The URL can be used to link to this page

WS-17-1630 7� �eKD y? Miami Shores Villager? Tete.�C1€ti4�$�1tltter I 3 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 :'; �-VM ' Phone: (305)795-2204 ' xOR ipA Is sue ; ! 21281 Expiration: 1 1912017 Project Address Parcel Number Applicant 133 NW 94 Street 1131010330710 Miami Shores, FL Block: Lot: KATERI GARCIA ANDREW R JO Owner Information Address Phone Cell KATERI GARCIA ANDREW R JOHNSON 133 NW 94th St 505 264-2794 Miami Shores FL 33150 Contractor(s) Phone Cell Phone $ 5,000.00 SABA CONSTRUCTION CO INC (305)383-8386 Valuation: Total Sq Feet: 57 Type of Work:REPLACE 4 WINDOWS AND 1 DOOR Available Inspections: No of openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-6-17-64370 DBPR Fee $2.25 06/22/2017 Check#:1197 $ 124.50 $50.00 DCA Fee $2.25 Education Surcharge $1.00 06/22/2017 Check#:1199 $50.00 $0.00 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $174.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore,I authorize the above-named contractor to do the work stated. 1/ June 22, 2017 Authorized Signature:Owner / Applicant / Contractor I Agent Date Building Department Copy June 22,2017 1 t � w Miami Shores Village RECEIVED Building Department JUN 2 2 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)7568.972 J INSPECTION UNE PHONE NUMBER:(305)7624949 411 FBC 20 I`d% BUILDING Master Permit No. 130 PE IT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP ` CONTRACTOR DRAWINGS JOBADDRESS: 1 a-b N V.1 C—Mr Miami Shores Countw. Miami Dade Zia: the BulkMg Hlstoriwgy Designated:Yes NO '✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): gatw* W. Ctai- i O-w Phone#:(,5 -d r7 q L Address: /--?d A1W C3'1 ,Sf City: State: II )ell rIA�4- , zip: S515D Tenent4assee Name: Phone#: Z� ZS��Z Email: (alma(,qb 65) 0 5 ri q *r CONTRACTOR:1Company Name: SA1� C.CQ=(A 1,.0 j1ha (7 Phone#-.Ucs 303- Address: 131172i SW !"l +VN TjU=tAQ City: MIAM 1 state: I=—L zip: 331 433 Qualifier Name: AAXEbA h4M ttk+ Phone#: State Certification or Registration#: U3 L b JwS ri -1 Certfficate of Competency#: DESIGNER:Archftect/Engineer. Phone#: Address, City: State: Zip: Value of Work for this Permit:$ Square/UnearrFF,000tage of Woric z5- Type YType of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 10,114 LgGe4.�Cl- hlear d-/p Vv�In d D Vd/ Door Specft color of color thru Me: Submittal Fee$ 50' Permit Fee$ i'J 0 CD CCF$ CO/CC$ Scannins Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ TrainkWEducation Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revaeaotlta/mta) � e Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage lender's Name(if applicable) Mortgage lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. uWARNING 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 certlji'ed 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 notke, the Inspection will not be approved and a reinspection feeIll be charged. r� Sig Signature 7'Ka S:n OWNER or AGENT CONTRACTOR The foregoing instru nt was acknowledged before me this The foregoing instrument was acknowledged before me this �_day of � 20./-7 .by �y day of _,2o 17 .by Ll I fJ a who H personally known to ' e" _D&�12�1 who Is personally known to me or who has produced, dyi'�Y152 as me or who has produced FL-A'Di- as identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC. NOTARY PJB L S Sign: n 1 Pri � Prim V v t ' R 0 Seel: _*.�40`, Notary Public-State of Florida Seal: Commission#FF 912843 commission al GG 069809 ff Expires October 25,2019 =�,� �o31' My Comm.Expires Mar 13,2021 Baafed Tlru im/Fain Inaaartaa HOG3t6.7ptg Bonded through National Notary Assn, APPROVED BY v Plans Examiner Zoning Structural Review Clerk (Revised,Ot/24/201a) t } G,01�-�. V-r S®v-) 30-5 W64 CSS-1 � . Property $earch Application-Miami-Dade County Page 1 of 1 SER A I OFPCE OF THE PROPEE7 ARM Summary Report Generated On:6/22/2017 Properly Information �� Folio: 11-3101-033-0710 �g 133 NW 94 ST J A Property Address: �4 v Miami Shores,FL 33150-2239 a t.,--... ANDREW R JOHNSON Owner KATERI W GARCIA 133 NW 94 ST Mailing Address ; . dA� MIAMI SHORES,FL 33150 PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ L k Primary Land Use 0101 RESIDENTIAL-SINGLE y, ,•; � � a FAMILY: 1 UNIT Floors 1 Living Units Actual Area 1,906 Sq.Ft , Living Area 1,398 Sq.Ft Adjusted Area 1,694 Sq.Ft Taxable Value Information Lot Size 15,625 Sq.Ft 2017 2016 2015 Year Built 1940 County Exemption Value $0 $0 $0 Assessment Information Taxable Value 1 $438,348 $398,499 $362,272 Year 2017 2016 2015 School Board Land Value $343,750 $343,750 $253,750 Exemption Value $0 $0 $0 Building Value $117,902 $117,902 $117,902 Taxable Value 1 $465,250 $465,2871 $374,855 XF Value $3,598 $3,635 $3,203 City Market Value $465,250 $465,287 $374,855 Exemption Value $0 $0 $0 Assessed Value $438,348 $398,499 $362,272 Taxable Value $438,348 $398,499 $362,272 Regional Benefits Information Exemption Value $0 $0 $0 Benefit Type 2017 2016 2015 Taxable Value $438,348 $398,499 $362,272 Non-Homestead Assessment Cap Reduction $26,902 $66,788 $12,583 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Sale Price OR Book-Page Qualification Description School Board,City,Regional). 12/14/2009 $363,000 27115-3832 Qual by exam of deed Short Legal Description 09/01/1999 $147,500 18807-2134 Sales which are qualified MIAMI SHORES SEC 6 PB 10-39 04/01/1999 $137,000 18601-3899 Sales which are qualified LOTS 19&20&W1/2 21 BLK 132 06/01/1998 $88,000 18142-2905 Sales which are qualified LOT SIZE 125.000 X 125 OR 18807-2134 09 1999 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/22/2017 Miami shores Village ♦ .93 Gi Building Department log; , RIMINI" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �i"OR,vA 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: 4�zb I/ _ Qualifier/Owner Signature Date Print Name �"- y,,. •r• °"3, p"Y �, ':',»'°"''?y�: `'e'"y. '' aa�' ' Si Aad S+ .o•,i;<<"�7 ? - <.. w NE P OAL -AiLAHASSEE F' 323- 3AN,=IF M rte^ Ls �'r,,Mom CO INC 32 s�q s �;O CE m y=bmam one otm*needy t"?'.�w'iaw.. i:firo"r�w-n`u/byMe9.4 54 A g ATE OF FL tib Ourpm-&--1 i -r ba*R. M9r=NTOF BUSDfr--SS AND fPt'Ifu33< x'L Yom'$4 ' >=6.�., Owba .a"+ REGULAMN 56* ?c ci a,c"iFB?s, -PTS RS�i54" �. ' ms asst a rntmvv= m " X81 a '3s�t5. it, DETACH HUM Sti—br T STATME OF FLO tw&4T OF susaam AM AL It*rIfOut- iorl-S Id ctaow =: �� ,2018 Jd �iaa^j dal �U �' ' U ;e # 'i. HATS AHMAD SvV 67 TERRACE" F WWI= rNSPLAY AS REQ )BY LAW ?�'- 1pt L,ocal Business Tax noce Miami-Dade Coutltv,S e of florida EXPIRES wumAL SgpTEMSER 30,2017 t WLMS CONMCf QA ex TAX COUSOMS rut aL", ACCPRV® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 6/6/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT Juan Hernandez NAME: Casualty Systems, Inc. PHONE (305)551-0590 a/_c No;(305)551-0857 3331 SW 107 Ave E-MAIL Admin@casualt s stems.con ADORE SS: yy INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33165 INSURER A Western World Insurance Company INSURED INSURER B:Granada Insurance Company SaBa Construction Co. Inc. INSURER C: 13132 SW 57 Ave INSURER D: INSURER E: Miami FL 33183 INSURER F: COVERAGES CERTIFICATE NUMBER-CL162504484 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR I POLICY EFF I POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDlYYYY MMIDDIYYYY LIMITS (){ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE IIX OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ NPPS240905 1/26/2017 1/26/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY U JEa R EILOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Eaaccident $ 1,000,000 _ B I ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS X AUTOS 0110FS00026590 12/05/2016 12/05/2017 BODILY INJURY(Paraccdent) $ HNON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident PIP-Basic $ 10,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ �I i I I i DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CGC-059579 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Juan Hernandez/YOYI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025[9014011 Rqmd v i. I DA i I I ars **C5MF4AUOFBzoMAIM13E ' MOMS="M vmwg Fat J 1a SW ST I �i , WAM1 I t i I i r )ry 9 i. i. I i- E i Ii I i i 1 i I f. bat'sa Construction Company, I 13132 SW 57 Terrace, Miami, Florida 33183, Tel (305) 992-1033, CGC 059579 Date:June 9,2017 State of FLORIDA County of DADE Before me this day personally appeared QPe'�'1 c �sd�l®�//' who, being duly sworn deposes and says: That he or she will be the only person working on the project located at: Contractor Signature /n c Sworn to (or affirmed) and subscribed before me this day of e 20 7: By _' Personally know �� OR Produced Identification Type of Identification Produced Print,Type or Stamp Name of Notary 4A. LACEY J GRAVES MY COMMISSION#GG102751 ' EXPIRES May 09,2021 ,S�i�RES G Miami shores Village lose p"' Building Deartment 10050f E.2nd Avenue �lpR�pA Miami ShoreFlorida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exe rnption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. la. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construci ion project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure An employer in the construction industry who employs one or more part-time or full-ti employees, including the owner,must obtain workers' compensation coverage. Corporate office or members of a limited liability company (LLC) in the construction industry may elect to I e exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case f an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Flori Department of State, Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department f State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members ai e allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating at he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or st bcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND Ul IDERSTAND ITS CONTENTS. Signature: &a Oer State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ��7 e- 20_tj. B Aday _IOho1 Or) who is personally known to me or has produced as identification. T,5-Z ®/ —8/ ~- 3 0 G� Notary: SEAL: ,tKr•"t , ROBERT ORAN5KY �J a+ Commission#FF 912 Expires August 25,2019 JOB NAME/ADDRESS: RESIDENCE LOCATED AT 133 NW 94TH STREET MIAMI SHORES,FL 33150 DESIGN CRITERIA FLORIDA BUILDING CODE 2014 WIND CODE: ASCE 7-10 � J MEAN ROOF HEIGHT: 15.00 rc ect EXPOSURE: C Z_ Ltovo CV,�21 BUILDING RISK CATEGORY IIstixan s ones bellsouth.net CONSTANT: 0.00256 ;honm (GCPI): 0.18 7 .573. 1 WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 0.849 (Kit): 1 FLAT ROOF: N/A • E J' R�,a^ `�9 G= 0.00256(Kz)(Kzt)(Kd)(V)A2 156.58 p.S.f16�146-111 W=G(GCP+or-GCPI) AROp1752'.......... ASD 61 P- W .............. (LRFD) ARGN� CALCULATIONS PROCEDURE EXAMPLE,USING MARK (A) W(+)= ..............56.58 p.s.f. (0.9807702+ 0.18 )= +65.68 p.s.f. ..........P(+)- 0.6(+65.68 p.s.f. ) = +39.41 o.s.f. W(-)= ..............56.58 p.S.f. (-1.3615403- 0.18 )= -87.22 p.s.f. ...........P(-)= 0.6(-87.22 p.s.f. ) v -52.33 ps.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ftm 38.89 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. (+) A CASEMENT IMP. 37.000 50.000 12.85 39.41 -52.33 END (5) 16-0629.21 0.98077015 -1.36154030 8 CASEMENT IMP. 19.000 26.000 3.43 40.06 -53.64 END (5) 16-0629.21 1.00000000 -1.40000000 C CASEMENT IMP. 37.000 38.000 9.76 40.06 -43.45 INT (4) 16-0629.21 1 -1.1 WINDLOAD PRESSURE TABLE FOR DOORS TOTAL Sq-Ft 1 20.56 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp GCp AREA P.S.F. P.S.F. (+) (-) 1 JOUTSWING DOOR IMP. 1 37.000 1 80.000 1 20.56 1 38.18 1 -49.89 1 END 5 FL-10537.1 0.94472714 -1.28945428 Florida Building Code Online Ioridluilding.org/pr/pr_app_Ist.aspx 1� 1 '� 1 :4 iE BCIS Home Log In User Registration Hot Topics submit Surcharge stats&Facts Pu s FBC Staff BCAS+SRbMap Links Search ja �I, 1 '. }�` t�� ,CCC+ (p'+�p`g'wJ + Product Approval ,�UN �® ! (I'fe's',Fi n" USER:Public User Product Approval Menu>Product or Application Search>AppB®tl G'K ♦ p P +, '�Vii. Q2h> . ... ... . • o Refine Search Search Criteria Application Type ALL ALL Subcategory Manufact � r ,..� � _.f.�_...._.,. AALL LL, tegory Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications _ ...... _. �r Tvoe 17Ea,. q alid t B „ s ,y _ Pi 2t1 *3t ,`RevisIQTr # enywtYCt Corp( tita ✓ Etyan] King, y Historylie r�t) 37 i. p� .t j " 1. ibTs � � � tTiCSOthSfiar r � i # 3) " • -8283 "'q 0yicp"Impa4pqyfibs gr C�nuttf�' P'S% -.�.v... .. .,__ ra .✓.l .�$3 1 Category:Exterior Doors i Subcategory:Swinging Exterior Door Assemblies ..............................._........._1__..................... ..................-...................................................._............._................................................................_._..........._.............................._............... *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copvriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement under Florida law,email addresses are public records.If you do not want your a-mad address released in response to a public-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address rthey have one.The emads provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a pensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 5c.•i'U Pltl'.t AY.S k:'i I of 1 9/4/2015 11:26 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfy... Ell BCIS Home -, Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search � ' 5 � g � m Product Approval te' USER:Public User a� Product Approval Menu>Product or ADDInation Search>Application Lit>Application Detag R rs ---i �.,.. , m....._...'... ... ,. ..... _ _.._... 00 Application Type Revision oc1e t{ersi 3 2CS14, yr «� ApI' c #fm8�rF�'�F z aK Mr473fE 4 Comments Archived In 3 IxltarJUct„I4aA#ICactttY' ._. ._ Am,�-r€i oYpdrAtT€rEt.,. __ _k Address/Phone/Email 118 Industrial Drive Edgerton,01-143517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity _ _, National Accreditation and Management Institute Quatl �Iact ExpirtIai�tae; 1 / 2i r ' -Ryan 7.Kingt?E. m° Validation Checklist-Hardcopy Received r 03, �s. Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 I of 3 9/4/2015 11:27 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfY... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 R2 Equiv OF STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 Summar'r of Products , `FL# ln6er tlC 1� qt /yry r 113w r. . "235§EC � r..�IC1 55iCL M2kf r.„ •..- �r37 t oil N; Pt", SoutSw .r Rustic" __._.._________._..._.._.........._................ .._.._._._.....---_----------_ _...._._.._.._._ .______._. _.._._.__...---_----.___.-._.__.__....—_________ ` iFt ttf Use �. Ii [lctions Approved for us ri'� atom RZ l"Anst 111 37 i,ndf � Approved fiP'u4ie o t Y Verified By. Lyndon F.Schmidt,RE.43409 pa ct Rte : I Created by Independent Third Party:Yes Design Pressure:N/A ,Evaluation Reports Other:See INST 10537.1 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.1.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions __._ .. -___ ._-_ __.._-.-_.-____-.-_ __........... ..............................._._ ..... ... ._........................._...................................._.....--- _.._.__..._....-- - 10537.2 b 'FiberClassic',"SmoothStar', 68"Impact"Opaque Fiberglass Single Door with Sidelite- I "ClassicCraft"or"ClassicCraft I(OX or XO)Inswing or Outswing Configuration Rustic" I ..................................._........ ... .. ....... ........................................._... ................................_._. i Limits of Use Installation Instructions Approved for use in HVHZ:Yes :. FL10537 R2 II Inst 10537.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.2.adf specific Model and for any other additional use limitations ; Created by Independent Third Party:Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) ..............._..........._.._.._.._.._........................-;_._...._.._.._..._.....................................-._.............................._...................._._................................_...._.. ..................................__............._... ..- - - - 10537.3 c."FiberClassic","SmoothStar", 68"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft i(OXO)Inswing or Outswing Configuration Rustic" ...................._....................................................................................... _._........._..._.........._............_......_....-.... _........ ........ ..... ......_._.._ Limits of Use Installation Instructions Approved for use in HVHZ:Yes ( FL10537 R2 II Inst 10537.3.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 I Evaluation Reports E Other:See INST 10537.3 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.3.odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) ........................................................... ........................_................_...... ---..__..__..... _--_._._..._. .......................... 10537.4 d."Fibei-Classic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing j "ClassicCraft"or"ClassicCraft i or Outswing Configuration Rustic" ............... .......... ...... ........................................._.................................. .......-.--....................._..........._..._......... Limits of Use Installation Instructions 3 Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.4.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:See INST 10537.4 for Design Pressure Ratings by i FL10537 R2 AE Eval 10537.4.odf i t................................................................._......................._.-............----.............._.._......_..............._._....._._............................i........................._...__.._._.....---......._....__._........._............_......--...---......._....--.............._......._...._......._-........ ... 2 of 3 9/4/2015 11:27 AM Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfy... specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions. _.._...._................................._...............__..._..........:_......_............_........._._..... ...._....................................................................._...1....._...................._......._...._............................................._....._._._..._.........................._...._...............-............_........_---- -- i....._..._.._.._........_............._..........................._......w.....__.._.__............................._............_....._..._........................_........_._._.._.._........._..........._.._.._.._..._.._._-._._._........_..............._......._.._..._.__,.,—__.—__.._._.. � 10537.5 e. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites "ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.5.1)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 Other:See INST 10537.5 for Design Pressure Ratings by i FL10537 R2 AE Eval 10537.5.adf specific Model and for any other additional use limitations i Created by Independent Third Party:Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) ......... ......... ........... .... ... .........-_.........i ....... __.......... ..........................................................................._._.