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WS-16-2612Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO.-VVS-9-16-2612 ■ Permit Type: Windows/Shutters N uricCtassifkatiort Window/Door Replacem Permit Status: APPROVED Issue Date: 11/29/2016 Expiration: 05/28/2017 Parcel Number Applicant 42 NW 101 Street Miami Shores, FL 33150- 1131010180250 Block: Lot: DARYL AND MONICA BRANTON Owner Information Address Phone Cell DARYL AND MONICA BRANTON 42 NW 101 Street MIAMI SHORES FL 33150-1267 Contractor(s) Phone Cell Phone CONWELL & ASSOCIATES CONSULT (305)962-5673 (305)926-5673 Valuation: Total Sq Feet: $ 2,800.00 1000 Type of Work: WINDOWS / DOOR PARTIAL 9 OPENINGS No of Openings: 9 Additional Info: WINDOWS / DOOR PARTIAL 9 OPENINGS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scannirig Fee Technology Fee Total: __ Amount $1.80 $2.85 $2.85 $0.60 $5.00 $190.00 $80.00 $9.00 $2.40 $294.50 • r-, Pay Date Pay Type Invoice # WS-9-16-61430 11/29/2016 Check #: 1393 Amt Paid Amt Due $ 294.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building 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. OWNEI2S`AFFIDAVIT: - ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ' N ermore, I authorize the above -named contractor to do the work stated. November 29, 2016 Authture: Owner / Applicant / Contractor / Agent ate Building Department Copy November 29, 2016 1 Address. JOB ADDRESS: ii,io,� City:' ,Miami Shores - - .County: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 C -=.: SEP 22 2016 FBC 201q BUILDING. Master Permit Noah — (O "2 ( PERMIT APPLICATION Sub Permit No. IN- EriUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS,. -Miami Dade Zip: Folio/Parcel#: Occupancyifype: Load:.. Is the,Building'Historically Designated: Yes NO $' .�'Ca`nstruction Type _..% , Flood Zone: k BFE: FFE:: OWNER: Name (F9,e Simple Titleholder): i4,4L 4le7fij) 'lJ Phone#: City: , _ 1(A lt'� / 6 I4 O, L tate: --- . Zip: Tenant/Lessee Name:',, Phone#: Email: CONTRACTOR: Company Name: CONWELL & ASSOCIATES CONSULTING COMPANY Phone#: 33 Address: 11771 SW 137 PLACE `7 f iJ City: MIAMI State: FL Zip: 33186 Qualifier Name: KENNETH F. CONWELL Phone#: 305-926-5673 State Certification or Registration #: CGC1515386 Certificate of Competency#: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (2860 Square/Linear Footage,of Work: /O6 O / '• Type of Work: ❑ Addition ❑ Alteration//El New ��, epair/Replace ❑ Demolition Description of Work: Vizi°{ kic /,c" ' �4/ - q X Qpc n'I n qS �J •„ Specify color f, color:thrutile: Submittal Fees$ Permit Fee $ ( lk—) • `-k •CCF $' J • 11 Scanning Fee $ Technology Fee $ Training/Education Fee $ 0 `;C) Double Fee $ Structural Reviews $&b • co Bond $ TOTAL FEE NOW DUE $ CO/CC $ Radon Fee $ a• eG DBPR $ oZ �� Notary $ 5 • (Revised02/24/2014) y ' Bonding Company's Address City State Zip Bonding Company's Name (if applicable) ij Mortgage Lender's Name (if applicable) +i ' ?r 3ai:•�'.C,Tr It, Mortgage Lender's A JdressU' • City ,.^ State a,..; Zip r 0-7•! 1F rk, xt tv x "4 s'e`0 1tliv CA,-3Mf'•. 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 thatrall, work will be performed to -Meet the standardss_ 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...... re `I(.:5':c" 1" ,1I?+. 4 Y'_. t. F.i T:t s. t 4rf1-i,* 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.AU A 13i` "WARNING -TO OWNER: .YOUR FAILURE' TO RECORD 'A -NOTICE OF COMMENCEMENT -MAY RESULT_IN'YOUR PAYING TWICE TOR' IMPROVEMENTS TO_YOUR-PROPERTY. IF_YOU, INTEND TO OBTAIN FINANCING, CONSULT -WITH YOUR LENDER OR AN ATTORNEY. BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." S ♦ » .`.— yP•;t . ._ ... 4 , T H. to ii�Y4U 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 whose property is subject to achm for the first inspection whi inspection will not be appro Signature O NER or AGENT The foregoing instrument Was 'acknowledged'before me this" notice of commencement and construction lien law brochure will be delivered to the person Also, -a certified copy of the recorded notice of commencement must be posted at the joti'site ven (7) days after the building permit is issued. In the absence of such. posted, notice, the inspection fee will be charged. » _ -day of - �, 20 (T , by fP `CONTRACTOR" '11(1r)AciTY;4 t t Hsu The -foregoing instrument was ppppppacknowledged before me this f of , 20 f 1 rt �, .- . by 1)A. 42.`eL.. 1 r--,. -.-KENNETH"F.-CONWEL'L=-',:, �• who is personally known to" C , who i sonally know me or who'has`produced • -- as( JiaaefOr who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: -- Print: dtrl • 1� �0394i CID 036'•.GF • hndi�/, 0 ; • -Print: identification and•who did take -an -oath. f .dMz NOTARY PUBLIC: </ Sign: - Seal: s;4j co; is._ Seal: 6 :*� 'O,.f/et �• Aunde,wiAa•.•�OQ��-- ......__�. _ 4:14.9TArEOFF�13.'' �'fitf � -c-._ p n/F.G 40.1ti Zettie Jones commisSION(ma'a81f4Z EXPIRES: March 14, ******************** • *-s ********* 4r *YY1YMtFAdIR6NNAiNR�M '�-� - nMgW*****************#** APPROVED BY 1• 1; it lJ - r:- . "U 11 • 7 Structural Review "' Clerk Plans Examiner • ' - Zoning i tit loft txf r s-r 1 (Revised02/24/2014) c i+:•+/.)vi + tit !,q i ' "Nthn d below'ISS CERTIFIED Under the provisions of Chapter 4� ..Expiration date: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CONWELL, KENNETH FITZGERALD CONWELL & ASSOCIATES CONSULTING COMPANY 11771 SW 137 PLACE MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR (850) 487-1395 -STATEOF FLORIDA i 'DEPART 1 „BUSINESS AND PROF ' L` R GULATION CGC1515386 97/17/2016 S:<CERTIFI,Errunder th'e jproGi9ions of Ctr:489 FS ration date ,At1G 31 2018 s , L16Q7170b01488 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENTOF BUST ESS AND PROFESSIONAL REGULATION. CONSTRUCTION-INDUSTRY`LICENSING BOARD, ' LICENSE NU•VWF3ER -,CGC1515386 NWELL, KENNEATKE1T )NWELL&'A�SSOCIA. lJ T 71 �SWsr1'3 nR. v ISSUED: 07/17/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607170001488 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CONWELL, KENNETH FITZGERALD CONWELL & ASSOCIATES CONSULTING COMPANY 11771 SW 137 PLACE MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Faidy. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE -OF FLORiDA •DEPAI � F BUSINESS AND PROFS3lJLATION} FC1428047 i t7/17/2016 DETACH HERE E. 3i f,ED under the pto�i ions of Ch 4g9 F5 to dste,,FA r3t,?M L1607�700D7348 'r' e •s # r� s ,., `'"x' _.��xsa•^rr ,v STATE OF' FLORIDA DEPARTMENT OF„BUSINESS AaND PROFESSIONAL}REGULATION: CONS'TRUCE'IC :,INDaJSTRY,LICENSING BOARb KEN LAWSON, SECRETARY LICENSE NUMBER CC1428047 v t The PLUMBING CONTRACTOR Named below IS CERTIFIED- - U'nder theprovisions of Chapter 489 wFS... :'Expiration date:- AUG 31Y 201,8 -- • ISSUED: 07/17/201'6 DISPLAY AS REQUIRED BY LAW SEQ # L1607170001348 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CONWELL, KENNETH FITZGERALD CONWELL &ASSOCIATES CONSULTING COMPANY 11771 SW 137 PLACE MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR ; ' r STATE OF FLORIDAa -.:DEPA M <, 1B.USINESS AND PROF I;ti ' UL'AT,ION C1328946 7/.17/20'I6 CER71fiI:E6 antler fhe po-vsaon-s ofChr4851 S, v r�i ntJ�4`a+fiR�lC�3 2041 � 4. ;� L160710©S,ii DETACH. HERE KEN LAWSON, SECRETARY STATE OFfLORIDA DEPARTMENT'•OF .BUSINESS ANDP,zROFESSIONAL REGUL.ATIO,'N :;„ CC NSTRUCTIONJNDUSTRY LICENSING, BOARD LICENSE NUMBER CCY`328S46 w , : The,ROOFINGr CONTRACTOR Namedrbelow:IS CERTIFIED •pUnder the provisions; ofOhapter 48. Expir>atidnkdate. AUG 31t. 2=0 8 1cc11r_n. nnie-�ien�e mien! AV no oeni noon ov i /W U .0 I en_n-7e-Tnnnnn_n_ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CONWELL, KENNETH FITZGERALD CONWELL & ASSOCIATES CONSULTING COMPANY 11771 SW 137 PLACE MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR TATE� OF.FLORIDI DEIPAR PROFS I 25001 4 CERTIFIED CO IWELL K . ,. CO:NWELL' & A SINESS AND.. ULATION ,207/17/2016 r .. C'E,R`r1-P D unt. der C1e ptovistbns or G 1` 489 FS . cpirati .datar A1Jti 31^ �01E -, L1'S07'1700b179 * .._ may; .45)176:4,'(74, fi,as r m rkr.. Al DETACH HERE KEN LAWSON, SECRETARY ST I iE OF FLORIDA DEPARTMENT OE BUSINESS AND PROSSIO FENAL;REGUL' ATION CONSTRUCTI 1 `INDUSTRYLICEN•SING BOARD LICENSE NUMBER GM6125d01.7v k5. M w, a. .---- �. ry � I� The MECHANICAL;,CONTRACTOR " Named below IS CERTIFIED" ;_ Urinder th`e prbO:i ions'of Chapter 489 FS Expiratibn`date „AI°J"G.3 2.018. = ,x, -Y DISPLAY AS REQUIRED BY LAW SEC) # L1607170001796 GACC GENERAL CONTRACTORS FAN Viral yV'sI Moir [viral rld1 CONWELL & ASSOCIATES CONSULTING COMPANY DATE: Before me this day personally appeared Kenneth F. Conwell who, being duly authorzied and says: That he or she will be the only person working on the project located at: to (or affirmed) and subscribed before me this (Signature) (Date) kv,eff4 F-6e1A-tr-e y (Print name) 4%ORA orate s aa " SIM-11%9f FL COUNTY OF MIAMI-DADE Th foregoing instrument was acknowledged before me this -b day t Doff Se 20 Z . by on behalf of Ce;tcvt rt �Z��acr-a] who is known to me or [ ] has produced as identification. Notary Signature: Type or Print Name: ��,. Zettie Jones ''' COMMISSION / FF209081 -� , EXPIRES: March 14, 2019 '�` WWW.AARONNOTARY.COM 11771 SW 137 PLACE Miami, FL 33186 Tel: 305-926-5673 Fax: 305-385-7827 Email: info@caconsultingc.com Calculations per ASCE 7- ' max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Minimum Additional Load Case per 28.4.4 = 16 PSG on entire vertical are 29.52 psf -10.00 psf -29.52 psf -21.16 psf -46.47 psf • • • • • •• • • • • • • • • • • • • • • •• •• Minimum Additional Load Case e41.4. on entire vertical plane • • • • • • • •• • Roger C havarria. P.E. Consulting Structural Engineer 780 Tamiami Canal Rd. Miami, FL.33144 305-229-3874 Project Title: Engineer: Project Descr: p- Email : restructure@aol.com . _. __ .. .r, ASCE 7-10 Wind Forces Chpt28, Pt2& Chpt 30, Pt2 • Project ID: Fite = PARCHIVEID000ME-11ENERCA-21 ENERCALC, INC. 19832016, Build:6.16.6.7, Ver.6.16.6.30 licensee•'RC ENGtNENG' Description : ii 03507,.. WIND PRESSURES FOR WINDOWS AND DOORS FOR 420 N W. 97th. St. MIAMI SHORES,FL.33181. OWNER : JAVA HOLDING LLC. Analytical Values V : Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH : Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Design Wind Pressures Horizontal Pressures ... Zone: A = Zone: B = Vertical Pressures .. . Zone: E _ Zone: F = Overhangs ... Zone: Eoh = / l 135.550 mph l�./V 3:12 ux- II 44.34 psf -14.69 psf -42.39 psf -27.69 psf -59.41 Exposure C 11.Oft 1.21 10.0 ft"2 0 to 7 degrees 10.0 psf 1.00 25.0 ft 3.00 ft Zone: C = Zone: D = Zone: G = Zone: H = psf Zone: Goh = Component & Cladding Design Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : 16.280 psf Negative :-40.075 psf Positive : 16.280 psf Negative :-67.217 psf Positive : 16.280 psf Negative :-101.121 psf Positive : 40.075 psf Negative :-43.422 psf Positive : 40.075 psf Negative :-53.612 psf -61.468 psf -101.277 psf STRUCTURAL RE\ i'=W APPROVED 4 • • • • • • • • • • • • • • •. • • • • • • • • • ••• •• • • • PS- . • • • • • • • • • • •• • �j • • � • • • • • Roger thavarria, P.E. Consulting Structural Engineer 780 Tamiami Canal Rd. Miami, FL.33144 305-229-3874 Email : rcstructure@apl.com _.- ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 Description : EeKW-06003507$ WIND PRESSURES FOR WINDOWS AND DOORS FOR 420 N.W. 97th. St. MIAMI SHORES,FL.33181.OWNER : JAVA HOLDING LLC. Project Title: Engineer: Project Descr: Project ID: File = EAARCHIVE ENERCALC, INC • 1983 2016, Build 6.16 6 7, Ver616.6.30 A Licensee ; RC.ENGINEER N,Sr Analytical Values V : Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH : Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = max (0.04 * LHD, 3, min(0.10* LHD, 0.4*MRH)) Design Wind Pressures Horizontal Pressures ... Zone: A = Zone: B = Vertical Pressures .. Zone: E = Zone: F = Overhangs ... Zone: Eoh = 44.34 psf -14.69 psf -42.39 psf -27.69 psf -59.41 psf Component & Cladding Design Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative: Positive : Negative : 135.550 mph 3:12 II All Buildings and other structures except those listed as Category I, III, and IV Exposure C 11.Oft 1.21 13.0 ft"2 0 to 7 degrees 10.0 psf 1.00 25.0 ft 3.00 ft Zone: C = Zone: D = Zone: G = Zone: H = Zone: Goh = 15.969 psf -39.764 psf 15.969 psf -65.075 psf 15.969 psf - 95.926 psf V39.526 psf 42.894 psf 39.526 psf - 52.531 psf -57.388 psf -88.901 psf Calculations per ASCE 7-10 max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Minimum AdditionalLoad Case per 28.4.4 = 16 PSF on entire vertical plane 29.52 psf -10.00 psf -29.52 psf -21.16 psf -46.47 psf • • • • . .• • • • • • • .••• • • • • • • • • • • • • • • • • ••• •• • • • • • • •• • Minimum Additional Load Case oefiti.414 = 16 PSF on entire vertical plane • • • • . • • • • • •• • • •.•. • • . •. • • • • • • • � • • • • • Roger Chavarria. P.E. Consulting Structural Engineer 780 Tamiami Canal Rd. Miami, FL.33144 305-229-3874 Email : restructure@aol.com _ Fde EAARCHIVEIDOCUME-RENERCA-2\. ASCE 7-10 Wind Forces Chpt 28,,.Pt2& Chpt 30,:.Pt2 - ENERCALC INC.1983-2016 Build 6.1667,Ver6166.30 Kilt-060003507' ... Icen&ee t -ENGINEER ! G WIND PRESSURES FOR WINDOWS AND DOORS FOR 420 N.W. 97th. St. MIAMI SHORES,FL.33181.OWNER : JAVA HOLDING LLC. Calculations per ASCE 7-10 Description : Analytical Values V : Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Design Wind Pressures Horizontal Pressures ... Zone: A = Zone: B = Vertical Pressures .. . Zone: E = Zone: F = Overhangs .. . Zone: Eoh = 44.34 psf -14.69 psf -42.39 psf -27.69 psf -59.41 psf 135.550 mph 3:12 I I Exposure C 11.Oft 1.21 20.0 ft^2 0 to 7 degrees 10.0 psf 1.00 25.0 ft 3.00 ft Component &Cladding Design ,Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Zone: C = Zone: D = Zone: G = Zone: H = Project Title: Engineer: Project Descr: All Buildings and other structures except those listed as Category I, III, and IV Project ID: max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Minimum Additional Load Case per 28.4.4 = 16 PSF on entire vertica ::lane 29.52 psf -10.00 psf -29.52 psf -21.16 psf Zone: Goh = -46.47 psf 15.245 psf -39.039 psf 15.245 psf -60.078 psf 15.245 psf -83.806 psf 38.246 psf -41.661 psf 38.246 psf -50.009 psf -56.664 psf -74.597 psf • • • • • •. • .••. • • •.•• • • • • • • • • • • • • • • • • • •• •• • • • • •. •• . Minimum Additional Load Case;. r.2t.4.4 = 16 PSF • on entire vertical plane M q nJ 0006-1 • • • • • • • .••• • • • • •. • • . • • • • • • • Rog6r Chavarria. P.E. Consulting Structural Engineer 780 Tamiami Canal Rd. Miami, FL.33144 305-229-3874 Project Title: Engineer: Project Descr: Email : restructure@aol.com ASCE_7-10 Wind fOrp#s Chpt.28,;Pt2 & Chpt 30, Pt2 Description : 0035074 t ,. WIND PRESSURES FOR WINDOWS AND DOORS FOR 420 N.W. 97th. St. MIAMI SHORES,FL.33181.OWNER : JAVA HOLDING LLC. 4/at Project ID: 2 File = E:WRCHIVEID000ME-11ENERCA-21 ENERCALC, INC.1983-2016, Build:6.16.6.7, Ver:6.16.6.30 Analytical Values V : Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH : Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Design Wind Pressures___ Horizontal Pressures ... Zone: A = Zone: B = Vertical Pressures .. Zone: E = Zone: F = Overhangs .. . Zone: Eoh = 44.34 psf -14.69 psf -42.39 psf -27.69 psf -59.41 psf Component & Cladding Design Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Positive : Negative : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : 135.550 mph 3:12 II All Buildings and other structures except those listed as Category I, III, and IV Exposure C 11.Oft 1.21 25.0 ft^2 0 to 7 degrees 10.0 psf 1.00 25.0 ft 3.00 ft Zone: C = Zone: D = Zone: G = Zone: H = Zone: Goh = 15.032 psf -38.815 psf 15.032 psf -58.492 psf 15.032 psf -79.972 psf 37.850 psf -49.207 psf -56.440 psf -70.094 psf Calculations per ASCE 7-10; max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Minimum Additional Load Case per 28,4.4 = 16 PSF on entire vertical plane 29.52 psf -10.00 psf -29.52 psf -21.16 psf -46.47 psf • • • • • •• • • •••• • • _ •••• • • • • •••• • • •••• • • • •• • • •• •• • • •• •• . Minimum Additional Load Case..;.4 - 1 r6 PSI= • vertical lane • • • on entire ve, r p,�,,• • • • • • • •• • w t,Dvkv Tit"- v • •••• • • • •. • � • • • • • • • • • • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 11a$ been no change in the applicable building code negatively affecting the performance of this product. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.tov/economv TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMFDADE COUNTY APPROVED y NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201--94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI-09-2645, HETI-09 2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607 04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-T095 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E — 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, .Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.23) Jaime D. Gascon, P. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E=2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128 04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09 2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI-02—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. Jaime D. Gascon,?. E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05, 2018 Approval Date: May 07, 2015 E-3 IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS 145 1/2 Max lint Vidth ITN Q DRW'0 / PART / IlimaDESCBIPTSON R�IARKS Sl .mw anchor mowing Swing 1 L-901 LII-098 / FRAME HEAD , 6063-T6 ALUMINUM l URA* Panel Wth e (33 13/16' rtnx,) a .DI O Parr( Vldth ( 35 3/16' max. 2 L-902 LIi-097 1 FRAME SILL 6063-76 ALUMINUM I j 1 I 1 1 1 1 l 1 1 1 1 1 1 3 L-903 L11-090 2 FRAME JAMB 6063-76 ALUMINUM 5',_ ez / 1 4 L-904 UI-096 2 SIDELITE JAMB ADAPTER 6063-75 ALUMINUM T I -- to 1 - -T I 5 L-906 LII-092 2 x panel PANEL TOP 1 BOTTOM RAIL 6063-T6 ALUMINUM !8 6 L-907 LII-091 1 x pone HINGE STILE 6063-76 ALUMINUM _ SEE OPTIONS ALTERNATE BOLT 6AT SHEET/ -..' 25' DLO WIdtH` 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM ^ \ Max. 8 L-909 L11-095 2 x pone TOP 1 BOTTOM RAIL ADAPTER 6063-75 ALUMINUM J ^ - - / ` - 9 L-911 LII-085 AS REO'D. 1/4 ROUND ALUM, BEAD - 7/16' 6063-75 ALUMINUM �' a 4_ r D B 2 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM. BEAD - 3/8' 6063-75 ALUMINUM •d 2 tom C / O // O / O / •\ D /' O %// 11 FD-624-2 L-908 2 x pone HINGE LEAF ASSEMBLY 6063-15 ALUMINUM Yd p 22 // �/ /� // �� %/ // �/ L 12 VVS-001 TP 3286 AS REO'D. Bulb Vinyl Vts'p: Team Plastics, Inc, See Material Composition at Sheet 6 y ^ - / \ - 13 PVS-001 ■ AS REIM WTS'P, ! TON/BOTT. RAILS Schlegel FS - .I87'w. X .210'h, ` - Active Inactive - m= ,r� 14 PVS-002 • AS REOA VTS'P. !FRAME HEAD 1 JAI® Schlegel PH - X .9Lgf x x y m ;•\/) 15 L-910 111-089 2 x panel STRIKER MOUNTING PLATE .187'.. ,330'h 6063-T5 ALUMINUM H = m >i � � R M6ed/bolt / a .'�.. ^ 16 FD-619 FD-619-1 2 x penal STRIKER PLATE 6063-T5 ALUMINUM I Zr > . > a 2 1 , Sidelite _ a -1 17 FD-631 LII-086 AS REDA GLAZING ADAPTER 6063-T6 ALUMINUM to VIZ L7 \ /./ /./ / I 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (! TOP i BOTTOM OF LOCK STILE) p W m 4 �� //.�� [//-/ / . i// /.j-/ 19 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 4 x // ' ` lodl7/sv // 20 FD-621-2HC-024/02S 1 SET DOOR LOCK /DEAD BOLT SET SCHI,AGf - Series FH350 COMBO v �z \ S1de(lte 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT -Series 831 COMBO j - AIL - - - 22 ■ FS-035 AS REO'D, Frame InstalL Scree - Head (See Notes at sheet 4 of 6) Q U I� ALTFRNATE BOLT AT SHEET 23 ■ FS-035 AS REG'D Frame Install. Scree- Jonb/Sill (See Notts of sheet 4 of 6) -_-_ ®--- -- °I g - 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 1112 X 3/4' PH. -PHI, Netlom — r 25 a FS-012 AS REQ0. JAMB ADAPTER SCREV - 010 X 3/4' P.H.-PHI. - 7 5 8'- •{ -1 5' 26 FD-634 LII-171 1/4 ROUND ALUM BEAD - 6063-75 ALUMINUM 27 ■ FS-043 AS REO'D, 8 1L16' GLAZING ADAPT, ATTACH. SCREW N8 FH-PHI. 6,, - �" _6 6- 4 /7I� 28 a FS-049 2/Panel Double Rail Assembly Screw X 11/4' 3/8'x2 1/4' Hex Screw 6 Nut ANCHOR NOTES. 