' VISIBLE UGHT WIDTH UGHT WIDTH -r{II LIGHT WIDTH IFETB 6' D, SHEET 7 I L ^ 6• MAX F. SHEET 8 -...� T MAX B, SHEI H. SHEET Fn _._.._� i A C I C E, SHEET B' I E. SHEET SHEETS BUCK SHEET? I .SHjF_ET7 G: SHEET 91 i G, HEET9) HEIGHT .T. BUCK J HEIGHT Y 92.1/4' I T931/4• VISIBLE 12, ( / 93-0W' r ( �` LIGHTS; LK3HT C. VISIBLE 1 HEIGHT LIGHT ( i / HEIGHT:: HEGHT TIP -TO I BUCK TIP ' 5"MAX. I HEIGHT EIGr i HN O.C. i 1 i i �....y O.C. F, SHEEt �-+--• tY MAX, O.0 SHEET 6 MAX SHEET ---I�; I+ 12- MAX 2MAK � H, SHEET B 5 MAX. O.0 TYP. FLANGED FRA TYR EQUAL -LEG FRAME TYR FIN FRAME ELEVATION ON NIT) ELEVATION (TESTED UNIT) EST STED UNM B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS FIGURE 1: PER ASTM E1300. GUIDE TO SHEETS: 1 Y O.C. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. MAX' GENERAL NOTES.....__.._..__-_i 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS... .......... ___ 1 RESIST THE WINDLOADS CORRES+PONOING TO THE REWIRED DESIGN GLAZJNO DETALS...-.........—_ 2-5PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES....•......__.. 2-5 t O.C. THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, FLANGE._.._.. 6 MA)L / USED FOR THE E VALUAT.ON OF ANCHORS INTO WOOD. ANCHORS THAT INSTALLATION, EQUAL -LEG ...... T r COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION, INT. FIN A...._... 8 "`II`LfJ INSTALLATION, INT. FIN B THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ...........9 / CORROSION RESISTANCE. CORNER ASSEMBLY......._..__._ 10 6• EXTRUSION PROFILES._........._. i t MAX 1 0) REFERENCES: TEST REPORTS FTL3835, 3850 d 721Z; ELCO PARTS LIST ...... _...... ..___._..__.. 11 UL T RACON NOA: ELCO CRETEFLEX NOA; ANSVAF&PA NOS FCR — —_ WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE 1: 10)THE 720 SERIES USES A PVB INTERLAYER. THE 820 SERIES USES AN SG INTERLAYER. i"HE'120 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. COMB j STANDARDS USED: =7 FLORIDA BUILDING CODE (FBC), 6TH EDITION a2014FLORIDA BUILDING CODE (FBC). 5TH EDITION •ASTM E1300-C9 aANSVAFBPA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 aAISI SI M12 aASC 300-10 Type Dead SMet • ins• IO'An-.090•WB-Yn6'HS 2 2 7/16" LartN 18' HS -.09T FFVB - 3116 FM 3 3 14/10'LeMLIG 16'T-7116'Air-3/16'An-.090'PVB-3/16'HS 2 4 1-11i6•LamI.IG(3+16-T-7116-AP-3/16'HB•.DWPVB-3/1(rHS) 3 6 7/1B'Laml 18"An•.OBO'SG-SNtB'An 4 8 711irLaid d6"Hs-.110 -ws-HIS 5 T 1-1116'Lwn41CI irT-7n6•Air-3116'An-.1191Y'SG-3/1FM An 4 6 114114V Lami-p irT-7n6"Air -3116-HS-.080•SO-3/111r 5 -SG•=-KURARAY SENNTRYGLAS iNTERLAYER' BY KURARAY AMERICA INC. RVB'='KURARAY TROSIFOL• PVB INTERLAYEW BY KURARAY AMERICA, INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SLIEETS 2-5. ANCHOR SPACING TO BE G' MAX. FROM CORNERS AND 1Y O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. i WIDTH =i I"- WIDTH F"---WIDTTI--i I^' WIDTH -�-{ 11 1I I I 1 1L J iL— —J F- ---- —W1O7H-----� i WIDTH WIDTH +i I+ WIDTH00 ^{ 01, w r j _ • •• 3._ L Z I_ ...._ — J J., L. _ J f----WIDTHWIDTH WIDTH -r{ WIDTH +j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Cods MOOAA-MH•. 17-0674.11 6y JR • 08A8/17 - UPDATED ANCHORAGE TO FBC 2017. a 04 c A CD �N�{{ N LU M JO — oo LU Z "e u ZLL� 8 w Z O �N "a o LU z �z g ' E W U1 U. �-• � ZW cC I»VS In W E O O Z ZZ y-S y J X w as LL 1> -au 5 01@1YrLYN#VJf1l��'', OVAL ' h/1111NIt A. LYNN MILLER P.E. Window D•slgn Pressure (+E, psry for Goss Type 1 m9 Side 0m) 1 IMV2 T/tE LAMINATED GLASS STACK T2 76 1 80 84 1 88 1 E2 95 10D 104 30 -80 +180 +180 1 +1.80 +180 1 +/80 +149 .1-W •t8D +r-80 +180 32 .180P-i,77 .f +1410 +/-80 +i80 .1 m H-0f1 H +l � 090E YER +f80 +1-80 +180 +f-80 *180 +180 +/8D H-79.8 H-79.4 3118'HEA TRENGTHFIJED GLASS +t-80 +/80 +180 +180 +l-0e +1-79.7 a1-TT.2 +f-75.1 +I-T3.4 .1.72-2 3lty ANNEALED GLJSS +180 +180 +/80 +1-7&1 +t-752 +1-725 +1d0.3 +1-68.5 HfiH3 +I80 +t-79.9 +1- +,'_ 4 +l-•T7-3 +:87.9 +185.1 H-43.4 +f81.6 4 11 `44 +180 +1-77.4 HJ4.3 H-71.3 H-08.2 +1-84,7 +! i 8 +I.59.8 -! 2 +t80 +/-0w +1.75.4 +1.721 +f8&9 +1-65 8 +782? +759.7 +! .5 USED AT CURVED 46 +l-80 a!- +/-738 +l-70.1 H-0d8 +/835 +f-009 +td7.7 E MEMBERS ONLY ! 2g F-- @ 11-718, O.C.MAX. �/ ._ SIB' GLASS BITE LONG SIDE 4 48 52 O1 .1-80 +! +1-79.3 rl-71-5 -. +!.71.9 *1-70..3 +1-6&3 •1847 +1-e49 *1831 +181. HS9.7 +''50 1�.... ;- \ S OKr �� +1.791 +1-75.8 +1.724 +188.6 H87.3 +1851 H83.5 +f815 54 56 H-77.4_ H -7&e N-72 ;772 +1.W 6 r1$8. +i 85.3 EXTERIOR 20 13 IDE 58 H•74.2 +1-7&3 ./8&8 a OD +!m727 +f88.7 +186 GLASS TYPE 1 62 +1.7L2 4.67.1 LONG SIDE -�-{ Be 67df8 1 H4)83 +1.67 SHORT TABLE SIDE ++ i ,L .... _...... ___._ DIMENSIONS MAY BE - - Window Design Pressure (+., pat) for Gbss Type 3 Law Side ) 67-718 1 72 TB 80 88 92 96 :1t1 104 109-tt2 30 +)-W +180 .1 W +/-80 .180 +1811 .,LM .180 +!-M +1410 +180 _ H-00 +/80 +1- +1-m +/80 +1.80 +I.BD ./88 +l H +180 34 H-0(1 +1-80 H-80 +1-80 +f80 +140 H-80 +IV +/_m -1,80 +1-00 96 -+lBD •80 .1-80 +lam .180 +f-00 +180 H-00 +I-W +1-80 +t80 38 +1-0D H-00 .180 +18!! +180 H-01) +l80 _+1-80 +1.79.4 N.78.4 +7.74.3 40 -+1-00 +1.w +/.86 +l +180 +Lw +/-W H-787 +/-73.5 +/-T0,9 +189 42 +/-00 +f80 .1430 +I-W M80 H +?-77 +1- 31 +189.8 +4 8 Q +Tm 2 +180 +1-77.8 +1.7t1 +Vms +187.5 +F83.9 46 +180 1 +1-80 +/80 +180 H-79.2 1 +1-754 +1-71.7 +/-ml +/85.1 48 +1.80 +l +1 H +147.2 +/-733 11-09.5 H8&B +/-W +/80 .180 +1-79.4 +1-75.3 +/41.3 +187.5 52 +I-W •t-80 +/80 +147.7 H-73.5 ./.15 rn .1 +l-00 f-ms +/-76 +1-71.8 58 +780 H80 +1.77.5 +/•738 -' 58 +I-W +1-79.4 +1-75.4 Bo 080 +f-77-e +1.73 5 82 +I80 + .8 H48.. +1-74 e6 67-718 ORIENTED VERTICALLY OR r HORLZONTALLY AS SHOWN. 1-1116' NOM. ..... GLASS STACK GLASS STACK p GLASS STACK )j• r\ 3118E HEAT 116' TEMPERED GLASS •� STRENGTHENED GLASS / • 3116' ANNEALED GLASS �J 7/16"AIR SPACE SHORT USED AT CURVED FRAME MEMBERS ONLY D 11-1187 O-C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SM NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE VMCH THE OVERALL DIMENSIONS COMPLETELY FIT WMAN. EXTERIOR a 090 PV8 ' INTERLAYER SIDE GLASS BITE LONG SIDE ig-•�(21 13 GLAW-TYKE 3 • • • • • • • I SHORT • • • • • • • • • BIDE • •• • • • • ••• • ............ • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED n Mb�a wlkh the Florida Mo14 !l0.Gad• 17-0614.11 ExPlratlon Date 02/1912019 NO CHANGES THIS SHEET. L a: >` n Y U 12 � 8 _rliu 0 In 0 � Zu- v d a O W LLI mv F W U °N 5¢ O Z k p 22SS gLu J Q y F LL o N yp� ® bi co Z w HEK # U) Uj Z Z WCL II' m 9 0 U W0 X tL W O t1 a `,.dap•...._...LYAVV * : NO.SC705 AI E`S•F�onIO"k GNR; �",,NAL 1ftl'' A. LYNN MILLER, P.E. RE-8 50706 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' %ROM THE TiP-TO-TP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOTSHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. "1-11`16' NOW TABLE DIMENSIONS MAY BE /' LASS STACK i 7N6' LAMINATED ORIENTED VERTICALLY OR 7/16'LAMI-�{NATED - HORIZONTALLY AS SHOWN. GLASS STACK GLASS STACK --NI6' HEAT STRENGTHENED GLASS LONG .GW PVB INTERLAYER 3116-TEMPERED GLASS 3/16' HEAT STRENGTHENED CLASS SIDE _WIS' HEAT --- LONG SIDE n1111 - 37t6'HEAT STRENGTHENED BASS STRENGTHENED GLASS 7?16' AIR SPACE .090' PVB INTERLAYER • `` 4 C4 t1 ,1 SHORT �\ 5 SIDE USED AT CURVED USEDATCURVED SHORT\�, FRAME MEMBERS ONLY I2g ,L... 5/S' FRAME MEMBERS ONLY �...................._.—� 5im �..... 11-tr O.C. MAX. �-/ I GLASS SITE 11-716' C.C. MAX GLASS BITE IX.� �+— LONG SIDE —+-j EXTERIOR a ✓ 13 G' L SHORT LONG GLASS TYPE 2 GLASS TYPE 4 9651066 / SIDE . .. . . . . .. . .. ... .. . . . . ......................... SHORT SIDE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as comeMin• Mth e e Florida SuNdiUCLA-1ny bode 17-0614.11 Expiration Date 02/1912019 NO CHANGES THIS SHEET. c c2 Y U !Y � O �q&+ 0 N w a 0 °o Z � Lu Z N y ui w 17- Q L) • � o z CD a«`e oti> 2 z 0 N tl g , O Q c�1 6 2 K 7Aa4S N aG 2 OWar 05 Z W U s} x w na LL 0 ai✓1 ". nrT sale eHNN,,''• * , No.55705 7'4111 tl llll' A LYNN MILLER. P.E. P. _" W705 TABLE 5, Window Design Pressure (+I., psf) forC4mss Type 5 LagSw pl 87.718 72� T6--1 80 84 88 92 96 10D 104 7Da V2 30 +MA25.4 •9C1-120 +901-1t55 +90-111.5 +90-108.5 +0-106 +90-1045 +91YAM5 -90.1026 32 +90-116.9 +9D'-110.8 +90-105.3 +90401.6 +V-IX7 +901A57 +90-923 .B +90-90.3 +!49.0 +149 34 +90-108.9 +MAN a90-Wd : +90A5.1 +90-9t8 +1-89.2 +1-84.4 +1-81A +140.1 +/-79. +1.79.4 38 +90-1028 +90-97.1 +W-928 +148.9 445.5 +1426 +1-79.7 +1-772 +1-75.1 q-73.4 +1-72.2 38 +901-98.4 +W-92.2 +/-W1 -91112 +1.8D.7 +I-7&1 +1-75.2 +/=725 +1703 +168.5 +i4M,3 40 -94.0 +16&2 +i-82.6 +1-79.8 +/-77,2 +1.74.3 *171.3 +167.9 +tt&l +1-63.4 Tal. 42 +90- 1.3 +1-84. +! 7 +1-77.4 +l74.3 +/-71,3 +168.2 +/-547 +/616 2 44 +1a 3 +/62A +/.78.9 +1.754 +1-72.1 H6&9 +/65.6 +1622 +/59.7 +I-57.5 48 +I-854 +140.8 +1-77.2 +/-736 H-70.1 +1,868 +163.5 •1603 +! R.7 48 -827 +1-79.3 +1-75.6 +/-71.9 +168.3 -1449 +161.5 +/S82 50 +1409 +1-T7.5 +1-741 H-7o3 +168.7 +/631 +168.7 52 +1-791 I +1-75.6 +1- 4 +1-88.8 .466.1 +1$1.5 • 54 +!-T7.4 +l-T3.6 +1-70.5 +167.3 H63.5 58 +1-758 +I.72 +16&6 +1 -3 ._._........_. 58 +1-74.2 1 +I-70.3 +166 @ .. 80 +1-727 +168.7 H65 82 +1-71-2 N67.1 84 +I ffi +!ffi.5 08 +1689 U-TIE 1 +167 TAPA F A- ... . . ........ Window Design Pressure (+l•, pan for Glass Type 7 We87-7 B 1 72 76 1 80 84 ss 92 100 104 f08-1/2 30 +90.13D +901-130 +80-130 1 +90.128 +901-122.8 +90/-119A +9a-118.t +90-117 +901-415.9 +9a-1127 +9(y-lms 32 7 0.130 +901-125.1 +901-118.9 1 +=-114.8 7901711 5 +9D/-108.1 +901104.3 +90-1024 +9N-102 +90/401A +94.7 34 +90-123.1 +90-118.4 +90.111.7 +9D/-117T5 +90.10.1.8 +9049.7 +9045.3 +90421 +OW-W5 +140 36 +90.118 +W.108.8 +90404.8 +90i-100.5 + 8 + a3.3 +/-00 +/47.S +/44.9 +/$23 +1-81.2 38 +90/-1%2 +9a'-104.2 +9047.9 +M-94 +9W-0t.t +1 .2 r1.84.9 +i .9 +/-79.4 +1-78.d +/_74A 40 +90'-108.9 +9049.8 +80+-014 +W410.1 +/-87.2 +I-04 M-00.5 +1-78.7 +/-7&6 +/-70. +149 42 -1 2 +90 7 +90412 +147A +144 +/410A +07 +03.1 +1.69.6 +/98.9 +/$5.2 44 +90.88.7 +M-93.1 +149.1 +/$52 +141.4 +l-T7.8 +/-74.1 +/70. +1-675 +1.63.9 46 r(KW .5 +W-81.3 +1-87.2 1 +/-832 +/.79.2 +175.4 +/71.7 +1458.1 +l45.1 y +W.015 +149.6 N-%.4 081.2 +/-77.2 +/-733 +1 +/668 • W +904 A +I47.6 +/43,7 N-79A +/-7.3 +/-71.3 +1•67.5 ' 62 +/49.4 H-05.5 +/-81.8 +07.7 +1-73.5 +I-09.5 a 54 +147.5 +/43.4 +172-9 +A76 +/-71.8 68 +1-03. -141A N-TI.s +I-73.e 58 + 43.8 +/-79.4 r/-75A 80 +/421 +- .6 +1-73.5 -- m 6q -78A +1-74 58 +1-Tr.2 ' 67718 +1-74.9 7I1 @'LAMINAT£l) GLASS STACK ` .090' $G INTERLAYER 3/19' ANNEALED GLASS 3I16' ANNEALED GLASS 4' C USED AT CURVED---- FRAME MEMBERS ONLY 2g 5/8' 11.7/8' O.C. MAX. CLASS BIT.- I-..-- LONG SIDE 1.2 T EXTERIOR i�Z SHORT ��•-^ 13 SIDE i GLASS TYPE 5 t f •+- LONG SIDE --� SHORT SIDE " -- TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16' NOM. GLASS STACK ...... ........ _ 7116' LAMINATE -...� GLASS STACK j 3A 6' TEMPERED GLASS 3l16'ANNEALED GLASS 3M6'ANNEALED CLASS r _ 7/16' AiR SPACE SG DNTERLAYER SHORT SIDE 5 USED AT CURVED 5!8' FRAME MEMBERS ONLY 29 u 0 11-7/8. O.C. MAX. GLASS SITE N07ES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WR}0N. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FBWFRAMED WINDOWS. SIDEG ExrER oR 21 13 vv-- GAL 'jaJ 7 • • • • • • •-.