__....._..................--__._._._.�__..._, Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address 7 they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: aC tE:k 3 of 3 9/4/2015 11:27 AM Building Consultants, Inc, Consithing and Engineering Smiccs for the Building Industry F'.O.Rox230 Valiiao,,FL.33595 Phone 11109,919,11 Florida toard of En it era,Ce ifie tt of Authorintiom Na.N 13 Ew M -O&W10 f RW Building Consultants and Lyndon F.Schmidt, RE,sic,not have nor will squire financial inter t in the company manufacturing or distributing the product or in any outer erytity involved in the approval process of the pmxluct named in the,acwmpanying Florida Pr uct,approval, r Lyndon F. Schmidt P.E. FL No.43409 January 6,20 15 #f AAdntirr�T.ssv+.I ttd""1" rn l et a',-'�etiPi of WtTv drnce.d1 -hest 1 of i Building Consultants, Inc. Consulting and Engineering Services for the Building Industry PD.I h TV 4010him,F1 :31595 MAO 9131659,9197 1'kiri&Roard 44 F'rurl*,0=4 t;reg n , I r,.r3 1 January 290 2015 To Whom it May C'[3ti3aem; 3 'Le Affm R WAM The products referenced in this Product Approval bane bma Wited in accordance with ASTM D 635-M It ha baen deteminod by Lyndon F.Schmidt,PR and RW l uilding Congultants,Inc,that ASTM D 61"3 is uivalcnt to ASTM D 63546„which is tha wforenoo standard md ym that has bew adopwd by the 5th Edition(2014)Flom Buildilig Code, ASUMILMA ME-QUIVA12131 10 AIM K 84-09 The educts refs raced in this Product Approval have been tested in wcordance.with ASTM E It has been deterrnined by Lyndon F.'.Schmidt,FX,.and RW Building Consultants,Inc,that ASTM E 94-00 is equivalent to ASTM E 84-09,which is the ref n yeas that has been adopted by the,5th Eftion (21 14)Fkwida Building Cock.. The pmducts rvfcrcw=4 in this Produd Approval have been tested in accordancei ASTM 0 26-95. It has been detamined by Lyndon l=,Schmidt,P�E arid RXV Building Consultants.,Inc.that:A -915 is equivalent to ASTM 6 155-05a,which is the reterance standard wid year fhat has been adop4ed by the Sth Edition(21114)Fkxida Building Com. Lyndon F.Schmidt,P.E. FL No.43409 CANo. "13 r � THERMAITRU " 4 . - ► s t t�..Is4caumT1iias.tali:, Ccema=_�rora, [7M 43517 SMOOTH STAR® FIBER CLASSIC 3S� x. CLASSIC CRAFT& CLASSIC CRAFT' RUSTIC jr— pANRTH INSWING/ . N n 2. Product anchors sha be as filled and spaced as shun on dotoft Anchor ernbedment to baymaterial shit be beyond wall dreft orstucco. GO # ,f 4. When used in areas outs of ft"tavHr requ ft whd boars debris protective ft product commas with ° Secftn 1609,12 of the f6C and does not req Ae an impact reastant coveft TN product meets mister � t"13 and he l udw Wind Zone 4 as defined In ASTM EI"G and Section 1609.1.22 of the FPC. 5. For 2(stud frarning constwcEmn,omhorkV of these units shofi be the carne as that shown for 2K buck rn masonry consimction. b. Site conditions that deviate from the deto4 of this drowing require hither engineering analysis by a licensed � engineer or registered aretritect. Wig S. 4,4vft carr flans and oubwkg configurations uft frvestidd item 55 do not meat the.voter in � INSWING 37.75'x 62.W +75.0 -75.0 0 requirements for tha"tfVHr ortd shg be Welled only In non-habitable areas or at hatable locations. protected by an ova or canopy such that the or4ge between the cap of 0mlopy or ovefhong to s5 is STAR � No mala 45 dees TAIM OF COMMO CLASSIC IINS lr NG 37.75"x 8 +100.0 -100,0 - a Cir I r rotes OUTSWING 37.75-x$0.7r +100.0 -100.0 cmdel 2 pSty ^ry 3 Dow ptiniff deloft lCksubc 0aft) CLASSIC INSVMG 37,75'x 821r + - .�) fln7E: 2 24 49 i $ S00t palEat det[�if Comft ttµ4tlC .... ... CRAFT _ ... t eftsttc OUTSWV4 37,75°x 80jr +90.0 -90.0 secft_ AL6 �ergs t fiafS4MG V.7rx +75.0 -75.0 ae w. LF`S 8 Buck and -2x luck c ft M WAM r Q 9e I X buds rnosanry c�asflare n CLASSIC FL-14537.1 m t� $ OUISWWG 37.73^x80,7r +80.0 -80.0 -LOF d4 41 aaaa�`S ......... jF��fji g jai EXTERIOR 47 `�� • IK Pf T h Y INTMOR w�l 1 '1 "�ffARflCIidTAI CROSSS C ION UT All " a EXTER0R INTERIORrP ca TOPkAiE (;vrK371iE €y DETAIL A A . ......._ EtltS41 -cv�, � m 3 Itf3TE tV IIItVC C4P4PQTfFP'j18:. 15G 0.42) +300 }Ca ,n�.•cSab:sa T.1$" n 7r b aura f Ir 1 014 - o Ag 2&86%OPEN a c o c o o a o AREA MAX. E S�df _� oouoo c .. cabcbb�;n � VIRT�CR�$Sj7O�(, aaT€ 2 2 8 0g a 00000 : N.r,.5. o ao0oo�o 00000000 gr- p .._ m DETAIL A-A arc e° _ tfTa FL-105371 504 A EXTERIOR . 1 �(g� y I ��~ice�� '•'``r`~ �'Y r 1 %�, �rrejr►t� tt \M�� a5�a 1ISITERIUR 58 1 HORIZONTAL CROSS SEC17ON v, 1 © T 3 (-� 1.44 TYP.b � @CORMFRS OF PANEL EXTERIOR INTERIOR � � a y- DETAIL A-A ...� —_. _... .._ �s�crtsft j No*wowlm ccmr JNm:Gm CAP,rog cam.f OOafUl $T c> zz c -c O c c ;-�1,44' ;0 cti 0 r a c c 0 acus 004c7Q0?Q0 gyp tY 0000020 000000 av 0000 00 e ©.30.3,r G'l�.s fs 28.116%OPEN a vv^OOGGn:J AREA h.4PJ(. a^.OGOO O n fJ•y c�b f� TMPCAI CROSS SECTION aere: 2/24/09 z LOGOO�^,O« sear= N.T,S. s Of:00OC 0 0 as W. LF"S � PBnal nemf0 cement 6�M t100 0 f1.-111537,t 0 swat 3 W- 0 31 35 EXTERIOR S6 Sl 93 �``` ► n .. rrrrfillu r INTERIOR �� ► � ,�_ t�0p Ht3RlEO#tdAl COY SECTFdAN .. ._. .'.:... A 36 j I - � / M.4 acv CORNERS EXTERIOR INTERIOR �� pg-OF PANEL � i DETAIL A-A _ g d 4D j rt ITE:wt(yJDl4ti2 CQhtKYlENiS:.7AK CAQ,h`WE C4RE 4�"r»Dsf2;i 0 4.05 a0C IL M 0 0 c.3 00. ,QO 'M Z) z V0c-00 / 1 4 I VERM&CROSS 00 0 �kZ SEC .._..No 000 � z�.ec�tsEa QC�1 z AREA co MAX.r c v,JY K d Ff103GR 311LE Dail 2124/09 til }C e a n ti o c 3 scut: Pr.T.S> _ R aa��aao? o AL _. r DEiA1i AaA tent trv< LFS eRMW UM: Ptl r�irtferrent FL—10537-1 4 or10 ar `0�C ......... `l, 64 T 86 87 81 EXTERIOR 87 61 b3 INTERIOR bb ad a2 HORIZONTAL CROSS SECnON "a ® 61 1! a �c cs r >m� �XTERItR INTERIOR DETAJL A-A CfA14EJ Clta�irc ` NOTS:WOODAV€COMPONENTS:FINE rV-, 0.42J bl N onacc�o �000c c+>u• Q u a�ocoG Ed QfJUC�c7 W� Q4G:?Ct ��r , >t> > as _ r CJUvUt�V r. - Ca 0 0 0 0 0 � UUODaD�^.CD 4f4; D G a o 28.86%OPEN �4 D D D D AREA MAX. cl cac�000 c°f D[I D t1 t9 G O WROCAI.CROSS WCIION mrFe: 2/24/09 i 0000uco €+ N.T.S. OUC'r�4c7C3GC� aa: A! a AlL A-A DROM MD.: Panel raEn omar snt FL—10537.1 o ' * e g m� II yam'.. '• `��' J� W N INTERIOR 'O17 114 'P 1 F ._, 0. '<S �TERIOR qQ �# 2 60 .30, "A .3I ilf 2 S 3 I$ttlRtlOWAL CESS SECWNu ) c� ti a Showm wllk sub-buck Ir 5 i, J & a ° i + 0.15" ..� 'SINK CSNK-- ' �. ITYP.I ITYP.J I S F g : z o vi �o INTERIOR INTERIOR �F{,1 ft+ f' � z rf 4 $ a � s .•,fa.i a r...r' i ..in f. 1,2 12 30 EXTERIOR EXXTERI4R. 40 30 4n3E: 2 'L4 Q� _ J60 6♦0� .mep�qq �� .*1�, y _ g_ 6-flab"i�€N, r L:a' a M.Or. 1 MB.EIiYP.J w HORIZOWAL CROSS SECi7ON 3 MG,RIZOWAL CROSS SECTION AiIRI. i�j � EMB. DoT ap o irri8 tswlrsoum-inrr�A FY—10537,1 4K �f�G p , � .,_,....••EXTR[O�i------ -- INTERIOR ._ ~ =f it14 f, /f3040 60 g 40 30 f 40 30 f 60 50 f/! 10 n ff y • law ,� s EXTERIOR INTERIOR EXTERKA INTERIOR • n 1�1 VMC AL CROSS SECTION Z VERUCAL CROSS SMTON 3 V€RUCAL CROSS SEC17ON � � � a�aswir st vn•ksswdr Shown W/I X Wb rCk --�� cooaIWOt d 'f t a`I st siS 13 13 lu'WHT'' olor�rt�t7E1L1610n requUe cont{ EXTERIOR INTERIOR EXTERIOR ENTRIOR ' r'°'��•� ,. 30 40 � _�! 40 INTERIOR EXTERIOR g•f r 6 �`/�; In 50 60 50 60 AO ' 6 y -'' � ` 10 5D 60 I ° c v • a 0 O—Az 2 24 O9 12 4 Va"XAL CROSS SECITON f S ,VERUCAL CROSS SECHON 6 MERWAL CROSS SECROM DWI mAL �I LFS �r.�r�s a t ka�tratlnn r eHi nls � r water EL-10537.1 ••'i fes% 4" O.C.(Txp.) E" 4 'Cys w 49 PV TYP. D TYP. L r TYP,HEAD 8dil MASONRY J MASONRY � MASONRY_ JAMBS _`. 1t�` �v a OPENINGOPENING OPENING a FRAME 2X 89JCK L 2X BUCK , m� � T �� Ct 7X[' K �cn a a BtdC1C AiVCt 7RtkG BUCK ANCHOMG M UGE JAMB FMWAKHORM StRfdfE JAMB DF' &D psf p?<IP<a 100 0 t 4wo"2!t buck ccnstruct�on �P J } ( z CONCROE ANCHOR NOTES: v�iicav T.Comrete anchor locations at the cornets may be asfJbasPed to mainte#n the mirr, edge distance to mortar joints. }} 2.Ca-taea•Qte anctor doeations noted as"MAX.t7rd C�t1tER"must be aowscf to (• � mofffo n ffm min,edge dstonce to mortar joints,adcObnal concrete anchors `.= 15 z may to rimed to ensure the'MAX.ON CENT r dimardon are not exceeded. 3.Concrete anchor table: A t#f9R AI1CIftyR MfAt. MK CLEARANCE UK CWARANCE 3�- i— aw t1'F1E SlZf EAA RTT tO+4MASCWRY TO APJAC&NF �ED" ANCHOR . TAPCON0 1/4" 1-1/C' Y 4" wE� 2 2B tl9 a CO =. scut NJ.51 ULTRAGON 1/4' 1.1/4, 1" 4" 4W R AR tAtCM i lT{AOBOLTDECAtL .ar: A a WOOD SCREW ffiWAUAfQNN+OI S: te€.av: LFS T,mad'rttrin a ni d S!8eage aft=*,rend distance,S I••o.c.spacing of wood stews to prevent the splitting of wood. FL-105 t sra a M.HERD ��y}•'°••.. .&IAMBS kt flot MASONRY OPENING _..! 15 FRAME 17 ca mum'' t � Ll 0. g RlA� 1 .0 2 12 12 _ x 2124109 a° At o t•il� r t•11�' tAR��te aix.sr: L€S 3 %WLC"NJALtAilt?1J NOTES P.t dafnf h a mbftu'n S)W edge distance.)'and distance,d V'o.c spacing of FL—70537,1 vood screws:to prevent the splitting at vmod, P ,� � ¢r:E arQ 81Lt OF MATERIALS ````,,` #+N• r'!,`,, ITEM DESCRIPTION MATERIAL 'ITEM DESCRIPTION MATERIAL �•`'�r•' '�� A 1 X BUCK SG a 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEEP FOR DETAILS S B 2X BUCK SG 2 0.55 WOOD 31 DOOR SKIN 0.095'THK,JCC RUSTIC =6,OOD PSI MIN. FIBERGLASS = �' C MAX,IM'SHIM SPACE 32 TOP RAIL JCLASSDC CRAFT RUSTIC) _...._._ WOOD yy � •+ T h D 1/4'X 2-3/4'ELCO OR!TW CONCRETE SCREW STEL 33 LOCK&HINGE STILE CLASSIC CRAFT RUSTIC WOODAVI E MASONRY-3 000 PSI MIN.CONCRETE CONFORMING TO ACICONCRETE 34 BOTTOM RAIL(CLASSIC CRAFt RUSTIC) COMP. '.�'�'•.•„ „ ��`!" 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC STEEL Oar<r f`r, G 3/16"X 3-114"9TW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE t`T` t � ff IX X 3.9/4'ITW CONCRETE SCREW STEEL - ..4O SMOOTH STAR DOOR SEE DOOR PANEL DETAIL SHEET FOR DETAILS _ _ $ J 114X 3.314'TW CONCRETE SCREW STEEL. 