5 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 3/� nex. ac. (at sld llte) t/ 3/4 - 2 3/4'- 4 4 /2 4 1/8' /3 4' /4 L 3-1 333 4i 29 ■ ■ AS REO'A NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 ANCHOR O.C. MAX.SPACING AND LOCATIONS, 2 SEE SHEET 4 OF 6 FOR INSTALLATION ac vt panel) Inac4lve` panel) Jla01Ti, 31 ■ ■ AS REO'D, NEUTRAL CURE SILICONE 899 y apscI at frame head_e< FASTENERS TYPES.3. "OXXOm 31 ■ ■ AS REO'D• NEUTRAL CURE SILICONE Tr Trenca 5-500 SAME ANCHOR SPACING 0 FRAME HEAD & SILL EXTERIOR ELEVATION 32 ■ ■ AS RE0'0. Laminated Glass see Pg. 5 cCorningS-5 Dupont - Sentry Glass Plus =OM 33 • ■ AS REO'A Laminated Gloss see Pg. 5 Dupont - PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE RLEVATIONB). NOTES: 34 ■ ■ As RED'➢. Laminated Gloss see Pp, 5 Saflex - PVB 8 . QUALIFIES UNITS WITH AND WITHOUT SIDELITRB 8 MAX. FRAME 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDMON. 35 atHC-002 2/Ponel PANEL ASS'Y ALLNL PLATE 1 1/2'x 2'x 1/8' (6063-75 ALUN) . SIZE 146 1/2"w. X 86 3/4"h. 0XX0 4 , EXT & INT FALSE COLONIAL MONTIN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF THE FBC 2014 CODE. 36 a NC-004 2/Panel Panel Ass'y Full Lerght Rod 3/8'8k,-20D Rod, Plot., Flange Nut 6). QUALIFIES SINGLE 0R DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ - FS-011 8 HINGE ATTACHMENT SCREW ED x 3/4' PH / PHI. a))• MAX. DAYIITE OPENING WIDTH = 26" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 38 ■ FS-044 12 DID0.ITE ATTACHMENT SCREW N10 X 1' PH/PHIL. - (17' OC MaxDATUMOPINING 7 . MAX. DAY HEIGHT - 03 1/8" 8). BEE ELEVATION AN 4). ANCHORS SHALL BE AS LISTED, 0 SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PPOSO 6/Jamb 1/2' Dla. Hole PI Plug - Nylon 6-6 NICROPLASTICS - Rockwell M-79 AT SHEET Ion FOR MAX. ANCHOR SPACING 9), ALL DDIENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP0878G11 2/Panel 7/8' No. Hole Plug - Nylon 6-6 NICROPLASTICS - Rockwell M-79 10). N0 HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALUTION FASTENERS TYPE. 41 s HC-010 1/BOLT FLUSH BOLT Sol Plug - Nylon 6-6 ASTICS Rockwell 11-79 SUNCOPas n(avuw VlSbu Hth8). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETALS 'ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS Ram 1/2 ROUND FALSE ALUM, MUNTIN 6063-75OALUMINUM complying with the Florida Beadles Coda 43 ~ at■ AS REA% INT FALSE APPLIED MUNTIN 1.25' X ,022' STOCK ALUMINUM rO LIMITATIONS; Acceptance �/� 1). MAX. DP - t88 PSF W/ (4) Surface Bolts & Gloss Types A, B, C Al D. 44 L-915 FD-623 AS REO'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 45 L-9I6 LU-117 AS REO'D. FRAME LEV SILL - OPTIONAL 6063-75 ALUMINUM By 2). MAX. DP - *76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FD-635 HC-050 1 TVQ-POINT FLUSHBOLT LOCI( OPTIONAL ( FOR +/- 76A Oaf DP) IControl 3). MAX. DP - *76 PSF W/ flat SIII & must be used where water infiltration 1s 47 FD-626 FD-626-1 2/Pane FLUSH BOLT GUIDE ALUM ANGLE 1 1/2'4 1 1/2'x I/O' Alum. 6063-79 PROPBB,i , , [WEER not required or opening Is protected by overhung ratio greater than one. 4). MAX, DP - t136 PSF W/ Multl-Point Lock (1-octIve)+(1-passive) at InactNe 48 FD-627 FD-627-1 2/Ponet 2-Pont Lock Batt Guide ANGLE 3'x 3'x 1 1/2'x i,✓ 49 ■ w AS REO'D, 1/8' Alum 6063-75 'Purvis • • /.Si, 0, Rs•Isloa Note.: 50 FD-638 TIC- 1 SET Joint Stolont- White Colored LOCI( ACTIVE HANDLE 1 TRINSET Co,' Super Seal ASHLAND 6V5201A-A•I `7 F�N$ •,Os1,� ii Revised to comply w/ FBC2004-11/01/06 Revleed fo comply w/ ream /: added / A W \ ON 8501 NW 90th St. II J��,ggg /�� MEDLEY, FLORIDA 33166 51 FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND I4,5110-STACT5 .5225 'T* I Insulated Ohms ol/H8/!0 (1;NI7LJC5'rrexEs. INC.) (305) 696-8660 52 FD-640 HC- I SET LOCK PASSIVE HANDLE 1 TRIMSET ASHLAND 1145201A-P * 1 : Ashland MWt-Peat Look 01/27/11 ILUNIPICTURER al QUALITY ALUMINUM WINDOWS AND CLAWS DOORS 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND 4V5110-STPAS4 -'0 �, 1 / S ¢ ^ /. • tU a Revised to comply w/ 2010 FBC Dr.e cr,A wee Cla., Prod Mowry rm(eytredrt Moo Skoog N0A APPROVAL 1 OF 6 54 FD-641 HC- 2 x panel Multi -Point Lock Bo t Guide NYLON 6-6 Rockwell M scale 79 . E t F . it �; • Revised to comply w/ 2014 s..wd sr FBC D.a a IMPACT FRENCH DOOR "La 53 K FS- 4/Gold• Bolt Guide Attachment Fastener 46 x I/O' P,H,/PILL, �,, ,,�' P:..� \0; • �� Nelson Erase of la la Porte"Impact"French Out —Swing Door 56 FD-642 HC- 1 x Lack Lock TopMount Adapter D NYLON ADAPTER O R AS • ,L """ C14• , B,..m ~' Nelson Besse Kb Brawn: 01/20/12 57 FD-643 HC- 1 x Lock Lock Bottom Mount Adapter NTLON ADAPTER (��1, t,` It.+t�? imam !V•m'u•NrnMn D,o,.W N,.,em wa6 DATE_ _ FD-2003 IA.wmea 110 7/8' MA Unit VAlth Swing Panel Width 35 3/16" n. AL AlNATE of a a • a� IIMez.IE9•. II II II Active II / I N o ►Z 22 i I TE BOLT ae�" "OXO" ELEVATION 73 5/16' Nox Unit MOM AL7 Swing OP11016 A AT alEI < 3 P3//1Width d•S a e SldeUte Panty Width < 33 13/16' max. ) 145 I/O' Hon Ste ALTERNATE BOLT SP 014S AT SHEET O Unit MOM Swing Panel Width < 35 3/16' max. 711 I IIIIIIIIIIIIII 11 .„. 1 li, „ Moz ii, , t , tive I II `77 3/4" Max Unit Me C 95 1/4' max. height for Door t/ L N II I Aetive 11 N_- N 'ii a 1 I S P J f' II ■�■ 11111■_ SEE ALTERNATE BOLT O3P11IONBS AT SHEET "OXXO" ELEVATION ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHE 4 OF 6 FOR INSTALLATION MEuE LT "XX" ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS 74 I/O.' Moo 16dt V41th SldeUte P8011 Vldth - < 33 13/16' max. I Pi NOTFO• 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVA ILABLE LEEgA�S yOPTIONAL. 3. OR ES qRDOUBLE BAOpTTOM RAILSTH SINGLE BOTTOM RAIL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODUCT REVISED ncomplying wNhlhoFlorida Accept `Cbdo �08 • o AcseptallroNo _ (/ V7 g �. :,..T 1L�L. eC48 minus 1. 8010SPRO t pi„reee 5225 t / F :mow: e/'1, b p•C `I S ) "Av t. `. 01 -.__AO 1-5165 • CI ConUot Revision Notes: ne AT SHEETLT 38 5/0' Nox Unit V1dth Ac /II II_ Iry AN.Og ELT aT1� "X" ELEVATION "0" ELEVATION 38 3/e' NAN I6dt Width `-IPTIONA S T `T of 6 "LaPorte" IMPACT PUNCH °meri40 DOOR - DESIGN SHAD CHART PANS, 811TB/�6HS' ACtWL 61Si (INS) Ng118Qt OF Ramon•A• MO DP Mel DIAL Ex', ��B) DP ( PEW ) MASS TYPO 6 '8" +/-(P8P) MASS TYPO 'II' +/-(PEP) 01A89 TYPO 'C' +/-(PSP) 01.199 TYPO 'D" +/-(POP) 1IDY9 • MIONT • wane • 10 1/4' 16 1/4' 22 1/4'. 28 1/4' 30 1/4' 34 114' 77' E5) 5 +86.0 11 3/16' ±76.0. ±76.0 ±76.0 5 +86.0 17 3/16' ±76.0 +76.0 ±76.0 5 ±86,0 23 3/16' ±76.0 +76.0 ±76.0 3 ±86.0 29 3/16• +76.0 ±76.0 ±76.0 5 t86.0 31 3/16' t76.0 276.0 t76.0 5 ±86A 35 3/16' ±76A ±76.0 ±76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' w<6) 6 ±86A it 3/16' ±76A ±76A ±76.0 6 +86A 17 3/16' ±76.0 ±76.0 ±76.0 6 ±860 23 3/16' ±76A ±76.0 ±76.0 6 +86.0 29 3/16' +76.0 ±76.0 ±76,0 6 ±86.0 31 3/16' ±76.0 ±76.0 ±76.0 6 +860 35 3/16' ±76A +76.0 ±76.0 Revised to comply w/ 8RC2004 -11/01/06 Bodied to comply w/ PBC8007 6 added Insulated Glass 01/22/10 Ashland Mutt -Point Lock 01/27/11 Revised to oomply it/ 2010 FRC Revised to comply w/ 2014 PBC Amami Pp Nelson hasp 01/16/16 • OPERABLE PANEL Ln1STAIEET APPLJG18LE REO1ARE1IEN1S PER BUEDINO CODE • 0 PAREN11IEOS INDICATES OF 414CNORS AT FRAME 3418. LA WS ON. (22,7777TJ2TIWIE0, INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUPAOIVMR 0l QUAUTY ALUMINUM WINDOWS AND CLASS DOORS Prawn °e. Nelson Ersso 0 /80 12 amw Clem N0A APPROVAL Pon Claw lAlad 0dh/anP IMPACT FRENCH 000E nex Immo 2 OF6 "La Porte" Impact" French Out -Swing Door DAMN metes. RoMmo • RIeA•n Amboy Nhaet•n FD-2003 11e1444n Ln.6 G l6' TAPCON V/ <SEE2NOlIENNS BEL FOR SPACING) 2 x (P.T.) WOOD BUCK 1/4' MAX. SHIM TYP. 1 1/4' NIN -EDGE OMAW TYP Active L_J LOCK STILES WITH FLUSH BOLT 1 }'— MIN EMBED. TYP INFIRM SIDS Al7GO0R BIDS 0 JAMB 0 0 17 ® Sldellte bapals6 WitM110h �.. DLO With I I Panel Width Inactive Active L_J LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT MULLION INTERIOR 8m2 D)(TWOR 8R1S Inactive 2' Height I i'MIN EMBED INTO 3500 PSI CONL CTYP.) 5/W ELCa TAPEON v/ PRODUCTREV1SED 1 1/2' MIN DOER as cougMy*ng with Rho Florida (SEE SHEET 1 OF 6 BaOdhljODdO FOR LOCATION AND SPACING1304'4 OPTIONAL - DOUBLE BOTTOM RAIL DETAU, INTERIOR SIDE m e ® LOCK STILE O. m 0 si Active .?alhai(l=4.1 -- • OEXTERIOR SIDE UNIT WIDTH Inactive TWO -POINT MULTI -POINT MAX. OP - 276 PSF MAX. DP - ±(18 PSF OPTIONAL LOCK DETAILS TROYAS I. SOTOS PRO 55225 ; 3 MULL/ON OPTIONAL BOLT a TOP RAIL OPTIONAL BOLT a BOTTOM BAIL C SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT &.. TWO -POINT LOCK LIMITATIONS: 1). MAX. DP - *86 PSF W/ (4) Surface Bolts & Glass Types A. B, & C. 2). MAX. DP = ±76 PSF W/ 2-Point Lod( (active)+(2) Surface Botts 0 Inactive Revision Notes: Revised to oomply w/ FBC2006-11/01/06 Revised to comply w/ FBC2007 & added Tasolated Glees 01/22/10 Ashland Mult-Point Loak 01/27/11 Revised to•oomply w/ 2010 PBC Bathed to amply w/ 2014 FBC s•°wa Neiman Erase 01 16/16 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) JAMB © 17 SIdellte 5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE ELEVATION. AT SHEET 1 OF 6 FOR SPACING 11/4' MI u Etlge �s'�nnce 1/4' — MAX SHIM —1 ¢' MIN EMBED <TYP,) ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEF SHEET 4 OFS 6 FOR INSTALLATION TYPE (+) OPTIONAL SILL • t {' MIN EMBED. INTO 3500 PSI CONC. (TYP.) 1 1/4' (MIN. EDGE DIET.) (e) FLAT SILL NOTE' DOORS I. SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND MUST BE USED VHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL VHERE THE DOORIS LOCATED. 5/16' ELEO TAPCRI V/ t V2' MIN EMBER L.A WS ON 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696-8660 I(INUPICWT/AFB OP QUALITY ALTAIINUM FIND0118 IND 01198 DOORS Oman aw Nelson Erato 1/20/s2 sow Clow NOA APPROVAL Part LDwe Prod a+MDwy IMPACT FRENCH DOUR Ikon SAMr 30F 0 "La Porte" Impact" French Out -Swing Door Nolo n.t,e. ihtere a Dw.n Swung * "` FD-2003 Noble* Aawa 5/16' TAPCON W/ SEEPIiEMOV EMIPACING INTERIOR SIDE �0R1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET I) �1 1/2- (MIN. BIDED.) 1}' MIN. ENDED TYP --� 1 1/4' (MIN. EDGE DIST.) LOCK STILE UNIT WIDTH EXTERIOR SIDE 5/16' TAPCON V/ 1 1/2' MIN EMBED. • SEE NOTES FOR SPACING) 1 1/4' MIN EDGE DIST ��yy pp I -�gy. 7YP BUCK T(.SEE I I/O" MIN r' < :� ' ` a�' 'i; "" ////'--' 1 x (P.T.) WOOD BUCK rOTE 3 AT ENDED. '�,"�A',� ..;e•r ... .. ;i `' . - .::� (SEE MITE 3, SHEET 1) T �) TTP :F , �1 .. 