__.._.._ • • • • • • • • • SHORT . .. . . . . ... . so ode 00 ad • • •• • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED ii Be d n,, =with the Fi0l1Ai WAIN- 17-0614.11 Expiratl•i Date 02/1912019 NO CHANGES THIS SHEET. s a w K U � n� uG tOn o o O Iqj CJ O A.R Z RB N LL o U L) • i O aM0 IJU e} W J ` C 0 I- > :f 2 C3 M LL 5 J Q o t (p w 7ax6 fA !n O U Ui Zm III,s O a Z NN p Ci 1� °5 uuuUUU�ry w ul 33 X w ICLCLI LL 0 LYNIyM/.. '�.•' 1•ICFJV,p * No.58705 �'11iS70NAL A LYNN MILLER P-E- P F a AA]fiF Window Design Pmssafe (4�y pat) for Glass 1YPes 6 & 8 L 67-710 1 72 T6 60 84 88 92 96 too 104 t09.112 112 lie 120 124 128 132 135 1 144 30 +901-130 AW-130 •9fr-130 +9DI.13D «W.130 +9M-/30 +90'-130 +W.130 «9d-t3D r90t-130 +9N-130 +90(-13D +901-i30 +90I.130 +90/-130 +1MU-ti7 +9W.t30 +9G-t30 1 +904t30 +W-130 32 •90-130 - 0.130 .%-130 +90-130 +9q-130 +90.13D +90-130 +901-130 +10AZI0 +906130 +901.130 +90.730 +901-13D +90.130 +W-13D .W-130 .90-130 +901-130 •90- +90+•130 34 -t3D +90T-130 +90-130 +9d-130 +9W-130 +80-130 +90-130 +901-13D +901-130 +90-130 M-190 -130 +90-13C +90f-130 +90.130 -WA30 . 38 . 0d-130 +90/-130 .90f-i30 +901-T30 +90'-13o +w 130 + -130 -1 _130 +961.130 +901-130 +901.13D +9C4-13D +91Y-130 +9d-t30 +WA30 38 +901-1 +9Y-130 +90i-13D +W-13D +90'-130 +90.13D +91Y-13D +90-13D +9d.130 +901-130 +9a-m +90-130 •90f-i29.2 +9777 7.3 _ 40 +90-13o +91H-13D rg(y-i3o +90-130 .—= +901.130 +90-i30 +90•i30 +90-130 +90.1 .• +901-123.2 +90/-122 42 •130 +90i•13D +90-t + - 0• +90f t30 +9N-130 +90-130 +--129.3 +90'-1212 +9ry-tt9.7 +90-1 18.4 M +90/-t3P +901-130 .90i-130 +90.'-t3D +901-130 *90-t30 +90i-130 +9©-124.5 +90'-119A +90f-its c - 46 +90-130E"I0 +9oi-130 +90'-13D ♦9&-13D +9W.126.9 +W-12D.b +9V-t15-3 46 + _1300 +9W-130 _+9tY•13D +90`-13D +90-130 +901-129.7 +9N-123 +90'-116.5 ._..............__..._50 _$ -13030 +901-13D +9N-130 +901430 +9NUA .2 W41-119.S2 +W-13030 +9V43D +90-1 +901-130 +8881-123 54 +901-130D +901-13D +901-130 +08 81-127.156 +96-13D -13D -M41-129 +g01-13030 +9d-13060 +901.13030 -M,G-124.62 +901.13030 64 +931-130 06 1 +90.13D 67-718 1 +90.130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG CIMENSK)N. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7116' LAMINATED �__._ GLASS STACK ' .09V SG INTERLAYER 3116" MEAT 3M6• HEAT STRENGTHENED GLASS STRENGTHENED GI 11 USED AT CURVED —1- FRAME MEMBERS ONLY 2y rS" O 11-719" G.C. MAX GLASS BITE EXTEROR a GLASS TYPE 6 1-1116' NOM. GLASS STACK 7116" LAM WATED ~1 GLASS STACK 3116" TEMPERED GLASS ' 3116' HEAT STRENGTHENED GLASS /Ir HEAT STRENGTHENED GLASS 7116' AIR SPACE_ JJJIII— W SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ I1.?Ar O.C. MAX EXTERIOR a SIB' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. / i LONG / SIDE La---- LONGSIDE SHORT ` SIDE� 11-+-- LONG SIDE --+«•I j } SHORT ` '!LONG • SID4 • • • • • i • •7� I SIDE 00 SHORT SIDE • • •• • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as coin id with the Florle. B•Iidiw I Maio NOA-Na 1743614.11 Byllratio• Date 02/19/2019 NO CHANGES THIS SHEET. "s s rA �u Oul a� w o r Zh U- _I �V0 U W V 00 ma O Z v HycN 0�rla i LL 0 W J Q . Q F- $ 4 j LU I'x�1s 49 si ? IX to O 1n Z G af awg LL Z SL O Z NN ~ O r; OP X W a.� lt. O a apl '�rr0 s , � ��•'• * No. 58705 115 S��NA�IENG\. A. LYNN Mr I GR P-E- P•E.9 5SMS EDGE DISTANCE INSTALLATION TYPE A 7" 4 WINDOW EXTERIOR BUCK HEIGHT <73 TIP -TO -TIP 1: WINDOW HEIGHT" VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - (I 2-3r4• Z( WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET —`--' EMBEDMENT V4' MAX 1 `sHLu �TYR ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET USEDAT CURVED FRAME MEMBERS ONLY 0 11-7lr C.C. MAX. 114' MAX. SHIM STEEL SELF -DRILLING SMS (G5). SEE TABLE 8, THIS SHEET TYPE •B•`._ i EMBEDMENT 1X SUCKSTRIP, SEE NO 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND T EDGE DISTANCE PER SUBSTRATE, EDGE F SEE TABLE 8, THIS SHEET DISTANCE •. EXT(nE'�RIOR l CONCRETEICMU 4 V ` PER ANCHOR VISIBLE LIGHT WIDTH = REQUIREMENT Ilr WINDOW BUCK WIDTH-2-3/4' WINDOW BUCK WIDTH TIP•TO-TIP WINDOW WIDTH — )+-- HORIZONTAL SECTION A -A r� 1 INSTALLATION TYPE C — EMBEDMENT IW MAX SHIM INSTALLATION METHOD 0 - INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIANI-DADE APPROVED MULLION (SEE SEPERATE NOAj ALUMINUM, $TEE RIMING OR STEEL STUD. SEETRATE PROPERTIES, T 8,THIS SHEET 1 _114' MAX SHIM IX WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET -- 1 CONCRETE PER _OMENT.. ANCHOR ' REQUIREMENT ION EDGE TYP• ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THI HEET VERTICAL SECTION B-B CONCRMr,MU PER ANCHOR Anchor S1Mtrats MkL Edpe Disba rce Mtn. Ernbedmanl Paz O.C. sp-kv 812 or I14 410 SS ScmW ne 5. >2' AutOkx OD53 5 _ Ali'-- A36 $teal ww 0.083" 12, Steel Stud, C 33 MI.. 3/r O.04r 16 Gs IT Yt2a/H4SbNSoteW(CD5) P.T. Southern Pine ISG+O W) Sltr 13fr --12' - 17 Aumkaxe, 8063T5 min 3'r 0063' A36 Sted Sir 0.oer• tr Steel Stud, Dr. 33 wilm 31r O.C45' 16 Ga) • 1r V4' 410 SS GeteFkx ufvmut Q OMU, (ASTM C60) 2-11r 1-114' tr Commie Qnin. 3.35 ksq 1• 1-YC 1r tl4' Steel U12WM . CMatNe . 2.85 ks 1' 7814' tr C> ..I. "• 2.85 ksi) 2-1/2' 1-Nr 12' Unplouted C MU, (ASTM C410) 2-1 1-114• 12' Gm~cMU TMCW 2-VT 7374' 12- smw St" U l&w- CaKm. (m>m 3.5 ka0 7-V4' t3l4' 12' Gr"W CMU STM C-90 2-117 1 W r1 12" ' MIrY. 'UNGROUTED CPU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOI_I.OW EMBEDMBNT *4ODGb • • • • • • DISTANCE LIMITS. 0 • • : : : • • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BUCKS P40SE *IPA_ • • • • THICKNESS IS LESS THAN I.11r. 1X WOOD BUCKS ARE OPTIC IF Uy� TCA�4 Bt • • • INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED R�2t'ARA A/r • THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MENIBE•SHAL• W*QF A SITE TO, • • • PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • Ilk: Fr Mh. F. • - d $—a 92 W 120 W • 410800 90 W itOktl Elan UkmCmn• Iss ksi 777 kd 410 SS Elno owwo 12TA W tF9.T W 7 k kal b ksl 9a38 to Gr. 33 *tZd-9 33 W 45 W 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM Ef WAVJNDOA OR W WCI•NOA • • • • APPLIES TO WHOLE SYSTEM • • • • • • 0.0 ... • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED I s C000 ng6od� 1th tlr Flats. Hwy 17-0614.11 Expiration Date 02/19/2019 W 3 > d M a 3C � u �d r N Lu Q 4 (O N LU CO QJ Z W `D z w t` 8 v W �8 g o f� ?1u. �W z P p 3 0 J Z O m • 10 Z J )z- 5 Z Z W oc Na LU z O LL U. a0 LL U. •U\GEN9F =0. tTE5r7�f(Y�� ";7, l0NALj\\\\ A LYNN MILLER PE. P.F..a 58705 EDGE DISTANCE INSTALLATION TYPE E �EXTERIOR a WINDOW 1 BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK f HEIGHT- 2.3 4" i 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT L EDGE DISTANCE 1/47 MAX TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET USED AT CURLED 1 FRAME MEMBERS ONLY 0 11-7tr O.C. MAX. 1/4' MAX. SHIM STEEL SELF -DRILLING SMS (GS), SEE TABLE % �. THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G �— EMBEDMENT 1i4' MAX SHIM I CONCRETE/CMU PER ANCHOR REQUIREMENT MIAMLDADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET r114' MAX SHIM 1X WOOD BUC KSIRIP, SEE NOTE 2, THIS SHEET • '.. CONCRETE PER EMBEDMENT ANK,'HOR yy , • .. a EQUIREMENT INSTALLATION EDGE F TYP. ANCHOR TYPE. EMBEDMENT TYPE DISTANCE .. AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D INSTALLATION TYPE F 1X WOOOBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ 11 V VISIBLE LIGHT WIDTH 5 WINDOWBUCKWIDTH-23W - WINDOW BUCK WIDTH HORIZONTAL SECTION C-C ram c a EMBECMEM EDGE I� DISTANCE CONCRETSCMU PER ANCHOR REQUIREMENT Anctw St"bme DkV� Mh EmDedr.XW S kv 012 a Ki4 410 SS Scn .T. SouBxm Pkp 9/16' t it Akm*mm. &163T5 min, IT 0. A36 S*d 318• 0.063' • 17 steel Stud Or. 39 min. — OA45' 16 Ge • 1T ii2 aM74 Skx! Set•w (Gfi) P.T. South m Pop (SG=0.55) w11Y 1'6f6' 12, Afu ir—m, 6063-T5 mka 0.0sr • 12, A38 Steil 318• 0.06r • 12' Sted Stud or. 33 2 MI, MOOT M8 G4 12' 1f4' 410 $S C.ls[eFMa C MU. "TM G-90) 2-I r 141VV 1T Commis (m)n. 3.35 k41) 1' t V4' 12, 114• Steel Ul— Gommte mkt 2A5 k.1 I' 1314' 12' Comte (men 2.85 ke0 2-1/2' I-wr 12,1 (ASTM C4i0) 2-1/7 1-114' it Gmutod CMU, 3 C410 2-117 I-V4' tr Y16' 9t•el Illbecen � (nh• 3.5 Kai) 1-VT 13/4' 12• Gmuled CMU. As C60 2-t/r ty4' iT -MTh.l 41M.K- .tft Tl .1-----I—I- 4JNGROUTED CMU' VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. INSTALLAnON NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2, WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BU0IC'WI4MQOTML • • THICKNESS IS LESS THAN 1-12". 1X WOOC BUCKS ARE OP*OVAL IF UNIT CPA BE* • • INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS ICTED A9 7X')" 1-AT • THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF B T94 BE• • • ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORrry IjA•A%lw7OICTjI • • • 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Y••W -"AQftome tuk P, Mka F. 22 kW 12DW 10 sew Wksl llow 135 W 177 W 0 n• 127.4 k o Tt1it7 ka1 TS 16k3l_ 22W A366" 361d 56W Gr. 33 5" Sod 33 kd 45 kal 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITAER W%5M OR MULLION Naps • • • APPLIES TO WHOLE SYSTEM. • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. m Y U a In Na p c- cq UN of f LIJ O Oo n ��n+ Z Z L+• f0 n s � uew p = W oO 0 2 U_Ud o� UJ 7 as H Z O 7N0 o p S p O Z ug 0 2 Z Z LU O J NN LU Q r o� Ll X LL UJ oa a3� �sr0 aue5 LYNN*',,,� '., FLORMI'..-{ �# SS10NAL �l •a`\ 'n1n11t11` A LYN N MILLER P.E. P.E.# 56'tW PRODUptCT�pREV13ED 2x WOOD SUCKSTRiP INSTALLATION INSTALLATION B 1., Cy�wflh UI• Fiends TYP. ANCHOR TYPE, HOI4440. 17-0614.11 EMBEDMENT AND EDGE EMBEDMENT — /—OR FRAMING, SEE TYPE J TYPE K NOTE 2. THIS SHEET DISTANCE PER SUBSTRATE, EDGE MKPka90e Datr Wl9J2019 SEE TABLE 10, THIS SHEET DISTANCE 1 1(4� MAX —•y.i {,,.__ EDGE DISTANCE+— .—...._ EDGE I SHIM l�iN•m tConttol , DISTANCE I 2X WOOD BUCKSTRIP INSTALLATION - C`..� I 2xwoopeUCKSTRIP ----TYPE I -- (I U I OR FRAMING, SEE ! E I� OR FRAMING, SEE ._ —_ i NOTE 2, THIS SHEET —_.... - NOTE 2, THIS SFfrET . � I TYP. ANCHOR TYPE, EMBEDMENT AND II i EDGE DISTANCE PER SUBSTRATE, ------------__...... ; 1 MAX I !� SEE TABLE 10, THIS SHEET f 3 SHIM ! _ I EMBEDMENT I 1 EMBEDMENT l I II i 1 I NO CHANGES THIS SHEET. ! it' {i _ USED AT CURVED s 29 FRAME RE O CMEMBERS ONLY ct EXTERIOR NANOOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2,3/4' INSTALLATION TYPE J 114' MAX. SHIM INSTALLATION TYPE L Ali STEEL SELF -DRILLING SMS I (GS). SEE TABLE 10, I THIS SHEET R EDGE DISTANCE 2X WOOD BUCKSTRIP EXTERIOR OR FRAMING, SEE ('t NOTE 2, THIS SHEET C% �1I4' MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM; STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 1D,THIS SHEET EDGEDISTANCE ` ^ TYP. ANCHOR TYPE, EMBEDMENT I-+— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F-F LJ �, VISIBLE LIGHT WIDTH = —� WINDOW BUCK WIDTH-2.374' +--............................... ........ .._...__.. ... WINDOW BUCK WIDTH ..._......__.._......_. HORIZONTAL SECTION E-E Anchor SUppq Min. Edge D13w" Max. O.C. spaeffy 2-1re z .115' Bar MW P.T. SaAhem Plne (Sa-Omss 511E S. 2.1/? X .131' Common NiA P.T. Saith m Plw 55 3AP 8 2•tfl X .145• Nil P.T. Smemm Ptl• .55 3m 9' *lox 1' Stem Scmw (G5p P.T. Samiein Pine SG-0,55 Irr aF 0.097 Almitim. 