41 DOOR SKIN O 3b5 THK. SMOOTH STAR)Fy=6,000 0 PSI MIN, FIBERGLASS L #I O X 2-W PFH WOOD SCREW STEL. 42 TOP RAIL SMOOTH STAR COMP. 1 INSWING ADJUSTABLE THRESHOLD[MMM) ALUM.IWOOD 43 LACK STILE SMOOTH STAR _ - ._. _._ WOODAVL .M 2 INSWING THRESHOLD(ISP6) ALUM./COMP. 44 HINGE STILE(SMOOTH STAR �m WOOD z° 3 INSVANG SEF ADJUST THERMAL BREAK THRESHOLD ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR „ - COMP. 4 OUTSWINGCOASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023 THK SM00THSTARI._.._.__ T �5 5 UTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAba1 CORE SS POLYURERGLASS ETHANE 6 INSWING THRESHOLD ALUM/COMP. SO CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHM FOR D_EfAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN OD9S'THK. CLASSIC CRAFT -6.0o1 PSL MIN. FIB 8 JAMB PINE SG>-0.42_SMOOTH STAR,FIBER Ct ASSIC WOOD 52.. TOP RAN CLASX CRAFT) COMP. 4 JAMB(OAK)SG>--0.67 JCLASSIC CRAFT&CC RUSTIC WOOD 53 LOCK STU(CLASSIC CR WOODAW k � 10 WEATHERSTRfP FOAM 54 HINGE STILE CLASSY WOODILVL ll HIND STEEL 55 BOTTOM RAIL CLASSIC CRAFT) COMP. 12 #IO X 3/4°PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK.ICLALSIC CRAFT STEL a 13 `#9 X T PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE za 14 LATCH STRIKE PLATESTEEL 60 FIRER CLASSIC DOOR"SEE DOOR PANEL DETAIL SHEET FOR DETAILS Ir _.,___.... .,, ...,., 15 SECURITY STRIKE PLATE - STEEL 61 DOOR SKIN 0.065'THK TIBER CLASSIC Py=6.000 PSI MIN. FIBERGLASS m a 16 #8 X 2-1l2"PFR SCREW STEEL —6i- TOP RAIL FIBER CLASSIC u_.. COMP. 17 #8 X 3l4"PFH SCREW STEEL 63 LOCK STILE(F BER CLASSIC WOODILVL 18 KWIKSET PASSAGE LOCK-SIGNATURE SERs€S STEL 64 HFkr-,E STISTILE FIBER CLASSIC WOOD I 19 KWIKSET DEADBOLT-SIGNATURE SERIES980 u STEEL 65 BOTTOM RAIL FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023"THK. RBER CLASSIC STEEL 2 67 FOAM CORE I POLYURETHANE In u ASr m I I ai�.-sloes T 4 3 54 i tr se €swn�eou id I am m -Vs, T --- -- 83 �.. --•4.W 2124109 z _ sSUM NJ,S. AL Y._ stuc a$r. EFS � S U 0 stan�mC r 9 8 Jai AFL-10537.1 ts�c. p co►eh�_*f-30A�t d P 7` Fr Via MIAMI•DADE p ' 4;, MIAMI-DADE COUl PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMICR1�U 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 0 www.miamidade.aov/economy 1fl'70 batt .. r ® ! SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- aW ��. "Serb"GA_74t!";Outswviug Alrrputm , ��ICM e.. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. X11 At�", 'ATGa�mid ile Imp At LABELING:Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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. TERM1 NATION 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. Ilei '` 0519,13 and consists of this page 1 and evidence pages E-1 and E-2,as well as p drrcu to ttimeritroned above. The submitted documentation was reviewed by Manuel Perez,P.E. --------------------- NOA N 16- " MIAMWADECOUNTY EB13irat�� . 'A0rOI1" tl1<8 �" iiW A111!! �1te' f�lt �i Fgge ; PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 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 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel E. Product Contro7Exainer NOA No. 29.21 Expiration Date: April 11,2018 Approval Date: August 11,2016 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. for their "Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. I5-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.13,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 07/16/15 and expiring on 04/11/18. Q Q Manuel fere Product Control Ex mine NOA Na.lb- 29 1 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 ry�+ ,• ••..• SMPAii't� ' W1ss� 7116*LAMINATED raCX STACK �- GEt� 94 �� A DESK84 p tESStllt �1t f. a � 080'BUTACITE�PVB .Bw SG IIY KURARAY ....- .,�., s ., 1ra'ANNEa�D BAMERIUC�A,INC. M1e•AwvFaLEOOR -AMERICA INC. I)THt P IIUI"i fTA 13 N � �, .wy GLASS i HEATSTRENG7HELA� i w-\-3118'ANNEALED GR MEAT-STRENGTHENED 1/8'ANNEALED 25.476"MAX.O.C.IF WIDTH IS 39 GLASS EKTERIOR 38 REWIAtme sOFTHER. tNsO 14�q fRPT class VEL£TCTfV HUti �� UNDER 33.476'(HEAD&SILL EXTERIOR 4.lOVOC. __.-_ .... + '\ 11l18'GLASS BITE 2}StiUTTS -. B.SEE SHEET 2 11/16"GLASS BITE REGIONS Ri1t2tN�atILATEO �"T)OvkSOV� ras 36 I a 0ORMASONRYi$I�PIUMAM " LiS' C, r_ 01�C3Ni1 A P ED1u f3�utY (a1ACER1AC�i] ERFQRA r\ i7�C, r 32 50 32 WALUAMFNISVVEKSOOTWi l iQICRZY1t1TNli9t1.KK) R TYPiRSk7,AStE37sM19 t _. A \ A SEE 8O• s. 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X SHEET 2 " ,GLASSI TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED �\ Ire•NOM FB'NOM DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.12°THICK OR - GLASS STACK e/18•LAMINATEO GLASS STACK 7118'S STACKED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 0.O !- GLASS STACK I 1/8'ANNEALED GLASS 3118"ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. \ -i�HEAT-STRENGTHENED GLASS 69' I 7n8'AIRSPAC .OW 13UTACrtE®PVB 1/d'AIRSPACE� U5R ANCHOl BY KURARAY 3 18'ANNEALEG 080-SeSY KURARAY IYAiR AT EACH 1/e'ANNEALED OR 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE .TE;ANNEALED cuss,. AMERICA.INc. GLASS v AMERICA.INC. OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT �. J IF; / ' 3116•ANNEALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT* f 3S 111SLB.-gg_AANNN�EA_LED `�, ��_��HEAT-STRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) 1 ZB"fJRtYVER EXTERIOR I i ExTERIOR --- SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION I ly C I i SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE / - , 37 11/18'GLASS BITE 37 11116'GLASS BITE INSTRUCTIONS. i HEIGHT e i 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 / `32 `� -01, TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 8&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, + 7W NOM. FRAME ANALYSIS AND GLASS PER ASTM El 300. 1 j GLASS STACK TILE•LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALI '�'STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. - - --- ' 3!78'ANNEALED EN y B HEAT-STRENGTHENED GLASS 14-i/Y MAX D C.IF WIDTH IS I W AIRSPACE ,OW,SG®--- 8) Y KURARAV 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4`A4f},a(, + 33.47("&OVER(HEAD&SILL) 3nB'TEMPERED - --AMERICA INC WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 30 VISIBLE GLASS 3118•ANNEALEDOR 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS OPEN 1—�38 HEAT-STRENGTHENED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF yes EXTERIOR GLASS ANCHORS INTO WOOD.ANCHORS THAT CONTE INTO CONTACT WITH OTHER :T1'P....................... ON —� DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 37 11/16'GLASS BITE Sfi 9)REFERENCES:TEST REPORTS FTL-7065.3579,3580,3724;ELCO ULTRACON ,} j1•j RL,(y=A OU 14111 iGCOM NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND 'wAgTTd#•rl z ADM ALUMINUM DESIGN MANUAL. a�AttlB[fApA hIR11UU�. •€ SO i UUUCT REVISED •ALEIId!¢N)lS4 pmt m c mi ly ng with ow Flatide 4I�J100 tt7 � GLASS TYPES 8&9 nm8r tGob 2t TABLE I: �� vv��nin/7i PPJ110DIhIC 2x18 . y - R-id By: Dae: ADDED SHEET 11 prodtct B,JR 05/05/16 M mUi kWITH .GENERAL NOTES. . 1 2 7118'Lams(3/18 An-.090"SG-3/18 An) 6 ELEVATION.......................................1 7} Revi-d By: Data: Revls;on A 'Lemi(3118 HIS-.080'SG-3/18 HS) 7 GLAZING DETAILS..........................1 _ 3 7118 INSTALLATION..............._................2 _ 4 718'Left.IG(1/B"An-7/18"Air-1/8'An-.090'PVB-1/8'An) 5 ASSEMBLY TUBE DETAILS.............3 - - Dr BY 5 7!8"Jami.IG(1/9'T-7/18°Air-1/8"An-.090'PVB-1/8"An) 8 ANCHOR SPECIFICATIONS............4 ® Descnptton: 8 7!8"Leml.IG(3118"An-1/4'Air-3/18"An-.090'SG-3/18"An) 9 ANCHOR QUANTITIES.....................4 =6%. 6 b7' GLAZING DETAILS J ROSOWSKI 7 718°Lemi.IG(3118"An-114'Air-3118 HS-.090'SG-3118'HS) 7 DESIGN PRESSURES.....................5-9 �� 1070 TECHNOLOGY DRIVE title: Dote: 8 7t8°Lauri.IG(3118 T-114 Air-3/78 An-.090'SG-3118'An) 9 EASSEMBLY XTRUSIONOETAIL EROOM...........-10 '� .`rS�OlygL E `?� N. =O I E. F11 sz9 75 CASEMENT WINDOW DETAILS-LM 8L SM 08/08/12 9 718'Lemi.10{3f18°T-1/4'Air-3/18"HS-.090°SG-3116°HS) 7 //�i t l 1111\ NOKOMI�. FL 34274 Selves/MOd.; Score. Sheen Drow ny No. Rev: 'PVB'=BUTACITE®P®VBBYKURARAY AMERICA.INC. ALYNN f,,tol %%%%E CENT. OF AUTH. #99296 CA-740 NTS 1 OF 11 MD-CA740-LM B 'SG'=SENTRYGLAS BY KURARAY AMERICA,INC. P.E.t168705 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE OPTION 4 DISTANCE EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. ----- CONCRETEICMU INSTALLATION ANCHORS DIRECTLY INTO METAL. 9�ifl 1 TABLE 3,SHEET 42 EMBEDMENT R PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER EQUIREMENIT -.. BUCK WIDTH ice' ATTACHED TO 82 TYP.ANCHOR 1/4"MAX 16 16 FRAME SILL l I ('0 11 TYPE SHIM ATTACHED TO �-- /I EMBEDMENT ( _ ��SIU- r89�--. 13 812 STEEL AND EDGE { �-(4 g 80 X12�-" 83 SELF DRILLING 1 DISTANCE PER •. v 8) 32 33 ��/ / SMS,SEE TABLE SUBSTRATE, / 20 I 3,SHEET 4. 22 23 „-U4 SEE TABLE 3, O 3 �/ SHEET 4. 60 t DADE APPROVED j - DISTANCE E - I 1 18 `� -�% MULLION,ALUMINUM, (3�37 Q (8 4I BEL. OPERATORARM (38�l STEEL FRAMING ATTACHED TO Q 82 P82 Y Gj�l ., ATTACH�D TO VENT SILL (3cs37� 8�1 FRAME JAMB 13 EMBEDMENT 24 ��\�CXXC '. IBLE LIGHT WIDTH(DLO) F 63 170 ,1�FOR SNUBBER REQUIREMENTS. EXTERIOR ATTACHED M \L SEE TABLE 4,SHEET 4. 