1�. .�— ) O JAMB -_I ¢'H MIN EMBED (TYR.) I/4' MAX. SHIM TYP. GLASS t=aig INTERIOR SIDE H.�gl t 1 }' MIN EMBED TYP ;• °; 5/16 ELCO TAPCON W/ 1 1/2' MIN EMBED. (SEE SHEET 1 OF 6 RN SPACING) Lo EL l 1- u EXTERIOR 2 a —I 1 1/4' (MN. EDGE 0181.) 5/16' TAPCON W/ SEE NOTES FOR SPACING 1/4' MAX. SHIN TYP. Sldellte Attachment Scree ( 6 Screws 6 each side of Jambs, - 12 total per Sldellte ) INTERIOR SIDE PRODUCT RINSED Ix BondinCodowith IhoFIarWD Aoxpmncw No . N1N ENDED. .13500 PSI CONC. (TYP.) DATE 1/4" +.,, E DIST.)'' Vg.°7 THOMAS 1. 80T08 PBOPESl1' 4L_BNMIER 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE UNIT WIDTH EXTERIOR SIDE Active ECTER10R SIDE Revision Nobs) Revised to comply w/ PBC11004-11/01/06 Revised to comply w/ FBC2007 k added Insulated Glass 01/22/10 Ashland Mn1t-Point tack 01/87/11 Revised to comply w/ 2010 PBC Revised to comply w/ 2014 PBC sa w. °yf Nelson Eraso p1 16 16 Dram 11, Salo ewre Neloon Brato o E0/12 Radio a.t.s• LOCK STILE INTERIOR SIDE Sldellte 5/16' TAPCON W/ SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING INTERIOR SIDE LOCK STILE ( 1 1 2" ) INIL TTP. Active LOCK STILE EXTERIOR BIDE INSTALLATION FASTENERS NOTES; "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD:. 5/16" X 3 1/2' Long TAPCON(v) JAMB; 5/16" X 2 3/4' Long TAPCON() MULLIONS: 5/16' X 2 1/4'. Long TAPCON(*) () TAPCON BY "BLCO IILTRACON" "2X BUCK' MINIMUM REOUIREO FASTENER LENGTH HEAD: 5/16" X 3" Lon; TAPCON(*) JAMB: 5/16" X 2 1/4 Long TAPCON(•) MULLIONS: 5/16' X 2 1/4' Long TAPCON(v) I'1 TAPCON BY 'EE.CO ULTRACON" AT SII L 5/16' TAPCON T(/ 1 1/2" MIN EMBFD. IN10 3500 PSI CONC. MIN. Mu; ALL FASTFNFRS W/ 1 1/9" MIR FMRFOMFMT 1 1/4' MIN. FOGF IMSTANCF A 1/4" MAX SHIM SPA(:F ANCHOR YIELD STRENGTH Fy-1551s1 ANCHOR ULTIMATE STRENGTH Fur177141 • ALL TAPCON LENGTHS "L' SPECIFIED ARB MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. !PACING AND LOCATIONS ) LA WS ON (314. v_rsTFa s• INC. ) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696-8660 UINUPACITIRMR OF Q1/IL1TY ALUMINUM WINDOWS AND MISS D0OR3 Dmv Clow NOA APPOOVAL Pree cwr, Prod taberle IMPACT E2000H 0 FROM opal Mew 40f6 "La Porte" Impact" French Out -Swing Door Rybnw MwAw, ''rrlav Number FD-2003 Raub, Lmxe ASIP SCREWS ON ee le r 1a• IUPIQ.. <SACK SIDE) Levi SILL sEALA1(T DETAIL MITE. WAWA TO SC SULCD LNIU.AR TO SRL AUNT WOVE )ICPTII LUG -- LOVER PRE-PIfrJIO Mfe.E SOTTO LIFT JAIe •-••• 11 1/4 VEAOORTRP FAES 10' SILL FRAME ASSEMBLY DETAIL HOKE ATTACNENT Spain 1L IO z 3/4' nldPmL HINGE ATTACHMENT DETAILS IOUJ: ATTAOKNT STAYS 111 n0 z S/4' PNQWL. STILE MITTS! STRUTS ATTA:KKR, mCNEYa sat an . 1• P 1/1,11R. _ SSTTR.0 AOAPISII- TIMEM S SIOC SIDELITE/JAMB ATTACHMENT DETAIL IOC ACCESS NIL RTTJUNL TWEAKS SN WY DIA. EFT INNS MIND( IWAF TO DOOI STRC Kr IAn AND VALa7! PANEL ASSEMBLY DETAIL ACCESS MAC COVER .-- INTERIOR SIDE ©Glazing Adapter rag 101esing Depth Laminated Glass by Dupont or Solutia Types 'A'. B" or "C' <SEE TALE V/ CORRESPOO GLAZING TYPE a DESERIPT 1/4 Round Bead EXTERIOR SIDE GLAZING DETAIL #1 U m GLAZING TYPE & DESCRIPTION$ .468' 0/A Laminated Ghee by Du ont - Glass Type 'A' rent DIBL90PTION MAIL 1 3/16' Annealed Te' 2 .090' DuPont SGP tnterlayer a4Ar 3 3/16' Annealed .840" 0/A Laminated Glass by Dupont - Glasa Type 'B' PRY Di1L9VIION 1RfAJL 1 1/8' Mneaed . 2 OW DuPont PVB Interuyer If as+r 3 1/8' AnneeNd .940" 0/A Laminated Glass by Mutts - Glass Type 'C" ITEM D*CRIPr10N DMZ 34 1 1/B' feat -Strengthened Glass 2 Semi. PUB Interlayer - 0.140' 3 1/8' Hest -Strengthened Glass 0Glestng Adapter 5/10' Laminated Olean (8EE TABLE V/ WRITE -. DWG GLAZING TYPE a DESCRIPTIOI) INTERIOR SIDE Clash Means S/a Ole D 0 01 th 1/4" Insulated Air apace w/ 1/9" Temp. Glass INSULATED SPACER 'TruSeal'- Dura Seal SEW* Spacer c Pi ll°. 811/4' 29H-33 pace EXTERIOR g Bead e GLAZING DETAIL #2 GLAZING TYPE & DESCRIPTIONS .940" 0/A laminated Glass by Solutla - Glass Type "D"• rem DEBCMPr10N DETAIL Id�' .I/41 I I/8' Neat -Strengthened Glass 2 DPIA90' Salle* PIMerlayer r 3 1/8' Neat -Strengthened Glass . Q awn 4 1/4' INSULATED AO SPACE S 8' VTEMPERED GLASS .340 0/A Laminated Glass by Solutte - Glass Type "E" ream 888CRERWI( I L*�D•R� 1 1/8' Hest -Strengthened Wassit 1 .090' DuPont SGP 1MNerlayer �r 3 1/8' Test -Strengthened Glass, F- 1440. 11) . 4 1/4' INSULATED AIR SPACE 3 1/8' TEMPERED GLASS 814 SMS OR sus DRILLING SCREWS INTO FETAL STRUCTURE <SEE MOTES FOR SPACING) 1 =-'MIN EDGE DUST. 1 1/4' NM EDGE DIST. �- TYP-{ t l) Tl1=T. 01E5 TMG MIN. (6063-T5 MIR) ALUMINUM TUBE MULLION REFER TO APPROVED NIAMI-DADE NOA 1/4 MAX, SHIM TYP. 1U SMS TM SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1' MW EDGE DUST. I10.a0 - Yen] 5/16' TAPCON V/ 1 1/4'GE ION EDDIS TYP 1 1/2'EMBER CONC. 1 (SEE NOTES FOR SPACING) (COO4C. TO BE 3 KSI 141N.) 1/4' MA NOTE. OPTGMAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME AND AND/OR FRANC MAIL (TVP,) (MIL F3R 11//2' ED SHIM TYP. 12 GA MIN. (fy " 36 KS1 MIN.) STEEL TUBE COL (STEEL IN LINT W/ ALUM. TO BE PLATED OR PAINTED) 1/4' MAX. SHIM TYP, 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) 2 x VOID BUCK EE GEN, NOTE 13) 1/4' MAX. SHIM TYP FRAME INSTALLATION OPTIONAL DETA(J.$ THOMAS 7. ROTOR PR0PR85' NEER as miff. ) RIq L-Ta e/IA'l xe li fF rum.DI ♦ + + + + � <s..x.m� rim. II: .11g1 J. 11 HINGE ASSEMBLY DETAIL #FD-624-2 Reeldon Notes: Revised to comply w/ FBC2004-11/01/06 Revised to comply w/ FBC8007 & added boaulatad Glass 01/28/10 Aabland Inuit -Point Look 01/87/11 Revised to comply w/ 8010 ESC Revised to comply w/ 8014 PBC Aw4wr ~ Nelsen Erase Nelson Erase °o %16 COI 20/12 sewn n.ta. PRODUCT REVISED as complyinn with Flmlds Bundles Codo Awe. No Morel ) .. Product Can LA WS ON (I1.41,7'STT XE5. X .1C. ) °7 8501 NW 90th St. MEDLEY, FLORIDA 33186 (305) 696-8660 YANU0/Cf VABF OP QUAfJYT ALI fr&NUY F/NDOP2 AND OEMS DOORS Drew anew NOA APPROVAL Pet am.. hoe calms, IMPACT ingot MK& FROCK DOOR nem PAek 50F5 "La Porte" Impact)" French Out —Swing Door Pet /Amlm P""T'm ern' FD-2003 BMA,. 1e+4 J 8p¢!; i'J 5 eI g, 1 3/lY 6D, STEEL B[P-T T� 56 �, gB •v p1 55 4 t ' II 1y } pg $ t A 6 @ ti ' 4 t s �p 3 I 3/B' ELL II STEEL BOLT �'6 1 y ! t A 3' ® 1 1/2 FLUSH BOLT TWO -POINT 49 ANGLE GUIDE NFD-627-1 \ a LOCK . AND .076 -II- - 1-.078 3.5 4.500 • I I '� E75 .062 -� .460 - �� 096 �- (- .986 L I� 1.750 ,065 1.750 Q 1.259 4 -I .908 }- I ,074 127 .687 QUARTER ROUND ^ ^I ^ NGi910 ZING ADAPTER 28 RFD/-11A9'4HE� PANEL• 'H1NGE STILE O #L-907 I - 1.812 -I OB01HEAD t� 119 730 \ . ,1. .726 I 4.187 I 1.500 IF12_- - { J -Ii I^ I Ti .098-' Lio ��4 2.031 --I F^F- •808 1 •100 .064 2,000 it ir91 LEAF 10 QUARTERs1.iso o7s \LI T AL -sae /IL-912 f"""' I FLUSH INACTIVE 47 ANGLE 1 1/2" irk-826-1 1.500 -PANEL GUIDE LONG 070 I �1 .060 5.05 PANEL LOCK STILE 4.500 O FRAME SILL .835 6 7 O #L-905 (IL-902 t'65 �" L 1 1.75 - I 1,750 TURNB ii 1 T MULTI LOCK LOCK LOCK ACTIVE I. TRIMSET 57 3/8' STEEL -POINT ACTIVE Q HANDLE T� DD BOLT • ® pq a ' I) ( _. 5554 j S $ . ' PASSIVE 1 TRINSET i _ II MULTI LOCK I 3/8' STEEL -POINT PASSIVE HANDLE © O.D. BOLT .808 -I--1I Lchj,086 - 1 SIDELITE O3ALUMINUM 6 2" #BC-002 1/2' A PANEL PLATE LONG IEL QUARTER ROUND O BEAD -I •125 �"1 I- .063 (1/4") -� 1.250 #L-911 .072 -I .211- 1.625 A45 . .065 HALF ROUND �L0.198 T 4.000 42 FALSE aUNTIN #L-913 06 O o09P'1'SR .072 .09L - 4.500 --u� 4.300 O JAMB ADAPTER /L-904 .082 . .100 T Medals V0M IFPVCI Composition - Team Plastics. Mc. M I. FPVC Black Compotnd No. 7200.76 1,812 6348 PHYSICAL ASPMNO -1 - .136 �•100 I J- DuomekrHard am "A",10 see 75 D4240 SmoiDe()miry ,� - q� _ 1.45 D-792 TOMO Stagth, PSI ' 1640 D438 PANEL TOP k 5 ,078 -Ia0s� URimeto Elomption H 340.0 D.638 Madolm@100HEImga6m,PSI 765.0 D638 I 1&ItIacs; .31.0 D.746 BOTTOM RAIL #L-8� OO #L-903EJ 4Ai66 44 FRAME HEAD SHEAR PLATE /L-916 • �J i F nil ' I •2. FPVC WM* Compound No. 7267-76 AL A", 10 sec 73 DAS[M NO. 1. DIMENSIONS SPECIFIED ARE IN INCHES 2b88 '�0 Specific Specilio Gravity 1.45 D•771 2. BEE ELEVATION AT SBEBT 1 OF 8 FOR rrP18 T+100 Tbosile Sows*, PSI 1640 D618 Ultimo5 �00Y.0an 325.0 D438 ANCHOR 0.C. MAX. SPACING PRODUCT REVISED AND LOCATIONS l I U V TI ® gadm, PSI 765.0 D-638 lmpsctBT 10mm 30.0 0-746 as emoplylng tvlth . Florida BUtldlegCodo r 4.500 46 FRAME LOW SILL O Acceptance No _ _ 70..07 ' •t8c %'7!!!"- - +L-918 (•1 Nf1TR• I THOMAS J soros PRO t i ,' $ REFER TO DETAIL 'B3' AT SHEET a 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. 0,gyp IS MIBD11 Dade Product Conuol , ' •N . OTp io Re•tdoa Nobs T �. . � - F'..:89 ••" ` 5 225 �' Revised to °amply w/ vacua. -11/01/06 Revised to comply w/ F1102007 k added I ® W J]]��\/T 8501 NW 90th St. LA B / F O 1 d MEDLEY, FLORIDA 33166 * *sow STA cc 5/16• c.) 3/e• 18 INACTIVE FLUSH NEST STEEL CAD. sss (./- DD. Sit <./- e6A -PANEL BOLT SO- T fe) 74.0 p•f) p sr) #HC-001 Ashland Malt -Point Lock 01/27/11 MANUFACTURER OF 4uALTP1 ALUMINUM 1INDOI30AND MSC DOORS . OPTIONAL Optional Multi -Point Locks P (+/- 88.0 paf DP) a w OF ; OI Revised b amply w/ 2010 RBC Revised b comply w/ E034 FBC pr•u ch.., Pot eo.w n.A a•'s•'r a.o4/N.4s6 inns9A..6 t10A APPROVAL IIRAQ MENCN coo 4 OF 8 � Q'./2• • .i R t0,. a..wa sw Nelson Rraso s.r Ol 16/16 "La Porte"Impact" French Out -Swing Door 48 TWO -POINT LACK LOCK /HC-060 Active Lock ASHLAND MV5110-STACTS Passive Lock ASHLAND RW51t0-STPAS4 4_s%� la al+ a'"'• a•• Nelson Reamp /12 (+/- 78.0 paf DP) HANDLE h TRLNSET ASHLAND 11W5201A-A HANDLE 6 TRD4SET ASHLAND 11V5201A-P b %Yv' DATE_s_ s Swame.t.a. P.4 At.atw., s.w•w A+.twt: FO-2003 a.ws.t Lomb G DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m tam i dad e.¢ov/e co n o my Lawson Industries, Inc. 8501 NW 90..Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. - MIAMI-DAM COUNTY APPROVED NOA No. 14-0908,J4 Expiration Date: April 11, 2017 Approval Date: November 13,.2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10 3047, HETI-10-3053, HETI-10 3057, HETI-10 3130, HETI-10--3223 and HET-103225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI--10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.