6063-75 min. 5116, E 1I1EA365taN 5/18' S" aoaE s � so.r stw cat. a� Snls 5• "MIN.VYd Int(tlWJ tltT ViVu int nC lAI JUtlJ I—IG INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS 2. WOOD BUCKS DEP ICTED ON THIS SHEET AS -1r, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-U2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO S WOOD BUCKS DEPICTED AS-2X'ARE i-112' l G . I ST� VN, TO THE SUBSTRATE OF WOOD DUCKS TQBE ENGINE D Y S OR AS APPROVED BY AUTHORITY HAVING 4JRISDril%N. • • • • • • • • 3. FOR ATTACHMENT TO METAL: THE STIel1LTURALM�1BERiIja118`j • • • • OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYVEM. • • • • • • • • • • • • • • • • • • • • • Md•fal Min F, Mh Fr etW 9•ea e2W 120 tai NfOQ318 /Uurinan fetal 72 tai 3e t. MID . 33 33 w 46 tat ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � Y U a 3 a y o {1 N aiW K N O 5� Oro a� z Z IL ND � O M •�+0 0 ui_Co ;a a� o 'T v $ z Q Z m O �- U I LL 0 4 N 7aa45 O H O a z a cz Q wDx O ~ NN LU Z r W x z as LL LL fill 'an0 aai:aS LY * : No. 541705 O S � I",,�01VAL 1E,G`. A LYNN MtllER, P.E P.EJ158705 INSTALLATION TYPE M EXTERIOR WINDOW BUCK HEIGHT i VISIBLE LIGHT HEIGHT= WINDOW SUCK HEIGHT- 2.3W 1 INSTALLATION TYPE N a �J EWE DISTANCE 2X WOOD BUCKSTRIP EDGE Oft FRAMING, SEE INSTALLATION TYPE M DISTANCE / NOTE 2, THIS SHEET . EMBEDMENT 114' MAX EMBEDMENT SHIM V1'OOD SUCKS) RIP 1 - OR FRAMING, SEE 1!4` MAX NOTE 2, THIS SHEET 1 I � I 3 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET L r USED AT CURVED DANCE FRAME MEMBERS ONLY 11-7/8' O.C. MAX. _ _ _ CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4'MAX. SHIM rr� INSTALLATION TYPE 0 STEEL SELF -DRILLING SMS (G5), SEE TABLE 11. THIS SHEET INSTALLATION MBEDMENT TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TASLE 11. THiS SHEET U ' VISIBLE LIGHT WIDTH = I'WINDOW .. .......�. W W DOW BUQ(WIDTH - 23/4' WINDOW BUCK WIDTH HORIZONTAL SECTION ANCHOR TYPE, TYP.EMBEDMENT TABLE 15 SH=ET �C,I N EXTERIOR GE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION SHIM (SEE SEPERATE NOA), ALUMINUM, �114"MAX STEEL FRAMING OR STEEL STUD. . SEE SUBSTRATE PROPERTIES. J�1 I � > OBi I i I • . EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR V Anchor SUbstste Ma Edge datsllce Embo*rwd Max, O.C. 012aA14410SSSan1w .T. Soulhem G=o 55L smir 1 3. AkW*van 6063-T5 mIn. _ 316, 0.063"' 3. A36 Sted 3w 006T' 3.r Steel 3tucL Gr. 33 min. 318' 0.045' 18 Gal ' 3.T 812 0 #14 Stoat! Semw (135) P.T. Swftm Pine Ga0.55 8/16' 1-&r 3.T Audtaim 0063T5 min. 3!8" O.osr 3.7" AV Stets 318. 0.06Y' 3.7' Steel Gr. 33 min. 0.045' 15 Ge ' 3.7' 1/4`410 SS GeteFiez muW CMU ASTM C40 2-117 1.114' ex Ccmmte " 3.35 KW) 1` 1.314" 6.7" 114' Steal l4Uacon Concmte min. 2.85 kd 1' 1-3l14' 6.7" C•a�mmh 2.1% kd 2-1/2' 1-3/8" 6.T mutod CMU ASTM 2-11Z 1-1/4' 6.T Grouted CMU. ASTM G80 2-1!T fal4' 6.T 5/16' Sleet Ub . Oonorde kL 3.5 k 1-114' $_aw 6.i OraBed CMU TM C-fl0 - 2-112 T 11,TH ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, 'UNGROtITED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THIS SHEET INSTALLATION NOTES: • • • • • • • • • • • • • •• • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DiST1WCEL1l�NT5. '•'�••. • • • • 2 WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL TFUCK ES3 `S LESIS tT {yy-1!�'.1) • • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUdS I D AS ARE. I Arr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JUR.'SDICTION. 3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FVLISUPPORT TO -WE • • • WINDOW FRAME. • • • • • VERTICAL SECTION H-H • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOI� ;VFS Tp rd� SY'`VTEM. • • • • • • • • • • • • • "a,. l Mkt Fr Mh F 92 KM t20 kai 410 3- 90 kal 110 W _ Ekw UbvO" 165 kel 177 W 410 SS Eloo 0010FI•t0 127.4 ka 1"7 kd 6063375 AkrNaen 16 kN 22 otl le kw 66kJ 0r. 33 Ud 0 33 ksi 45 kai ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as n wtth the Fbwm. HOA-ul.mlmo. 1 T-0614.11 Expiration Dat•_02/19/2019 JR-06MI7-UPDATED ANCHORAGE TO FBC 2017. .4 uj r7 a Y 3 U � cD 0. m o s r Z = ui U L) • W 0 rLL- g W D O a41a g o H 7aaw5 co t Z 0 In W ~ Z NN LL Z as W LL atll �za0 sate ALLCORNERSTO i USE GASKET I ANDMR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES W CORNER FRAME ASSEMBLY EQUAL•LEG FRAME VJGE FRAME ANGLED/CURVED FRAME ASSEMBLY 1 EQUAL-LEO FRAME —FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES I90•CORNER FRAME ASSEMBLY m I ER ALL CC ERSTO r i i 10 USE GASKET I AND/OR SEALANT ANGLED/CURVED fRAME ASSEMBLY R (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS •• ••• • • • • • •• . .. . . , . ... . .. ... .. . .... • ••• • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED "a* wNh 1h• FIwW supdf•p IIOA-llo. 17-0814.11 "ratl•n Dab 02 I912DI9 NO CHANGES THIS SHEET. r. w x U . oh N m � a O U N L1 ajOO 0 �Nq ❑ LL O n r (Wj d • W ❑ -NAC LU j w r O Z rn Z O ZZ m F p LL O zzdp U) N �asys Q F- � O Z cq � Z w n� LU ?� 2 O as LL m aNl 'xaC caws �•,� Qw LYN/yCrN No.58705 S G � oll�.'� - a S '01VAL IE?G`. A. LYNN MRLER, RE P.E# 68706 him PGTPart# Description Material 1 425X - Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 8063-T5 4 4265 7/18' Lem). Glass Beadng Alum. 6063-T5 5 4254 I.G. Glass Beaft Alum. 6083-75 6a 4270 Installation Fastener Cow Alum.6063-T5 8b 4224 installation Fastener Cover Rigid PVC 10 705811C IGasket (at W comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 -/-1 13 Dow 7g1, 8W or GE T700 Backbeddlnp Silicone 20 718M Setting; Block, Mora. 3/18' x 7/1W x 4• Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.O. 3118' x 13/37 x 4' NeoptNre, Duro. 85 r/_1 29 46 x 1-1W FH SMS Stainless Steel 30 781PQX - #8 x V Quad PH SMS Stainless Steel STRUCTURAL POLYL06UMENE WITH DESICCANT EXT. GLASS / 75 KODISPACE J 4SG TPS STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT' GLASS EXT. GLASS-4 278'r ...-. _-s-( 2.784' .074' r .067 F.074" .pBY 11 1.376• 1.875 .43lr f .500 .43W 1' LL . .05T�" -T FLANGE FRAME O EQUAL -LEG FRAME #4253C,60B3-T5 #4265,6063-T5 =1970• h - - ETS' DWI 7/16' LAML 4 GLASS BEADING #4255,6063-T5 ELT BUTYL ALL REII 31'6* NOM, stle. BUTYL a DESICCANT FOAM EXT. GLASS / C(�v �-INT_GLASS SUPER re SPACEONXT- Part# Description Material 75 KOmmerling 4SG TPS Spacer System 76 Quanex Super Spacer nXf with Hot Melt Butyl See this Sheet for Materials 77 Quww DuraseW Spacer 78 Cardinal ?L Edge Spacer i ---� �— .34a' .8 JJ75__ _- 060' LG.GLASS 5 BEADING #4254, 6063-T5 V( /� —INT. CLASS DURASEAL(D 0 SPACER 2.784' Aw .074• 08Y 1.375' 1 _* , r� 1,t2S 07r O3 FIN FRAME #4256,6063-T5 .0&r+ INSTALLATION 6a FASTENERCOVER #4270, 6063-T5 POLYISO- DESICCANT FILL AREA BUTYLENE 5/ir NOM. SEAL SILICONE SEAL ROLL -FORMED STAWLESS STEEL INT. GLASS EXT. GLASS -- 7B XL EDGEr'" SPACER •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• •00 • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED =dkV na -ft the Pl-id. 111110w-N4 17.0614.11 Explretlon Det• 02119/2019 NO CHANGES THIS SHEET. s` �2 ro Y U w 3 N wN > `v O n 4 •,57 o Co Co O uj d -jCq 8� w Zro0 n LU �� i 1w- z ul o Z O 0: r tL g v° o O Z $ El) (0 ,�vs 6 Z Z W 3 0 z z au w X O as LL m UCENSF * No.58706 ' AL 0 A. Lym MILLBi, PE. P.F.• SS105 M IA M I -DARE MIAMI-DADS 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 ICE OF PTANCE (NOA) www.miamidade.sov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued and the applicable rules and regulations governing the use of Gdd tft;ction materials. The documentatio submitted has been reviewed and accepted by Miami Dade Cou$q RER - oduct Control Sectio be used in Miami Dade County and other areas where alLoeNyS4 by the 04ority66 • • • • Havi AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami Da4e Cougly Product ; • • • •; Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami-4)ecfe Codty'}ire'serve • the right to have this product or material tested for quality assurance purposes. If'thtrproduct•aiematerial ..:..' fails to perform in the accepted manner, the manufacturer will incur the expense of s'ticlf testing and tke AHJ • • • • • • may immediately revoke, modify, or suspend the use of such product or material NiffliXtheir jurisdiction. • • RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County ProdavtmCentrol " Section that this product or material fails to meet the requirements of the applicable code.• • .... This product is a comply with the Flori'4&BIAlding Cod mng the High Velocity Hurricane Zone.- ��- ESCRIPTION: Series "CA-740" Outswing 111timinurn ndow - L.M.h� APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement ow Details - LM & SM", sheets 1 through I I of 11, dated 08/08/12, with revision C dated 05/25/17, prepare y manufacturer, signed and sealed by Anthony Lynn Miller, P.E�ban;nghe Miami —Dade County Prod ontrol Revision scam of Acce tance numbzami-Dade CountyProduct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other 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 bbilding Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evident es E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 r� Expiration Date: April 11, 2023 Gi(o Approval Date: September 14, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.12-1218.09) 2. Drawing No. MID-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. • • • B. TESTS •••••• •• •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per*M, TAS 202-94 ;... •; 2) Large Missile Impact Test per FBC, TAS 201.9.4 . • : 0 • . , • , • • • 3) Cyclic Wind Pressure Loading per FBC, TASZ63,94 000 0• along with marked -up drawings and installation diagram of a PVC• sliding gla.6 door, • • •... a PVC fixed window and an aluminum sliding glass door, usinj:'Wdispace 45G TPS •, spacer system, Duraseal® spacer system, Super Spacer® NXT17 ;spacer sysi6mJid XL" EdgeTM spacer system at insulated glass, prepared by FenestratiNuTeWrig Laoratory„ • • • •: Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated • } 106/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 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 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 CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218,09) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P .E. Product Contro Exa ner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for Vjehil "Kuraray SentryGlas® (Clear and White) Glass Interlayers dated 06/25/44 expiring on 07/04/ 18. • • • • • • F. ..... . ...... 1. Statement letter of conformance, complying with FBC 511 Edit V(201q) 2p60 �i•with..... • FBC 6th Edition. (2017), dated August 29, 2017, issued by marnqf-&eturer, signed and..: sealed by Anthony Lynn Miller, P.E. ' • •. • • • • • •; • 2. Statement letter of no financial interest, dated June 9, 2015, is ued' by manufacturer, • • •:: • signed and sealed by Anthony Lynn Miller, P.E. ; • • •' • • 3. Proposal No. 16-0125 issued by the Product Control Section, da edMerch 04,.2016, signed by Ishaq Chanda, P.E. • • • (Submitted under previous NOA No.16-0629.21) STATEMENTS G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/ 11 /18 . Manuel P e P.E. Product Contro x finer NOA No.