18}- EXTERIOR VENT JAMB OFLANGE @ HEAD, I - WINDOW WIDTH L 12 SILL&JAMBS HORIZONTAL SECTION A-A 81 - SEE DETAIL EGRESS FORMULAS: WINDOW JAMB NOTES: Al,BELOW 1 WIDTH,WASH HINGE:WINDOW WIDTH-13-1(2 NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-12 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT•6 VISIBLE 14 WARE ANCHORS LISTED ON TABLE 3.SHEET 4. ? COMBINATION UNITS, LIGHT FOLLOW EMBEDMENT AND EDGE HEIGHT ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION / 10•MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY a / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / I�r WINDOW FRAMES AT 10"MAX. ATTACHED 2)ALL WOOD BUCKS LESS THAN 7-12" i FROM EACH SIDE OF THE FRAME TO FRAME THICK ARE TO BE CONSIDERED I I ASSEMBLY TUBE CENTERLINE- ATTACHED TO ® JAMB INSTALLATIONS.1X WOOD BUCKS ARE I �^�` SEE TABLE BELOW: FRAME JAMB Lk OPTIONAL.UNIT MAY BE INSTALLED Addltlatal Anr2taa Required on each Ali -- - Q 89J DIRECTLY TO SUBSTRATE.WOOD BUCKS �-- 10"MAX. DEPICTED AS 2X ARE 1-12"THICK OR SEE DETAIL A2.BELOW SMe of the Rams Assembly Tube(FAT) ATTACHED TO r I GREATER.1 X AND 2X BUCKS(WHEN USED) W Anchor TS'Ps VENT JAMB L J < Wdth A B,C&D SHALL BE DESIGNED TO PROPERLY �. TRANSFER LOADS TO THE STRUCTURE. ,�, 17"-72.9" 0 0 2 WOOD BUCK DESIGN AND INSTALLATION _ 23•.25,0. p 1 IS THE RESPONSIBILITY OF THE ENGINEER > �•� 1 1 t 38 39 83 OR ARCHITECT OF RECORD.MAXIMUM t- Wtndmv Anchor Type 17 SHIM THICKNESS TO BE V4". LL Haight A e,C 8 D 20 15 16 1T-22.Ir 0 0 (82 DETAIL DETAIL 23'-25.9" 0 1 PRODUCT REVISED 21�. Al A2 • 1 1 dymb wlm ft 8ta da 60 ncee � 1(p-Ofo24.21 �1 19 � 1X WOOD Rcw:sed By: Dote: Recision B: '<pnariou Daze r�� BUCKSTRIP, - SEE NOTE 2, -� _ By THIS SHEET. Revises By Do!e: ,Revision A Miami Pro�n'tC 3 " 114"MAX SHIM Dron»8y: EMBEDMENT g CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR y IC70 TECHNOLOGY DRIVE "tie: Dote' REQUIREMENTN. VENICE, F_ 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 P.O. BOX 1529 INSTALLATION OPTION 3 • NOKOMIS, FL 34274Se les/Moos: Sccle: Sheet Drawing No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B 1X SUCKSTRIP INTO MASONRY. A LYNN 8MIW7P'E' CERT OF AUTH. X29296 CA-740 NTS 2 OF 11 MD-CA740-LM B CASEMENT/CASEMENT(XX) AWNING/CASEMENT(FIXED CASEMENT(XXO) PRODUCTRS tftD as�npdyiog with tffi Flci)dx fiaitdmg Cude !(o-Q(�Q.2! FIGURE 1. �_ �- 10'.SEE NOTE 7,THIS SHEET Aecat�ce� -1 FIGURE 2: 740 SERIES - _.__ AWNING �C C / /WINDOW R1isrni ade RodudC / / /r _ / D FRAME WINDOW -._-- ASSEMBLY HEIGHT � TUBE FRAME ASSEMBLY TUBE NOTES: 'm 10',SEE NOTE 7. D THISSHEET 1)DIMENSIONS SHOWN ARE 2 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH J —CASEMENT—� / INDIVIDUAL WINDOW.FOR SIZES NOT WINDOW SHOWN,ROUND UP TO THE NEXT O WINDOW AVAILABLE WIDTH OR HEIGHT h WIDTH 740 740 / DIMENSION SHOWN ON THE TABLES. M 66 E SERIES FRAME SERIES _ FRAME 2)ANY 740-SERIES PRODUCT � CASEMENT ASSEMBLY CASEMENT -'ASSEMBLY._. (CASEMENT.AWNING OR FIXED o WINDOW TUBE WINDOW U) o E TUBE CASEMENT)MAY BE ATTACHED TO J THE FRAME ASSEMBLY TUBE.FOR a i r- t / 740 SERIES ALL WINDOWS,USE THE WINDOWS �, r FIXED WINDOW NOA FOR ANCHORAGE.SIZE AND LLJ J Il DESIGN PRESSURE LIMITATIONS. 0 Q O / \ 'SEE PRODUCTS NOA FOR - -- 3)ALL WINDOWS IN THE m W N C7 INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N : Q 740 SERIES INDIVIDUALLY COMPLY WITH THE �- F, 3: U) CASEMENT EXTERIOR �l - REQUIREMENTS OF THEIR > v F WINDOW % / RESPECTIVE NOO J0 o Z 4)FRAME ASSEMBLY TUBE TO BE o g O 740 SERIES 740 SERIES m Z FASTENED TO WINDOW,AS SHOW IN AWNING CASEMENT V DETAILS,WITH MIN.#12 X 1'SHEET Y FOR SINGLE UNITS: U) Z O WINDOW* WINDOW METAL SCREWS.USE THE SAME U) Z MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE LLI 1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER. (� LLI ti AND GLASS. INSTALLATION HOLES U) W Q FRAME ASSEMBLY a _ 5)THE FRAME ASSEMBLY TUBE MAY m ASSEMBLY TUBE a .y m Q V 2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 82'IN LENGTH(AS USED maIf AND SUBSTRATE,DETERMINE j MIN.#12 X INA 83'FLANGED WINDOW)OR BE o 4 LL E U YOUR ANCHOR GROUP FROM MIN.#12 X � 1'SMS USED IN TEE OR CROSS TABLE 3,SHEET 4. SMS _ 740 SERIES �_ THROUGH CONFIGURATIONS. THOUGH CASEMENT INSTALLATION .n v m 3)FROM SHEETS 5-9,FIND THE INSTALLATION WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS ® o N rn N N SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO FIND THE PRODUCTS DESIGN 740 SERIES PRESSURE FROM THE TABLE 740 SERIES THE SUBSTRATE.ALL EXTERIOR o LL CASEMENT EXTERIOR FRAME CASEMENT '�, JOINTS TO BE SEALED BY INSTALLER. I I o x W r LABELED'DESIGN PRESSURE WINDOW ASSEMBLY yyIN00W - -7 740 SERIES (PSF)FOR SINGLE WINDOWS,ALL � TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, c z ANCHOR GROUPS'. (,I CASEMENT ADDITIONAL INSTALLATION ANCHORS 0 0 0 HORIZONTAL SECTION C-C vJ WINDOW MAY NEED TO BE INSTALLED o a o 4)DIMENSIONS SHOWN ARE RFOF T TIP-TO-TIP.FOR SIZES NOT 10*MAX.FROM EACH SIDE OF o z Z SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Atleftlorwl Anelwm RKulmd on oath TABLES. SIe Otho Frere Acs Tube(FAT) 5)USING THE TABLE LABELED 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. Wadow Art-Type 'WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VER7ICAL FRAME ASSEMBLY TUBE' OR DESIGN LL W A B,C&D (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23'-26.9' 0 1 NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. vl /� JAMBS OF YOUR WINDOW. Window Anchor Type l 6)INSTALL AS PER THE 4)USING THE TABLE LABELED 9WNDOW ANCHORS REQUIRED'(TABLE 2.SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF LL He1pM A I B,C&D INSTRUCTIONS ON SHEET 2. YOUR WINDOW. I 17'-228° 0 0 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 23-2&8' 8705 D 1 PEP 66703 SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). — 1 1 A.LYNN 5 ,P.E. TABLE 2: TABLE 4: MOM$ Jamb Snubber Locations PRODUCT P"SBD .; r_ }r Glass Type: Clado idn 9c Riu4y7a� 25.15116• 27-3r4• 30• 33.7!2' 35• Pve sc „cwptaoce M 1�O'��1+21 _+ Anchor Group Amber Group Anchor Group Anchor Group Anchor Group ".. �'�n F 'm- Uatr A B Fi,8!sR A 8 C&D A B C&D A S C&D A B C&D A B C&D A B 8D (Types 1,485) (Types 2,388-9) By 40* 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '2 12"max.from 'Mi ftedcs u r,29' 5�0, 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Sr and None each end 8 37 �.rimn' Jamb 2 2 ---'2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 L+ lase Requires max O.C. 25.1518' F310 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12°max.from 12°max.from Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 „ mor.63' Bath end 8 3(' each end 8 30' a m 38 _ 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 ,y, max O.C. max O.C. Jamb 4 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 8 6 4 48' "SG8•=BUTRYGLAS)(B BY RARAY Y AMERICA,INC. J �'. HeadlSiB 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 •SG"=SENTRYOLAS YKURARAY AMERICA.INC. O . 4 6 4 4 6 4 4 6 4 4 6 4 8 8 4 6 8 4 8 64 SD WB' fteadl8� 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jelydo 6 0 4 6 8 4 6 8 4 6 6 4 6 8 4 6 8 4 6 8 4 1}USE THIS TABLE FOR U) z U 80' ALL WINDOWS PER THE Haad/Si0 z 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: °i a Jamb 6 6 6 6 8 8 6 6 8 6 8 8 6 8 6 6 B 6 6 8 8 ELEVATIONS ON SHEET E1. 'a Q �. DIMENSIONS SHOWN ARE Head/SN 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 _1 WINDOW TIP-TO-TIP. Jamb 6 8 6 8 8 8 8 8 8 8 10 6 8 10 6 8 10 6 8 10 6 ,x _ HeaNS81 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT : i X;;, iX',` !X';, O J Jamb 8 8 6 8 6 8 8 10 8 8 10 8 8 10 8 8 10 8 8 10 8 SHOWN,ROUND UP TO U. 78' THE NEXT AVAILABLE ~ Q O HeaWS111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 :"X'. Z WIDTH OR HEIGHT �- ¢ Q L Jamb 8 8 6 6 10 6 8 10 8 B 10 6 8 10 6 !; = WQ N DIMENSION SHOWN ON Heawsw 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X i 0 O N Ui a) O O Z Z TABLE 3: _ ,, .; 00 W Z 'oft Al 2 x'• o +x+, x; 'x'• _ Q (&B1fin EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7110•ANNEALED SG LAMI.GLASS, / l Greco Ata�mr �z '0 114"MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE \i 1/4"steel Ultracon Hatldw Block 1' 6. 1-1/4" No CASEMENT ANCHORS: _-- L S.Pine 518" 1. 7318' No A)FROM TABLE 9,ANCHORS C 8 D ALLOW A DP OF+701-90. -� '� '~ A #14,steel SMS(G5) 6083-T5 Alum. 3!8' Sib' .0.10° No O O N O 0 m'`C =V N V or#14,410 SS SMS A38 Steel 3/8' Stir .050" NO B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE A653Stud, r.33 3.Pine 18 51W .03'1. .280 Go. NNoo DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 8 #12,steel SMS(G5) 8063-TS Alum. 3/8, 5l8' .050• No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. or#12,410 SS SMS A36 Steel 318, 5/8' .050" No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL A - .. �.. .. _.. v rn ocarnN a; 11k aie�1Z Cancra a O'-: E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 70' l n n a Hotlow Block 2112" rc 5 1-1/4 No F)PER RULES ON SHEETS 2 8 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY I� I G S Pine 58 1 73/8° Yea TUBE SIDE OF THE AWNING(HEAD 8 SILL). 4' "�4+ '�4 #12,steel SMS(G5) 8063-T5 Akan. 3/8' 518" .0713" Yes or#12,410 SS SMS A38 Steel 3/B' S8" .050" Yea �o s A653 Stud.Gr.33 318" SW .045",18 Ga. Yes - a i z W S.Pine SIS" 1" 1318• Yea FIXED CASEMENT ANCHORS(SEE SEPERATE NO& / #14,steel SMS(G5) 6063M Alum. 318" SIB" .0713' Yea A)FROM TABLE 9,ANCHORS C 8 D ALLOW A DP OF+701.83.1. or 914,410 SS SMS A36 Steel 318' 518" .050" Yes 10.6• A653 Shad,Or.33 318' SIB+ .045',18 Go. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND / 13.25' 2.85k Concrete 1' 4' 1-314" Yea SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 114"steel Ultracon 2.85k Concrete 2-112" 4" 1318" Yes p Hollow Block 2-1/7 5" 1-114' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 81' Filled Block 2-117 4' 1-314' Yea 1/4'410 SS 3.35k Concrete 1" 5' 1314• No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. CreteFlex .Sk C Block 2.117 5' 1-1/4• No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET t. \ y 6 3.Sk Concrete 1-114' S" 1314" No 1 5118'steel Ultracon Mallow Block 118' S' 1-114• 1'1° F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4' 4" FiVed Black 2-1/2° 5' 1314' NO ASSEMBLY BE SIDE OF THE FIXED CASEMENT(HEAD 8 SILL) I NOTES: __ J I"' 20•►-f•� 20'�{ 25' - "II'F- 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' - a LYNN MILLER,P.B. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.458M5 TABLE 5: 1)'ANVIAMI(118 AN-'09V�--1/$AN} .RouucT REv1SED D§IFFgO P199wte(pstj'1N6 1rd1[il AAOAnatlm'Gra s m campiyio8 wiffi d1e Florida 4)7/8"LAMI.IG(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) a damn case may,r 1 SY&Ydb4FYYldlh A"cCPt4ar'Nod �I•y OMIey'd' ,2515116" 27-314' 30' 33.112' 35" 32' 'PVB•=BUTACITO� BY KURARAY AMERICA,INC. C-<prratem Dale -t91d8r 23"i + +701-W +701-90 +70140 +701.90 +701-90 +701-90 r H� 25.15716" +701.90 «701-90 «70140 +701-90 +T01-90 +7x40 +70140 +I /-rami Peet 4r +701.90 +7a-9D +701.90 +701-90 +70-90 +70/40 170140 + WINDOW 48• +70140 +701-90 +701-90 +701-90 +701-90 +701-W +701-91 HEIGHT .. +701-90 +701-90 +7x-90 +701-90 +701-90 +70AW +74/•68 m 80• +701-90 +70/-90 +701-90 +70148.5 +701.80.8 +701-77.7 +70f-74.3 M3' �+t7.-. +701-90 +70/-80 +701.84.3 +701-76.5 +701-73.7 +701 70.1 y'/INDOW .WIDTH 701-87.2 +701-77.7 +801-71.5 +60/-82.4 +601-60.9 +/-59.3701.84.6 +701-75.7 +147.3 +!-58.9 +1-572 +l-556 SEE SHEETS 1&4 FOR 101-80.4 +701-71.3 +80142.1 +1-842 WINDOW ANCHOR Z U LOCATIONS AND QUANTITIES. Ut otS .o� r- TABLE 6: fn Design Pressure(psi for Windows Attached to a Vertical Frame Assembly Tube (� J LL O Window Width ''- W W FT ander 23" 25-15716` 27-3/4" 30' 33.1/2" 35" 3T d U Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group r tjj A B C D A B C&D B I A,CBD B AC&D A B G&D B A,C&D B A,CBD 00 W under 23" +701-90 +701-90 +74.90 +701-90 +701-90 +701-90 +701-90 +70)90 +7d-� +701-90 +701-90 .701-90 +Ta-90 +701-90 +701-90 +701-90 +74.90 +701-90 0 OD 0 N Z 25-1&18" +701.90 +701-90 +71Y-90 +701.90 +701-90 +7d-90 +701-90 +701.90 +7d-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +74-90 +701-90 ; -6 O I;n Z 38318" +701.90 +701-711 +700-90 +701.90 +701.81 +74-90 +701-90 +701-90 +70-90 +701-90 +701.90 +701-90 +701-90 +70190 +7(u90 +701-90 +701-90 +701-90 _ W q 48' +701-73.1 +1-57.3 +70-90 +701-90 +1-84.8 +701-90 +701-90 +701-90 +71Y-90 +701-87.6 +701.90 +701-W +701-78.6 +701-90 +701-90 +701.90 +Ta-88.9 +701-90 Y W F- .$ 51)64" +/59.3 +1543 +74-90 +74-90 +/-514 +70/-90 +701-90 +701-90 +701-90 +701.83.2 +701-90 +701-90 +701.746 +701.90 +701.89.2 +701-90 +701-84.3 . . - . -73.. T4-892 d ZW 6 +I-58.5 +/458 +701.847 +701-0 +1-51.8 +701512 +701-9 +74-75.9 +4.90 +701-702 +7458.5 +701-80.3 +1529 +70150.6 +701-75.2 +701-7777 +0.712 +701-74.3 OZ +15 +741 w83H-036 +70140.7 +701595 +l-093 *701-77.3 +74-� +74.72.3 .7d95 *7454-3 +7d-78.5 +J-599 +701-765 +701-71.6 +74 O Q yW �U FRAME 10°MAX. --+-I /ASSEMBLY " ' V TUBE TABLE 7: T- -+ > o Design Pressure(pat for Windows Attached to a Horizontal Frame Assembly Tube _ WINDOW Window Width HEIGHT I�UJ! under 23° ?515118" Z7-3/4' 3P 33112 35' 3T WINDOW FRAME I o LL x HEIGHT ASSEMBLY /J z w o S Aouhor Anchor Anchor Anchor Anchor Group Anchor Group AnohurOroup TUBE IWMDOW - ADDITIONALwio� Group Group Group Group •'1 I'� ANCHOR 0 0 All All M AO B A.C&D A B C 8 D A B C 8 D 10'MAX WIDTH (4),IF REQ. o °o T O w under 23• +7010 +70190U+701-90 +70152.1 +701-90 +701.90 +701-78.5 +701-90 +701-90 +70/-74.3 +701-90 * SEE SHEETS 1&4 FOR WINDOW ANCHOR r, ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25.15116• +7440 +701-9001-90 +701-90 +70/90 +701.88.8 +70/•90 +701 90 +70/.84 +70190 +701.90 ANCHOR 3 FOR ANY ADDITIONALANCHORS 3&&8' +701.80 +701.900/90 +70/.W +701-90 +70190 +701-90 +74-90 +74-90 +701.90 +70140 14),IF REQ. REQUIRED FOR THE FRAME ASSEMBLY 48° +701.90 +70/4070I-90 +701-90 «701-90 +701-90 +701-90 +7440 +70-90 +7a-9D +701.90 TUBE. WINDOW80.9/8' +701-SO +7019070140 +70140 +74-90 +74-90 +7a-9D +70190 +70/49.2 +70/-W,2 +701592 - WIDTH 60' +701 +701-80015&5 +70140.8 +70150.8 +70177.7 +70177.7 +7x77.7 +701-74.3 +701-74.3 +701-74.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR63' +701-90 +7014001-04.3 +74-76.5 +701.78.5 +70/-73.7 +701-73,7 +74-73.7 +70170,1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72 +701-90 +7447.2 +74-77.7 +70/71.5 +001$2.4 +84.824 +80140.9 +80140.9 +80140.9 +/4g.3 +189.3 +/49.3 3 FOR ANY ADDITIONAL ANCHORS �////••• 78' +74-90 +7x44.8 +701-75.7 +147.3 +1.68.9 +188.9 M-57.2 +14'72 +1-57.2 +/45.8 +145.8 +/-55.6 REQUIRED FOR THE FRAME ASSEMBLY - U / 16 TUBE. b 84° +70140 +7x40.4 +701-71.3 «6x521 +1842 +184.2 - NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P21058705 191 FOR GLASS TYPES: TABLES: 2}7/16"LAMI(3/16 AN-.090-SG-3/16 AN) :�D ; UIT R£ 360 Design Pressure(psq for Sir19te Wauiows,Al Anchor Groupe :u camplyur9 a` N p Window V th 'SG"=SENTRYGLA BY KURARAY AMERICA INC. 1-7111, rattler 23" 25-15/18' 27.314' 1 30" 33.12 35' 3T E hue under 23" +9W-130 +W-130 «9W-130 +SW.130 +9W-130 +901-130 +901-130 WINDOW 13y 25-15116" +901-130 +901-130 +Bd-130 +901-130 +80/-130 +M-130 +W-130 HEIGHT �1 3831&" +W-130 +90%130 +901-130 +901-130 +901-130 +901-130 +801-130 1 46" +90/-130 +901-130 +901-130 +901-130 +9p/-130 +901-130 +91-130 L s x 50-518' +901-130 +90%130 +90/-130 +901-130 +90/-130 +9N-130 +51.130 WINDOW 80" +901-130 +901-130 +9N-130 +91Y-130 +901-130 +801-130 -M-130 WIDTH 63' «90%130 +901-130 +W-130 +801-130 +901-130 +9ry.130 +W/-129.6 SEE SHEETS 1&4 FOR 72" +901-130 «901-130 +901-130 +9W-130 +901.128.1 «80f-122.5 -i -113.8 WINDOW ANCHOR 6 LOCATIONS AND QUANTITIES. 't 76" +90/.130 +901-130 +W-13D +9W-130 +901-124.1 +9W-116.7 +901-107.8 a 84" +901-130 +9W-130 +WA30 +9W-130 +901-116.4 0n Q CD Z 6� TABLE 9' r DesiM Pressure(1st)for Windows Attached to a Vertical Frame Assembly Tube _ (7 -t L1_ Window With W W N Ell under 23" 25.15118" 27314" 30" 33112' 35" 37° N d. o ` Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Grob Anther Group Anchor Group co A B C D A B ECI B AC&D A B C&D A B C&D B A,C&D A B C&O � W O aH wider 23" +701-90 +701-90 +701-90 +7W-90 +701.90 +701.90 +701-90 +701-9D -701-� r7d-90 +TOt-90 *701-� +70190 +701.9D r70/-� +701-90 *701.90 *701-9D +701-902615116" +701-90 +701-90 +701-9D +701-90 +701-00 +701-9D +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 +701.90 +701-90 '6 $O 38318' +701-90 +701-71.6 +701-90 +701.90 +701.81 +7019D +70190 +701.90 +701-90 +701-90 +701.90 +701.90 +701-90 +701-9D +701-90 +701.90 +70190 +701-90 +701-9048" +701.731 +157.3 +70/-90 .7W-90 +1.64.8 +701.90 +701.90 +701-90 +701-90 +701-87.8 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70188.9 +701-90 LLI 50-518" +1.89.3 +1-543 +701-90 +701-90 +1-61.4 +701.90 +701.90 +70190 +701-90 +701413.2 +701-90 +701-90 +701.90 +701-90 +701-89.2 +701-90 +701-90 +701-84.3 +701.90 d Z te80" +158.5 +1-058 +701-847 +701.90 +151.8 +701-812 +701-75.9 +70190 +70189.6 +701-70.2 +701-90 +7W.0.3 +701-78.8 +701-9D +701-75.2 +701-96 +701.90 +701-71.2 +701-90 OZ W+/A3.6 +70/.807 +701.89.5 +1-093 +701-77.3 +701-72.3 +701-90 +701853 +1.66.8 +701.90 +701-76.5 +701-74.9 +701-90 *701-71.6 +701-90 +70/-86.5 +187.8 +701-90 o(� w $Q m 0 i 0/ to U FRAME p ❑ V ASSEMBLY TABLE 10: 19"MAX -+r{ 4 I 7116E Design Pressure(pst)for Windows Attached to a Horizontal Frame Assembly Tube T ® o rn N Window Width WINDOW Wind WINDOW FRAME HEIGHT III o 4 under 23' 2575/16" 273!4" 30" 33-112" 35" 37" HEIGHT ASSEMBLY 11 I o C' s Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group jI 5 a Group Group Group Group Group Groep I WINDOW I ADDITIONAL / r'Z o 0 0 At All All All B A,C&DFA B C&O A 8 C&D 10"MAX. ---�1 WIDTH f4N I R� _/ under 2T" +701-90 +701-90 +701-90 +701.90 +701-821 +701-90 +701.78.5 +701.90 +701.90 +701.74.3 +7430 kADDITIONAL �) o Z W ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 2515116° +7W-90 +701-90 «701-90 +701-90 +7W_90 +701-90 +701.90 *701-90 -70/84 +701-90 +701-90 (4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 38-16" +70'� +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +74.90 3 FOR ANY ADDITIONAL ANCHORS 48" +701-90 +701.90 +701-90 +701.90 +701.90 «701-90 *701.90 +701.90 +701-90 +701.90 +70190 WINDOW REQUIRED FOR THE FRAME ASSEMBLY ywmTM �- TUBE i 505!8" +701-90 +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +701'-90 +701-90 +701-90 +701.90 60" +701-90 +701.90 +701-9D +701.90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR .. t};1° +701-� +701.90 +701-90 +701-� «701-90 +ld-� +701-90 +701.90 +701-90 +701.9p +701.90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 72" +701-90 +701-9D +701.90 -701-90 +701-90 +701.90 1 +70-90 +701-90 +701.90 +701-90 +701.90 +701.9D REQUIRED FOR THE FRAME ASSEMBLY / L6 76" +701.90 +701-90 +701-9D -701-90 -70/.90 +701.90 +701-90 +701.60 +701.90 +701-90 +701-90 TUBE. rj 64" +701-90 +701-90 +701-90 +701.90 +701.90 +7(Y-90 NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER.P.E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 66706 FOR GLASS TYPES: TABLE 11: PRODUCT REVISED Design Pressure(psO for Single Windaws,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) "s camplywg with dre Flume Building Code Window Width 35' 7/8"LAML IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3116"HS) rp-o("7 Z)) anter Zr zs-13111 27�1a^ 30• 33-112" 35• 3r 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3116"HS-.090"SG-3/16"HS) under 23- +901.130 +901-130 -90f-130 +901-130 +901-130 +Ba-130 +WA30 "SG"=SENTRYGLASPBY KURARAY AMERICA,INC. Bp Miseni Pro-9n.4. 