-E. (Submitted under previous NOA No. 11-0705.10) Jaime D.D. G on, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08 2035, HETI-08-2036, HETI-08 2037, HETI-08-2038, HETI-08 2116A and HETI-08 2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. 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, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE • 1. Miami —Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/1.1/16. Jaime D. Gascon P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-103047, HETI-10- 3048, HETI--10-3049, HETI-10-3049I, HF,TI 10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10 3053, HETI-10-3056, HETI-10-3057, HETI--10 3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08 2035, HETI-08-2036, HETI-08 2037, HETI-08-2038, HETI- 08-2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL--3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I.", approved on 03/29/12 and expiring on 04/11/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-3 om 6// j 1 // //4 --©%/" ®/// — O C t om \\ \\ -0 \\` 00 \\ \. D® \\` — j NOTE: OX I XO I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & B1" REFER TO SHEET /3 3) FOR HORIZONTAL, CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET 14 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. \\\\ ® �El\\` \\ O CD //4 // _y XOX —Equal Lite (1/3-1/3-1/31 NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS "A, AI, B, & 111" REFER TO SHEET N3 3 FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET N6 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. // //% %4' Q // //4 j / . ' G< — /// •//-' —CSC Om f // -t XOX — Un—Equal Lite (1/4-1/2-1/4) NOTES: 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS 'A. Al, B, & BI" REFER TO SHEET y3 3 FOR HORIZONTAL CROSS—SECTION DETAILS 'D, & E" REFER TO SHEET 45 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND T0. BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE 9HFETa #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, 0R O" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN —EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 43, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET 4 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF UTAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE HUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) AIL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED es complying with 14e Honda Duldh,g Code Acccptenco No ExplrlfU�ii s(D�aty By, Miami bade no 0e o u M • M b afa oix.. O 10 0 z> cZ §Ida 0 h V cn cr R 1 L8700-0901 1 1 1 1 a 5 • +�S 1 TEST UNIT SIZE: Ill" X 83" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL 1F DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. AMCNOJ NOTES. r 1. SAME ANCHOR SPACING AT HEAD L SILL 2. TWO ADDITIONAL ANCHORS REQUIRED AT / TEST UNIT SIZE: III" X 83" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL 1F DP ABOVE 70.0) (C) 8 AT EA. FRAME JAMB • SEE GENERAL NOTE y3 & #4. .- 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REWIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE */- 70PSF (4 TOTAL) F"- IWx. nr). 4' • H-f�:_ Mox):FSxed D.Lb. Hei•ht c 57 9/16° Ala,. D.L.O. MIL n � u Max, Vent O.LO'He_ipnt 6 56 7 16' ei / /// V r TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8)(8 AT EAT A FRAME ILLHEAD IF DP ABf (8 SILL IF (C)6 AT FRAMEA. FRAMEP ABO JAW) •SEE GENERAL NOTE N3 & /4 iAIL CORNAFRS) 13 I/4' D.C. /4' D.C. 13 1/4' 0.C, 13 1/4' D.C. --r-L 5 ANCHOR NOTES L SANE ANCHOR SPACING AT HEAD 6 SILL\ 2. TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL) �H1��5S., XOX" WINDOW EQUAL LITE E3'L7VERTICAL CROSS-SECTION DETAILS 'A, AI, B, 6 B1' AT SHEET 143 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, 0, t E' AT SHEET 115 111' OVERALL FRAME WIDTH 110 INTERIOR FRAME WIDTH 1-01.41 kikrilkINTQ�FAL I 4/AL '4/ SILICONE AN ARE AVAILABLE AS 0 TIONAL, TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FO R UNITS WITH DP ABOVE /- 70PSF (4 TOTAL) �— tY 5. ".Moo. D.L.O. W881 8o4 040. Adth • /.. ,/ -// - 24 3/8", 0 n CO I* 3 II 1/ -1i______iL _ 0 i li1 q 11 / �111r-- 4/ ,//.• -// < � 0CII /y / II, -_ ,,,, f=== ? 1 ' 1. . s I;\ 1 74 OVERALL FRAME WIDTH NE 70.0 E 70.0) 73 O T40 INTERIOR 4 I/2 FRAME TWO REQUIRED FOR */- _,.J WIDTH ADDITIONAL ANCHORS AT MEETING RAILS UNITS WITH DP ABOVE 70PSF (4 TOTAL) � g' I -%-I j lA401 �(AN%. .,,_., Oypx 5 q.. 0 M01I1+ fOlh D.L,0 it 3 4 131/4' OVERALL FRAM Htll INTERIOR FRAME HEI I_ I I1 O // 1 //'. .� ._ JL4i 5'1/ x /jj.' o 1= 1 _ _li// h it II O > = Cil 8 11 1r r r I ►iI 1 *HERS) 0.C. D.C. 0,c. ANCHOR NOTES, 1. SAME 2. TWO ADD TIR SPACING AT ONAL ANCHORS R QEQHEAD UIREDSILL / V�/OSILICARE FALSE .COL IAL AT HEFTING RAILS FOR UNITS WITH AVAILABLE AS P AEIORUUL. DP ABOVE ♦/- 70PSf (4 TOTAL) 0 T "XO" WINDOW EQUAL LITE MOTES. ( "OX" REVERSED ) 1, SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, 5 BI' AT SHEET *3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, 0, ft E' AT SHEET *4 SERIES-8700 HORIZONTAL SLIDING WINDOW �T FLANGE FRAME ELEVATIONS - L.M.I. 5� ER3) AXPPLIED V/SILIC0NE0ANDD ACRE AVAILABLE AS OPTIONAL, ABOVE *70PSF /- 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTES, 1, SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, L B1' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 4, E' AT SHEET 115 PRODUCT REVISED as complying wllh the Florida Building Codo A04010140 No npatc ',1i anti ildoPP.oduct Control 1 tom .o I A •M I •O O C.O o i >: 2 ,11 A W i cozy 4 1 0 N Q O r 5 2 C 8 Ex F 1/4' TAPCUN W/ 1 1/4' MIN, EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE o . Tt:- ' 4 : 4 • • • 1, ALL WOOD BUCKS ENGINEERED SEPARATELY 4 TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM • 1 1�4' MIN, :? 4' AEMBEDMENI• • 4• o � o 4. EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING • r ' 4: i 1/4' MIN. EMBEDMENT • `°. 1 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1/4.' MAX. _ SHIM SPACE (TYP.) 4.4 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC, EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 04, 05, 1. 06, 1/4' MAX. 4• SHIM SPACE ° <TYP.) 1 1/4 MIN. .•,.• EMBEDMENT . ' .4 4 4 1 1/8' MIN, °- .. EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 014 S.M.S, W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) _ 1/4' MAX. SHIM SPACE (TYP,) INTERIOR WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) * WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCUNS or APPROVED CONC, FASTENERS INTO CONG, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as oomplyIuH with the Florida Building Coda",/1 AcceptancoNo l VV n Miami I3a al to duet Control Y 1 1 0 0 1 a; 1 S +1g i 11 i 1 fd 1 1 ti 2X WOOD BUCKS BY OTHERS (TYP,) <BYEOTFIERFINISH 1114 S.M,S, W/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET 1t2 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2, WOOD BUCK AND FRAMING <NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS EXT, GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 1S LESS THAN I/O", SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR I/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) .PT. WOOD BUCKS 1/4' MAX, g. SHIN SPACE e © (TYP.) o' 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC, .<SEE ELEVATION AT SHEET #2 n . FOR MAX. FASTENER SPACING) 11111,„„„„1„„„„„, r EXT. GRADE CAULK .4 1 1/4' MIN, EMBEDMENT e a 1 1/8' MIN. EDGE DISTANCE PRODUCTRBVISBD as complyingg with ea Ploride AcceptgCodc - O708•14 AcceplMco No 1 ,^ 1.7 ny 4iamlUado Product Control ci) 41 1 ti I 0 5 1 1 1 1 1 ti 1 tea'•, 0 G'. rt> i DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS r 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 ALUMINUM WINDOWS AND CLASS DOORS HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (XO or OX) IMI OT d0 9 I i060-00L9I .,.•,�. a,... ... ....w„ 1....,. # # + / - Pressures (psf) WINDOW Jamb H & S Glass Type "A" (* 2) Glass Type "B" (*2) Glass Type "C" (* 2) Glass Type "D" ("2) Glass Type "E" (* 3) I Glass Type "F" (* 3) WIDTH HEIGHT Anchors Anchors + psf I - psf + psf I - psf _ + psf l - psf + psf - psf + psf - psf + psf l - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 _ 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 _ 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 _ 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 S a 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 I A $ i 26.5 50.625. 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m • 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 It 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 5 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 s x z 1° 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 oils 111 1jn 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 .:5 *..k1 40a. 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - - - .: t Ficuum1 Nuv15E1J 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. sscomplying wldube • • Notes (*):ofdln -� u. G N 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES "A, B, C, & D' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH CUSS TYPES "E, & F") AND +80.0 DP MAX. /j /i .. / •/i• / �\ ' \ •��•\\ \v Code cceptmcallo 1�� '° ° r' 3Y_ .._a �11nn-Tl•JndoPiro{� sa otn / t , l [ RISER - OPTIONAL y� APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF 1<.. ) (+80,0 DP MAX.) g, A� . 7 4 ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) tT 1J• i �'S•1 ., ;..�s i� l' 4 4.) WINDOWS WITH GLASS TYPES "A, C, OR 0" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR UTE SHALL BE TEMPERED. - _ - -- - - oY *0 q DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) +/- Pressures (psf) FRAME SIZE WIDTH 60 HEIGHT. 24 #Jamb Anc hors 3 # H & S Anchors 7 Glass Type "B" (" 2) + psf • psf 80.0 80.0 Glass Type "C" (" 2) + psf - psf 80.0 80.0 Glass Type "D" (* 2) + psf - psf 65.0 75.0 Glass Type "E" (* 3) + psf - psf 65.0 75.0 Glass Type "F" (* 3) + psf - psf 52.0 52.0 G lass Type "G" (* 2) + psf L - psf 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 . 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 50.625 4 11 52.0 52.0 65.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 111 1 11 58 63 5 5 11 11 52.0 52.0 52.0 65.0 65.0 75.0 75.0 65.0 65.0 Notes (*) 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & Ir) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVH2, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 75.0 75.0 52.0 52.0 PRODUCT ADVISED camplyIog with the Florida Building Code Amplenov No A. 41. 52.0 52.0 65.0 65.0 75.0 75.0 BY Pthdttci Con • • ly SLL RISER - OPTIONAL APPLIED WITH SILIC.ONE I FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) to 0 0 0 0 cf) fa DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) + / - Pressures (psn FRAME SIZE WIDTH HEIGHT # Jamb Anchors #H&S Anchors Glass Type "B" (* 2) + psf - psf Glass Type "C" (* 2) + psf - psf Glass Type "D" (* 2) + psf - psf Glass Type "E" (* 3) + psf - psf Glass Type "F" (* 3) + psf - psf Glass Type "G" C 2) + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 72 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 to 4,9 41) n °D M ', m ein o� Z gg W = o6Za 1 0 F i 74 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 y IQ 84 63 5 9 52.0 Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SIUCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. 52.0 65 0 75.0 65.0 II // ZOX -Equal Lao 75.0 52.0 as complytug %Alt la Florida Building Code Acceptance No 52.0 65.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF 0.600' GLAZING DEPTH 'SILICONE OPTIONS', DOv CORNING 899 SCHNEE-MOREHEAD 5731 TREFCO SPECTRUM 2 LAMINATED GIASS COMPOSITION - TYPE B IMF 0L1213 DESCRIPTION! A, DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SAFLEX/KEEPSAFE By, 'SOLUTIA• 2 0.090' PLASTIC INTERLAYER_.__: _ 3 1/8' ANNEALED BASS 41 v1 631Y LAMINATED GLASS COMPOSITION - TYPE D REM 01.L98 DESCRIPTION DETAIL LAMINATE musatiPOION 1 1/8' FEAT-STRENGHTENED GLASS L___......_-BUTACITE PVB By, '904108T• 2 0.090' PLASTIC INTERLAYER - _ - 3 ire• NEAT-STRENGHTENED GLASS sap LAMINATED GLASS COMPOSITION - TYPE E tom 0LAE9 DESCRIPTION AI DETAIL LAMINATE DESCRIPTION I 1/8' HEAT-STRENGITENED GLASS t]PT 460` ,= -'c- , L SAFLEX/ID:EPSAfE By, 'SOLUTU' 2 0E90' PLASTIC INTERLAYER 45 3 1/8' HEAT-STRENGHTENED CLASS 41 v1 aap LAMINATED GLASS COMPOSITION - TYPE P TTEFE OAKS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/ 8' ANNEALED GLASS L, - ,AM e' PVB ➢p B'DUPONT*UE 2 0.090. PLASTIC INTERLAYER 3 I/8• ANNEALED GLASS sap - 0.600' GLAZ PTH 'SILICONE OPTIONS', DOV CORNING B99 SCIWEE-NORE➢EA➢ 3731 TRENCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM 01188 DESCRIPTION 1/8' ANNEALED GLASS 2 6090' PLASTIC INTERLAYER 3 1/8• ANNEALED GLASS 4 I/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS CO LAMENAT➢ DESCRIPTION SABLE% PVB By, 'SOLUTE, INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM 0489 DESCRIPTION 1/8' ANNEALED GLASS 0A90' PLASTIC INTERLAYER 3 4 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 5 I/O' ANNEALED GLASS CU IAMENAIE DESCRIPTION PVB By, 'DUPONT' INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM 01A98 DESCRIPTION CAI, LAMINATE DESCRIPTION I L/8' NEAT-STRENGHTENED GLASS PVB By, 'DUPONT' 2 0090' PLASTIC INTERLAYER m a/4' 3 1/8' FEAT-STRENGHTENED GLASS .. 4 1/4• INSULATED AIR SPACE ,�7B, --' F ) o w' - 5 1/8• ANNEALED GLASS C > (,) WINDOWS WITH GLASS TYPES 'A, C, OR G• INSTALLED ABOVE 30FT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS 11_ PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PANTED 0R PLATED. 2. METAL STRUCTURES A) STEEL : Fy 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.0481 B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL ALUMINUM M1A.LION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND LUX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN, THICK) NOTE: THE LOWER" PRESSURES OF THE WINDOW OR MULL SHALL GOVERN N 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS, (SEE ELEVATION AT SHEET /2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING EXTERIOR @2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHAU. GOVERN 1/4' MAX. / 12 S.D.S. X 1 1/4" L. SHIM ' (SEE ELEVATION AT SHEET 92 Lz INTERIOR �1 FOR MAX. FASTENER SPACING) 11 T-s �E11"1Ili y ,,i li; � WINDOW FRAME NOTE: EXTERIOR HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEU # PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-76 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-76 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-76 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS N8 X 3/4' RH. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS N14 SMS F.H./PH1L. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA BULB N3033 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP ,187' w x .310' h 18 L-7711 AS REO'0. GLAZING BEAD C INSULATED) 6063-75 ALUMINUM 19 PWS-001 AS REQD. PILE @ GLAZING BEAD ,187' w x .150' h 20 L-8706 AS REQD, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-75 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 M 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW N8 X 2 1/4' P,H,/PHIL, 26,1 HC-044-1 2 WEEP FLAP A BAFFLE N 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 6 SASH ROLLER 6 HOUSING ■ 28 HC-026-1 1 SCREEN FRAME & MESH ■ 29 ■ l ATTACHMENT SCREW 8 CLIP $18 X 5/8' S.D.S, 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 w 2 LAMINATED GLASS Sow Details Q L.H. of sheet 9 34 ■ AS REQD. GLAZING SILICONE See Details M L.H. of sheet 9 35 OPTIONAL AS REQ'➢, COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REQD. JOINT SEALANT w 37 E AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT RBVISED us complying with the EIotWe Building Code Acceplonco No n,0a la 0 N O M toC 1-4 b 0 Fe �. O)J00) z 0 z N W S COS O. U z ycl a 6 O E. C9 0 Pn C) O O 00 O CD Ls. co 1 0 a 1 o 0 2 1 2 fl ka 1 +�g yJe♦ i\8 1 aG FRAME HEAD L-7703 1 FRAME FIXED L-7701 0 JAMB 1I1'f'' SILL TRACK L-8702 0 FRAME JAMII L1 JL C I AJ V 1 tl MEDLEY, FLORIDA 33166 (iND vs'T`RIEs. Z1VC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW E}CTRUSION MARS & CORNER ASSEMBLY DETAILS M papl� O 0 o IF i [E ® '' O `.E6ELrh093 0 I �, ` FRA61E HEAD — me SILL RETAINING CLIP 1 O e.651 `_ �� VEM TOP Mil -- 1,439-I 1,466 A6P \ FRAME ,IAMB I 3 f FRAME BOTTOM CORNER FAME MEET? RAII FRAME SILL L-8701 FRAME L-8703 VENT JAMB ,7s4 1'-- 66 2374 P 3 --a6e VENT SPRING L-7539 21 LATCH A62 VENT TOP CORNER vEMr .uue Rul. `\ \ FRAME W I \��\\ �`'j ',► (lIll ,•� 1235 4111 �I �� YFHLIOM_P � ► j1 \ 1 IIII .1" FRAME SILL / MEETING RAIL Fpg 561 69Eiiillfr. I—.7S0 Inwmn ANA - No Change this sheet 13' - Revised date for the F$C-2014 E i& 9g a I 1 1 VENT INTERLOCK L-7705 RAIL FIXED MEETING L-7704 RAIL VENT TOP/BOTTOM RAIL L-7707 0 O .06E-+ r �1� e,06e 0 ^A6e 4 vEHT eorroM RAi \\ \ PENT BOTTOM CORNER 17 FRAME Sc SASH CORNER ASSEMBLY DETAILS K E! f fi 11 • 1. A7B- 1 E.295 1.373 06E— ''16S -.-1A75— GLAZING BEAD L-7708 094 VENT JAMB RAIL L87708 SILL ANCHOR L-8830 32 MI5 CLIP �A GLAZING BEAD 18 SILL RISER ALD8708R 20 i.soo ;J�44,t1'E�33�,i,�w �T1 0; 0 u. d.`�' , ; ,1 n 04 p oe cc, r1--.a6E 4(..E,794 i1 '.i`�� icy ,,`4111111Itit°' Q O� .7 E'°°° '�12� SED mRoODUCT ony tylii 1 UI Ilw l'lorldecv1 Htdlding Cock /''1 ?'tQ �s IT �� 1 Aurpltotoa No�.1- CJ �J. 1.� � f�sloi �1,p35_.. ,779+I +-.773-.. -57—o�- - fL...,.�)-� � . 1inn11hndo Rndud Controls liami Shores Village DATE [u nave'itt BY APPROVED RECEIVED SEP 2 2.2016 jBY: F„S DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC(RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 ION 208 2599 is-product o od SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control AH Section (In Miami -Dade County) and/ or the J (in areas other than Miami -Dade County) reserve the right or material tested for quality assurance purposes. If this product or material fails to pted manner, the manufacturer will incur the expense of such testing and the AHJ may modify, or suspend the use of such product or material within their jurisdiction. RER rrevoke this acceptance, if it is determined by Miami Dade County Product Control uct or material fails to meet the requirements of the applicable building code. roved as described herein, and has been designed to comply with the Florida Building High Velocity Hurricane Zone. ries "3200" Outswing Aluminum Casement Window - L.M.I. JMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control the Notice of Acceptance number and Expiration date by the Miami --Dade County ion. RATING: Large Missile Impact Resistant unit shall bear a pennanent label with the manufacturer's name or logo, city, state, statement: "Miami -Dade County Product Control Approved", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date. may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D..Gascon, P.E. MIAMI DADE COUNTY NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, Sheets 01 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-1020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08 2099B, HETI-08-2100, HETI-08-2101,HETI-08 2102B,HETI-08-2097B,HETI-08 2103B,HETI-08-2104, HETI-08-2105, IIETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.21) 2. Glazing complies with ASTM E1300-04/ 09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemnours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D. Gascon, P. E. Product Control Section -Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTnvuED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of' Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI--082099A, dated 07/10/08, HETI-08 2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-082103A, dated 07/10/08, HETI-08 2131A, dated 07/10/08, HETI-08--2099B, dated 07/10/08, HETI-08 2100, dated 07/10/08, HETI 082101, dated 07/10/08, HETI 08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-082104, dated 07/10/08, HETI-08 2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminum Casement Window - L.M.I.", approved on 03/06/14 and expiring on 03/04/19. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-2 ANCHORS. (A) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (0) 5 AT EA, FRAME JAMB EXT, t. INT. FALSE COLONIAL MUNTINS ME APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (o.