-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 . . . . . . . . . . GENERAL NOTES: SERIES 740 IMPACT -RESISTANT i CASEMENT WINDOW • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WNTH THrm REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE EBfjl REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30• IN AIM • OUTBOARD LITE (CAP) MUST TEMPERED. • 3) FOR MASONRY APPLICATIONS IN MIAMI.OADE COUNTY. USE ONLY MMMIQADTF COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR *MHOR • Is EVALUATIONS WERE SOUTHERN FINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-12- THICK ARE TO BE CONSIDERED 1 X • • • ESIGN PRESS11RLa RATING IMPACT RATING ♦ . . . yARi y RATED FOR LARGE & SMALL • • SEr•SHF_QS 40 I MISSILE IMPACT RESISTANCE 604, • • ♦ :3T WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL 4' MAX 4 • • • • ♦ • B, SEE SHEET 2 • ♦ • • • • • Is • 17-1/2' MAX. A i \ A. SEE O.C. l SHEET2 INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED t \ DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR I GREATER, I AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY I \ TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 1 IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 69' 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLEOR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT TABLE 3. SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL (DLO) SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION i I SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 6' MAX, O.C. SHSLAMINATED ASS Olss STACK STACK ow•TROSSOL"bve ' BY KM"Y _I-- a 36 3 "' NDM. GLASS STACK USEANCHOR PAIR AT EACH I Ir A• EA ED OR JAMB IF TEAPEIEDGLASS HEIGHT IS-• 26' OR OVER EXTERim INSTRUCTIONS. ' I / 76' HEIGHT 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS / NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED I TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I/ 7) DESIGN PRESSURES: I A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E,300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAU .......................... CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. II _ 14-12" MAX. O.C. IF WIDTH 1S a MAX. 33.476' & OVER (HEAD & SILL) 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 30^ VISIBLE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE �"'-""."" OPENING (DLO) 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF TYP. ELEVATION OF CASEMENT WINDOW ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER —� DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CODES / STANDARDS USED: BUILDING CODE FOR CORROSION RESISTANCE. •2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION -2014 FLORIDA BUILDING CODE (FBC), 8'TH EDITION 9) REFERENCES: TEST REPORTS FTI-4065, 3579, 35W, 3724; ELCO ULTRACON -ASTM E1300-04 NQA; ELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL •ALUMINUM DESIGN MANUAL ADM-2015 TABLE 1: Glass Types S11e•L iF 1 5tt" i(1/8An-.090'PVB-V8An) 5 2 ' Lams 3/18 An - .090" SO - 3/16 An) 8 3 7/10' Laml (3116 HS - .090- SG - WIG HS) 7 4 7/8" Lami. IG (1/8" An - 7/16' Air- 118" An -OW PVB -1/8" An) 5 5 7/8" Lemi. IG 118" T • 7116" A)T - 1/8' An - .090' PVB - 1/8" An 8 8 7Ar Lams. IG (3118' An -1/4' Ail- 3/18' An - .090' SG • 3/16' An) 9 7 719' Larni IG (3118' An - 1/4' Air- 3116' HS -OW- Sc. - 3116' HS) 7 8 7W L.aml. IG (3116" T - 1/4' Air - 3116' An - .090' SG - 3116' An) 9 9 71W Laml. IG 311W T - 1/4- Air - 3/16' HS - .OW SG - 3I16' HS) 7 'PVB'= TROSIFOL VS BY KURARAY AMERICA INC. SG'= SENTRY BY KURARAY AMERICA INC. •ANSI S1013-12 .AISC 360.10 GENERAL NOTES .............................I ELEVATION ....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ._.......... 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ......... _.......... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILSlBOM.............. 10 EXTRUSIONS/SPACER....................11 No. 66706 F •. LOR1O .• � � A I. MILLER, PA T/1O NAT GLASS GLASS STACK Ow-sTleY MMARAY tir GU&� 3SANNEALEDOS[IV EARNKN•AF,AYLytOD. DRYEI-STREN _ EXTERIOR k3a n I I 11/16" GLASS BITE TYPE 1 / GLASS TYPES 2 & 3 �// TB'HOM SMB' LAMNATED OUSS STACK � 7116' LAMNATED GL.A.55 STACK GLASS STACK ...... /1B-ANFALED GLASS ` 3+16'ANNELLED OR 1 /.m0'TRONFOL•PVS IWAIRSPACE f ^ MEAT.S'TRENGTIEI`ED CU: BY KURARAY Y1S• AHrEAI.ED - GW S(1DSY KURARAY �• %j AAEIBCJI, INC. GLASS --"�AAERIGAINC. \IV ANEAED 38 3118' ANNEALED OR HEAT -STRENGTHENED GlA ' EXTERIOR it , V1 S BITE /'. 1,11167 GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7 S NOM. GLASS STALK S STACK GLASS STACK ED 3115 ANNEALED OR --` FATSTRENGTHENED F1[.ASS tN'AIRSPACE ,DW SG- BY KURARAY 3718'TEMPERED -_AMERICA, INC. GLASS • NIA ANNEALED OR HEAT -STRENGTHENED cLAss D(TERI-41± T I Vlfr GLASS BITE PFCCUCT Rmsm 3z v � o�Nr�+9 H+m u� FLa;au GLASS TYPES 8 & 9 Aced F irnf pte Rn ise d By: Dale: Ey ..._........_._ r_ .- UPDATED ANCHORAGE JR 05/26/17 PER FBC 2017 I0 Rev;sed Re. : 0a1tc Rav s:an f�ulr ��_ 9 Dsccrfnr;on: Dw.n By: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE T;Ne: Dote: N. VENICE, FL 34275 (941) 480-1600 CASEMENT WINDOW DETAILS - LM 81 SM 08/08/12 cOPYRIGI cml? POT INDUBTRB. INC. Ssnes/ModcL Sco:a: Sfaer. Dec dng Nu. Rey: _"`"G1'.°_._. CA-740 NTS 1 OF 11 MD-CA740-LM C INSTALLATION OPTION 1 EDGE INSTALLATIONANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER Z TABLE 3, SHEET 4 EXTERIOR <17 WINDOW HEIGHT VISIBLE 141 LIGHT HEIGHT (OLD) ATTACHED TO FRAMEJAMB ATTACHED TO VENT JAMB 38 38 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ..•.... .... 000 • • • • • • INSTALLATION Ew! DIsTA1.4CE i • • • • i • • • OPTION 2 �• •• • �CON�fiE'iCMU INSTALLATION ANCHORS • T • • • • • • PER AIICHOR DIRECTLY INTO MASONRY. EMBEDMENT REQUIREMENT —I_ TYP. ANCHOR 114' MAX • 7y*C • • • •.• SHIM • • • • 0-0-0-0-0-0-•E EM • • • • • 0• !!.�' 4� '• • e6USS4RAJE, 000 ; 1 - SEE TABLE 3, • = ^ I SHEET 4. BUCK HEIGHT TO FRAME LIMB 1 EDGE DISTANCE - .. EMBEDMENT OPTIONAL ADDON FLANGE 0 HEAD, SILL& JAMBS SEE DETAIL NOTES: Al, BE 1) USE ONLY SUBSTRATE,APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1.12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED BUCK WIDTH ATTACHED TO VENT SILL 4)/ T BELOW OPERAI 81 82 L ATTACHED TO VENT SIU VISIBLE LIGHT WIDTH (C FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. DIRECTLY TO SUBSTRATE. WOOD BUCKS 10' DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE this. lX WOOD �__ rFl1s TYP. ANC HO TYPE. ,ter• ' �� 1/4' MAX SH EMBEDMENTA EDGE _r DISTANCE PER SUBS TE, - SEE TABLE 3, SH 4. CONCRETE . • •�, EMBEDA INSTALLATION PER ANCHOR ^- i REQUIREMENT OPTION 3 -------- ----- INSTALLATION ANCHORS EDGE DISTANCE THROUGH lk BUCKSTRIP RTICAL SECTION B-B INTO MASONRY. LYNN 'I, 'C • 410EN8E ••. Y * NO, 587M pQ •� ST T �: •<4/�: A I"MLLER P.E INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. 4 EDGE DISTANCE DE APPROVED _ION, ALUMINUM, EL FRAMING OR --•-. .................... WINDOWWIDTH STEEL STUD. EXTERIOR HORIZONTAL SECTION A -A .............. EGRESS FORMULAS: WIDTH, WASH HINGE' WINDOW WIDTH- 13-12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 77-1/2L 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT-6 COMBINATION UNITS• ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ._________- ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 7� INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 WINDOW FRAMES AT 10' MAX ` I 1 / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. I SEE TABLE BELOW: 1 MAX. L--�► SEE DETAIL A2, BELOW DETAIL A2 Rev sod i L----, JR R--d i Addltlonel Anchor Regtlmd an each Side of the Frame Ammbly Tube (FATI LYNN 'I, 'C • 410EN8E ••. Y * NO, 587M pQ •� ST T �: •<4/�: A I"MLLER P.E INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. 4 EDGE DISTANCE DE APPROVED _ION, ALUMINUM, EL FRAMING OR --•-. .................... WINDOWWIDTH STEEL STUD. EXTERIOR HORIZONTAL SECTION A -A .............. EGRESS FORMULAS: WIDTH, WASH HINGE' WINDOW WIDTH- 13-12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 77-1/2L 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT-6 COMBINATION UNITS• ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ._________- ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 7� INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 WINDOW FRAMES AT 10' MAX ` I 1 / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. I SEE TABLE BELOW: 1 MAX. L--�► SEE DETAIL A2, BELOW DETAIL A2 Rev sod i L----, JR R--d i Addltlonel Anchor Regtlmd an each Side of the Frame Ammbly Tube (FATI MAX. L--�► SEE DETAIL A2, BELOW DETAIL A2 Rev sod i L----, JR R--d i Addltlonel Anchor Regtlmd an each Side of the Frame Ammbly Tube (FATI f a Window WICth Anchor pe A 8, C 6 D 17'-25.9' 1 0 2C• 1 1 a LL Wkoow Hmom Anchor Tips I A B. C a 0 Ir-25Ar 1 0 26'• i 1 ote: Revsvn: 05/25/17 H°a'AHGESTHIS SHEET. ate: Few.en. PRODUCT REVISED u —plp-g wish the Fimida BuildagCc& ��,�{{ AcoepueCe Nor-t*14-14 tx�nrnioe Ilr4c /jjfj,3 ut Nh SECTIONS & INSTALLATION I J ROSOWSKI 1070 TECHNOLOGY DRNE N. VENICE, FL 3,275 i11t Wt.: (941) 480-160C CASEMENT WINDOW DETAILS - LM & SM 08/08/12 COPMOrromli PGTeilnSTFA .e1C. Series/Mods Score: Sneet: Drawing No. Rer. ___"" __ CA-740 NTS 2 OF 11 1 MD-CA740-LM C . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... CAAENT; C_ f 9EMEA XX .: . • o AWNING / CASEMENT / FIXED CASEMENT ()CXO) • • • 1�SEE NOTE 7, IS SHEE: FKH� • • • • FIGURE 2: 740 SERIES PANDOW (,. C C /� WINDOW* ED N•• • • • • D F EASSEMBLYGHT • M� �• • • • • TUBE FRAME ASSEMBLY TUBE NOTES10•, SEE MOTE 7, pTHIS%HEET 1) DIMENSIONS SHOWN ARE 740 SERIES TIP -TO -TIP DIMENSIONS FOR EACH —CASEMENT INDIVIDUAL WINDOW. FOR SIZES NOT I /W NDOW J AVAILABLE WIDTHOR HEIGHSHOWN, ROUND UP TO THE T 740 740 IDTH/ E / DIMENSION SHOWN ON THE TABLES SERIES FRAME SERIES CASEMENT_ FRAME 2 ANY 740-SERIES PRODUCT �DOW ASSEMBLY TUBE WINDOW ASSEMBLY _ (CASEMENT, AWNING OR FIXED E TUBE CASEMENT) MAY BE ATTACHED TO / THE FRAME ASSEMBLY TUBE. FOR 740 SERIES - ALL WINDOWS. USE THE WINDOWS FIXED WINDOW j NOA FOR ANCHORAGE, SIZE AND �.� DESIGN PRESSURE LIMITATIONS. •SEE PRODUCTS NOA FOR -- 3) ALL WINDOWS IN THE 740 SERIES / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO —'� EXTERIOR �<'� INDIVIDUALLYCOMPLY THEIR THE CASEMENT fV w i REQUIREMENTS OF THEIR WINDOW RESPECTIVE NOA. \ / 740 SERIES 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE AWNING CASEMENT FASTENED TO WINDOW, AS SHOW IN FOR SINGLE UNITS: ............ WINDOW-' WINDOW DETAILS, WITH MIN. N12 X 1' SHEET METAL SCREWS. USE THE SAME MIN. 11112 X 1' SMS - SPACING AND QUANTITY AS THE 1) DETERMINE YOUR WINDOW SIZE THROUGH i OPPOSITE FRAME MEMBER. AND GLASS. �wcre, er...... oq — FRAME 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED dDESIGN PRESSURE (PSF) FOR SINGLE WINDOWS. ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP, FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED ED 'WTNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. 