25.15118- +W-130 +901-130 +901-130 +901-130 +9W-13D +901-130 +Sm-130 38-313' +8&-130 +901-130 +901-130 +9W-130 +M/-130 +ger-130 +901-130 48' +901-130 +90f-130 +901-130 +801-130 +Wl-130 +901.130 +9m-130T- > 50.38' +W.130 +W-130 +M-130 +8W-130 +9D1-130 +901-130 +9m-130 T a m 601 +90/-130 +901-130 +901-130 +9W-130 +901.130 +90/-130 +90%130 WINDOW HEIGHT 63' +901-130 +901-130 +SW-130 +W-130 +9W-130 +901-130 +9 -130 -� t 2Z +901-130-130 +901-130 +1101-130 *801-130 +901-130 +901.130 -901-130 76' +9&•930 +9W-130 +901-130 +901-130 +901.190 +901-130 +901-130 WINDOW 84° +901-130 +9W-130 +SW-130 +801-130 +9W-i30WIDTH Cl) -U SEE SHEETS 1&4 FOR OjS c 0 WINDOW ANCHOR C9 0 LOCATIONS AND QUANTITIES. Z - o TABLE 12: Design Pressure(psf)for Windows Attached to a Vertical Frame Assemhly Tube (� J LL O Window Width d W m under 23" 2515116- 27-314' 30" 331/2" 35° 37" 0 '_^ Anchor Getup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grasp N (n A 8 C D A B C8D B F-70-90 A B C80 A B C&D B A,C&D A B C&D O"O LL) e;H under 23" +701-90 +701-W +701-90 +701-90 +701-90 +701-9D +701-90 +701.90 +701-90 +7&-90 +701-W +701-90 +701-90 +7&•90 +701-90 +701-90 +7W-990 + Z 25.15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +7x-90 +701-90 +7&-90 +701-90 +7x-90 +701-90 +701-90 +701-9038.318" +701-90 +7&-71.8 +701-90 +701-90 +701.81 +701.90 +701.90 +701-90 +70190 +7m-90 +701-90 +701-90 +701.90 +T&-90 +701-90 +7&-90 +701-90 +T(Il +7-90LU48" +701.73.1 +157.3 +701-90 +701-90 +1-64.8 +701.90 +7W-90 +701.90 +701-90 +701.87.8 +701-90 +7&-90 +701-90 +7x-90 +701-90 +7&-90 +701-90 +7&88.9 +70190 Y W F- 50-5/8" +/-89.3 +154.3 +701-90 +701-90 +181.4 +701-90 +7x.90 +701.90 +701-W +701-83.2 +701-90 +701-90 +701.90 +7&•90 +701892 +701.90 +701.90 +701.84.3 +701-90 d Z 60" N58.5 +1-458 +701$4.7 +701-90 +;51.8 +7&81.2 *701-90 +701-75.9 *70189.6 +701-70.2 +701-90 +70180.3 +701-78.8 +701-90 +701.752 +701-90 +701-90 +701. . . O Z+155.7 +t-03.8 *70!80.7 +7x89.5 +1-49.3 +7&-77 3 +70/•90 +7m•72.3 +70185.3 +186.9 +70190 +701.78.5 +701.74.9 +701-90 +7-71.6 +701.90 +701865 +187.8 +701-90 m -. (n co W 'Q m 0 „w � �U " a vQ FRAME 10•MAX -►{ s- ASSEMBLY TABLE 13: TUBE Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tuba B WINDOW 0nn,'°•r am Windom Width WINDOW FRAME HEIGHT I I o� under23° 25-15118" 27-314" 30" 33-112" 35' 37" HEIGHT ASSEMBLY o W Anchor Archor Anchor Anchor Anchor Anchor TUB / m N a Anchor Group Anchor J WINDOW I-- ADDITIONAL / 100 O El Getup Getup Group GnauP Grorry Group 10'MAX. WIDTH r- ANCHOR ( o 0 Alf AD AD All B A,C&D A B C&D A B C&D (4),IF RED' under Zr *70190 +70140 +7x-90 +70190 +7&82.1 +7x•90 +7490 +701-78.5 +7W-90 +701-90 +70174.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15116' +7x90 +7x90 +70190 +701 90 +7&90 +701-90 +701-00.8 +701-90 +701-90 +701-84 +7(0-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET +70140 +7x-90 +7x90 (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS 33-3/8° +70190 +7x-90 *7x90 +70''90 +7fU'9D +7fU-90 +701-9D +701-90 +7x•90 REQUIRED FOR THE FRAME ASSEMBLY - _ 48' +70190 +7x90 +7x90 +7090 +70190 +7490 +70190 +701-90 +701-90 +70-90 +701-90 +7x-90 I WWOOW TUBE. 503!8" +7x90 +70190 +7&� +70190 +7x90 *74.90 +7490 +701-90 +701.90 +7W-90 +701-90 +70/90 I -�I WIDTH 80- *7&90 +70190 +70190 +70190 +7x90 *71y40 +7x90 +701-90 +70/90 +701-90 +701-90 +701190 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63" +70190 +7&40 +70t90 +701-90 +701-90 +70190 +70190 +70190 +7&90 +701-90 +711-90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET R QUIREDOR ANY ADDFOR TH FRAL AMCHORS E 72- +7(Y-SD +7x-90 *701-90 *7x90 +7x-90 *7&9O +7x`•90 +7m-9g +701190 +7m-90 +7&-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY C 78" +70(40 +7&90 *70190 +7&90 +7&90 +7&90 +7x90 +7&-90 +701-90 +7&-90 +7040 +70190 TUBE. 801" +70-90 +7&-90 +7x9(1 +7m90 *70190 +7x90 1 ._ NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER P.E. PE.e6a706 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FOR GLASS TYPES: TABLE 14: 5)7!8"LAMI.IG:(1/8"T-7116"AIR-1/8"AN-.090"PVB-118"AN) PRODUCT REv1sBn Design Pressure(psi)br Shtgye Wridam,AD Archer Groups a<smplying watt M ftmib 'PVB'=BUTACI M BY KURARAY AMERICA,INC. Building Codo Window Width ��.ccaxpraace Too�.C7fo%q:LI under 23" 2515/18" 27374" 30• 33.117 35' 3r E:p" Bate under 230 +701-80 +701-80 +701-90 +701.90 +701-90 +701-90 +701.90 2615116• «70130 +701-170 +701-91) «70/41) +70/-90 +701-90 +70/30 1t3[R i 0/C IiUd11CI 36378' +74-90 +701-90 +701-90 +70130 +701.90 +70/-80 +70130 48" +701-90 +701-90 +701-90 +70130 +70490 +701.90 *74-90 SOS/6• +701-90 +701.90 +701.90 +70130 +701-90 +701-90 +701-90 m 61)" +70130 +701.90 +70/-90 +70/-90 +70/.90 +701-88.8 +701-84.6 WINDOW HEIGHT g 83• «701490 *701-90 +70/-00 +70/30 +701.87.2 +701-84 +70/-79.0 J 72" +70130 *7013D +7d-88.5 +70/-81.5 1801-70 +60/$9.4 +80187.6 76` +701-90 +70-90 +701-86.3 +701-76.7 +60/.87.2 !+Wl5.2 +80193.3 WINDOW ILU e Q 84• +70130 +7430 +i0/-81.3 LU +60%70 +601-61.8 WIDTH `U SEE SHEETS 1&4 FOR ojJ T6 WINDOW ANCHOR C9 0 LOCATIONS AND QUANTITIES. z n 2 TABLE 15: t _ Design Pressure(pei)for Windows Attached to a Vertical From Assembly TubeLL J_ m Window Width Q Q �W� I under 23' 2515116" 27.3!4• 30" 33.112' 35' 3r 1 W Q N 00 Anchor Group Anchor Group Arohor Group Anchor Group Anchor Croup Anchor Group Anchor Group N a A B C D A 8 C&0 8 A.0&D A S C&D A B C&O 8 A,C&D B A,C&D - (1) under 23• +70f-00 +70130 +70130 +701-90 +701-90 +70130 +70/30 +7x30 +70490 +701-90 +701-90 +701-90 +701.90 +70130 +701-90 +70130 +70130 +701-90 +701-90 O 2515118' +70131) +M-90 *701,91) +70/-90 +701-90 17-30 +70130 +701-90 +70131) +70/-90 +701-90 +70130 +70131) +70130 *701 +7430 +m'W +70/30 +7w-w 4 y;5 = p �z 35318" +70/30 +701-71.8 +701.90 +70130 +701-81 *70f-90 +701-90 *701.90 +701-80 +70130 +701-W +70130 +701-90 +70130 +701.90 +70130 +70/-80 +70/-90 a+701.90 o (n Z_ 48• +70/-73.1 +1-57.3 +701-90 +701-90 +1-84.8 +70/30 +701 +70130 +701-90 +701-90 +701-87.8 +701-90 +701-90 +701-78.6 ♦7030 +70/-90 +70/30 +70188.9 W60578° +1-89.3 +/-54.3 +701-90 +70130 +1-81A +70/-W «701-90 +70130 +701-90 +74-10 +701.832 +70130 +74-90 +701-746 +70/30 +70/$9.2 +70/30 +701-84.3 Y80" +/-58.5 +/-45.8 +70184.7 +TO/3O +131.8 +701-61.2 +701-90 +701-76.9 +7x30 +70188.8 +7p17p2 +701-90 +701.80.3 «/829 *70130 r7a-7S.2 +701.88.8 +701 71.2 y Z 83' +/-85.7 +1.43.6 +70180.7 +701.89.5 */-09.3 +701-77.3 +70130 +701.72.3 +701-90 +701-85.3 +1-86.8 +70/30 +701-7fi.5 +/-Sg.9 +701872 +70/-71.8 +701$4 */-87.8 �7Q,/h� 'Z'fr�� W T V! 2 v W n Q FRAME 'c O n V) N 0 10'MAX. ASSEMBLY o %LU m Q TUBE T_ TABLE 16: WINDOW Design Pressure(psi)br Windows Attached to a Horizontal From Assembty Tube T HEIGHT ® Window Width B ;+7011-.90 2518118' 273/4' 3D° 331M" 35' 3T WINDOW Fl SSEMBLY ME W9VWW ADDITIONAL zAnchorAnchor Archof HEIGHT TUBE WIDTH ANCHOR < Group OrouP GroupArcfer Group Ancien Group Anchor Grtwp (4),IF RFA. _ u z gSEE SHEETS 1&4 FOR WINDOW ANCHORa A0 All All B A,C&D A B C&D A B C&D 10"MAX LOCATIONS AND QUANTITIES.SEE SHEEPunder 23` *701-90 +7480 +70130 *70/82.1 +70130 +74-90 +701-78.5 +70130 +701.90 +701-74.3 +701-90 ` 3 FOR ANY ADDITIONAL ANCHORSiADDITIONAL2615118" +7430 +701.90 +70180 +70130 +70/30 +70/86.6 +701-80 «70/30 +70184 +701,80 +70130 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 363/8' +70130 +70/-91) +70130 *701-91) +70130 +701-90 +701-90 +701-90 +70130 +701-90 +701-90 (4).IF REQ. TUBE. 1' 48• +70/.90 +7d-W +701.90 +701190 +70130 +70130 +70/31) +7D/-9D +701-90 +7x-90 +701-90 +701-W 50.618" +70/30 +701.90 +70/30 +70130 *70130 +701-80 +701-90 +70/30 +70ts90 +701-90 +70130 +70130 WINDOW ��crWWTH t"�_ 80` +70f.90 +70130 +70130 +70130 +70130 +70/30 +70f-98.6 +70/86.8 +701.88.8 +70184.8 +70184.6 *701.84.8 SEE SHEETS 1&4 FOR WINDOW ANCHOR 83" +7030 +701.90 +70130 +70130 +701-87.2 +701-87.2 +70184 1 +70184 +701.84 +701-79.9 +70/.79.91 +70/-79.9 LOCATIONS AND QUANTITIES.SEE SHEET 72" +70130 +74-80 +701-88.5 «70181.6 +ed-70 +B0/-70 +80198.4 + 189.4 «80189.4 «�/-87.6 +80187.6 +801$/.8 3 FOR ANY ADDITIONAL ANCHORS 78' +7430 +7490 1701-66.3 +701-78.7 +80/872 +8018/.2 +6489.2 +801-85.2 +8495.2 *80183.3 +80/83.3 *80183.3 REQUIRED FOR THE FRAME ASSEMBLY O 0 84• +70/-90 +701-90 *70/81.3 1 +501-70 +60!91.8 +8481.8 TUBE. NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER P.E. 21 SEES= 4 FOR SNUBBER REQUIREMENTS. PEosBNS FOR GLASS TYPES: TABLE 17: 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) PRODUCFREVISED Design Pmaeure(pal)br Side tA6rdaws,AO Anchor Groups .-plying with the Flonda 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) B"1dp gcedo Window Widthepulace 140 16'O(P24.4 under 23' 25.18/16' 273/4" 30" 33.112' 35' 37" "SG"=SENTRYGLAS SY KURARAY AMERICA,INC. it°t t)aue ' under 23' +901.130 +801-130 +90/-130 +94-13D +901-13D +801-130 +901-130 By 25-15116' +901-130 +901-130 +901-130 +901-130 +801-130 +901-130 +901-130 Nfis' " P 383/8" +901-130 +901-130 +901-130 +901-130 +81)/-130 +901-130 +90/-130 48' +901-130 +901-130 +901-130 +84-130 +901-130 +90/-130 +901-130 5D-5/8' +901-130 +901-130 +901-130 +O(.130 +80%130 +W-130 +901-130 In 80' +901-130 +901-130 +90/-130 +W-130 +901-130 +801-130 +901-130 WINDOW 3 HEIGHT mac' 83' +94.130 +g4-130 +901-130 +116/-130 +SW 130 +901-130 +901-130 J 72 +901-130 +84.130 +SD/-130 +9p/-130 +80/-131) +94-124.8 +g4-115.7 O 78' +901-130 +84-130 +90/-130 +9(V-130 +801-126.2 +801-118.7 +80l-108.8 WINDOW�, a � � 84' +801-130 +gp/-130 +80/-13() +901-130 +90/-118.4 WIDTH o Q U SEE SHEETS 1&4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Z o TABLE 18: n Design Pressure(psl)for W mdows Attached to a Vedical Frame Assembly Tube (1 m Window Wldh W 0 0) under 23" 2&15!16" 27.314" 30" 33-112' 35" 37" 04 d Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N A B C 0 A B C&D 8 A,C&D A B C&D A B C&D B A,C&D A B C&D OBD W vF�' order 23' +74-90 +701-90 +701-90 +701.90 +701.90 +74-90 +701.91) +701-90 +701-90 +701-90 +701-90 +701-90 :+7000 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 yio 0Z 