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET (!6 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 9.) EXT. & INT, FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND To BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET # 4 of 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 12 1/2' (MAX. 0.C.)) 8, (TYPICAL (MAX.) / _... _.. 30 1/8"_.._ Mao O.L.O., 1th it - 0 \ • • 25' 0.C. (MAX.) 3 9 �! a d N V1 u 0 h 401 37' WINDOW FRAME WIDTH "X" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) ANCHORS. (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB I ANCHOR CLUSTER SEE DETAIL N4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) f111111111111111 I9ax:-T -.a. Wide C - r/ II — Lock Keeper/ Pr .d le kanl 1 g -; j it 6" I( • O tr x 4" 25" O.c. 8' 1 1 4: 74, "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 8 OF 7) I-FIxed Bracket at 8" from end (TYp• at all Facet Llte Corners) ANCHORS, (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB' ANCHOR CLUSTER SEE DETAIL 84 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 8" \ 1 )t I ":o 5/8" A II D110. lY JtR /�. I yip , -- -- Q 1r / • x`X it \y \ /' !.e J� 0" I(MAX.) UB !I';I O.01& 7 T1 4" 25" 0 . (MAX.) 74 (LIMITED SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE 512 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) R.alln Net: A. Revised to Campy w/ 2010 FBC B. Renewal and Revision to sheet 5 & 6 of 7 C. Reviend to Comply w/ 2014 FBC onion DV, N. ERAZO Dote D,owu 07/27/0B 11..d.M 8W N. ERAZO Dalt AM..& 08/86/14 AMA. L.ua C /talc 0 WINDOW FRAME WIDTH "XX" ELEVATION EXT. L INT. FALSE COLONIAL TO LOADS ON SHEET 8 OF 7) V%NSILICONE ANDLARE V/ AVAILABLE AS OPTIONAL. PRODUCT RRVISDD m complying with 1ho Florida Building Coda - Acceptance No 0XO1Nilion A416 indoProductControl LA WS ON SINT tJ5TRIffi S, INC. ) 906..2o //2o rL 8501 N.W. 90 ST. MEDLEY, FLORIDA 33188 PH No. (305) 698-8880 MANUDACrURRR 0A QUALM' ALUMINUM WINDOWS AND CLASS DOORS Ores, Clore Fort Clow: Prod Col40,D, C.rt../Mad a Don Ay a H ~elm /: ROA ASSDLBLY WINOOIY 3200 LCHOA OB-01 Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) Pr.dw/ AJ.n.o.. Number, IO.ow0V Numerr: dude CASEMENT3200-08N0A-01 L3200-0801 1 OP 7 1/4' TAPCONS W/ 1 1/4' MIN. CONC. EMBEDMENT STUCCO (BY OTHERS) PERIM. CAULK NG� BY OTHERS <TYP.) EXTERIO 1 EXT. GRADE PERIM, CAULKING (TYP.) STUCCO (BY OTHERS 15/32' EDGE DISTANCE ® Ij jii ®(t) et 1 l ro . Liin st m ice® i l ; d • \ • Wojii rat If WIMP "if 1 Art ir m� V% Ci i ® A ,, 2 3/4' EDGE DISTANCE INTERIOR GLASS ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL <TYP.. 1 14' (MIN. EMBED.) ▪ o METAL LATH - 8 STUCCO (BY OTHERS) 1/4' MAX. SHIM SPACE WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE N12 SMS OR WD, SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MININUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REWIRED) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS <TYP.) 1/4' MAX. EXT. GRADE 1 SHIM PERIM. CAULKING (TYP.) I 1/4' (MIN. EMBED.) METAL LATH, STUCCO'�`t,) AND EXTERIOR GRADE `-'t""•^ SHEATHING <BY OTHERS) PRODUCT REVISED oe canplyioj with Bto F1odda HaddII 10N __ _ �og 2a Accapinnw No_— �A 13�=�..�4t4��-._ .1IanN Dndc Ytodact Control N 14 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED STUCCO (BY OTHERS) 2X WOOD BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY 8 TO BE REVIEWED BLDG. OFFICIAL (TYP.) 1- `w W 2, I,N 4- 17 x W u Q 2X WOOD BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP,) IX or 2X P.T. WD. BUCK 8 4 1 5/32' EDGE DISTANCE a.v Alit t.._. EXTERIOR 11.4,on Nab A. Revised to Caney As/ 2010 FIXB. Renewal and Redelon to sheet 5 & 6 of 7 C. Revised to CComplyw/ 2014 FBC 8 I8 ✓ ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL (TYP.) 1 1/4' (MIN. EMBED.) 2X WOOD BUCK (ANCHORED TO CONC. TO BE P.T. (TYP,> 1/4' MAX. _ SHIM SPACE INTERIOR 2 3/4' EDGE DISTANCE LAWSON (INb'EJSTRXES, I/4C. ) 1/4' MAX. SHIM SPACE 1 1/4' (MIN. EMBED.) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33188 PH No. (305) 696-8660 MANUFACTURER 07 QUALITY ALUMINUM WINDOWS AND CLASS BOORS Dray Ow, Part Clem Prat Carpet., 8.Y /YeN0 Moe R0J enee ►e Mo4ten NOA ASSEMBLY MOM 3200 LCNOA 08-01 2'4 Oor/a7nsnv /oe Series: 3200 Outswing Impact Casement Window Opt OB/2608/ 8/14 VERTICAL CROSS —SECTIONS, DETAILS & NOTES FadYet *Oren. "Worn CCASEMDITS200-DBN0A-01 ' D w Jacob L3200-0801 8 07 7 STUCCO (BY OTHERS) PERIMETER CAULKING ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYR) GLASS FIXED VENT OVERALL FRAME WIDTH PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH Oroc) 0 DAYLIGHTWIDTH '/ L� AweEa � Ili .---- .4\t1,"q R\I "Wit111111V.1\\\V\VIIW 11U1eY 1%4' TAPCON (MIN. -1 EMBED.) •P vI• RAi SHIN IMAGE GLASS OPERABLE VENT INTERIOR ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY IS LESS THAN 1/8 SHIMS ARE N0T REQUIRED. ANCHORS NOTE* ANCHORS TO BE 1112 SMS OR VD, SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) O 37 OVERALL FRAME WIDTH EXTERIOR INTERIOR J / !1/111/i!llll!llllllllh OVERALL VENT WIDTH DAYLIGHT WIDTH GLASS OPERABLE VEN ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) RT WOOD BUCK NOT BY LAWSON IND, MUST SUSTAIN IMPOSED LOADS 1/4• MAX. . .. SHIN SPACE P T' •0 iv STUCCO <BY OTHERS) UMW , w /I,1M1111111lllll.'111/11g8PL'P llfYll Wes, 1/4' d' A TAPCON / I/4' (MIN. EMBED.) PERIMETER CAULKING EXTERIOR GLASS n\\11111\Y.UHR111P1111R1V.11Vv*,,,,Jun it ► i y r 1/TAP4'CON Ii:ILrIIJ(MIN.IEME0.) POIS m em D 1 • INTERIOR Revision N°I.r A. R°vis°d to Comply w/ 2010 FBC B. Renewal and Rovl.lon to shoot 5 & 6 of 7 C. Reposed to Comply w/ 2014 FBC Draws Rt. R.w d Sp: N. ERAZO N. BRA20 Revision L.we C 00, a PRODUCT REVISED ALL WOOD BUCKS oscang1lthlho Florida ENGINEERED SEPARATELY 2)ufldingCollyingcic : BLDG. OFFICIAL (TYP.) 13 I° /Q�. �^ & TO BE REVIEWED AccepinncoNo (/V 20 'a )ado Product Conttof-", LAWSON (11.43D STi2IES. INC. ) 8501 N.W. 90 ST. MEDLEY, F ORIDA 33166 PH No. (305) 696-8660 MANUNCTURIR OP QUALITY ALUMINUM WINDOWS AND OURS DOORS Of Clow lest Clow Prof Ca.46W.• S.etsiI°ML Rwn Re... I+ R.v""n H NOA ASSEMBLY WINDOW 3200 1DN0A 06-01 '°" 07/R7/08 Series: 3200 Outswing Impact Casement Window '°" R06/26/14 HORIZONTAL CROSS -SECTIONS, DETAILS & NOTES stag PrOdY°t RJ° C0A5010NT0 3200-06N(N-01 Drawing + Mole 9 0P 7 EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CT VP.) FACE CAULK BY OTHERS <TYP.) LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/8 1 L-3001 LII-118 1 FRAME HEAD 6063—T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 LII-115 1 FRAME SILL 8063—T6 ALUMINUM 42 1 X VENT 5/18" INSECT SCREEN — OPTIONAL ALUMINUM FRAME 3 L-3002 LII-115 2 FRAME JAMB —HINGE SIDE 6083—T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 LII-115 2 FRAME JAMB —LATCH SIDE 6063—T6 ALUMINUM 44 45 SM-5504 SEE ELEVATION SEE ELEVATION FRAME SILL CLIP SCREWS FRAME/VENT ASSEMBLY SEALANT #12 X 1 1/2" PH SMS 5 6 L-3004 L-3004 LII-119 LII-119 2 2 VENT TOP RAIL VENT BOTTOM RAIL 6063—T6 ALUMINUM 6083—T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL —HINGE SIDE 6063—T6 ALUMINUM 47 L-3007 LII-184 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6083—T5 ALUMINUM (3" L.) 8 L-3004 LII-119 2 VENT SIDE RAIL —LATCH SIDE 6063—T6 ALUMINUM 48 L-3009 LI1-159 AS READ. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 9 L-3003 LII-116 AS REQ'D. IN —POST 6063—T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 10 L-3008 LII-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3" L.) 50 8 X POST IN —POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 LII-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063—T6 ALUMINUM (3" L.) 51 DC-899 AS RE00. GLAZING SEALANT — SILICONE • 12 L-3010 LI1-7708 AS REGD. GLAZING BEAD — 5/16" 6063—T5 ALUMINUM WINDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CI VP.) STUCCO OR EXTERIOR FINISH BY DTHERS <TYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE. CONCRETE OR P.T. WOOD BY OTHERS <TYP.) 1/4' MAX. SHIM 1/4" (MIN EIIBED.) EDGE DISTANCE ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL 2X WOOD BUCK (TYP.) EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY 8, TO BE REVIEWED BLDG. OFFICIAL <TYP.) # 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED ��y.. �--EXTERIOR GRADE PERIMETER CAULKING OTHERS T METAL STUCCO LATH, STUCUC CO AND EXTERIOR GRADE SHEATHING <BY OTHERS) 2 WOOD FRAME INSTALLATION DETAIL PRODUCT RRV 1SBD SEE MULLION APPROVALS FOR complyiugvith 1oI:Iortda MULLION TYPE, SIZE AND MAX. Building Cade DESIGN PRESSURE LIMITATIONS.AcceplvlcoN0 NOTE: Exp on )010 THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. Nitnrtsmecte'mduclConuol 12 S.M.S. X 1 1/4" L. EE ELEV. FOR SPACING WINDOW FRAME SEALANTER 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL 14 SM-5731 AS REQD. GLAZING SEALANT — SILICONE • 15 L-3012 LI-110 AS REQD. WEATHERSTRIPPING — FRAME/VENT PVC VINYL 16 L-3011 LII-133 AS REQ"D. GLAZING BEAD 11/16" LAM./INSUL. 6063—T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME • 18 L-3013 8 CORNER KEY PER VENT • 19 L-3013 4 X POST CORNER KEY PER IN —POST • 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 22 2 X VENT 4 BAR 90' HINGES — STD. & H.D. • 23 2 X VENT 4 BAR 45' HINGES — STD. & H.D. • 24 AS READ. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B 25 1 X VENT VENT OPERATOR — DUAL or SINGLE • 28 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. SDS 27 1/ OPER. STAINLESS STEEL "C" TRACK • 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL. SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR • 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL. SOS 31 1/ VENT LOCKING HANDLE • 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS 33 1/ VENT LOCKING MULTI —POINT BAR • 34 1 X LOCK POINT TIE BAR NYLON GUIDES • o£3.2u 2029 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. B 36 1/ LOCK KEEPER (ST. STEEL) • 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 6063-15 ALUMINUM 39 11.01en Nebo A Revised to Comply w/ 2010 FBC 2/ SNUBBER 8. Renewal and Revfsinn to shut 5 & 0 of 7 C. Revleed to Comply w/ 2014 FOC Drawn Dv: Revised Da: N. ESA20 N. DRAM Rndelee Lmv4 C Dale Droem 07/27/08 Date Rw4e6 08/88/14 Pads: SNUBBER INSTALLATION SCREWS LAWSON (YNI7L7ST'Et S, INC.) Dram Clam N0A #8 X 1/2" PH SMS 8501 N.W. 90 ST. MEDLEY, FLORIDA 33188 PH No. (305) 898-8880 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS Peal Clam Prod Category Se.4./L0A4 Ilan ROT.. e: R.Wbn N ASSEMBLY WINDOW 3200 LCNOA 08-01 Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS 45 48,4 Rymmee Puna., Drou4w NAM./ SAW/ CJSEMENT3200-08N0A-01 L3200-0801 4 OP 7 5/18" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER auteclte PV8 by DUPONT or Sales PVB by Eestnon Chemical Co �'-'-'" I��+` GAY 3 I/O' ANNEALED GLASS 6/10" LAMINATED GLASS COMPOSMON - TYPE B ITEM DESCRIPTION DSTAM. 