740 SERIES 1 FRAME \- 740 SERIES CASEMENT EXTERIOR CASEMENT WINDOW ASSEMBLY TUBE WINDOW HORIZONTAL. SECTION GC, FRAME ASSEMBLY TUB ASSEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY -- , TUBE NOT EXCEED 62' IN LENGTH (AS USED IN A 63- FLANGED WINDOW) OR BE y MIN. 1F 12 X - MIS#S12 X USED IN TEE OR CROSS 1' SMS „ _._ 740 SERIES c- CONFIGURATIONS. THROUGH - - THROUGH CASEMENTHOLES I INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS INSTALLET • WINDOW HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR r1 I JOINTS TO BE SEALED BY INSTALLER EXTERIOR a i 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH WINDOW A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E.E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 d 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTrAL FRAME ASSEMBLY TUBE' OR 77ESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP TO-TP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT f W MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. AdtRbml Anchors Repsrsd on each Side of the FgtM A—bty Tube A F n li Window Widdl ArrAm Type A B. C 8 D 17' - 25A' 1 0 > 2(f+ 1 1 u Wlydow H*tt Anchor TVpe A B. C i D 17'-26.P 1 0 Ll 2W- 1 1 F';OI i;CT RENS6D r; Tlyms with the F'Ine(de cpLwce. IY� Sxpirnlicw Dote By a4 u w C')zU 0 °a g d z Q N J J o� U t J Z ❑ Q LL O W W $ C7 h N H ❑ e� 'Z O �O m W in U) Z Z O Y U Y Cf) Q W W Q ' CO � .92 Q o -, o{L EU 1% LYNIV4fA'�,,� �� .•' 10EN ! * ; No.58T05 �Q�•.. S Tlt' C[A urvAl- 0' A L#14A IJllLIEIn, P.E P.E.e 58705 • ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... --- . ••• • iNindoWl►Meho�ii,�,qu�i• • • • • •jvrndftvmh• Under Zr 25.15/16' W-3/4" 1•1D' 1 3S 3T Anchor G-0 0nx0 • 04CIM O+AW • +nthar Andes Graq C D A 8 C D A 8 C D A B C D A 8 C D A 8 C D A B C D Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 u des �" H."Sie2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 '� JAI�Cifmp 2 2 2 2 2 2 2 2 •2• 2 e2• 2 2 2 2 2 2 2 2 2 2 25.19/1r HsaNSX2 2 3 2 2 2 3 2 020 2 4 2 4 3 2 2 5 3 3 3 5 3 3 3 Jarn0 4 4 8 4 4 4 8 •4 4 6• 4 4 6 4 1 4 6 4 4 4 8 4 4 4 36yr Head/S02 2 3 2 2 2 2 2 4 ! 02 4 i 3 2 S 3 3 3 S 4 3 3 . Jam0 4 4 0 6 4 4 6 6 4 4 a 6 •6 t 4 a 8 • 4 a 6 6 4 48" Hoe"Iff 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 9 4 3 3 e 6 t 4 a a • t 8 6 4 4 e e- -4 4 IC- 6- 6 4 10 6 8 4 1 6 8 4 5o�rrj�*.-* 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 S 3 3 ] 4 3 3 e 6 6 4 10 a a 4 10 s 6 4 +0 6 e 4 12 a a 4 1z a 6 4 1z e e2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 S 3 3 3 5 3 3 3 5 6 6 10 8 a e 10 a 6 6 12 8 6 6 12 8 6 6 12 6 6 6 12 5 6 6 �„10 - 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 S 3 2 S 3 3 3 S 3 3 3 10a8B12666/268814886 14ee614e8514886 2 2 2 2 ]222 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 a 6 8 12 6 6 6 14 8 a 6 14 10 0 6 14 10 0 8 14 10 8 6 14 10 6 6 78,12 Hsad'SR 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 Jam0 12 a e a t4 10 6 a U +0 8 6 16 10 a a 18 10 a 8 M" Hsad/SM 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 ] 2 2 1) UJC i ni0 I rvn w.. nr-,v, 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Gmq Anchor SuMtnas Mh Edps ONbnee Mh aG D&t Embed neat A-W Pk•s R.WNW7 812, MN SMS (G6) S. n• 1' 1 _ W03.15 Alin, A30 SMN 3l6' 3Ir yr Sr .06T .060' No No Ae639 tr. 33 31r dS .04r 200k No A 914, d.W SMS LOS) ar114, 410 SS SMS S. PM 510' 1. 1ST m OOe1T6Akm 3/r 61s' .083" No A36 8" 31r ST .06D' No A55.1 Sad Or. 33 SW 6/r .045• 20 Oa. to a 114, saw Utraoen 2.0& C>orwrals 2-7/Z 4" Ilw No Hokxv Oink 1' r id/C No Ik*=Bkck 2-VI r IA W No 1/4' Wd Uk_ H.WW Bock 1" r 1.11r Yes C 114. 41O SS cr.t.Fl. 3.3& Canenia Y r 1314" No Holaw bkx4c 71 r 1-1/a' No sm a w SMS (06) a 012. 410 6S SMS 8. PH wr 1" 13K Yet sod'-75 Akn. 31r BAT .071r Ye A36 80.1 &W 6Ar .06r Yr A663 S tr. 33 Vr SW .045'is C1& Yes 414, d.W BUS K+5) .014.410 SS sNS S. Pkw 61r 1' 1ST Yas - 606&75 Alm. 31r aT .0113' Yea A36 Ska1 &W Srr Aw Yaa As69 Stud tr. S 3M' &T .045" 1s G. Yes D Iw a"Ukacon 2.8& Conaaa 1' P 13Nr Yr 2Alk Carcwb 2-1/7 4" I-W Yea M16ow SI k Feed 81ock 2AJr 2-117 S• 4' I.1/4' 1-aw Yes Yes 1H• 410 SS Cadamm 131k ConaVA 1' r 13K ru 3.36k Cercrets 2-1P1' r +" rss Pillow 8l k 2-IM r 1414 Ves 6114' Meal lAtmcar 3.6k Cbns.e 1-114" r +31r Nd HA -mock 3-116' r t4W No Fled Block 24M r /3/4• klo 1) WHERE SUBSTRATE CONDITIONS REWIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE- 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS. MIN. FU a 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations ,,.Gl� T w: PV8 SG 1 (1YFee 1, 4 & 5) (Ti`Fee 2, 3 & N) rr3 NDM ax it m, tom and each end & Xr iaaa Mw aC. 1r max. tam 12*max. fan oam wh and & 30' «ch !d & 3W a" max O.C. max ac. "PVB'= TROSIFOL! PVB BY KURARAY AMERICA, INC. 'SG-- SENTRYGL S®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. 7/16' HEAT -STRENGTHENED, LAMINATED GLASS, 114" MASONRY ANCHORS INTO CONCRETE, r701-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A OF OF +70/-90. B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF -701-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE ZA, 6 ANCHORS ARE REQUIRED IN EACH JAMB D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAL) & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FD(ED CASEMENT (HEAD & SILL} matwwl Min F, Min. F. Sow Screw 02 ksl 120 ksl 410 Sties 9D ksI 110 kal Elco Llbribne 155 ksi 177 k6i 410 SS Ebb CM6Fbx! 127.4 kW 109.7 ksi 00045 Akardan 1a ksl 22 ks) A30 SUM 30 ksi 59 ksl Or. 33 Steel Stud 1 33 kN 1 45 ksi % •'X\ X X X X O J X "X O 0 �'X\, 0 `X O X ti\ 1 _.._......................... NOT -'-- ALLOWED WITH FRAME ASSEMBL TUBE 10'�'�10" L� 4' 4-1 + 4" l 1IL_.._ - ....................... f+ 13" 13' ►� 34' 26" Plt&_'-u' 7 REVISED r ctn1F+7N's with t1w flarfde ,�wnL crag I-o6T4.14 q.__:plSnce No 7 (ispiralY:a Dak "�� Dp 2 � w J C3 n CIOa U o ea ` d F O i M aI Z J Q LL .. Q Uj W h� ti N_ M d 0 oZ N C Z 80 8� W IL O ..c W -.1tr 10 1" 6 4 U U W � U 7 s 0 U, aZ U 11111 111 10.8 1r011Y.. NN,y 'k., 4' pj�l"611ALt11G��`` A LYNN MLLER. P.E. P.ED587D5 FOR GLASS TYPES: TABLES: 1) 5/16 MI (1/8 AN - .090" PVB - 118 AN) pptrc7 Reves� i�tlT» lVltil Fb0 F� " LAMl. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090' PVB - 1/8" AN) nc..cp!mce Tdo { - F iratia, Doc 'PVB'- TROSIFOL BY KURARAV AMERICA, INC. Ax Mias. i proauct 1 WINDOW HEIGHT �U WINDOW WIDTH J SEE SHEETS 1 8 4 FOR W LU WINDOW ANCHOR m a n LOCATIONS AND QUANTITIES. W Z TABLE 6: � � J LL ;D Q O W W '� 1- C14 a p do LU W � Cl) N Q' O s Z �, Sao O Z 3 a z v O O of 9a O ti Cl) a �U »W sQ TABLE 7: FRAME ASSEMBLY w 1P MAX. }+- TUBE I....._..` n N �NOr N pppp a O-4 I ik� I _ WINDOW ; p HEIGHT % _ �i ^ a W C LL O �>rn WINDOW ADDITIONAL. oZ W o WIDTH (I), IF REO. u • • • • • • • • • SEEEE�� SHET 1 d 4 FOR WINDOW ANf:NOR • • ••• • • •L4NSANDQUANTRIFS.SEESHEET NYLYI�IM7j''�,�� • • •. : : . : .DR R UIJR�aEjTyyjl�ADDITHEFRAM�EHASsEMBLr :�3'�a�• �tcENSF SEE SHEETS 1 A 4 FOR WINDOW ANCHOR • • • • • • • • • TUDE. • • `r. '•, i3 LOCATIONS AND QUANTITIES. SEE SHEET NO. r58m - 3 FOR ANY ADDITIONAL ANCHORS * •: * _ REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• • ••• • • r �� NOTES • • • • • • • • • • • ,`S/ANAL 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • • • 11 /L4M,04 MLL�1Lt PE 2) SEE SHEEP 4 FOR SNUBBER REOUfiEMENTS. P."58705 I D8019n Pressure uu (w0 nr Stlple W8Mow4. M Anchor GrtotB• WYdow WIOM uq•r 23• 2&15115 27J14' 90' 93-112' 34 3T under rrosD +7a-00 ,ro-00 .roso ,ro-0D +roso +roso 2S18r18' +ro4to r701-00 ,roso ,ro•eo +7as0 +roao +ro-0o 38-3f8' +7d-00 r7a-00 r7a-00 .Ta-00 rTd-00 .70f•90 rTO7.60 ,roso+ro-aor70f-00 +7o1•w+roso+roso+roso701•BO rroso+rosD+70'-00 +ro-093,ro.ao+ro•sorroso,ro-0e.i R ,ro-B0.8ro•n.T r7a-74.3 +Td-90 r7d-00 r7a-00 +7d-04.3 r7d-T6.5 r7d•79.T rTd-70.1 72' +7ry.9p rro-072 r7(1r-77.7 +8d•71.5 +8a•82A +8d-80.9 N-5H.] 78' r7a-00 +ro-04.8 r7d•7a.7 +f-07.3 ,1-58A H-S7.2 r1-55.8 M' +m90 •Td-00.4 +ro-71.3 *8a-021 +l-S4.2 DaWQ1 Pressure {p•q for VMlndoxrt Attached to a VartiW Frautta Aasartlhly Tube �I�I I I I Wfrdow Width 1 � under 23" 25-15Hg' 27-3f4` 30" 39-11T 36" 3T Anchor Group Anchor Group Anchor Group Anchor Group Mc11ar G DPI PIMwI• (psry for W6ttlora Athched b � 1}g¢pII({ Fmrr A4sarMr tube j� W"Mow Wdh II-U-I' vdr23. 2StYta• 27�4• M 33•t/Y as ar Anchor DI.O Arrller Onwp Anchor Da4+ Ai•Inr 6aq Anchor Orap Anclw Coup Anahar C#alp AN At At A8 A a caD A a CSD A D COD In04r 23' 2s-lsns «rasD .raso +m.•o +rasp +raso +raso ,7ai0 «mso araso .raso rram.6 .mt•9a +mso .mso +rass +raso +m-0a.8 +mso arasa +mso +7d8a «ras7.a ,7aa•.t +ram +raso .mso 38318' +raso «raso +raso +ra-oo +msD .rasa +rosb .raso .mso +ra-ao ,ms•.e +raso .m-00 as +raso rraso +mso +raso .mss .rasa +mso .raso rraab ,Tdso «Torso «raso ,raso sods ,raso «mso «raso +raso .ms9 +rasp +Ta4o .raso *msb +mso +rasa.2 +rasa2 +ms92 OD• •raso .raso +ras0 ,rass.8 «man6 «rasa8 +maaa +m-77.J +m-77.7 +m-TJ.7 +ma4.3 +ma4.3 +Td-71.3 aa' +raso +raso +roso «raa.a +moos r7xx.s +mono +raaa7 .ra-7a.7 ,m-737 +m-7o.t «ra-ro.l +ro-70.t TZ' ,mso +m417.2 +mn.7 .7d•71.5 +8a�a2.1 +ad-02.4 +Odfi2.4 +1d,60.O «ey.•p.0 +8d-069 +l3n3 +/-00.3 +fdO3 78' +m-W. «m4t4.8 +ra•7O7 Hd7.a +lde.0 ,FaOO r/30.9 ,f-a7.2 Nd7.2 H3T.2 +7b5.6 N-068 «I-6S6 M• *mso rmsat +m-71.3 +8d8L1 N34.2 Nst.2 rfbl.2 T WINDOW I FRAME HEIGHT ASSEMBLY TUBE /0' A447C ADDITIONAL ANCHOR winnow WIDTH (4), IF RED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r--� D@Wp P wue Qxf) br Shoo VYkxb^ All AWW GmuPa vww w W th under23• 25.15118'r2744' 30• 33_11r 35• Sr tmKim 01 -901-130 -M-130 +pry-1 00 +BIY-130 spry-13D +9N-130 25.15111r +9W-130 •9ry-130 +9ry-130 +pN-130 +90�-13D +pot-130 3"Ir +90-1. •pry-130 +04. +.430 ♦pry-1130 +8W-130 48• 49W-730 +p01-130 +pW130 49ry-130 +90�-130 +9W-13D 50505 +91,14W ♦pry-130 +9W1. +0W-130 .9ry.131 +OW-UG Or +90T-130 +901-130 +91Y•130 +90/430 +9ry•130 +90f-130 BY +911-130 +9W130 +9d-130 +9W-130 +9W-130 +pW-130 +901-129.8 7T' .9ry-130 ♦pW-130 +10-130 +9W-130 .gry-12A7 +pry-122.5 +pry-113.8 78' +9W-13Q +p01-130 app/.130 +9W-790 *9W-124.1 *9W-118.7 *9W-1Q7.8 84• +901-130 1 +90/-130 +pW-13D +91Y.130 +91Y-116.4 WINDOW HEIGHT F_1 SEE SHEETS t 84FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Proms W Iz W M- Attached W a HHMt Frame Aaas "Tubs YAM BWYrdox under 2Y 2S1d18• 274r4• DO' 3>1/2' 36' 37' Arohw Grail Awhv cku* Ar.W Gmup Anchor O-V Andw0mv A.I-GroW Ar&-G,r W All A9 At AI A 1 B CaD A B CAD A B CAD uMr230 25-115f15• +701-W +70FM .Ta4o .7U(40 •7a40 .m-W .m40 ,70140 +711040 +71Y40 +ra47.4 +7W40 .70140 +70r40 +lam +701M +70(43.5 +m4D +70140 +70140 +701-00 +70147 ,7W,79.2 +m40 +m40 +m40 X4ff +70140 +10j40 +moo .70/40 .70140 +70140 +70140 .m40 ,M40 .7W40 .70'40 +m40 +0140 44• +7a40 +70(4D +701-80 ,70'40 +70040 +70(40 +70140 +70040 +70W0 .m40 +Ta4D .m40 +7&40 50.4C +70(-00 +M40 .ra40 +N40 +0r40 +7014D +7040 +71Y40 +7a-00 +7440 +moo 47IY40 +7(y4D BO' +moo +7a40 .7040 +moo +70140 +Ta40 +m40 +7a40 +70140 +70140 +m4D +moo +m40 53 +7a40 +m-90 +m40 +m40 +moo .ra40 +m40 +70040 +m40 +moo +lam +moo +70a90 77 +m40 +ra4o +m4D +m4D -?IV +704-w .m40 .m40 +m40 +m40 +70140 +7a40 +04D 7C +m4D +7a4o +740 +moo +moo ,moo .ra40 +7a40 +70740 .7a4o +Ta40 +moo +7W40 51• +ra40 +m40 .7a-00 +moo .m40 ,m40 .moo NOTES: 1) SEE SHEET 4 FOR ADDITIl SAMPLE COhFOJRATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, FOR GLASS TYPES: 2) 7/16a LAMI (3/16 AN - -090- SG - 3116 AN) BG•=SENTRYOLAS BY KURARAY AMERICA, INC. 1 WINDOW I FRAME HEIGHT ASSEMBLY !__IL TUBE 10 MA)L ADDITIONAL ANCHOR (4L IF REQ. "00* wtnTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAI.E 19-MAXX.WIDTH- SEMBLYBWINDOWHEIGHT DDITIONAL -'NCHOR (41, IF REQ SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •- • ••• • ••• • • • • • • • • • • • • • • • • - ••• • • • • av • • ••• • • • ••• • • VAODULT REVISI:T7 . as¢0-'inpwith Ohs kWWA 740 / '0 .l¢ L' 'mien Hatt ," 9g 7,%iami sde �%k!