25-15116' +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-9D +701.90 +74.90 +701.90 +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 +701.9038318" +701.90 +701-71.6 +701-90 +701.90 +74.81 +701.91) +701-90 +701-90 +701-90 +701-90 +701.90 +74-90 +701-90 +701-90 +701-90 +701-9D +701.90 +701.90 +701.90W48" +701.73.1 +1-573 +101-90 +701-90 +184.8 +701.90 +701.90 +701-90 +701.90 +701-90 +70187.8 +701.90 +701-90 +701-90 +701-90 +701-9D +701-90 +701.88.9 +701-90 50518' +/89.3 +1.51.3 +701-40 +701-90 +181.4 +701-90 +101-90 +701-90 +74.90 +7111.90 +7483.2 +701-90 +101-90 +id-90 +701.89.2 +701.90 +701-90 +701843 +701-90 j d Z 60" +158.5 +1.458 +701-84.7 +701-90 +/51.8 +7481.2 +701-90 +701-759 +701-90 +701.84.8 +701-70.2 +74.90 +701-786 +701-90 +701-752 +74-90 +701-90 +701-71.2 +701-90 O Z �83" +t 55.7 +143.6 +701.80.7 +701-89.5 +1-49.3 +701.77 3 +701-90 *701.723 +701-� +74-953 +1-86.9 *701-90 +701-74.9 +701-91) +701.71.6 +701-90 +701.86.5 +/87.8 +701-90 (/7 0 L W "Q p C/) (n \U �W vQ v FRAME 10'MAX. ASSENIDLY TUBE Zof o TABLE 19: Design Pressure(pal)for Windom Attached to a Horizontal Frame Assembly Tube WINDOW o M < a B HEIGHT Window Width Wg.IppW FRAME x under 23" 25-15!18' 27-3l4' 30' 331!2" 35" 3T HEIGHT ASSEMBLY i v_; a Anchor Anchor Anchor Anchor Anchor Anchor TUBE ADDrricmi- F Z S 0 Goof Group C4rOUp Group Getup Group Anchor Group Anchor Group WINDOW -ANCHOR All All All All B A.C&D A B C&D A B C&D 10' (4),IF REQ. o z Z w T- SEE SHEETS 1&4 FOR WINDOW ANCHOR � wader 23` +7490 +701-90 +701.90 +74-90 +70132.1 +701-90 +74-90 +701-78.5 +701-w +701-90 +74-74.3 +701-90 T ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 2545/10" +70130 +701-90 +701-90 +74-W +701-90 +74-90 +701.88.8 +701-90 +74.90 +701-84 +70/-90 +70/-90 LANCHOR 3 FOR ANY ADDITIONAL ANCHORS u. (4),IF REO. REQUIRED FOR THE FRAME ASSEMBLY 38318' +701.80 +70140 +701-80 +701-W +70/.90 +701-90 *70190 +74-90 +701-90 +70190 +70/90 +701.90 TUBE. 48' +74-90 +7490 +74-90 +74-90 +701-90 +701-90 +74-90 +74-� +74-90 +74-90 *74-90 +701.90 I WINDOW 50-5'8' +701-90 +70190 +74-90 +70/40 +701-90 +74-90 +701-81) +74-90 +7490 +701.90 +7490 +701.90 WIDTH w +70190 +70190 +701-90 +74.90 +701-90 +7490 +70190 +74-90 +74-90 +74-90 +7490 +70190 SEE SHEETS 1&4 FOR WINDOW ANCHOR 83" +7490 +7490 +7490 +70!90 +74-90 +7490 +7490 +74-90 +7019D +7490 +7490 +70198 LOCATIONS AND QUANTITIES.SEE SHEET 1 3 FOR ANY ADDITIONAL ANCHORS 72" +74-90 +74-90 +701-W +70!90 +70/90 +70190 +74� +74.90 +7490 +7490 +74-90 *701-91) REQUIRED FOR THE FRAME ASSEMBLY A C {VVV 7E +7490 +7(Y90 +70/90 +70190 +7090 +70190 +7490 +70190 +70190 +74-90 +7490 +70190 TUBE. ' 84' +701-90 +70190 +701-90 +7(Y90 +701.90 +70M NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A,LYNN MILLER,P.E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA 58705 TABLE 20: Item Dwg.# Description Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&Jamb 6063-TB Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063-TB Alum. 3 7003 Sash Top,Bottom&Side Rall 8DS3T6 Alum. 4 7008 Frame Comer Key Steel 3 5 7009 Sash Corner Ke al Ste 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7(770 1 Bulb Weatherstri .197"x.275" Flex PVC 70 10 7024 IMaxim Multi-Point Lock steel SASH 11 7026 Lock Support Plate Steel 12 7014 Multl-LockKeeper Steel AS REQUIRED PER n._ '� CORNERS TABLE 3.SHEET 13 7013 Tle BarGulde Nylon 1 14 7015 Tie Bar Assembly Steel or SS y 15 7028 Maxim Dyado erator,WWc=-24" Steel 16 7027 Maxim Dual Arm Operator,WW>24" steel 17 7030 0 eratorGasket Vinyl Foam 7 18 7031 operator Backin Plate steel 19 7051 Operator SacerBlock Nylon `- 20 7032 Stud Bracket Steel 21 7033 Operator Track&Slider Dual Arm Steal 22 7023 Egress Hinge Heavy Duty),Manuf.b Truth Steel 23 7050 Egress Hinge/washable(HD),Manuf.b Truth Steel 5 24 Snubber,Anti-blowout ClipSteel 32 1713 Settin Block 5/32"x 3/1G'x 1-1/4" EPDM 33 1714 Setting Block 5 32"x 7/16"x 1-1/4" EPDM 35 7036 Lam]Bead B 6063-TB Alum. 8 36 7042 Lam]Bead C 6063-T6 Alum. 37 7059 Leml Bead D 6083-TB Alum. 38 1224 Vinyl Bulb Ws Thick Flex PVC 70 1 39 1225 Vin I Bulb Ws Thin Flex PVC 70 SO Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-II4AIum. �\ INTERIOR 61 7040 Screen Comer Key Polypmpolene 62 Screen Cloth Fiberglass / \J/^ 63 1635 Screens EM.PVC Ine /. `� 64 320 Screen Spring Stainless Steel 4 70 134 Add-on Flange 6063-75 Alum 71 1 70134 Frame Assy Tube 6D83-76 Alum. FRAME 80 118-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 81 1157 #8x1/2"Ph.Pn.SMS Stainless Steel CORNERS PRODUCTwcomg with REVISED 82 #8x 5/8'Fl.Ph.SMS Stainless Steel BB .3 complying with the Fl�ida 83 #8x 7/8"Fl.Ph.SMS '3—pU Case Stainless Steel .aaaeptanca No 84 #Sx 1"FI.Ph.TEK Stainless Steal Ravi—By: Dote. Revision e: Expiration Date r� 85 #8x 1"Quad Pn SMLS Stainless Steel ., - BY Stainless Steal Nt' Pry 86 #8 X 1-1/2"[toad Pn SMS Revises 8Y Date: Re✓cion A- 871!10 x -87 #lox 1/2"Ph.Pn./TEK Stainless Steel 89 #10.24x 9/16"Ph.Pn.TYPE F Stainless Steal #12 x 1"Ph.Pn.TEK Stainless Steal /sit 6 ® Descnpt:on: Ororn By: go 1 F� BOM AND CORNER VIEW J ROSOWSKI 107C TECHNOLOGY DRIVE Taw Date: N. VENiC_. FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 P.O. ROx 1529 NOKOMIS, F- 31274 Series/ltodet: Scoie: Shceh D-a 9 No. Rev: A-LYNN MB.LER,RE CERT. OF AUTH. #29296 CA-740 NTS 10 OF 11 MD-CA740-LM B P.E.#59706 -+�1.124"F� Oat T NOM. � 434" } 125' _ 439' --� .062 2.701" SILICONE HOT-MELT BUM NOM. STRUCTURAL 062. SILICONE1.155 STRUCTURAL 3116"NOM. 1(4"NOM. FOAM 2.139' POLYISOBUTYLENE WITH 2.784` WITH DESICCANT �� DESICCANT .093' Exr. LASS EXT.GLASS FRAME HEAD, 3 SASH TOP, 71 FRAME G i SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE #7002,6063-T6 97003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS 1.356° �•+- 2.203° --4�0 KODISPACE E9 SUPERO 1 " 040' 1.600" 4SG TPS SPACER NXT �� -1 .423" —_ 095" .093" __. FIXED .098" ANCHOR PLATE SCREEN FRAME ADDON FLANGE ALUMINUM U #7071,6063-T6 60 #7006,6063-T6 #134,6063-T6 REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE- —5116'NOM. 5116"NOM. SEAL BUM& SILICONE SEAL 7�" .523" -+{ r+-- DESICCANT ROLL-FORMED_ •0�" .050° �1�L FOAM STAINLESS STEEL EXT.GLASS I? �r .665" .865° / EXT.GLASS I� j t J 135 BEAD B 36\ BEAD C INT GLASS /INT.GLASS #7036,6063-T6 i#7042,6063-T6 DURASEAL& XL EDGE " ,Oz SPACER 103 SPACER '172 .870" Part III Description Material 100 Kommerling 4SG TPS Spacer System 37 BEAD D rhODUt'1'RfC'JISF.D 101 fluanex Super Spacer nXf with Hot Mail Butyl See this #7059,6063-T6 .«mplreg-ith d. ori& Sheet 0r :;a°`rO `o ta16-o62q.21 102 Quarlex DuraSeal Spacer Materials I:.mratinn Dae '2018 Edge 103 Cardinal XL Ed S Revsed By: Date: RevDED B: g ADDED THIS SHEET r;v REFERENCE TEST REPORTS:FTL-8717,8868&8970 JR JR 05/05/16 WITH SPACERS. .—eC ay: Date: Revrsan A: Z� ® Description: Craven 8y: CT l�1(� EXTRUSIONS&SPACERS J ROSOWSKI 1070 TECHNCLOGY DRIVE Title: Dote: N. VSNICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 F.C. BOX 1529 NOKOMIS, FL 34274 5er;es/Model: S<ole: Sheet: Drow,rtq No. Rov: A LYNN MILLER,P CERi. OF AU IH. Q292D6 CA-740 NTS 11 OF 11 MD-CA740-LM B P.E.0 58706 DRAWN ON: REVISED ON: 05/30/17 - SCOPE OF WORK GENERAL NOTES DRAWN BY: SCALE: NOT PART R.A.L.J. SHOWN NOT PART OF PERMIT NOT PART slc,.r-s CONTENT: OF PERMIT OF PERMIT �' °'^A < iv9�9° •ALUMINUM CASEMENT WINDOW IMPACT RESISTANT •ONE STORY STRUCTURE(15'MEAN ROOF HEIGHT) WINDOWS B,DOORS BY PGT INDUSTRIES ...NOA: 16-0629.21 0 EXPOSURE:C REPLACEMENT 6 -A _ •FIBERGLASS OUTSWING DOOR ...IMPACT RESISTANT •WIND VELOCITY: 175 MPH BY THERMA-TRU ...NOA: FL-10537.1 KD:0.85 - r "� •FLORIDA BUILDING CODE 2014 NOT PART � // H FLORIDA ROOM OF PERMIT r .. •ASCE 7-10 WIND CODE O Q 0 �I L r` •BASED ON TRIBUTARY AREA AS SHOWN NOT PART ��I�nr_ 0 M OF PERMIT �,, •CONTRACTOR TO VERIFY DIMENSIONSW tf) OB NOT PART �� L Q OF PERMIT , N EGRESS REQU/REMEHIS.• V = O �j MINIMUM CLEAR WIDTH.20': O u- r J �I BATH I i % w MIN/MUM CLEAR HEIGHT'24'; W O` W ( j MINIMUM CLEAR OPENING.•5.0 SQ.t7 (� � O - - - -- - IJEGRESS - r �� ° Z MAXIMUM SILL HEIGHT:44'ffrom finished floor/. Z W z� M V) I I BEDROOM F3 )1a � 0 DINING ROOM i W Q KITCHEN I I WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ff.= 38.89 O C I TRIG. POS.PRESSURE NEG.PRESSURE L — MARK DESCRIPTION WIDTH HEIGHT AREA P.S.F. P.S.F. ZONE N.O.A. SHEET: I T A CASEMENT IMP. 37.000 50.000 12.85 39.41 -52.33 END (5) 16-0629.21 I NOT PART B CASEMENT IMP. 19.000 26.000 3.43 40.06 -53.64 END (5) 16-0629.21 I BATH OF PERMIT C CASEMENT IMP. 37.000 38.000 9.76 40.06 -43.45 INT (4) 16-0629.21 e I — ———— TOTAL Sq.Ft= 20.56 WINDLOAD PRESSURE TABLE FOR DOORS NOT PART OFF PERMIT I I MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. -� AREA P.S.F. P.S.F. I OUTSWING DOOR IMP. 37.000 80.000 20.56 1 38.18 -49.89 END (5) FL-10537.1 c GARAGE I I BEDROOM INSIDE INTERIOR FINISH INSIDE INTERIOR FINISH • D x, NOT PART I LIVING ROOM I O A id EGRESS 1"X 6'P.T.WOOD BUCK x OF PERMIT I I (No.l PINE) 1"X4PT WOOD BUCK N a (No.] PINE) s 1/4"X 2-1/2"ULTRACONS AT 3"FROM CORNERS AND 1/4"X 2-1/2' ULTRACONS ' STAGGERED 6O.C.ALONG \ / I AT 3"FROM CORNERS NOT PART THE I"X 6'P.T.WOOD BUCK. °�, AND 6'O.C.ALONG \ / I ENTRY OF PERMITTHE 1"X 4"P.T.WOOD BUCK. 15790 SW 88TH AVE . DOW CORNING SEALANT(CCS) MIAR 001753157 O DOW CORNING SEALANT(CCS) , A LlNOT PART NOT PART -7 �v CONTINUOUSLY APPLIED @ BACK U CONTINUOUSLY APPLIED @BACK OF PERMIT OF PERMIT NOT PART < &PERIMETER OF WOOD BUCK. 4 &PERIMETER OF WOOD BUCK. — Z N 9 Z~ OF PERMIT P STUCCO FINISH `; STUCCO FINISH N OUTSIDE EXISTING CONCRETE OUTSIDE EXISTING CONCRETE " SUBSTRATE „ SUBSTRATE FLOOR PLAN 1 x 6„ WOOD BUCK INSTALLATION 1 x 4„ WOOD BUCK INSTALLATION SCALE: 1/8”= I' (TYPICAL) SCALE: 3"=1' (TYPICAL) SCALE: 3”