1 NEAT-STRETEGLASS 2 0.090' PVB INTERLARLAYERR Solis" PVB by Eastman Chemical Co. +44 e>,o• 3 1/8' HEAT-STRENGHTENED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGtoss Interlayer by DuPont 1/8' HEAT'STRENGHTENED GLASS BBTAIL 7/18" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Sefle" PVB by Eestnon Chemical Co. 3 3/16' ANNEALED GLASS DETAIL 11/18" LAMINATED GLASS COMPOSITION TYPE "E" DESCRIPTION 1/8' ANNEALED GLASS 0.090' PVB INTERLAYER Sefton PVB by Eastnon Chemical Co. 3 I/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 I/8' ANNEALED GLASS DETAIL LAMINATED GLASS TYPES /16 GLA ING :ITE 6/18" Laminated /16 GLA ING IITE 7/18" Laminated Flange Frame Window Glazed with 0) y 8 8 V 3200 Impact Casement Window Confpuratlon: Size Anchors Code Width (In) Height - (In) Head18111 Glass Type "A" Glass Type "B" Glass Type "C' Glass Type "D" Glass Type " F'. Jamb 6I18" Annealed Gass DP(-) Psf DP(*) 6116"HS.Glass -PVB DP(+) Psr DP(-) Psf 6n6" KS. Gass SG' DP(+) psf DP(-) Psf 7118" Annealed pass OP(+) DP(-) pif P8 11N8" Annealed pass DP(+) pef DP(-) Psi 12 19.125 28 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 19.125 83 2 6 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H32 28.5 28 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 H33 28.6 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H34 28.5 50.625 3 4 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 H35 28.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H36 28.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 22 37 26 3 2 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 25 37 83 3 5 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 28 37 74.25 3 5 59.0 59.0 70.0 82.0 /16 GLA ING :ITE 11/18" Laminated/insulated GLAZING OPTION DETAILS 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2030 24 38 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2060 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2080 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2620 30 24 3 2 69.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2630 30 38 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2640 30 48 3 4 59.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2650 30 .60 3 5 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2880 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70,0 73.0 2890 32 38 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2850 32 80 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 rao 2860 32 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 9020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73,0 70.0 73.0 3030 38 38 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 38 48 3 4 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3050 36 80 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3080 38 72 3 5 59.0 59.0 70.0 82.0 An•lalow "tea B. Renewal and Radslon to sheet 8 of 7 C. Revised to Comply w/ 2014 MC PRODUCT REVISED es coinplyiug wiili Rio Florida ACCCPUICE No MISIDIDedo Product Conrail -", LAWSON Draw aux 140.6 Pod Claw Prod Cole,erge WINOCNI 3200 PH No. (305) 696-8660 Itovidon Drown 8.0 N. ERAZO &Mood AN Date RM.& Series: 3200 Outswing Impact Casement Window GLASS & DP CH.ARTS AND GLAZING DETAILS FOE "X" UNITS Revision lam!: c Seolo ITEM 6/18" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Butaclte PVB by DUPONT or Soflex PVB by Eastman Chemical Co. i r- Ate 1p I ttt!!l�� _____ 0.34e' 3 1/8' ANNEALED GLASS 6/18" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION 1 DRTAIL I I/O' MEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. aagY +T ur + --- - -+- II a36o 3 I/B' NEAT-STRENGHTENED GLASS 6/18" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM 3 DESCRIPTION 1/8• HEAT-STRENGHTENED GLASS 0.090' 1NTERLAYER SentryGlass Interinyer by DuPont I/O' NEAT-STRENGHTENED GLASS DETAIL 7/18" LAMINATED GLASS COMPOSITION - TYPE "D" ( DETAIL .ur DESCRIPTION 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Soflex PVB by Eastman Chemical Co. 3 3/16' ANNEALED GLASS T �.�0.160vJ 11/18" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION 1/8' ANNEALED GLASS 2 0.090' PVB INTEBLAYER Soflex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS DETAIL 4 I/4' INSULATED AIR SPACE I/O' ANNEALED GLASS 11340' LAMINATED GLASS TYPES 9/16 GLA ING :ITE 6/18" Laminated 9/16 GLA ING :IT£ 7/18° Laminated N N 8 0 Flange Flaliie Window(3lazed with 3200 Impact Casement Window Conflljumtion: "MC', "XO" or "CV Size Anchors Width (in) Height Qn) Sias Type "A" Glass Type "B" Siam Type "C' Glass Type "D" Gass type "E" 5/16" Amealed Gass CP(+) Head/Sill Jamb [P(•) psf 5116" HS. Gass -PVB DPP) 5/16" 14.8. Gass sa, DPH Par DP PEI 7116" Annealed Gass Ptif Fd 11/18" Annealed Gass DP(9 DP(') ref 22 37 26 4 2 7a0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 23 37 38.375 4 3 70.0 70.0 70.0 73.0 7a0 820 70.0 73.0 70.0 73.0 24 37 50.625 4 4 70.0 70.0 70.0 730 7a0 82.0 70.0 73.0 70.0 73.0 25 37 63 4 4 70.0 70.0 70.0 73.0 7a0 82.0 70.0 73.0 70.0 73.0 32 53.125 26 4 2 70.0 70.0' 70.0 73.0 7a0 620 70,0 73.0 70.0 73.0 33 53.125 33375 4 3 7a0 70.0 70.0 73.0 7a0 82.0 70.0 7ao 70.0 73.0 34 53.125 50.625 4 4 70.0 70.0 70.0 730 7a0 820 70.0. 73.0 70.0 73.0 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 D22 74 28 6 2 70.0 70.0 70.0 73.0 7a0 820 7a0 73.0 70.0 73.0 D23 74 38.375 6 3 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 D24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 74 63 8 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 9/16 GLA ING :IT 11/18" Laminated/Insulated GLAZING OPTION DETAILS 3020 36 24 4 2 70.0 70.0 70.0 73.0 7a0 82.0 70.0 73.0 70.0 73.0 3030 36 36 4 3 7a.0 70.0 70.0 73.0 7a0 820 70.0 73.0 70.0 73.0 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 620 7a0 73.0 70.0 73.0 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4030 48 36 4 3 70.0 70.0 70.0 73.0 7a0 820 70.0 73.0 70.0 730 4040 48 48 4 4 70.0 70.0 70.0 73.0 7a0 82.0 7a0 73.0 70.0 73.0 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6020 60 24 5 2 70.0 7a0 70.0 73.0 70.0 820 7a0 73.0 70.0 73o 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 7a0 73.0 70.0 730 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6050 72 60 6 4 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 A. Revised to Comply w/ 2010 FOC 8. Renewal and Restalon to sheet 5 & of 7 PRODUCT REVISED Acccplanco No LAWSON PH No. (305) 696-8660 JIANURICTORPR OP QUALM' ALUMINUM WINDOWS AND CLASS DOORS N. FMA20 Atte Nowt: 07/27/011 N. ERA20 Zak Revlsrld, 08/25/14 Draw Clew NOA Port Clam ASSEMBLY Prod itioN.1/: WINDOW 3203 Item Ifsfirone• Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX-0X-X0" UNITS PrOlbla MAT.. Monti. OrsuAly Monte. 6 OR 1.218 HEAD O FRAME IN -POST L-3003 ALUMINUM RAIL 1.433� 082 Ir'a.N./PI;IL. 4n 4"assL-3001 4" EIgnY 1111:144W1 EW�VEM RAIL .w � �10 X 1R 1/4•8083-T6 P.H./Ph1IL. SINSaFRAME s�sVENT rovL �—iAIIIIIIIIIIIIIIIt 2.250 8083-T6 ALUMINUM 0.082 ,052 2.312 0.052 � I 1.IP j i ito i. 052 157� .062 I' i ANCHOR CLUSTER/ a' :1 e .71 t.li I--J3s--I 1 (HEAD/SILL TYPICAL) �' FRAME JAMB '` _- vFr1T JAMB 2.3 O INPOST ANCHOR DETAIL FRAME CORNER OFTAII ` . VENT RAIL CORNER DETAIL, 4.797 © 0 0 0 FRAME IMPOST •5� 21. 0 © 0VENT 1.875 RAIL 0.082 L-3004 SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. .� FRAME SILL / JAMB I I NOTE: CASEMENT N, 1 DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, WINDOW OR MULL SHALL GOVERN 1/4' MAX. SHIN # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING • FRAME SILL I so I!i ! ri • 2.250 L-3002 6063-76 ALUMINUM —.062 .052 2... 0.062 6063-T6 ALUMINUM ' r_ 2.399 0.688 `-CA • I 1. ALL STEEL IN CONTACT WITH TO PAINTED OR 0.078 FRAME SHEAR PLATE j 0.340 1 -'aralumar m� ALUM. BE PLATED. > ? I lMr` 2. METAL STRUCTURES: THICK) E` '�� ' II (STEEL OR ALUM. 1/8" MIN. A) STEEL : Fy = 36 KSI MIN. B ALUMINUM 6063-T5 MIN. ) I - q ASSEMBLY SCREWS 1.231 47 L-3007 6063-T5 ALUMINUM ALUMINUM 31/4:8 L-3014 :---1,215—•1 SNUBBER 0.120 1 ,W�.� 4 - /10 X 1 1/4' • P.H./ANIL. SINS PERIMETER WINDOW FRAME 3B FRAME IMPOST DETAIL. SEALANT METAL• STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 6083-T5 ALUMINUM 10 FRAME L-3006 8083-T6 �� 0. 81 8 r � SILL ANCHOR CLIP ALUMINUM 0094 i � .970 .094 FIXED L-3005 6063-T6 11 LITE MOUNTING BRACKET ALUMINUM rItonucrREVISED /� uacomp61Cocic•ld the Floj, lov/C 2 tluitdtn Cock / Accepimtc°No 9 lixpir9tign.Datc �L L�-= �� ',L/ , 680P10duo1 Control 2.794 .478 12 GLAZING 5/16" L-3010 6063-75 OBOtfl4—o. BEAD Laminated or L-7708 ALUMINUM 0.391 16 11/16" L-3011 6063-T5 0.915 GLAZING BEAD / ti/I.nm Insulate Inated or LB-133 ALUMINUM I 1 D 48 O 01 GLAZING BEAD 7/16" Laminated�� L-3009 or LiI-169 6063-T5 ALUMINUM 050 .2 0.20.2f66 PROF II B11018 H .', Revision Revised wto Comply w/ 2010 FEIC TA � ® %� 225 ', 8. Renewal and Revision to Wong 5 & 6 of 7 1 `/ 8501 N.W. 90 ST, MEDLEY, FLORIDA 33166 _ ., r�. caNDVSTF2IFii, INC.) PH No. (305) 666-8660 c. Revised to Comply w/ 2014 RC MANUPACTURZR 07 QWL/77 ALUMINUM WINDOWS AND GLASS DOORS - f Provo Mow Port Clow Prod C.1q.n, dg4ey d.e It.m RV Is R.Wrtaw d: NSA ASSEMBLY 85(000 3250 I.CNOA 05-01 1 Brous Bx. ERAZO jar/o6 Series: 3200 Outswing Impact Casement Window R.w.d ay N 1120 O6�Ra/f4 EXTRUSION CROSS -SECTIONS, & ASSEMBLY DETAILS 0.050 0.688 -0.115 0.688 1 J = . E ,') r : �` DATE___I R.wton t.wl: c deaf: hamwt RVMne. "min, Prar►v wti,me.n *Mao ctsnmrt3200-061101.-01 L3200-0801 7 OP 7