� t/i J m a � U) r Fa- U o (7 06 " a LL1 Z 6 J 0- � 0 Q LL o w Lu 2m N a U) o N d' 8 Z W Z a z c0is 0 . ui z o t� UJ Lu _ r; g w : W �U -2 g � 8 0 � U •Y v, L N � zK�j o oZ i LYNN �aO" L•1GEN9E M��!_ * ; No.58705 �p R F '•.FC ORtOP.•' G\�� l1j7j1i�� A Lw� I 6LLER• P.E. FOR GLASS TYPES: TABLE 11: 3) 7/16" LAMI (3/16 HS - .090" SG - MIS HS) .,a,TTJ(Tt Witham as saroWY>a6 wiN the FieriQa 7) 7/8" LAMI. IG: (3116" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) Bruldm3cod, A.CZJII nce Hio i 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3116" HS - .090" SG - 3/16" HS) E%piretlon Date cvI •SO"= SENfRYGLAS®BY KURARAY AMEi3iCA, tNC.x' . airmr ePN-ducIC a"(% WINDOW HEIGHT J W O ; WINDOW J W WIDTH Q. TL SEE SHEETS 1 e 4 FOR WINDOW ANCHOR 0 yc LOCATIONS AND QUANTITIES. W Z I-- fNQ�J TABLE 12: 0 J oa JJ� —� U- a w w =0 N O) w O mH N '0aZ N o° O $ Z W N H CL O O Z w v �V) � o� W V u FRAME s 2 W o Q � 10• MAX. —� TI18E ASSEMBLY " o $ V TABLE 13; w � T WINDOW': HEIGHT RWINDOW FRAME j i HEIGHT ASSEMBLY .. _...... I... ............. 0 TUBE _� WINDOW ADDITIDNIIL I ? �i m a WIDTH r ucc 1r MAX. I (4). IF REO. > rn S o SEE SHEETS t d 4 FOR WINDOW ANCHOR a o ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS U (4), IF REO. REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • • TIME. • • WINDOW • • • • • • • • .� rpN,,...., WIDTH • • • • • • • • • '� 'OCEN4'••�!_ • • • • • • • • • • 't�` SEE SHEETS 1 d 4 FOR WINDOW ANCtt�i • • • • • • • • . . LOCATIONS AND QUANTITIES. SEE "IE 1 • • • • • • • • • • _ .� : No. 58705 3 FOR ANY ADDITIONAL ANCHORS — 1�• REQUIRED FOR THE FRAME ASSEMBLY r TUBE. -A •. G Q' 0. • • • NAL NOTES; • • • • • • � • • • • � � irrrrrQ III 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFKXJRATIONS. • • • • • • • • • A LY,A AII(irE7:. P.E 2) SFF SHEET 4 FOR SNUBBER REQUIREMENTS. • PF� e87e6 a Mien Pressure �">1 for Skpk Windovw, Atl Archor Groups wintlo4r wndm utldef 23' 25.16'1S TI-3la' 30" 35" 3T urtiv 23^. +ea-130 +9a•130 ,Bor-13D +9D'-190 +Da-130 +Bm•t30 2S15Jie• +9a-Y30 +ga•130 +pp/-130 +ya-13D +Ba-13f1 +INY-190 3B.Y9• +9D+-130 +Dm-1 J0 +ga-130 +tic-130 P101" +Bpr.1lD +ga-190 �i atr +9a-130 +ga-130 +ya-130 +8m-130 +ga-130 +9a•i30 50�6r8• clip+-130 ,gd-130 ,pa-i30 +Ba-130 +fia-730 +Ba-t3060' +Sic-130 agpr-130 +Ba-130 +9a-73Q +BOV•190 +DD'-t30 e3' +ea-130 +ga-130 +BDr-t30 +Bet-130 +BDht30 +Ba-130 +6>d-130 77 +9a'-130 .9d-730 +gd-130 +Bd-190 +9a-t30 +BD/-f30 +Ba-t30 rB• +9or-t3o +Ba-uo .sa-t3D +ea -tom +aor-tao +sb-tao .Ba-tso 84• +8a-t30 +90'-190 +BO!-t30 +9a-136 +901-130 Design Pmsw {pof) for Windows Attached to " VMkal Fnme As"4m61y Tab" �" � WMeeW Width I 1 I w.rn• zs•1y1e• v-3n• so• 33.1rr ss• al• I I I Arr<Inr Getup Arct•r Group Archor Group Anchor Getup Anchor Group Arehar Group Archer Grail A B C D A B C6D A B CMD A B C D A 8 C D A B C D A B C D undr 23^ +7a-90 +7a-90 ,7d4f0 ,7a-00 ,7a4p ,rapo +7a-BO ,7a-00 +7a410 +Td-B0 +7a410 +ra-0o ,Ta-80 +7aS0 +7W-Bo ,ra.eo ,7a4)D +7ayp +7a-90 ,7pJ10 +7d-BO +7a•BO +raalo +raaJo aTm-00 rraato zslsrte• ,Tm•eo ,Ta.so +laao aTa-0o ,Tm-ao +raao +ra4lo .Ta-eo +ra�o +Taco +Toren +rorao +Torso wd-eo +Ta-so ,ra•eo +7a-0o +Ta-Bo .ra-uo ,Ta.ao araao ara-ao «ram ,Ta•ao +TaaaB +ra-ta 3esra^ +7aso aaa-7fi.4 +torso «ra•eo ,7app r}a.eD aaso +raaD «Ta-0o ,Torso waeo +ra�0 +7a-Bo ,Torso wowo «ra-ao ,Tma» ,Tor-90 +Tajo +la4a +ra•eo +Taco ,ra-0o .Ta410 +Ta-Bo ,raao 4e• .7mae.2 N-e1.t +ra-rat .torso +7aaa.a ,ra4a ara-eo +ra-Te.+a ,raso +raso ala•Ts +laao +ra4lo ,raeo +roae.s +Torso +raso ,Ta-so +Ta•Ts.t ,ro4ro a7mso ,laso .ra-ex.B +raso +Torso +Taco soaro• +ran.s Nh7.Y .r4Aa +Torso wa-eo.1 +ra-ao «Ta4Jo +ra-Ta.e a7aeG +Ta-0D N-eas +TBr-0e.T aTd-00 ,Ta410 +roa4.4 +7pfep +raso +Taa30 ,7a-n.z ,lds6 +7m.90 +raso ,Td-le.e ,7aaB.e +Ta-so ,mrao e0• N-01 +/�e.Y Nse.S ,7aeo +l-e7.5 ,la-e8.e +Taco ,r.e1t +Taal ,TaBo +rse.a ,7a-Ta.a ,Ta-09.e ,Torso Nue +7a-e9.fl .7a�.3 ,Ta-0o +r�o.1 .7a2o.z +7a-Bo ,7a-co Nde.9 +7a-7s.9 .Ta-90 +1a-90 es^ N-se.f Nae.s NdS.l +raae.T N.s43 araazs +raao «r410.1 +ra-TT,t a7a80 ,rss.e .Tor_7t.s aTaas.3 +ra.so +r-se.e ,7aas.e ,TaaBs +Ta-w +r.sl.z ,ra-Ta4 +Ta-eo ,Ta-eo Nsal ,Td.n.s ,Taae.s DKlpn Pnatun (psry for WkMow" A2GcMtl N " HorhorMl FnrrM /r"•mhly Tube Wlndow Width ,"q4f z3• zsfsrte• vo+4• ]0^ 38-t? 36^ sr AnMor Grail Arohor Group Anchor Grout Anchor Group �� Group Anchor GrorR Anchor Grew AN AN AI All A B C e D A B C E Q A B C e D urrder2S ,7d90 ,1a4X1 ,7a•90 +ra-ao +Torso +ra4q.e +)aso +7a410 +Ta23.9 +7b-0p +Torso ,7d-70.2 r7aAD 2stsrte• +tor -Bo +Torso +Taco ,Tajo .Taco ,7a-so +Taco +raao ,Taco +Taco +7mm.e +Taco +7a-eo 36L8• ,Td-BO +7a,Y0 ,7d-90 +7a•YO +7a-W ,raso ara-80 +7a410 ,70/-i0 ,7a410 +Td60 ,ra-0o t7d4D 4tr ,Tor-oo +7a-0o .7asD ,7aaD ,Taco .Tm-eo +Ta-0B ,7ae0 ,7a�D ,Ta-eo +7a�o ,Tajo ,Ta-oo = sasre• +Torso .ra-0o ,Tor-eo +Tm-00 +7a41D a7aeo ,lm-0o alaso aTaso ,Torso +Torso ,ra4Jo +Torso 80' +7(X-90 +7ba70 +7ai0 a7m410 +ra-ao aTa430 +7d-0o +raso a7a410 ,7a-Bo ,7a80 +7d4J0 ,ra4)o e3' ,ra-eo +ra-0o rTdao «raso a7a-80 ,7mso ,Taco ,rasa +Torso +Ta•eo +Tor-eo araeD ,7a-f10 Tz• ,Taatl +Taco ,Ta-0o +tor->b ,Tbeo +Torso +Taato +raso aTm-+ao +7aeD ,Taco +Taco ,7a->to tc wa-so +Taco +Ta.Bo araao +Tm-SIO +Ta-80 .Taco ,Tor-YO a7a-ep +Ta-eo a7a••D ,raso +Tor-aD ea• +Ta-Bo +raatD ,rasp +Torso ,Tmeo +Ta4Io ,Taco ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 14: YR01T6)CT RBY78F" 5) 7/8" LAMI. IG: (1/8" T - 7/18" AIR - 1/8' AN - .090" PVB - 1/8" AN) es a. rNr�R wiW Wnl%kalda a.Mleo,ac�a,: 'TNB'= TROSIFOL BY KURARAY AMERICA, INC. Accaphrnm 140 'fib •. )Q- fr'sqin . Dtlo By ?•,ti=i iwx! ice.-i rao.I WINDOW HEIGHT o -- ( "Y;"� 4 - m a g Q In Z V SEE SHEETS t a 4 FOR ptj u I WINDOW ANCHOR Q C7 'i 6 LOCATIONS AND QUANTITIES. H Z o TABLE 15: r V Q LL tt :0 a w +1° N 0 W aF `�' 0 N 0 e o Z o° O o O U) Z W to U d Z C) � N LLJ FRAME i 10' MAX. ASSEMBLY 8 • .n. `u, „ Ci . I ivBE T................. � yr T TABLE 18. LI HEIGHT ONE' N WINDOW 1 FRAME �;,r HEIGHT_ASSEMBLY i p y o• W }9 Y TUBE I WINDOW ADDITIONAL I �t WIDTH ANCHOR z .,•; a < 10' MAX t (4). IF REQ. = z �) ^ W g o SEE SHEETS 1 6 4 FOR WNDOW ANCHOR ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET z w -ANCHOR 3 FOR ANY ADDITIONAL ANCHORS O (4). IF REQ. REQUIRED FOR THE FRAME ASSEMBLY TUBE. ttl ltlr rrr LYN -�1 WIDTH • • • • • • • • • • • • `� �'t�•'.... ENS�c SEE SHEETS 1 8 4 FOR WINDOW ANCHOR • • • • • • • • • • . • • • �'.'� LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • _ * NO. 58705 3 FOR ANY FOR THE FR ANCHORS • • • . • • • • • • • • tY REQUIRED FOR THE FRAME ASSEMBLY _ TUBE. • • • .' �' • . • �.,� �NAL ISM`•• NOTES: • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFlGl1RA7iON3. • � • • • • • • A. LYNN MILLER P.E. 2) SEE SHEET 4 FOR SNUBBER REWIREf.ENTS. • . • • • • RE.A 5e706 Deaipn FTaesule W O for slope YNtsfoue, Al Anchor Groups VYYIdow Width LNnd•r 23' 25.15/ta' 2r.14• 30' 33.1/Y 3S 97' udder z3• .rasa .rodo .7aso .7aso ,ra•eo .rasp *rodo zs15+1a• +roso +roao .roso +roao .roso «7aso ,rasa +rasa ,7aeo .radD rra-ao +rasa «roso *rasa aaso +ro-eo .ro-ao +Taco ,ra-eo +rasa «ro-0o aaso .rasa .roso +raao +roso ,raao +row +rasa«ro-0o+Taco+rasa+ro-0owa-0e-s.rodaa.rasa+mr-Bo+Taco+ratio.ro-0r.z.roaara-ra.a EW .7a-0D +ro•a0+rod8.5 *ro-01.5 +9a-70AaadT6 ,7a-00 r7LY-ap rT(y8a.3 +ra-76.7 ,ead71 +9ad5.7 +aD�d3.3 .rasa +7aao +radts .sa-m +aadt.a DNgn Reasut tWrl br Wndova:A/UcMd b a VMktl Fnns Atasmby T11a WYWow Width WuMer 23' 2StYtB' Z7Slt• ]e- 33-t? 35• 37' Archer Group AncM Omup A r Deep Pwaaun mea tr Wndosc Atlached to a yyl�l Fnme Aae.meM rin. Wador WMh A. 7S 2StY1P 9aa' 111rr 35' 3T Anchor Dian Amha tray Arches C+aP ��r-� ArcrorOm�D Aroho[Craip All AA M A B CAD A B CAD A 8 Ct0 urOr 2s .Ta-so .Taco ,rasa a•90 .Tadr.s .Taco .Taw .md3.a ,Taco .law ,Ta-n.2 .Taw 2o-tyte ,moo +Taw .Ta-so aw .row .Taco .mso .mwo ,Ta-so .mere .Taw ,row ae-3n• ,Taco .Taw .Iaso f7+17.-All am .ro-m .Taco +law ,Taco .Taw .Taee.e .Torso ,row +tr .Taco .row ,Taco w .Taco .Taw .last .mw .Ta-so ,Taco .Taco +Taco apse• +Taw +leap +TtY-BO a-so.TacoJIW4.Taco,Ta-aoTaco.mere.Taco.TacoM+7Wgo roworso.Taco waaa.s .Tads.s .Tase.e ..emdae.TadaoTa-soadT.2.71Yd72 +loan,raga.Ta•en.,Ta-Te.+Ta-Te.s Tade.sa-To +sa-To ,eaw.a .eads.a +e0fdr4 .eadT.e .eadr.s +twraT.e 7ade3.ea-0Bad93 +WId3.3 +ea6t.9rod+.9 ,ea -To .eadt.e ,eadl.a .satire ••• • • • • ••• • • Design Pressure (peo fur SW910 Windows, AN Anchor GmW* Window WMd1 udar 23' 25.15(18' 27-&4' 37 33.12' 35• 37• uder Zr +9a-130 +9a-130 +901-130 +9a-130 +110/-130 +9a-130 r9a-130 25-15/18'L+OW.130 +9a-130 +g0/-130 +9a-13. +W.13. +9a-IM +=.IV +8a-130 +9a-130 +9a-1. +9g 4. +8a-130 +--I- 48' +9a-130 +W-130 +80/-130 +901-130 +9a-139 +9a-130 508/8' +9a-130 r9a•130 +9a-130 +9a-139 +9a-130 +9a-130 BY +9a-130 +9a-130 +901430 +9a-130 +9a-13D +9a-139 93• +9a-130 +90%130 +901-130 +90/-13D +9G-13D +9a-130 +9a-130 +801-130+W-130 +9a-124.5 +9a-115.7 +90'-130 +90/-130 +9a-130 +9a•12&2 +9(V-118.7 +90/-109.6 84' 1 r9a-130 +9a-130 +9a-130 r9a-130 1 +10/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T -114" AIR - 3/16" AN - .090' SG - 3/16" AN) "SG'm SENTRYGLAPSY KURARAY AMERICA , INC. -- F-1 WINDOW HEIGHT SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND CUANTMES Dssbn Pursue (pal) IDr WYdows Attached to a Vertical Frame Asaewft Tube Nlydow Width m udsr 29• 2615118' z7-3I4• 30• 33.112 3s 3r Anchor Group Archon Grotty Anchor Grotty Anchor GrOW Anchor Group Arches Grail Anew Grow A B C D A B CAD A B C&D A 8 C D A B C D A B CAD A B C D .der 2T +7a-00 +70140 +701-90 +70l-00 +70/ W +701-00 +701-00 +7a-00 +7a-90 r70440 +7a-00 +7a-00 +701-90 +701-M +7a-00 +70/40 +7a40 +7a40 +7a-90 +7a-0D +701-00 +701-90 +7a-00 +7a4D +7a-00 2575/18' +701-00 +70/-00 +7040 +7a-00 +7a40 +70140 +7a-00 +701-90 +Ma W +701-00 +7a-0g +70/40 +7a-00 +70/40 r7a-90 +7a-90 +70140 +7a-90 +7a40 +7a4D +7a•00 s70140 +704o +7a-W +70/•80 3&7/8' +701-00 +7a-78.4 +70/40 +7a-00 +7a-00 +70/40 +70/4)0 +70/40 +701-00 +7a-00 +701-00 +701-W +7a-90 +7a40 +7a-00 +7a40 r70140 , +70140 +70f +7a-W +70/40 +7a4D +7a-00 +M-90 +7W40 4r +7a-78.2 +/$1.1 +7a-73.1 +7a-00 +70Id4.4 +7a40 -?W-W +7a-7&9 +7a40 +70t-0D +7a-73 +ro40 +7a-00 +7a40 +701-78.5 +7a-0D r7a40 +7a•90 +7a-75.1 +7a4g +7a•90 +70/4D-9 +7a40 +7a-00 +7a-M SO-5W +701-72.3 r/-57.9 +/d9.3 +70/-W +7&40.1 +7a40 +7a4g +7a-74.6 +7a40 +70f_ +1d9.2 +70/d8.7 +70r40 +7a40 -70474.4 +7W-W +7a-00 +7a-00 +_-712 +Ay-w +7a4g +70/48A +ro•99.9 +7a-00 +7a4o 6D' +ld1 rl-08.9 +/88.5 +7a4o HbT.S +7ad8.8 ♦7a-W Nd3.1 +7ad1 +7a40 +ld8.4 +7gf-74.9 +7g/d&8 r7a4D +l-WA +M-83.9 +70040.3 +7a-00 +1.80.1 +7ad0.2 +70'40 +I $8.3 +7a-75.9 +70t40 +7a40 63' 0-88.1 M-48.5 +/dS.7 +7ad8.7 +1d4.3 +7a425 +70%9D +/dD.t +7a-77.1 +70140 +1d6.8 +70/-71.3 +70F85.3 +7a40 + 8 r70�-79.9 +7a•78.5 +7a.410 +Ifi7.2 +7a-7B.4 +7a40 +/d3.1 +7a.72.3 +7[V-00.5 +71Y40 Design Pras•as (pat) ter YYsrec w Attached lo a Hork Frarrw Aa*-* Tie lrttrdow Width erdr Zr25.15/1R' 27J4' >P 33-172' 1. ]r Andrer Grow Anchor Qm Andy Omer Anchor Grow Archer oraw And-Omp And-0-0 A6 AN A4 AN A 8 CAD A 8 CAD A 8 CAD udw Zr+M40 2545/16' +70140 +70140 +70140 +70140 +7D140 +70M +70140 +7a40 +7014g .70147.6 +70140 +7014g +T0140 +7a410 +70140 +701d18 +70140 +Ta/90 +ro410 +70140 +70147.6 +701-712 .7ai0 +701-0D +7a40 36a/8• +71Y4D. +70f40 +70140 +ro40 +ro40 +7a40 +70140 +70140 +ro40 +7a40 +70140 +ro40 +7a40 46• +. +7a40 +7a40 +70t40 +T0140 +70(40 +70140 +70140 +ro40 +7W-W +701W +7W40 +70140 003/8 +Ter-90 +Ta4o +WW +7014D +ro40 +7W40 +70/40 +7a40 +Ta40 +70140 +7&40 ,70140 +7a40 aw +70140 +71V40 +70140 +70140 +7a40 +7&4D +70f49 +7a40 +7a40 +70f40 +Ta40 +n//W +7a40 4r +70140 +IW40 +701-90 +7a40 OW41) r7a40 +7040 +ro40 +ro40 +70140 +70.LW +70040 *7ai0 77 +Ta40 +70f40 +ro40 +7a40 +7a-00 +ro40 +hasp «7a40 +ro40 +ro40 +70W0 +7a4o +7aeo 76' ♦7a40 +ro4p +7a40 +7a4p +lam +7a40 +7a4p +70140 +ro40 .ro4D +ro40 +Ta-W +7(Y-00 64' «7a40 +7a4D +704D I .7004D +ro40 I +ro40 I +70f40 I NOTES: 1) SEE SHEET 4fOR ADDITIONAL SAMPLE CONF0URAT70NS. 2) SEE SHEET 4.FOR SNUBBER REOLAREMFMS. WINDOWF FRAME HEKYiT ASSEMBLY I TUBE 11Y MA)C FRAME 1D•MAxXW)DTH- SEMBLY rBE T WINDOW HEIGHT i- _ 'l C ADDITION& • ••• • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cn,r¢Frp wid+tlee Ftetida tie mtt�Tlo/?-A6l¢•jQ. C � ui CL J d Q Q Uj Z CL r cr aw 0 o O rn 1714 Q o� N O d' 0 Z $O qN) �> O O Z _w Z �O O atq U \U i bLU Y Q c W c �nro �i O ppp t Fz- >a 8� 5 p nz O � lttttll ltl/// * No- 58705 0 . ss • "71, ZONAL rcNl 7/1nuLL1r A. LYNN MILLER PE. Item Dwg. # Deacription Material 1 70M Main Frame Head, Sill &lamb E063-75 Alum. 2 7071 Anchor Plate 8063-T6 Alum 3 7003 Sash Top, Bottom & Side Rail eee3-Te Alum 4 70M Frame Comer Key Steel 5 7009 Sash Corner Key Steel 6 7079 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 70M Bulb Weatherstri .187" x.27S" Flex PVC 70 10 7024 Maxim Witl-PolntLock Steel 11 7026 Lod( Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie BarGulde Nylon 14 7015 Tle BarAssembly Steel or SS 15 1 7128 jMaxlm DyedOperator, WWa24' Steel 16 7027 Maxim Dual Arm Operator, W W>24" Sted 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator adlnPlate Steel 19 7051 operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 operator Track & SI Ider Dual Arm Steel 22 7023 EgressHin He Duty), Manut. by Truth Steil 23 1 7050 lEgress Hinge/Washable HD), Manul. byTruth Steel 24 1 ISnubber, Anti -blowout Clip Steel 32 1 1713 ISetting Block S/32" x 16" x 1- 4" EPDM 33 1 1714 ISettIng Block 32" x 7 16" x 1- 4" EPDM 35 1 7036 ILaml Bead B e8e3-T6 Mum. 36 7042 Laml Bead C OW346 Alum. 37 7059 Lami Bead D dW3-Te Alum 38 1224 Vinyl Bulb Ws (Thick) Flex PVC 70 39 1225 Vinyl Bulb Ws n Flex PVC 70 50 Dow 899Silicon Baccbeddln 60 7006 Screen Frame 3105-1114 Akan. 61 7040 Screen Corner Key Polyp,opolens 62 IScreenCloth Fiberglass 63 1635 ScreenSpline EM. PVC 64 320 Screen Spring Stainless Sim 70 134 Add -on Flange 8063-TSAium 71 7004 Frame Assy Tube e083-78 Alum 80 W32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steal 81 11S7 #Sx 2" Ph. Pn. SMS Stainless Steel 82 #8 x 8" Fl. Ph. SMS Stainless Steel 83 1 I#8x 7 B" Fl. Ph. SMS Stainless Steel B4 1#8 x V Fl. Ph. TEK Stainless Steel 85 #8 x V Quad Pn SMS Stainless Steel 86 48 X 1-Ur Quad Pn SMS Stainless Steel 87 #10x "Ph. Pn. TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F SWnlessSteel 90 012 x 1" Ph. PrL TEK Stainless Steel ASSEMBLY DETAILS A A: T LTN,y,�i * : No. 5870$ 'k - G� f tf lrlll,tit A LYN1 YM-LER P.I- RE05sms • • 060 •• • • • •Q$/25/1 7 sNF£T PRODUCT REVLS`ilD as enadTu9 writh tle FieriOs Saii�ing code neceylaor<14s / ' fNpJ47-5 Duo THIS r Mnem da Prodcct Coed � •(easrnplion; Grown El)c BOM AND CORNER VIEW J ROSOWSKI 1070 �T�E�CHNOLOGY ORVF • N "Ift, FL 34270 • rjire: (»lee: 194=� 4ao-,soe • CASEMfiiNT �PIINDOW DETAILS- LM & SM 08/08/12 • •aar • • �i S.riaa'Ya1rI• • • Scma= Sf:eef: Dia.:eg No. Rev: cexr. F AUTH. s Ch(j40 • • • NTS 10 OF 11 MD-CA740-tale C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL 1/4' NOW POLYISO8UTYLENE --� WITH DESICCANT FJ(T. GLASS XJ `INT. GLASS KODISPACE 4SG TPS ALUMINUM BUM & DESICCANT FOAM EXT. GLASS --. V,1v `INT. GLASS �jDURASEALO SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT.GLASS I-VINT. SUPER - SPACER®NXT' POLYISO- BUTYL.ENE SEAL ROLL -FORMED _ STAINLESS STEEL EXT.GLASS BUTYL NOM. GLASS DESICCANT FILL, AREA 5/16' NOM. SILICONE SEAL `--INT. GLASS XL EDGEn' 103 CDAr`CD Part 0 Description Material 100 Kommelling 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Mett Butyl See this Sheet br Materials 102 Quenex Duraseal Spacer 103 Cardinal )L Edge Spacer MUM.. 2.919' 439' �•� 2.764' 01FRAME HEAD, SILL & JAMB #7002, 6063-T6 �1111 ,.356' .oar J �- ( 20 ANCHOR PLATE \. #7071,6063-T6 .050' 3 6� 35 BEAD B 305 #7036.6063-T6 .nr .870' .050' 569' 67 BEAD D \/ #7059, 6063-T6 T1 I NOM. 1.159' 3, SASH TOP, BOTTOM & SIDE #7003, 6063-T61 .04(' ,,000" .423' —+{ FIXED 6O SCREEN FRAME #7006, 3105-1-114 .523'j �• � q .865 l� 36 BEAD C #7042,6063-T6 11, It If I I , , ',IV LYNN By: * No. 58705 * _ • • • • s er-• • • • • • s Description: Drorr. By. I*Lbl;' EXTRUSIONS & SPACERS J ROSOWSKI TE �[/ 107 CHNOLOCY DRIVE. ICE. FL 343F5 c • Tin". Dote: .FS ,` • 41) 480-1600 CASEAQEIyTyVINDOW DETAILS- LM & SM 08108112 T f f 11 1 f 11 t t t • • A�t7EiERVf� Snls/Afo«l: • • Scala:Drowin3 No. Rsr. A LYlN YLLER P.E CZ40 • NTS 11 OF 11 MD-CA740-LM C P.Ei 58705 CER1. Or AUTH. 296 • .125' 2.701' .D62' .DDY 71 FRAME ASSEMBLY TUBE #7004,6063-T6 2203' +{ .097 7O ADDON FLANGE #134, 6063-T6 PRODUCT RnYISM cl ©myiyi% Withths F?vida Aa ;�:,� ;,17-ow4.n1�4, Fspinti ITnK la+4� Revia:on: 7 NO CHANGES THIS gY i SHEET. Mi e'dfr C Revis:om / 7/18i2018 If Florida Building Code Online • ♦ YF f {T a i i BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications ' Contact Us I BCIS Site Ma F 'da opProduct Approval USER: Public User P ProductApproval Menu > Product or Application Search > Application List > Application Detail FL # L15210-R6 Application Type Revision Code Version 2017 ••� 0000 000000 ..�•�• Application Status Approved ' ••• • .� Comments �•� •• ••�•�• Archived �•�••� .••• � • •• ••••. • � Product Manufacturer Plastpro Inc. / Nanya Pj�*sfiC?rorp. • •' Address/Phone/Email 5200 W CENTURY BLVD. ' • ••••:• LOS ANGELES, CA 90045 ' • • ••• (440) 969-9773 Ext 16" ' :••••0 rickw@rwbldgconsultants.com �••�•� •• • Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Professional Engineer U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHidA%3d%3d 1/5 711872018 , Florida Building Code Online Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (a) Equivalency of Standards.pdf •••• .... . .. ..... Method 1 Option D . ..... . 08/13/2017 : ' ; •. 09/18/2017 09/20/2017 " :� " " •••••• 12/ 12/2017 FL # Model, Number or Name Description 15210.1 Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - . rain/Rustic/Mahogany Series 0 (X - Configuration) berglass Door Limits of Use Installation Instructions Approved for use in H Z: Yes FL15210 R6 II (12) Inst 15210.1.E Approved for use ou ide HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- es Created by Independent Third Party: Yes esign Pre : N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (12) Eval 15210.1.p-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door w Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (¢) Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door v Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Con Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12)_Inst 15210.3.p-df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHidA%3d%3d 2/5 7/1812018 Florida Building Code Online Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (¢) Eval 15210.3.pf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Ii Grain/Rustic/Mahogany Series O (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b.) Inst 15210.4.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (j2) Eval 15210.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party; Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door wit Grain/Rustic/Mahogany Series O Sidelites - Inswing�Outswhad T6 C.or XO; OXO Fiberglass Door • . . ' • • • • • • • • Limits of Use • . • Instal latiorninistructions • Approved for use in HVHZ: Yes FL15210 R&ii:(iInst 15240.5.p-df Approved for use outside HVHZ: Yes Verified By: tyOdGn F. Scppnicl , P.E. 434G%94 Impact Resistant: Yes Created by %0,-pr-fident Ihitd Party: As Design Pressure: N/A Evaluation Vmpjjs •"'• Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R6 _RE & EyarI92112-5-pd •' • • • additional use limitations, installation instructions and product Created by��de e. dent ThirdVbrty: YM*6:• particulars. . . . • 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact•PjazFiberglass Doublej%W vqi Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outsvuirig 41 4; OXM - Con Fiberglass Door • • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210.6.piif Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R6 AE (j2) Eval 15210.6.prf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - C Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R6 AE (D) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door wit Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - ConfigL Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210.8.i?d Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R6 AE (12) Eval 15210.8.pdf Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door wi Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configuratio Fiberglass Door https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 3/5 7/18/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210.9.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R6 AE (12) Eval 15210.9.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210,10ip-df Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 1b210.10.pdf additional use limitations, installation instructions and product Created by Ipidependent Aird.P.zrty: Yew particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" c)p 6e Fiberglas6 Single Boor w, p Grain/Rustic/Mahogany Series O Sidelites - Otitsxr" (OX oi-AO;•OXO - S4itRg4 Fiberglass Door • •.. ; • • • Limits of Use 000090 . • • • • • • Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (%) Inst 15210.411.pdf• • • • • • Approved for use outside HVHZ: Yes Verified By:.Lyniib$ F. Schmielt, P.E. 43409� Impact Resistant: Yes Created by fndepefident ToroL rty: Y.ee..:. Design Pressure: N/A Evaluation 3teRMs • • Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 -AE (12) QY" • • additional use limitations, installation instructions and product Created by Independent ti-Marty: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door v Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configuratio Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.12.pSf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door w Grain/Rustic/Mahogany Series O - Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.13.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.13.pdf Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door v Grain/Rustic/Mahogany Series O on Active Door panel - Outswing (XX - Configu Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12) Inst 15210.14.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R6 AE (¢) Eval 15210.14.pdf Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. hfps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHidA%3d%3d 4/5 7118)2018 Florida Building Code Online 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door util Grain/Rustic/Mahogany Series O WINDSERT'"' an operational window insert - O Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (12)_Inst 15210.15.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL15210 R6 AE (t) Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-191t4• • • • •••• The State of Florida is an AA/EEO employer. _Qpyright 2007-2013 State of Florida.:: Privacy •t m :: III tat n •:! ao • Under Florida law, email addresses are public records. If you do not want your e-mail address releaseMr? VOonse to a publio-pecords rsww%t:c• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions,¢®"contact 850.487.1395. 'Pursuant Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the•tje4artment with an email addressg V ww: provided may be used for official communication with the licensee. However email addresses are public reco-rrj If you Qdnot Nish to supply a peo provide the Department with an email address which can be made available to the public. To determine4lf o are a licgpseeypder Chapjej.4 �5j Product Approval Accepts: • • 0 • • 0 000 • • • i • • • .••••• • • Credit Card • • •.••.. •••••• Safe •• • •• . •••••• •• • hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d 5/5 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING 'IMPACT` GENERAL NOTES i. This product has been evaluated and is in compliance with the 6th Edition (2017) Rorido Bolding Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (NVHZ). 2. Product anchors sh a8 be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used In the "HVHr this product compges with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHr requiring wind bome debris protection, this product complies with FBC Sections 1W 1.2 & R301.2.1.2 and does not require an impact resistant covering. Tit product meets missile level V and includes Wind Zone 4 as defined in ASTM f 1996 and FBC Sections M.122 & R3012.12.1.. 5. For 2x stud constriction, ancha'uig of these units shah be the sane as that shown for 2a tuck masonry cordinxMion. 6. Site condtions that deviate from the details of this drawing require tether engineering analysis by a lensed engineer or registered architect. 7. Outswing configurations meet water infltation requirements for "HVHP'. Al other configurations do not meet the water Inflitrofian requirements for the INHr and must be Installed only in non'habitabie areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of catooy or oveahana to A is less than 45 dearees. TAME Of COIYIM SHEET# MCRMN SHEET# MCRIPT10N I Typical Elevations. Design Pressures 8 General Notes 7 Hort=tal ✓L Vertical Cross Sections (Direct to 2 Door Panel Details 8 3-point lode details 3 Horizontal & Vertical Cross Sechoru B 9 3-point lock details 4 Hoftntal & vertical Goss Sections i X Buick 10 Buck and frame anchoring 5 HonnontVertical Crass Sections (Direct to 11 ornponents 6 Vertical Cross Sections Rhieftldsj 12 BL of materials 37AT Max. OVatau ---......tut FRAME WIDTH z m x O p ••• • Se,� stregil2 design #resirre • ••• • •o• � r c _ • '_ � lrQNFl6ffRt4tSN � � .ay;*X c , - -f. MIGN PRESSURLr'" S atffi��-,VS.o -75.0 ••• • • • • ••• • r q * 0-1 8 a `` UU d'I ZZU a`a� W C= sue: N.T.S. an en JK a+K. wr: LFS FL— 15210.1 wr i air 0.7" 0.4" EXTERIOR 2Z — o.'r •e MRIOR CAP (PVC( HNGE STILE (LVL) LATCH STYE (LVLj t HORIZONTAL CROSS SECTION s 35.75' MAX O.A. WIDTH (7 N m O X SEE HARDWARE TABLE SEE HARDWARE TABLE 40 DOOK/MR Pk"- Fbagk- CAP (PVC) NARDWARE MLE 11fANUFACitIRER MODEL MAX. DESIGN - . ffESSORE . RFAKSET cN°k SIGMA M SERIF T5 DFADUKT: SIGNATURE SERIES (FBD) ± SCHUGE KNOB: 'P SERIES (F51) ± T5 DEADIIIM 7" SUM (BW62) PAIM IEYM FLM SEM ± TS DEADBOtr FM SERIES HOPPE MULTIPOINTLOM HUM3-POINTTONGUE ±50 ENDURA MULTIPOINT LOCK: TtM NNRIM 3WO (3-M ± 75 FOAM CORE � (POLYURETI•IANE - 1.9 PCF NUN.) FIBERGLASS SKIN (0.125- MIN. THK.j. See sheets 5 and 6 for t k)ck detais. • • • • • • • • • • • multiPoln • • • • • • • • • • • • • • • • •BOTTOM RAY • • i i i i i• i (CQ�-1 TOP RAIL \ V (COMP.) EXTERIOR • • • • • • • • . Z VERTICAL CROSS SECTION • • • • • • • •• •• M N.T.S. x BY: JK c x: LFS •WC NO- FL-15210.1 V _ ar 1z ap MY, MEN l oin Will WMEM 0.15' C SINK (Typ) 1-114" MIN. I - - (� 1 EMB. (TYP.) �/ 1 HORIZONTAL CROSS SECTION 3 OvkwkV Sha— WiVv INTERIOR EXTERIOR 27 E 2 HORIZONTAL CROSS SECWN 3�iswn9� Mm Qgy* f E B L Z� • • • • • : DCTIMOR• INTERIOR • • rn 0 �`` • • • • E VERTICAL CROSS SECTION i � � 3• �� staw� �Ir�•s'mil4rl LE N.T.S. = JK rr LFS 3 NM NO -- FL— 1 5210.1 a Fr or I �� • ao ... `�� o id �> m O if�z DUd •• S Z xZU V�Y 900LD meat° v r r c� E C Z 1 C� Y m J 1 4 sQ J J &y J •tlo o E Q Ozy • >• p _ K �y 7 7 n) S& • INTERKM 40 0 G a a A C z 4 ♦ P � o. ♦vv 40.. N N i l 11 EXTTBtK)R 7 G A �� (TYP.) Lll4' EXTERIOR IN ERI --� i 1 HORIZONTAL CROSS SECTION 4 3h. w! I X WO-W� 2 HORIZONTAL CROSS SE wb rFVERUCAL CROSS SECTION •• ••• 4 S w 1 X sub -buck _ Outawirtg stavm Ilmwirg slmilarJ Ouhwkig shown (k�swklg sim2ar) • • �sh�wnShRA41p srMar) N--. ••• •• • • • •a o° wT&02 16 12 i WALL N.T.S. 3 DM BY. JK CM W. LFS 3 • • • • • • • DWMM NO. ••• i• • ♦• i • • •• i i FL-15210.1 0 SFIlLf � OF � � ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i V^•. I I gin 6 r6000d 02.;Z . .L g E i \, •V V� maa`� . 0 ui E Ea C 2 1 C � D 1 2 D D'^� v W y 7 g N� 7 E •� •' �x`v( M INTEMOR 40 e ------------ na N N I T E>RE�OR 7 1 2 _ 11 9 27 M 'EXTERIOR in INTERIOR 00 1-1/4" MIN. 1-1 /4' MIN. EMB. (TYP.) EMB. [fYP.) g ig > j i = 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION S Outswktg Shown (1 SOutWsv+ �9 sl�iavnN(F�van9 • • � • • • S Sh. tk,-i t.� ••� • OAM02 16 12 u ••• ••i ••• i i ••• N.T.S. 3 Mr- BY: JK - •. • • • � • • • • • • CMc sI: LFS o•Aww ta: • • • • • • • a • • • • • • • • • a FL— 152.0.1 a • • • • • • • sir _ OFJ p • • • • ••• • • • •• • • i•••i •i• �• • • • • 00 0 0 �• l P 'lllllff II111\\\ QYf�Z U N •; y EXTERIOR INTERIOR _ ofF 3R y UOr EXTERIOR INTERIOR - w , - EXTERIOR INTERIOR o 40 e° >> 30 31 32 33 34 2 VERTICAL CROSS SECTION 8 6 Shown w! ADA thl.hM u n r 37 O O N N 38 Be _ ,.. o E a . dso n ;so o w� 1 VERTICAL CROSS SECTION 6 Outswir>8 contirguraf'ion • . • : •• ••• : : Vi�[A�ALCROSS SECTIONSECTION ••� N z i we 02 16 12 =Am- N.T.S. w•: JK o a•cer LFS • • • • • • • • • • • o • DPAWW ND. • • • r : : FL-15210.1 - 9EEI . _ OF_2 i • • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z Is, I E MAX. a m 1.2s MIN. P MUM W NTMR �VERRCAL CROSS SECTION 7 shovm Drect ro /Vllg6 Ouhwing only w/ 4A/16 jamb INTWOR 1-1/4-MIN. EMB. (TYP.) �. . b O • I� t`1 /9 MBf. WB. V Pa 1 HORIZONTAL CROSS SECTION 2 HOR17ONTAL CROSS SECTION 7 Shown Drect to M Outswing oNy w/ 49�/16Kjamb 7 Ogg only w/ 4M 9jamb 1 MA) C. MM. 15' ' MAX. SOERIOR �� RITERIOR 6 VERTCAeL CROSS SON 7SuwgctMa Ooyw6-9jamb 0 1 C IMBBOR ° v Q NY O�E su 11111,11 ,"� . 3 HORIZONTAL GROSUIC11ON Y nvasvmsu t Rv� �et.uvw %712 o • • • . • • = Shown Direct t0 3 7 SOuts\ving ony /� �9%16jm : • • • Outswin9 ordYw/ 6 9/16" jamb • • • " • • •• • •• • • •• i 0 • • • • • • • • " C • • • • • • • • • • • ••• •• • •• • • • •• •• • • ••• • )4 o 0 r O j� [} 0 O • ll I v C zlr INS MUL11►OIMLOCKSET HLS9000 &Pokd'lonpue' MANUAL RAISED TONGUE GEAR SYSTEM 2X BUCK 1 X BUCK DIRECT TO MASONRY 0 MUCK BUCK } DIRECT TO ! MASONRY 1 1.T 2X BUCK C IX BUCK DIRECT TO MASONRY C ••• • • • • • •• •• • • • • ••• • •• ••• •• • • • ••• 0 ••• �1'v• • ••• • • LATCHANQDEAWOLTSTp�riATE • • i i i • • T • • • • • Aue g• • • • • • • • STRIKE JAMB N.T.S. um M, JK we By.. LFS FL-15210.1 xa-AL a 11 • •• •• • • • •• •• LLL pp �P co a �Uy N •; \--� c� �mcW VV ddd[[[ p o a g4 SZ ® b ac a ILI � o Q ph_ •} 57 60 Pii woz Qo 2X BUCK 58 : 1X BUCK G i 0 •• • Ndf Q � ECT TO � � • • • � � • h "� AAfONRY •• ••i i i • • N. o 0 •• ••• •i ••• i • • —021161 12 i .ten N.T.S. ° orc er A n' MURA T MMUM MOO • • • • • • • • • STRU JAMB DEVI a¢ W. LFS 3 • • • • • • • • OR -AM ta_ a 3 pt. Lxk • • • • • • • • • • • • i i FL-15210.1 0 • • • •r• ••• • • sn¢T_/r_ a ••• • • • • ••• • ••• • • • •• •• S' p TYP. HEAD & JAMBS MASONRY 71 OPENING 2X BUCK _. :o U — Ci AUCKANCNORING CQNCR�tEANCHOR NOM; 1. Conaeft ancMorbcaliNd at the aomea may be ad1'suted to mdntm fAe Mn. edge drfance to martar)okft 2. Concrete ancfarbcations noted as MAX. ON CENTER" mat be adkuted to maintain the ain..edge drtome to mortar jor ts. oddMondconcrete andhas may be mgWvd to emue the •MAX. ON C 03rcYnerelan are not exceeded. 3. Concrete dn&"MW I(HC.HOR.M►N. _ A1tN:'CLEARANCE AW.CLEARANCE .ANCHOR. TYiE SITE . RMhEbME/YT. =IaMASDHRYfO A{11ACEM_. . ._ -.EDGE Alk-WR-s. °W TA t/s 1-1/t r r E1 0 f t/f t•UI' t• P UttRACO B Aff 3/f.P 1.1/1' AS SHOWN 1-1/r TAPCII• 1. WOOO SCREW MTAL ATION NOTE: Maintain o n**morn 51r edge drnnce, rend ds>ance. & l'ox. wring or wood scews to prevent the rpYMng of wood. 4-9/16' JAMBP DIRECT TO MASONRY JAMB (TYP.) ``,��`�" (SEE SHEET 7) �. A . y n a (TYP'( ••• �C. ••t S Z t. SEE HINGE L 2X BUCK =o'er no o Z Z xZU o DETAIL {TYP.j G I BUCK 8 Is CW DIRECT TO q� • S d g a b, MASONRY MASONRY OPENING TYP. HEAD o= Ca> &JAMBSW a FRAME ca d z U o 4-9/16"JAMB M _ O ?o j W 2X BUCK ^6-9/16" JAMB N m 5 DIRECT TO M MASONRY JAMB (TYP.)I x (SEE SHEET 7) a Co ( ADA SILL _ ONLY _ a A Y •,�. NN N SMKEJAMB FRAME ANCHONW HINGE JAMB z�i Lz�i Z Mmorvy cortshucHon 6 00 a DIRECT TO DIRECT TO DIRECT TO MASONRY M MASONR M a M MASONRY I X BUCK G = '' G I BUCK 1XBUCK G I 2X BUCK 58 58 2X BUCK • FAU •L • • ' 9 • 2X BUCK L 9 M • ^ i IX BUCK 11 •• •� ••i • 11 11 N_o r DIRECT TO Z M MASONRY • • • • • j j • i • • • 17 oA>E 02116112 i DIRECT TO 11 MASONRY G IXBUCK N.T.S. nwc tm X d 27 58 2X BUCK • • • • • • cnc en LFS 3 DRWM No_- LATCH & DEADDOL7 DETAIL • • • • it • • c HfHCA WAIL FL-152 t 0.1 • • •• i•• •• i i ou�Og • • sir OF Q ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • • vPQ9NG 1NRESH " � OLP ICiOSR) (109HSWING iretESN01D o� DLP 14CtSH) oursmNG THRESHOLD INSi MG iHRESHOID r u-sue) OVRWING 1NRESHOLD 34 cam,wa rest, txm 1) ,U7a %-u. 31 04 "WeVG THRESHOLD Cdimbia 1515) I'l►-' Il 38 wSWING THRESrTOLD INSIMlNG THRESHOLD 37 D P fats) � POLYRDERJAMe Pao 4.56� I 2.36• 2r --{ 4 trw000 JAMB k a 2.OBB" o n nooR eoTroM sw� 0 U • •• • • i � • • f • •• j n N^? • • 002 N.T.S. • � . • • • • .. ••• •• 49 At>r1 THRESHOLD • •� • •• • . • • • • • aro. er: JK OK W. LFS FL-15210.1 smear 11 O IZ • • • • • • • • • • • ••• •• • •• • • • •• •• • • ••. 0 % %% f, '''��flll i 1t\\ \````` s' 0 0 ••Z V v o=v Ea m e a ma � `a� 4 tZ 0 3a �a ?$ o rc a� »m n "r 00 wpa W B 33�0 5 u • • • . • • • • W 6 • •• • • • • ••• •. °z •• • • r •c 02116112 : 1 �I N.T.S. 9 • aec or. LFS 3 • • • • • i • • • i • • • puMMo Moa a FL-15210.1 0 • • • • • • • • • • • s • i r • • i ORL Of MATERIALS A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG x 0.55 WOOD C 1/4'MAX.SHIMSPACE' - D 1 /4" X 2$/4" PFH ELCO OR T1W CONCRETE SCREW STEEL ••• • • • • ••• • • • • t • • • a • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •