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RC-14-547Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218898 Permit Number: RC -3-14-547 Inspection Date: September 03, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Alteration Job Address: 957 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number Project: <NONE> 1132060340260 Contractor: ACA CONSTRUCTION INC Phone: (305)788-8914 Buildina Department Comments REMODEL 3 BATHROOMS REPLACE 19 WINDWOS AND Infractio Passed Comments INSPECTOR COMMENTS False 4 DOORS AND REPAIR EXISTING PORCH Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 September 03, 2014 Page 1 of 1 larch itectu re+design) August 26, 2014 Ref: Inspection of Cement Board Installation, Gypsum Wall Board and Insulation B&L Realty Holdings LLC 957 North East 99th Street Miami Shores, Florida 33138 Permit #: 14-547 Folio #: 11-3206-034-0260 To the Village of Miami Shores Building Department: This letter of affidavit is to certify that USG's 5/8" Durock Fibrous Cement Board was installed as per Florida Building Code 2090 requirements and the manufacturer's product specifications. The boards were installed using stainless steel, countersunk, masonry screws. The screws were inserted approximately 1 inch down from the top of the sheet at each stud and in each comer. Screws along the bottom edge of the Durock sheet were installed 2 inches up from the bottom on each stud. No screws penetrated applicable shower pans. Both upper sheets and lower sheets were installed in the same manner. All new permanent, full -height walls/partitions were built to resist a lateral live load not less than 5 P.S.F. as per FBC-2010, Sec. 1618.8. Studs were doubled or not less than 20 GA where plumbing fixtures are attached to walls as per FBC-2010, Sec. 2517.5.1.1.3. The effective moment of inertia is 0.854 as per FBC-2010, Sec. 2517.5.1.1. Studs are rigidly connected at top and bottom as per FBC-2010, Sec. 2517.5.1.2. Horizontal members are connected to not less than 2 studs as per FBC-2010, Sec. 2517.5.1.3. 5/8"x 48" wide G.W.B. was applied vertically with center joints over studs, staggered at 16" 0. C. on opposite sides and attached to studs and runners with 1" long type "S" screws at the joints and runner channels 1/2" to 3/4" from edges of G.W.B. and 12" O.C. in the field. Joints were covered with tape and joint compound per GA -WP -1200. All exterior walls have 1" rigid insulation with a minimum R -Value of R-4 in compliance with the Florida Energy Code. All the Scope of Work delineated in the plans submitted for Permitting and that were subsequently approved have been completed by B&L Realty Holdings LLC based on visual inspections. You can reach us for any other info. Thank You. Sincerely, rJOR7GE. PERNA�.6 2014 AR -0092904 Jorge Alberto Pemas, AIA, Allied ASID, NCARB, LEED®AP President (architecture+design) 2700 north miami avenue, unit 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa -26001789 ib -26001134 (arch itectu re+design) August 26, 2014 Ref: Inspection of Cement Board Installation, Gypsum Wall Board and Insulation B&L Realty Holdings LLC 957 North East 99th Street Miami Shores, Florida 33138 Permit #: 14-547 Folio M 11-3206-034-0260 To the Village of Miami Shores Building Department: This letter of affidavit is to certify that USG's 5/8" Durock Fibrous Cement Board was installed as per Florida Building Code 2090 requirements and the manufacturer's product specifications. The boards were installed using stainless steel, countersunk, masonry screws. The screws were inserted approximately 1 inch down from the top of the sheet at each stud and in each comer. Screws along the bottom edge of the Durock sheet were installed 2 inches up from the bottom on each stud. No screws penetrated applicable shower pans. Both upper sheets and lower sheets were installed in the same manner. All new permanent, full -height walls/partitions were built to resist a lateral live load not less than 5 P.S.F. as per FBC-2010, Sec. 1618.8. Studs were doubled or not less than 20 GA where plumbing fixtures are attached to walls as per FBC-2010, Sec. 2517.5.1.1.3. The effective moment of inertia is 0.854 as per FBC-2010, Sec. 2517.5.1.1. Studs are rigidly connected at top and bottom as per FBC-2010, Sec. 2517.5.1.2. Horizontal members are connected to not less than 2 studs as per FBC-2010, Sec. 2517.5.1.3. 5/8"x 48" wide G.W.B. was applied vertically with center joints over studs, staggered at 16" O.C. on opposite sides and attached to studs and runners with 1" long type "S" screws at the joints and runner channels 1/2" to 3/4" from edges of G.W.B. and 12" O.C. in the field. Joints were covered with tape and joint compound per GA -WP -1200. All exterior walls have 1" rigid insulation with a minimum R -Value of R-4 in compliance with the Florida Energy Code. All the Scope of Work delineated in the plans submitted for Permitting and that were subsequently approved have been completed by B&L Realty Holdings LLC based on visual inspections. You can reach us for any other info. Thank You. Sincerely, JORGE A. PERNAS AUG 2 6 2014 Jorge Alberto Pernas, AIA, Allied ASID, NC 304 President (architecture+design) 2700 north miami avenue, unit 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa -26001789 ib -26001134 1 • Miami Shores Village s c�� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MARo 014 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 3 L2Sre `�`lr m Ae-A fcl.p,�FBC 20 ( 0 BUILDING Permit No. PERMIT APPLICATION Master Permit No.Q GI LA "S - Permit Type:B LDIN ROOFING JOB ADDRESS: -CIS -1 q ci r+ City: Miami Shores County: Miami Dade Zip:��'P� Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):a r L QogtO 14-w 1 i09C, Phone#: Address: _ laPtlO® t j 'vis a -:d - City: l' 1 t State: r7 L__ Zip: 3-2s 1 a'1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:GP� e�� "-i�.t �-+ c�-�, Phone#: Address: I ® -1 �L S SW 'SS -b" City: f --Y1 i GState: Zip: 77!sla (� Qualifier Name: rG�s' v,,j. Phone#: State Certification or Registration #: Certificate of Competency #: CG c- 1 S111- 'A05-=k-\ci-3�%+� Contact Phone#: Email Address: DESIGNER:Architec ngin it -5-6 CAZ>r-�t..o ai-, =Q�•-��r,��-w o e • �'E�6 351- ��fo Value of Work for this Permit: $ _ ; Square/Linear Footage '® of Work: IB®'®Type Type of Work: ❑Addition C]Alteration ��tage ONew L0'Repair/Replace ODemolition Description of Work: QE C I rnPint GGe— 1 q 1rAoY�C�.� C Color thru We: Submittal Fee $ 00 Permit Fee $ CCF $ CO/CC $ IT Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturekli��zSignature 60\vnerlor Agent Contractor The foregoing instrument was acknowledged before me thisThe foregoing instrument was acknowledged before me this Df-,+]= day of _ , 20 � , by +- who is p hall o me or who has produced E �, 20 !4 -by who i to me or who has produced .n v As identification and who did tak a 4aO. a $ as identification and who did take atcUw- o NOTARY PUBLIC: ® z 2 NOTARY PUBLIC: z Sign: Sign: at�� l 19,11, .. Print: 1 Print: �--�� ►^ ��e °i `\" aw My Commission Expires: ! My Commission Expires: APPROVED BY \QVV 6ztk 7 Plans Examiner Zoning ALAto Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) r Detail by Entity Name Florida Limited Liability Company B & L REALTY HOLDINGS, LLC Fllina Information Document Number FEI/EIN Number Date Filed State Status Principal Address 3900 NW 2ND AVE MIAMI, FL 33127 Mailing Address 3900 NW 2ND AVE MIAMI, FL 33127 L12000005416 45-4288296 01/11/2012 FL ACTIVE Registered Agent Name & Address BROMLEY, STEPHEN R 3900 NW 2ND AVE MIAMI, FL 33127 Name Changed: 01/25/2013 Authorized Person(s) Detail Name & Address Title MGRM BROMLEY, MICHAEL W 3900 NW 2ND AVE MIAMI, FL 33127 Title MGRM LEIDESDORF, EDMOND H 3900 NW 2ND AVE MIAMI, FL 33127 Report Year Filed Date Page 1 of 2 http://search. sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityNameIflal-11... 3/19/2014 SYMBOLS ABBREVIATIONS AM ADJACENT HDWR HARDWARE AFF ABOVE FINISHED FLOOR HORIZ HORIZONTAL �ALIGN� SURF FINISHED REVISIONS HT HEIGHT Aww SURFACES � ALT ALTERNATE BLDG BUILDING HVAC HEATING, VENTILATING, # ELEVATION NORTH ARROW BC BELOW CEILING AIR CONDITIONING p N SRO BEARING HW HOT WATER BR BRICK INSUL INSULATION DECEIVED O#Be BOTHSIDE3 LT LIGHT WINDOW# Ac -r-- FLOOR TRANSITION Bn+v BETWEEN MAT MATERIAL MAR 2 X14 BW BOTH WAYS MAX MAXIMUM CAB CABINET MECH MECHANICAL 0 SECTION (E) DENOTES EXISTING CJ CONSTRUCTION JOINT MFR MANUFACTURER f3Y' A CL CENTER LINE MIN MINIMUM CLG CEILING MIR MIRROR ROOM/ FLOOR INDICATOR CLKG CALKING MISC MISCELLANEOUS ��(R) DENOTES RELOCATED CLR CLEAR MTD MOUNTED r' COL COLUMN NIA NOT APPLICABLE CONC CONCRETE NIC NOT IN CONTRACTgh ° B.O. CEILING e� CONST CONSTRUCTION NRC NOISE REDUCTION EL. +0'0"A.F.F. CEILING HEIGHT— FLOOR HEIGHT CONTR CONTRACTOWCONTRACT COEFFICIENT ems. CTR CENTER NTS NOT TO SCALE DBL DOUBLE CFCI OWNER FURNISHED, DEMO DEMOLISH/DEMOLITION CONTRACTOR INSTALLED ix �. OF DRINKING FOUNTAIN OFOI OWNER FURNISHED, ` DIA, DIAMETER OWNER INSTALLED DIM DIMENSION OPP OPPOSITE wrm ON DOWN PS PANIC BAR OR DOOR P LAM PLASTIC LAMINATE DTL DETAIL PERP PERPENDICULAR C I' Dwo DRAWING RB RUBBER BASE FLAPPROVED OWR DRAWER RCP REFLECTEDCdUNGPLAN (E) E ISTING REC RECESSED BY DATE EA EACH RECEP RECEPTACLE EL ELEVATION REFR REFRIGERATOR EQ EQUAL REV REVISION EQUIP EQUIPMENT RO ROUGH OPENINGIROUGH Z O N i CII G E.T.R. EXISTING TO REMAIN DIED SCHEDULED (F) FUTURE SIM SIMILAR FE FIRE EXTINGUISHER STD STANDARD sYST SYSTEM(S) STRUCTURAL FEC FIRE EXTINGUISHER CABINET TBD TO BE DETERMINED 6 p FF FINISHED FLOOR/ FACE TEL TELEPHONE 1 FIN FINISH FIXT FIXTURE TME THICKNESS ELE':TR7C15!_ TME TO MATCH E)(ISTING FLR FLOOR! FLOORING TS TUBE STEEL FLUOR FLUORESCENT TYP TYPICAL FO FINISH OPENING LION UNLESS OTHERWISE PLUM3ING FOB FACE OF BRICK NOTED FOC FACE OF OONCREfE VAR VARIES 1 FOM FACE OF MASONRY VCT VINYL COMPOSITION TILE FOP FACE OF PANEL VENT VENTILATORIVENTILATION P,'ECN .N At - FOS FACE OF STUD VERT VERTICAL FOW FACE OF WALL VIF VERIFY IN FIELD FR FRAME W/ WITH FURN FURNITURE W/O WITHOUT t d Du. � OLS GLASS WKSF WORKSURFACE GWB GYPSUM WALL BOARD— GYP GYPSUM 01TE N- i.(I+_Iid i Y VLES .OND R'EG A A Hr , .'l QEF _ �F gzl dW 9w I I DRAWN BY. JAP 01.17.14 A1.1 2 9 upclGic 4-a + p -0,9,4c IF Jadd/rCPI0cQ ('o G r- I k Cad IC' I -C441 --,Cl hi q ti 1 -,11: -A+ -C (+) rlte )CACe CW'pS"e-r 0IL4+ i C i- - ►^'GP 1 Cs Gam' � � C� �+ �i 7��'c-� . - rGp ►�c,-- /c3®ld GFI r=.P ► G 1 C�, rte" i x�---� tee. ,z -p k c C.� /� of d G. r-: I s Al EXISTING FLOOR PLAN 1,810 = 1 1-011 FIELD VERIFICATION FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.F.1 PROTECTED RECEPTACLE. PUT DMI RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. PLAN KEYED NOTES: ONEW WINDOW O# WINDOW NUMBER DOOR NUMBER t BATHROOM RECEPTACLE ON 20 AMP CKT AND G.EI PROTECTED ADD SMOKE/CARBON MONOXIDE DETECTORS ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. FAo t. -a -r P®o@c H - zFs I Ci rye -L- t -c -7- R i c.#.l_ Em DRAWN BY: JAP 01.17.14 A -2.1 'F3' rcp�cc� /c�al� GFI r=.P ► G 1 C�, rte" i x�---� tee. ,z -p k c C.� /� of d G. r-: I s Al EXISTING FLOOR PLAN 1,810 = 1 1-011 FIELD VERIFICATION FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.F.1 PROTECTED RECEPTACLE. PUT DMI RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. PLAN KEYED NOTES: ONEW WINDOW O# WINDOW NUMBER DOOR NUMBER t BATHROOM RECEPTACLE ON 20 AMP CKT AND G.EI PROTECTED ADD SMOKE/CARBON MONOXIDE DETECTORS ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. FAo t. -a -r P®o@c H - zFs I Ci rye -L- t -c -7- R i c.#.l_ Em DRAWN BY: JAP 01.17.14 A -2.1 'F3' t FIELD VERIFICATION SHOWER CONTROLS FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT SHOWER HEAD AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT -- - OR ITS INSTALLATION MUST BE FIELD VERIFlED BY THE SHOWER DRAIN d AT VVIPADO 41 ' CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. CL 4 p, VANITY TOILET' 111 j - G� VG^i�-� �S1✓1K I t c IGc� Vavves,lam'/� e�SHOWER tGce 40i Ic'i BATHROO # 1 PLAN KEYED NOTES: ONEW WINDOW OWINDOW NUMBER ODOOR NUMBER BANA00M RECEPTACLE ON 20 AMP CKT AND GIF I PROTECTED NO POINT ALONG COUNTER TO BE MORE THAN ENLARGED BATHROOM # 1 FLOOR PLAN ��' ` G �^ 4-,j �" �--e�' 2 FEET FROM G.F..I PROTECTED RECEPTACLE. 1 RECEPTACLE PUT D/W 1 /4' = 1'-0" ALL FIXEDAppi IANCES ON DEDICATED CKTG 2 ENLARGED BATHROOM # 2 FLOOR PLAN 1/410= 11-011 H UPPER SHELF TYP. -� COUNTER - TOP TYP. Q KITCHEN (3 �� = 3 A ENLARGED KITCHEN FLOOR PLAN T 11 11 - � ► �c_� mac,-., }� JS'1/4 1-0 - , ''�-IP 1c. ce -I••o r t e -t TOILET paw �X 1S'1'1^�1 4n 1 tk VANITY G —CA G CC vvdM1 1--A- _ ce ,®��,�-I� �., ce-I~ 1 BATHROOM # 3 SHOWER CONTROLS SHOWER HEAD SHOWERS -y SHOWER DRAIN n ENLARGED BATHROOM # 3 FLOOR PLAN 1/4" = 1'-011 a IPLL4m1a--.. ING►. is 1-T G 1-{ i A. -r ,�'1 - Y-CpIC4C- eCa',AC�� '-' imp %cam CSG BA R M� y — rC:P t Ca TUB -' rC r- • O oil C x t.i1'1� J1•"I I �. DLA AfdITY�-rte � � CL -- o TUB B SHOWER CONTROLS TUB DRAIN i �' ��^� "1•� ��=� mss} SHOWER HEAD 2 ENLARGED BATHROOM # 2 FLOOR PLAN 1/410= 11-011 H UPPER SHELF TYP. -� COUNTER - TOP TYP. Q KITCHEN (3 �� = 3 A ENLARGED KITCHEN FLOOR PLAN T 11 11 - � ► �c_� mac,-., }� JS'1/4 1-0 - , ''�-IP 1c. ce -I••o r t e -t TOILET paw �X 1S'1'1^�1 4n 1 tk VANITY G —CA G CC vvdM1 1--A- _ ce ,®��,�-I� �., ce-I~ 1 BATHROOM # 3 SHOWER CONTROLS SHOWER HEAD SHOWERS -y SHOWER DRAIN n ENLARGED BATHROOM # 3 FLOOR PLAN 1/4" = 1'-011 a IPLL4m1a--.. ING►. is 1-T G 1-{ 1'A rove �P roved W-7 IL 311 f.co DRAWN BY: JO 0,.,7.,4 SHEET W. A-3.1 4 Y-CpIC4C- eCa',AC�� '-' imp %cam CSG VC I \.es 1'A rove �P roved W-7 IL 311 f.co DRAWN BY: JO 0,.,7.,4 SHEET W. A-3.1 4 t- lPC? tctce 1 \,- T4 -t M Oe�1 eTE 05 C t-,% ep, C -T ti\ o N k ®or a tat b� C3c®tZS sti 7 SOW Nem .p. Zw EXISTING FLOOR PLAN 1 i810 e 1 °-0" FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. PLAIN KEYED NOTES: NEW WINDOW 9f I WINDOW NUMBER (/ DOOR NUMBER 3 I' BR#3 4 BEDROOM 5 11 ` 9 pzep ►n ce90� 1- 1 i w -tire L-.cl vvssa r1 I s J� t- ^c 9- ol-L- t til 06 BEDROOM #3 ' BEDROOM #4 2 z 4 1 c dow 'It5 �a BACK PORCH ��-� , �,��,,, s, N -' BEDROOM #2 f, S.iti.mtae_s Sao,-2-�V3 14 7 2 2 2 °W ato)►:yp,� #� t'� i'c, t�iso�0 @jr � J r 4�-�TlsloCSl 15 -- - 2 KITCHEN I 4 — — — 1 4� �� -etc%", i�•- e°�i 4 vv 021 '13 I LIVING ROOM ! 3 BR 1 i t� 2 F\ -S& P,cct o2 �a� li t wt C, DINING ROOM - - -- _ 2 P� d�cYi i 1 A, GARAGE BEDROOM #1 16 17 2 FRONT PORCH 15 - - 16 1 S -------- 2 (t.16L .��. z _ - -- - ---- / i tv➢ Rej-►coce vvpv" L e�wrot.J , vv tui S t� N000.S L.A Polar e Q loo l os FR6a.\M@I�ocAesl i��€�e Ft �Clb1i� DDRAWNBY: JAP 01.17.14 DA. Sc�c`�r1 Sc+tlflE� �i c 4-3. �, � _ _ A-14.1 If WINDOW SCHEDULE —_ vv "' I© 15 -Krt. A QS ex W1Na is I- q0,-{ WINDOW NUMBER W OPENING H fRA§1E' GLASS MANUF++TL1RE C�iMIENT REMARK 1 !'16F l� , �p� " 3° W H 1� E 5M8" C LAWSON 8700 ROLLINt3 WINDOW FULL VIEW'7Cq� NEW WINDOW - NOA# 12-0127.08 2 `7 Ir " 3 W++ t s� 5118 CLEAR LAWN 8700 ROLLING WINDOW FULL VIEW 'x0" NEW WINDOW - NOA# 12-0127.08 3 'a 3" V'Ili IT 5118" ($�$la LAWSON 8700 ROLLING WINDOW FULL VIEW %0" NEW WINDOW -NOA# 12-0127.08 4 3-y a' S fit" 3" V"11tTe 5/18" CLEAR LAWSON 8700 ROLLING WINDOW FULL MEVV "Xa' NEW WINDOW - NOA# 12-0127.08 5 -Ait I S a i` 3" W* 5/16" CLEAR LAWSON CA$ctW-tJr A ` F tALJ - V IEW NEW WINDOW - NOA# 15- 1, e > g 'r Igoj�, it 3" Wbv M 5/16" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW"= NEW WINDOW -NOA# 12-0127.08 7 i2 ?0% g, VUR, IT 5/18" CLEAR _ LAWSON 8700 ROLLING WINDOW FULL VIEW "X0" NEW WINDOW -NOA# 12-0127.08 8 ay -t I' � a° 3" V 4tIW 5118" CLEAR LAWSON cP-S Cmc -t -yr. . 1F"u,-4 1F -vv NEW WINDOW -NOA# 13' I z./ . 8700 ROLLING WINDOW FULL VIEW"Xp/ NEW WINDOW -NOA# 12--Qt-21 QD & g 3 11�H ,S;)Y 3" 4Vkt nt� 5/18" CLEAR LAWSON 10 '9 i' 3b6 3"Wtlt{r 3" W* 1-M 5/16"06SC-LAWSON -1-16o SjWGLF-*k-Avzdq 06&C NEW WINDOW - NOA# 12-0127.1fo 11 �7� 3�'1 5116" CLEAR LAWSON U PIS SMEIv i "w, f"u. V4E NEW WINDOW - NOA# 1-5- 3'12 12 cr Ball, 13" 1No nr 5/18" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW -NOA# 12-0127.08 13 -I't4 u��5%j 3" \WJ4lTE: 5118" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA# 12-0127.08 14 JB1 y1g 3" Vtlll'E 5/16"'ate. LAWSON 1'IC�o s1t"4+Le L4uAca ojSSc NEW WINDOW -NOA# 12-0127.10 8700 ROLLING WINDOW FULL VIEW `AV' NEW WINDOW - NOA# 12-0127.08 15 x,11 1► 3"1PoM ITE 5116" CLEAR LAWSON i8 S`�y2 (031a 3" V4kl ITE 5119, C LAWSON 870D ROLLING WINDOW FULL VIEW 1%0" NEW WINDOW - NCA# 12-0127.08 17 i T�ll� 52 n 3" wt l'TE 3" V414 ►-m 5/16" CLEAR LAWSON 8700 ROLLING WINDOW FULL MEW--XCk'' NEW WINDOW - NOA# 12-0127.08 1$ 3'1 v 1(oIa 5116" CLEAR LAWSON 1"eACr Pert w llV ilflW NEW WINDOW - NOA# 12-0"a"-8 . LL. %Cl 3-1 " Io° 3"WHITE 51A.h'Cte°F. i�i� F°� h (�iE-��¢C WiNa�i�v' er cvar Iry rrv..awv r�ovra� FIELD VERIFICATION FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. D WINDOW INSTALLATION ® o AS PER MANUFACTURER I I CONT. SEALANT W/ BACKER ROD FOR ENTIRE PERIMETER OF UNIT STUCCO GROUT SOLI AS REQUIRE STUCCO NOTE: PLAN KEYED NOTES: NEW WINDOW #I I WINDOW NUMBER DOOR NUMBER HEAD, SILL DETAIL GYPSUM WALL BOARD FIBERGLASS BATT INSUL. P.T. WD. BLOCKING, AS REQUIRED. C.M.U. WALL HORIZONTAL SLIDING WINDOW DETAIL SCALE: N.T.S. JAMB DETAIL HORIZONTAL SLIDING WINDOW DETAIL THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT PRODUCTS TESTED AND PROPOSED FOR WATER, AIR, IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCOLS TAS -201, 202 AND 203 FOR LARGE MISSILE IMPACT WINDOWS. ALL HARDWARE AND FASTENERS SHALL BE IN ACCORDANCE WITH MANUFACUTERS SPECIFICATIONS. BUCKING, OPENINGS AND BUCKING FASTNERS MUST BE DESIGNED AND INSTALLED TO WITHSTAND LOADS AS DETERMINED FOR SCALE: N.T.S. GYPSUM WALL BOARD C. M. U. WALL GROUT SOLID, AS REQUIRED DMVM W. Author 91.17.14 vro sit w" A-5.1 6 DOOR SCHEDULE -Dom---- �SIZE _ FRAME TYPE -MANUFACTURER ; COMMENT REMARK NUMBER W H 1 38" 80" EX I C T I-ty r® 2 EXISTING DOOR TO REMAIN 3 EXISTING DOOR TO REMAIN 4 EXISTING DOOR TO REMAIN 5 EXISTING DOOR TO REMAIN 6 38" 80" 6�1 AIS O N 1T e _ 1r h c 51:1 EW DOOR , 7 _ EXISTING DOOR TO REMAIN 8 EXISTING DOOR TO REMAIN g 0087ING DOOR TO REMAIN EXISTING DOOR TO REMAIN 70 EXISTING DOOR TO REMAIN 11 12 38" 80" DOOR a. - �I . If 13 36" 80" a a+vo n.ep . NEW R vv N+�SS 61- CL - 14 36" 80" "ASSON ITE. i METS , - �tssP Dc(� _o _ New - IQoAp t=t,.+-I�O�ti� -E EXISTING DOOR TO REMAIN 15 ''1=4=4 �I- v 1EW'.L,A IMC-% FP, 4 Q"ilr, 0 '.>Y�'k✓�Af bDl _ 1,40 = 4v e+ Dr a 18 S1 95 yj 90 R} `� 1IG' % I an/ ®til FIELD VERIFICATION FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. D WINDOW INSTALLATION ® o AS PER MANUFACTURER I I CONT. SEALANT W/ BACKER ROD FOR ENTIRE PERIMETER OF UNIT STUCCO GROUT SOLI AS REQUIRE STUCCO NOTE: PLAN KEYED NOTES: NEW WINDOW #I I WINDOW NUMBER DOOR NUMBER HEAD, SILL DETAIL GYPSUM WALL BOARD FIBERGLASS BATT INSUL. P.T. WD. BLOCKING, AS REQUIRED. C.M.U. WALL HORIZONTAL SLIDING WINDOW DETAIL SCALE: N.T.S. JAMB DETAIL HORIZONTAL SLIDING WINDOW DETAIL THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT PRODUCTS TESTED AND PROPOSED FOR WATER, AIR, IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCOLS TAS -201, 202 AND 203 FOR LARGE MISSILE IMPACT WINDOWS. ALL HARDWARE AND FASTENERS SHALL BE IN ACCORDANCE WITH MANUFACUTERS SPECIFICATIONS. BUCKING, OPENINGS AND BUCKING FASTNERS MUST BE DESIGNED AND INSTALLED TO WITHSTAND LOADS AS DETERMINED FOR SCALE: N.T.S. GYPSUM WALL BOARD C. M. U. WALL GROUT SOLID, AS REQUIRED DMVM W. Author 91.17.14 vro sit w" A-5.1 6 St "AS IS" Residential Contract For Sale And Purchase THIS FORM HAS BEEN APPROVED BY THE FLORIDA REALTORS AND THE FLORIDA BAR fir, ~. ori, 03 -Re a IrS- 1' PARTIES: OWNER OF RECORD ("Seller"), 2* and ALEJANDRO ONIS AND CHASE ("Buyer"), 3 agree that Seller shall sell and Buyer shall buy the following described Real Property and Personal Properly 4 (collectively "Properly") pursuant to the terms and conditions of this AS IS Residential Contract For Sale And Purchase and 5 any riders and addenda ("Contract"): 6 1. PROPERTY DESCRIPTION: X138 r (a) Street address, city, zip: 438 NE 70 STREET MIAMI, FL 8• (b) Property is located in: County, Florida. Real Property Tax ID No.: 9• (c) Real Property: The legal description is 10 11 12 together with all existing improvements and fixtures, including built-in appliances, built-in fumishings and attached 13 wall-to-wall carpeting and flooring ("Real Property") unless specifically excluded in Paragraph 1(e) or by other terms 14 of this Contract. 15 (d) Personal Property: Unless excluded in Paragraph 1(e) or by other terms of this Contract, the following items which 16 are owned by Seller and existing on the Property as of the date of the initial offer are included in the purchase: 17 ranges)/oven(s), refrigerator(s), dishwasher(s), disposal, ceiling fan(s), intercom, light fixture(s), drapery rods and 18 draperies, blinds, window treatments, smoke detector(s), garage door opener(s), security gate and other access 19 devices, and storm shutters/panels ("Personal Property"). 20• Other Personal Property items included in this purchase are: REFRIG (2) RANGE (2) WASHER/DRYER 21 22 Personal Property is included in the Purchase Price, has no contributory value, and shall be left for the Buyer. 23• (e) The following items are excluded from the purchase: 24 25 PURCHASE PRICE AND CLOSING 26- 2. PURCHASE PRICE (U.S. currency): ............................ $ 27• (a) Initial deposit to be held in escrow in the amount of (checks subject to COLLECTION) ...............$ 10,000 28 The initial deposit made payable and delivered to "Escrow Agent" named below 29* (CHECK ONE): (i) ❑ accompanies offer or (ii) px is to be made within (if left blank, 30 then 3) days after Effective Date. IF NEITHER BOX IS CHECKED, THEN OPTION (ii) 31 SHALL BE DEEMED SELECTED. 32' Escrow Agent Information: Name: ERIC P STEIN, PA 33' Address: 1820 NE 163 STREET NMB, FL 33162 34• Phone: 786-248-1000 E-mail: BONNIEC EPSLAW.COM Fax: 786-248-1004 35' (b) Additional deposit to be delivered to Escrow Agent within (if left blank, then 10) 36• days after Effective Date.................................................................................................................. $ 37 (All deposits paid or agreed to be paid, are collectively referred to as the "Deposit") 38' (c) Financing: Express as a dollar amount or percentage ("Loan Amount") see Paragraph 8 ................ 00 10 39- (d) Other: 40 (e) Balance to close (not including Buyer's closing costs, prepaids and prorations) by wire 41• transfer or other COLLECTED funds............................................................................................... $ BALANCE 42 NOTE: For the definition of "COLLECTION" or "COLLECTED" see STANDARD S. 43 3. TIME FOR ACCEPTANCE OF OFFER AND COUNTER-OFFERS; EFFECTIVE DATE: 44* (a) If not signed by Buyer and Seller, and an executed copy delivered to all parties on or before March 19, 2014 45' this offer shall be deemed withdrawn and the Deposit, if any, shall be returned to 46 Buyer. Unless otherwise stated, time for acceptance of any counter-offers shall be within 2 days after the day the 47 counter-offer is delivered. 48 (b) The effective date of this Contract shall be the date when the last one of the Buyer and Seller has signed or initialed 49 and delivered this offer or final counter-offer ("Effective Date"). 50 4. CLOSING DATE: Unless modified by other provisions of this Contract, the closing of this transaction shall occur and 51 the closing documents required to be furnished by each party pursuant to this Contract shall be delivered ("Closing") on 52' April 28, 2014 ("Closing Date"), at the time established by the Closing Agent. 53 5. EXTENSION OF CLOSING DATE: 54 (a) If Closing funds from Buyer's lender(s) are not available at time of Closing due to Truth In Lending Act (TILA) notice 55 requirements, Closing shall be extended for such period necessary to satisfy TILA notice requirements, not to 56 exceed 7 days. Buyer's Initials Page 1 of 11 Seller's Initials FloridaRealtors/Florid Bar -ASIS -2 Rev.8/13 © 2013 Florida Realtors"and The Florida Bar. All rights reserved. Soda* 092022-100139317921 t Print S"� � Page 1 of 1 A Marie Duron RNT - RESIDENTIAL RENTAL Southeast Florida MLS ML: A1927968 BC: EWM 01 / Esslinger, Wooten, Maxwell Inc AREA: 41 STATUS: A AD: xc1916x FERDINAND ST U#: CITY: CORALGBL RENT: $3,500 PER: M CT: DADE F#: 03-41-07-017-0210 ZIP: «33134tt-2153 GEOAR: MC: 3 TN: 41 SE: 7 SD: 17 PN: 0210 MAP: 4741 ST: FL INTLVLS: 0 FURN: U ZN: 10/S FM LG: CORAL GABLES SEC E REV PB 8-86LOT 5 BLK 22 LOT SIZE 50.000 X 120 OR 20356-4715 04/2002 1 COC MN: DV: CORAL GABLES SEC SNaxCORAL GABLES SEC E REV STYLE: R60 FURN ANNUAL RENT: FURN SEA RENT: FURN OFF RENT: #STOR: 0 FL: TYPE: SINGLE UNFU ANNUAL RENT: UNFU SEA RENT: UNFU OFF RENT: DATE AVL: 04/03/14 SALE: N JAN: FEB: MAR: APR: MAY: JUN: #I: 12 JUL: AUG: SEP: OCT: NOV: DEC: LA: x(1518 YR: 1%1925/ RS CONV: EFF: BED: 3 FBTH: 3 HBTH: 0 GARAG: 1/ CPT: 0 WF: FACE: E BAL&P: PARK: PARKING RESTRICT., LOT: )%X SF/FF:n6,000 LOTDS: 0-1/4ACR RESTR: VIEW: GARDEN ES: WATRFR: N / DESGN: 1FLENTRY OLDSPAN MS: WTRAC: WNDW: BUNDS HS: CONST: CBS ROOF: BARREL FLOOR: WOOD DINE: FORMAL ROOMS: LAUNDRY POOL: N / PL: SPA: N PETS: Y / RES REM:Enjoy gracious Irving in this charming/authentic Old Spanish doll house overlooking historic Alhambra Water Tower. Main house consists of 2 bed/2bath, laundry rm. Accessible undercover newly renovated cottage consists of 1 bed/lbath. Restored to perfection & impeccably maintained. Natural light & surprisingly spacious. Newly polished oak firs & romantic fireplace in IN rm. Backyard is the center of serenity. Drive-by and fall4n love w/this classic architecture and front porch. DIR: CORAL WAY TO SW 57 AV, NORTH TO CADIZ AV (APPROX 19 ST), EAST (RIGHT) TO FERDINAND ST (2ND RIGHT), SOUTH (RIGHT) ON FERDINAND. PROPERTY FACES EAST BRK-REM: Please no students. Renter's insurance required. Pet deposit Renewal commissions restrictions apply. INTER: SECUR: EQUIP: EXTER: AMENS: MISC: HOPA: U MIN LS #DAY: 365 #LSE YR: 1 APPFEE: $70 ADDL$: N APPRV: CREDTRPT MOVE IN$: $10,500 LSE TERMS: iRENEW RENEWABLE: Y RENTAL DEP INCL: 1STMO 1MO2SEC RENTAL PMT INCL: HEAT: CENTRAL ELEC WTR: MUNICIPL COOL: CENTRAL ELEC SWR: SEPTIC LPID: 0647663 / A. Alina Gonzalez APH: 305-793-8251 OPH: 305-329-7739 2PID: 0702438 J Silvano Gonzalez 2AG: 305-632-3423 FAX: 305-663-1247 LTY: ER ON: ON#: 2PH: URL: WWW.GONZALEZTEAM.COM BRD: A EMAILA: ALINA@GONZALEZiEAM.COM WD: COMM: N COBA: 5.0% COTB: 5.0% CONR: 5.0% VAR: N ]A: N IDX: Y OCCUP: VACANT SHOW: CALL -LA LD: XD: PREV STATUS: STATUS CHNG: Ll: PREV$: PRICE CHNG: ORIG$: $3,500 1-2: INET Y / One of a kind 3bd/3ba/1 gar, Old Spanish doll house impeccably maintained w/romantic frpl & serene patio. VT: Imp://instatour.proi)ertypanorama,com/instaview/mialA1927968 RP: DM: RD: CB: RPID: SS: Sl: *(c) 2014 Miami, SBBR — INFORMATION IS BELIEVED ACCURATE Bur IS NOT WARRANTED' 04/01/14 4:45 PM e http://sef mlxchange.com/5.10.06.34926/Search/PrintPreviewDIg.asp 4/1/2014 Miami Shores .:. DENIM :. cl, . . WOM M ilk w1i -�t Zr 07 172 This Paragraph 9(f) shall not apply to a special benefit tax lien imposed by a community development district (CDD) 173 pursuant to Chapter 190, F.S., which lien shall be prorated pursuant to STANDARD K. 174 DISCLOSURES 175 10. DISCLOSURES: 176 (a) RADON GAS: Radon is a naturally occurring radioactive gas that, when it is accumulated in a building in sufficient 177 quantities, may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal 178 and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon 179 testing may be obtained from your county health department. 180 (b) PERMITS DISCLOSURE: Except as may have been disclosed by Seller to Buyer in a written disclosure, Seller 181 does not know of any improvements made to the Property which were made without required permits or made 182 pursuant to permits which have not been properly closed. 183 (c) MOLD: Mold is naturally occurring and may cause health risks or damage to property. If Buyer is concerned or 184 desires additional information regarding mold, Buyer should contact an appropriate professional. 185 (d) FLOOD ZONE; ELEVATION CERTIFICATION: Buyer is advised to verify by elevation certificate which flood zone 186 the Property is in, whether flood insurance is required by Buyer's lender, and what restrictions apply to improving 187 the Property and rebuilding in the event of casualty. If Property is in a "Special Flood Hazard Area" or "Coastal 188 Barrier Resources Act" designated area or otherwise protected area identified by the U.S. Fish and Wildlife Service 189 under the Coastal Barrier Resources Act and the lowest floor elevation for the building(s) and /or flood insurance 190 rating purposes is below minimum flood elevation or is ineligible for flood insurance through the National Flood 191* Insurance Program, Buyer may terminate this Contract by delivering written notice to Seller within (if left 192 blank, then 20) days after Effective Date, and Buyer shall be refunded the Deposit thereby releasing Buyer and 193 Seller from all further obligations under this Contract, failing which Buyer accepts existing elevation of buildings and 194 flood zone designation of Property. The National Flood Insurance Reform Act of 2012 (referred to as Biggert- 195 Waters 2012) may phase in actuarial rating of pre -Flood Insurance Rate Map (pre -FIRM) non -primary structures 196 (residential structures in which the insured or spouse does not reside for at least 80% of the year) and an elevation 197 certificate may be required for actuarial rating. 198 (e) ENERGY BROCHURE: Buyer acknowledges receipt of Florida Energy -Efficiency Rating Information Brochure 199 required by Section 553.996, F.S. 200 (f) LEAD-BASED PAINT: If Property includes pre -1978 residential housing, a lead-based paint disclosure is 201 mandatory. 202 (g) HOMEOWNERS' ASSOCIATIOWCOMMUNITY DISCLOSURE: BUYER SHOULD NOT EXECUTE THIS 203 CONTRACT UNTIL BUYER HAS RECEIVED AND READ THE HOMEOWNERS' ASSOCIATION/COMMUNITY 204 DISCLOSURE, IF APPLICABLE. 205 (h) PROPERTY TAX DISCLOSURE SUMMARY: BUYER SHOULD NOT RELY ON THE SELLER'S CURRENT 206 PROPERTY TAXES AS THE AMOUNT OF PROPERTY TAXES THAT THE BUYER MAY BE OBLIGATED TO 207 PAY IN THE YEAR SUBSEQUENT TO PURCHASE. A CHANGE OF OWNERSHIP OR PROPERTY 208 IMPROVEMENTS TRIGGERS REASSESSMENTS OF THE PROPERTY THAT COULD RESULT IN HIGHER 209 PROPERTY TAXES. IF YOU HAVE ANY QUESTIONS CONCERNING VALUATION, CONTACT THE COUNTY 210 PROPERTY APPRAISER'S OFFICE FOR INFORMATION. 211 (i) FIRPTA TAX WITHHOLDING: Seller shall inform Buyer in writing if Seller is a "foreign person" as defined by the 212 Foreign Investment in Real Property Tax Act ("FIRPTA"). Buyer and Seller shall comply with FIRPTA, which may 213 require Seller to provide additional cash at Closing. If Seller is not a "foreign person", Seller can provide Buyer, at or 214 prior to Closing, a certification of non -foreign status, under penalties of perjury, to inform Buyer and Closing Agent 215 that no withholding is required. See STANDARD V for further information pertaining to FIRPTA. Buyer and Seller 216 are advised to seek legal counsel and tax advice regarding their respective rights, obligations, reporting and 217 withholding requirements pursuant to FIRPTA. 218 Q) SELLER DISCLOSURE: Seller knows of no facts materially affecting the value of the Real Property which are not 219 readily observable and which have not been disclosed to Buyer. Except as provided for in the preceding sentence, 220 Seller extends and intends no warranty and makes no representation of any type, either express or implied, as to 221 the physical condition or history of the Property. Except as otherwise disclosed in writing Seller has received no 222 written or verbal notice from any governmental entity or agency as to a currently uncorrected building, 223 environmental or safety code violation. 224 PROPERTY MAINTENANCE, CONDITION, INSPECTIONS AND EXAMINATIONS 225 11. PROPERTY MAINTENANCE: Except for ordinary wear and tear and Casualty Loss, Seller shall maintain the Property, 226 including, but not limited to, lawn, shrubbery, and pool, in the condition existing as of Effective Date ("AS IS 227 Maintenance Requirement"). Buyer's Initials Page 4 of 11 FloridaRealtors/FloridaBar-ASIS--2 Rev.8/13 © 2013 Florida Realtors®and The Florida Bar serial#: 092022-100139-si79212f q` Seller's Initials All rights reserved. Level 2 g' _ 8^ LI 1 0" r1 North Elevation 9 � 8 a a a a -Level_ 1_n 0'_0" l�1 East Elevation 1/8" = 1r-0" Level 2 - 8'- -\�W W� Level,1. _ 0° Or V South Elevation tl 1/8"=1'-0" evel_ _ 2 8r_8" - --� - - - - '-- -- - - — -L 0 e1 West Elevation 1/8" = 1'-0" - - FIELD VERIFICATION C Ii I I Ii I FELD VERIFICATM THEM D "GS NCOMWATE BU60M NFORMATICN COWLED FROMVMaA SOURCESA880 TW WRTi THIS PRMEM AND DEER® AS RMIABLE. COND MNS DQiECTLVAFFEG =THE PROD= OR ITS MALLATION MUST BE FS V& =BY THE CONTRACYCR OR A CONTRACTOR APPONM REPTQBMATNE FiBOR PLAN KEYED NOTES: ONEwmom ODOORNVMBER �) 0 M --d C 1 0" r1 North Elevation 9 � 8 a a a a -Level_ 1_n 0'_0" l�1 East Elevation 1/8" = 1r-0" Level 2 - 8'- -\�W W� Level,1. _ 0° Or V South Elevation tl 1/8"=1'-0" evel_ _ 2 8r_8" - --� - - - - '-- -- - - — -L 0 e1 West Elevation 1/8" = 1'-0" - - FIELD VERIFICATION C Ii I I Ii I FELD VERIFICATM THEM D "GS NCOMWATE BU60M NFORMATICN COWLED FROMVMaA SOURCESA880 TW WRTi THIS PRMEM AND DEER® AS RMIABLE. COND MNS DQiECTLVAFFEG =THE PROD= OR ITS MALLATION MUST BE FS V& =BY THE CONTRACYCR OR A CONTRACTOR APPONM REPTQBMATNE FiBOR PLAN KEYED NOTES: ONEwmom ODOORNVMBER Print & C �P `A Marie Duron RNT - RESIDENTIAL RENTAL ML: A1918532 BC: SHEL01 / Shelton and Stewart REALTORS AREA: 41 AD: x914x MESSINA AV U#: CITY: CORALGBL CT: DADE F#: x03-41-07-018-1522 ZIP: x33134x-3610 MC: 3 TN: 41 SE: 7 SD: 18 PN: 1522 MAP: x0741 ST: LG: CORAL GABLES GRANADA SEC REVPB 8-113 LOTS 4 & 5 BLK 11 LOT SIZE IRREGULAR OR 1 Page 10 of 13 Southeast Florida MLS STATUS: A RENT: $3,400 PER: M GEOAR: FL INTLVLS: 0 FURN: U ZN: 10/S FM MN: DV: SNxCORAL GABLES GRANADA SEC STYLE: R60 FURN ANNUAL RENT: FURN SEA RENT: FURN OFF RENT: #STOR: 0 FL: TYPE: SINGLE UNFU ANNUAL RENT: UNFU SEA RENT: UNFU OFF RENT: DATE AVL: 04/01/14 SALE: N JAN: FEB: MAR: APR: MAY: JUN: #I: 6 JUL: AUG: SEP: OCT: NOV: DEC: LA: 1900 YR: x1955/ CONY: EFF: BED: 3 FBTH: 2 HBTH: 1 GARAG: 0/ CPT: 0 WF: FACE: N BAL&P: PARK: PARKING RESTRICT. LOT: Ax SF/FF: x10,000 LOTDS: SEPTIC RESTR: VIEW: ES: WATRFR: N / DESGN: 1FLENTRY MS: WTRAC: WNDW: HS: CONST: CBS ROOF: S -TILE FLOOR: TILE DINE: DIN-LIV ROOMS: FOYER LAUNDRY PANTRY EMAILA: mpuchades@sheitonandstewart.ri POOL: N/ PL: SPA: PETS: N/ WD: REMSpadous 3/2.5 home on 10,000 sq. ft. lot with tons of natural light Foyer, Living/Dining all with wood beamed, vaulted ceilings. Kitchen includes marble counter tops and solid wood cabinets. Large master bath with Jacuzzi and separate shower. Lots of storage/closet space. This home includes four terrace areas for relaxing or entertaining and electronic car gate on a lushly landscaped lot. 1,900 sq ft LA as per owner. LD: DIR: INTER: 1FLENTRY VAULTED SECUR: EQUIP: DISHWASH DISPOSAL DRYER ELECWHTR RANGE -E REFRIG SMOKEDEf WASHER EXTER: LIGHTING SATDISH AMENS: MISC: HOPA: U MIN LS #DAY: 365 #LSE YR: APPFEE: $150 ADDL$: APPRV: CREDTRPT MOVE IN$: $10,200 LSE TERMS: RENEWABLE: Y RENTAL DEP INCL: 1STMO LASTMO SECDEP RENTAL PMT INCL: YARDMNT HEAT: ELEC WTR: MUNICIPL COOL: ELEC SWR: SEPTIC LPID: 3271954 / Mary Puchades APH: 786-512-6960 OPH: 305-666-0669 2PID: 2AG: FAX: 305-666-6674 LTY: ER ON: ON#: 2PH: 786-512-6960 URL: BRD: A EMAILA: mpuchades@sheitonandstewart.ri WD: COMM: N COBA: 1/2MRent COTB: 1/2MRent CONR: VAR: N JA: IDX: Y OCCUP: ANNUAL SHOW: CALL -LA LD: XD: PREV STATUS: STATUS CHNG: Ll: PREV$: PRICE CHNG: ORIG$: $3,400 L2: INET Y / 3/2.5 on 10,000 sf. Foyer,Living/Dining w/wood beamed,Vaulted ceilings.Marble counter tops/solid wood cabinets.M/bath w/Jacuzzi & shower.Four terraces VT: http://instatour.propertypanorama,com/instaview/mia/A1918532 RP: DM: RD: CB: RPID: SS: S1: *(c) 2014 Miami, SBSR —INFORMATION IS BEutvED ACCURATE BUT IS NOT WARRANTED* 04/01/14 4:48 PM http://sef mlxchange.com/5.10.06.34926/Search/PrintPreviewDIg.asp 4/1/2014 _ �yHOAs Inspection Worksheet £9� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL eco ioA Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-21029 3UL Permit'Number DS -6-06-1733 Inspection Date: 07/10/2006 Permit Type: DrivewayslSidewalks/Slabs Inspector. Grande, Claudio Inspection Type: Foundation Owner: BINAI, ELIZABETH Work Classification: New Job Address: 957 99 Street NE Miami Shores Village, FL 33138- Phone Number (305)754-9541 Parcel Number 1132060340260 Project: <NONE> Block: Lot: Contractor: RELIABLE CONCRETE CORP. Phone: 3051229-4945 Ruildinn nenartment Comments Friday, July 7, 2006 Page 2 of 2 Inspector Comments Passed Failed Correction Needed a Re -Inspection Fee ($75) No Additional inspections can be scheduled until re -inspection fee Is paid Friday, July 7, 2006 Page 2 of 2 114' ❑ (c) Assumption of existing mortgage (see rider for terms). 115' ❑ (d) Purchase money note and mortgage to Seller (see riders; addenda; or special clauses for terms). 116 CLOSING COSTS, FEES AND CHARGES 117 9. CLOSING COSTS; TITLE INSURANCE; SURVEY; HOME WARRANTY; SPECIAL ASSESSMENTS: 118 (a) COSTS TO BE PAID BY SELLER: 119 - Documentary stamp taxes and surtax on deed, if any - HOA/Condominium Association estoppel fees 120 -Owner's Policy and Charges (if Paragraph 9(c) (i) is checked) - Recording and other fees needed to cure title 121 - Title search charges (if Paragraph 9(c) (iii) is checked) - Seller's attomeys' fees 122• - Other: 123 If, prior to Closing, Seller is unable to meet the AS IS Maintenance Requirement as required by Paragraph 11 a 124 sum equal to 125% of estimated costs to meet the AS IS Maintenance Requirement shall be escrowed at Closing. If 125 actual costs to meet the AS IS Maintenance Requirement exceed escrowed amount, Seller shall pay such actual 126 costs. Any unused portion of escrowed amount(s) shall be returned to Seller. 127 (b) COSTS TO BE PAID BY BUYER: 128 - Taxes and recording fees on notes and mortgages - Loan expenses 129 - Recording fees for deed and financing statements - Appraisal fees 130 -Owner's Policy and Charges (if Paragraph 9(c)(ii) is checked) - Buyer's Inspections 131 - Survey (and elevation certification, if required) - Buyer's attomeys' fees 132 - Lender's title policy and endorsements - All property related insurance 133 - HOA/Condominium Association application/transfer fees - Owner's Policy Premium (if Paragraph 134 9 (c) (iii) is checked.) 135• - Other: 136+ (c) TITLE EVIDENCE AND INSURANCE: At least (if left blank, then 5) days prior to Closing Date, a title 137 insurance commitment issued by a Florida licensed title insurer, with legible copies of instruments listed as 138 exceptions attached thereto ("Title Commitment") and, after Closing, an owner's policy of title insurance (see 139 STANDARD A for terms) shall be obtained and delivered to Buyer. If Seller has an owner's policy of title insurance 140 covering the Real Property, a copy shall be furnished to Buyer and Closing Agent within 5 days after Effective Date. 141 The owner's title policy premium, title search, municipal lien search and closing services (collectively, "Owner's 142 Policy and Charges") shall be paid, as set forth below 143 (CHECK ONE): 144• ❑ (i) Seller shall designate Closing Agent and pay for Owner's Policy and Charges (but not including charges for 145 closing services related to Buyer's lender's policy and endorsements and loan closing, which amounts shall be paid 146 by Buyer to Closing Agent or such other provider(s) as Buyer may select); or 147* p (ii) Buyer shall designate Closing Agent and pay for Owner's Policy and Charges and charges for closing 148 services related to Buyer's lender's policy, endorsements, and loan closing; or 149• ❑ (iii) [MIAMI-DADE/BROWARD REGIONAL PROVISION]: Seller shall furnish a copy of a prior owner's policy of 150 title insurance or other evidence of title and pay fees for: (A) a continuation or update of such title evidence, which 151 is acceptable to Buyer's title insurance underwriter for reissue of coverage; (B) tax search; and (C) municipal lien 152 search. Buyer shall obtain and pay for post -Closing continuation and premium for Buyer's owner's policy, and if 153• applicable, Buyer's lender's policy. Seller shall not be obligated to pay more than $ (if left blank, 154 then $200.00) for abstract continuation or title search ordered or performed by Closing Agent. 155 (d) SURVEY: At least 5 days prior to Closing, Buyer may, at Buyer's expense, have the Real Property surveyed and 155 certified by a registered Florida surveyor ("Survey"). If Seller has a survey covering the Real Property, a copy shall 157 be furnished to Buyer and Closing Agent within 5 days after Effective Date. 15W (e) HOME WARRANTY: At Closing, ❑ Buyer ❑ Seller p N/A shall pay for a home warranty plan issued by 159• at a cost not to exceed $ . A home 160 warranty plan provides for repair or replacement of many of a home's mechanical systems and major built-in 161 appliances in the event of breakdown due to normal wear and tear during the agreement's warranty period. 162 (f) SPECIAL ASSESSMENTS: At Closing, Seller shall pay: (i) the full amount of liens imposed by a public body 163 ("public body" does not include a Condominium or Homeowner's Association) that are certified, confirmed and 164 ratified before Closing; and (ii) the amount of the public body's most recent estimate or assessment for an 165 improvement which is substantially complete as of Effective Date, but that has not resulted in a lien being imposed 166 on the Property before Closing. Buyer shall pay all other assessments. If special assessments may be paid in 167 installments (CHECK ONE): 168- ❑ (a) Seller shall pay installments due prior to Closing and Buyer shall pay installments due after Closing. 169 Installments prepaid or due for the year of Closing shall be prorated. 170• ❑x (b) Seller shall pay the assessment(s) in full prior to or at the time of Closing. 171 IF NEITHER BOX IS CHECKED, THEN OPTION (a) SHALL BE DEEMED SELECTED. Buyer's Initials Page 3 of 11 Seller's Initials FloridaRealtors/FloridiaBar-ASIS Rev.8/13 © 2013 Florida Realtors®and The Florida Bar. All rights reserved. Serial#: 092M-100139-8179212 L 19 C11) T1 v Sold :ges f4(AiWI;ItLORIOA l(L 26.6-1804-. T. J F-1 7.0 Fir 11 ALLOY is1 CTI am MAW &-ft Alt 1. I j?* 1. !... 0. oofff Mar NATIONAL FLOOR IN!u OcE* PRb48Am DATA —COMMUNITY PANEL mumoek Igso qi� 0414 It069 * Al FLOOD ZQ'Nt IlAiIJE FLOOD ELEVATION N. A. ar. tu�. % 17 LOCATION $Xtfca wr-146480 wrok CZ"XlpISD TLOI a t1 OsoBLOCIt MI404#000i A 4 8 I HEREBY CERTIFY THAT THIS SUSURVEY -Tif ;iwitq TECHNICAL STANDARD SAtift4S, SET FORTH.8V '472.027, 4s toodrded III P14 04Iih of. 490 47, SECTION AND REPRESENTS 4 gq 'MY.DIRECTION, AND IS TRUE AND 00 gECT-t6 Y 0: QS T"QF MY KNOWLkbQ9 AND BEL.110. lyl (19 and 001no fly. ftq�. 40 v BO row, iy "woo, hiv. F-1 7.0 Fir 11 ALLOY I ORION ME10,121WI, 11 mm, WARZI(I BASIS is1 141 Is IS III am MAW &-ft 1. I j?* 1. !... 0. oofff Mar NATIONAL FLOOR IN!u OcE* PRb48Am DATA —COMMUNITY PANEL mumoek Igso qi� 0414 It069 * Al FLOOD ZQ'Nt IlAiIJE FLOOD ELEVATION N. A. ar. ELEVATIONS SASE ON N.V.O.D. % SURWY. OF LOCATION $Xtfca wr-146480 wrok CZ"XlpISD TLOI a t1 OsoBLOCIt MI404#000i A 4 8 I HEREBY CERTIFY THAT THIS SUSURVEY -Tif ;iwitq TECHNICAL STANDARD SAtift4S, SET FORTH.8V '472.027, 4s toodrded III P14 04Iih of. 490 47, SECTION AND REPRESENTS 4 gq 'MY.DIRECTION, AND IS TRUE AND 00 gECT-t6 Y 0: QS T"QF MY KNOWLkbQ9 AND BEL.110. lyl (19 and 001no fly. ftq�. 40 v BO -Jv "woo, hiv. I ORION ME10,121WI, 11 mm, WARZI(I BASIS is1 141 Is IS III am MAW &-ft 1. I j?* 1. !... 0. oofff Mar NATIONAL FLOOR IN!u OcE* PRb48Am DATA —COMMUNITY PANEL mumoek Igso qi� 0414 It069 * Al FLOOD ZQ'Nt IlAiIJE FLOOD ELEVATION N. A. ar. ELEVATIONS SASE ON N.V.O.D. SURWY. OF LOCATION $Xtfca wr-146480 wrok CZ"XlpISD TLOI FIRST AMERICAN BANK OsoBLOCIt MI404#000i A 4 8 I HEREBY CERTIFY THAT THIS SUSURVEY -Tif ;iwitq TECHNICAL STANDARD SAtift4S, SET FORTH.8V '472.027, 4s toodrded III P14 04Iih of. 490 47, SECTION AND REPRESENTS 4 gq 'MY.DIRECTION, AND IS TRUE AND 00 gECT-t6 Y 0: QS T"QF MY KNOWLkbQ9 AND BEL.110. lyl (19 and 001no fly. ftq�. 40 v add Ce -ounly -Fla; - "woo, hiv. d aty QAdvQ - NO. .......... survey, Dale AWA 20? !fdOn ollon .. .... sioctIiif -iol, It)#. At. 57 (b) If extreme weather or other condition or event constituting "Force Majeure" (see STANDARD G) causes: (i) 58 disruption of utilities or other services essential for Closing or (ii) Hazard, Wind, Flood or Homeowners' insurance, 59 to become unavailable prior to Closing, Closing shall be extended a reasonable time up to 3 days after restoration 60 of utilities and other services essential to Closing and availability of applicable Hazard, Wind, Flood or 61 Homeowners' insurance. If restoration of such utilities or services and availability of insurance has not occurred sr within (if left blank, then 14) days after Closing Date, then either party may terminate this Contract by 63 delivering written notice to the other party, and Buyer shall be refunded the Deposit, thereby releasing Buyer and 64 Seller from all further obligations under this Contract. 65 6. OCCUPANCY AND POSSESSION: 66 (a) Unless the box in Paragraph 6(b) is checked, Seller shall, at Closing, deliver occupancy and possession of the 67 Property to Buyer free of tenants, occupants and future tenancies. Also, at Closing, Seller shall have removed all 68 personal items and trash from the Property and shall deliver all keys, garage door openers, access devices and 69 codes, as applicable, to Buyer. If occupancy is to be delivered before Closing, Buyer assumes all risks of loss to the 70 Property from date of occupancy, shall be responsible and liable for maintenance from that date, and shall be 71 deemed to have accepted the Property in its existing condition as of time of taking occupancy. 72` (b) ❑ CHECK IF PROPERTY IS SUBJECT TO LEASE(S) OR OCCUPANCY AFTER CLOSING. If Property is 73 subject to a lease(s) after Closing or is intended to be rented or occupied by third parties beyond Closing, the facts 74 and terms thereof shall be disclosed in writing by Seller to Buyer and copies of the written [easels) shall be 75 delivered to Buyer, all within 5 days after Effective Date. If Buyer determines, in Buyer's sole discretion, that the 76 lease(s) or terms of occupancy are not acceptable to Buyer, Buyer may terminate this Contract by delivery of 77 written notice of such election to Seller within 5 days after receipt of the above items from Seller, and Buyer shall be 78 refunded the Deposit thereby releasing Buyer and Seller from all further obligations under this Contract. Estoppel 79 Letter(s) and Seller's affidavit shall be provided pursuant to STANDARD D. If Property is intended to be occupied 80 by Seller after Closing, see Rider U. POST -CLOSING OCCUPANCY BY SELLER. 81' , 7. ASSIGNABILITY: (CHECK ONE): Buyer ❑ may assign and thereby be released from any further liability under this 82• Contract; ❑ may assign but not be released from liability under this Contract; or p may not assign this Contract. 83 FINANCING 84 8. FINANCING: 85' ❑ (a) Buyer will pay cash or may obtain a loan for the purchase of the Property. There is no financing contingency to 86 Buyer's obligation to close. 87* (b) This Contract is contingent upon Buyer obtaining a written loan commitment for a Pfsonventional ❑ FHA ❑ VA M. or other (describe) loan on the following terms within (if left blank, then 30) days after 89• Effective Date ("Loan Commitment Date") for (CHECK ONE): D;fixed, ❑ adjustable, ❑ fixed or adjustable rate loan in 90• the Loan Amount (See Paragraph 2(c)), at an initial interest rate not to exceed % (if left blank, then prevailing 91' rate based upon Buyer's creditworthiness), and for a term of (if left blank, then 30) years ("Financing"). 92• Buyer shall make mortgage loan application for the Financing within (if left blank, then 5) days after Effective 93 Date and use good faith and diligent effort to obtain a written loan commitment for the Financing ("Loan Commitment") 94 and thereafter to close this Contract. Buyer shall keep Seller and Broker fully informed about the status of mortgage 95 loan application and Loan Commitment and authorizes Buyer's mortgage broker and Buyer's lender to disclose such 96 status and progress to Seller and Broker. 97 98 Upon Buyer's receipt of Loan Commitment, Buyer shall provide written notice of same to Seller. If Buyer does not 99 receive Loan Commitment by Loan Commitment Date, then thereafter either party may cancel this Contract up to the 100 earlier of: 101 (i.) Buyer's delivery of written notice to Seller that Buyer has either received Loan Commitment or elected to 102 waive the financing contingency of this Contract; or 103 (ii.) 7 days prior to Closing Date. 104 If either party timely cancels this Contract pursuant to this Paragraph 8 and Buyer is not in default under the terms of 105 this Contract, Buyer shall be refunded the Deposit thereby releasing Buyer and Seller from all further obligations under 105 this Contract. If neither party has timely canceled this Contract pursuant to this Paragraph 8, then this financing 107 contingency shall be deemed waived by Buyer. 108 If Buyer delivers written notice of receipt of Loan Commitment to Seller and this Contract does not thereafter close, the 109 Deposit shall be paid to Seller unless failure to close is due to: (1) Seller's default; (2) Property related conditions of the 110 Loan Commitment have not been met (except when such conditions are waived by other provisions of this Contract); (3) 111 appraisal of the Property obtained by Buyer's lender is insufficient to meet terms of the Loan Commitment; or (4) the 112 loan is not funded due to financial failure of Buyer's lender, in which event(s) the Deposit shall be returned to Buyer, 113 thereby releasing Buyer and Seller from all further obligations under this Contract. Buyer's Initials Page 2 of 11 Sellers Initials FloridaRealtomIFlorida r-ASIS-2Rev.8/13 © 2013 Florida Realtors® and The Florida Bar. All rights reserved. Sedagk 082022-100139.5179212 /�/ OWNER'S NAME Frank Anderson JOB LOCATION (ST. OR AVE.) 957 N.E. 99th Street GENERAL CONTRACTOR owner iUILDING PERMIT NO 14815 ONE PEOUIREMENTS RE 'RESENT ADDRESS LICENSE NO. PHONE NO. I �. BLOCK SUBDIVISION s ADDR S PHONE NO. LICENSE NO. l BUILDER'S BOND YAE STORIES ROOF CONST maid Is room and bath EE S 6,,00 1641 _. I ALTERATION DESCRIPTION IADDITION i APPROVED I REJECTED I REFERRED TO COUNCIL REASONS DATE REMARKS SUBMITTED TO VILLAGE COUNCIL CERTIFICATE OF OCCUPANCY NO/ X; 1 S S U E D f0l"��✓ BY l ' ` % TO__— BUILDING PERMIT AND INSPECTION RECORD—MIAMI SHORES VILLAGE r • r r 1 . A, BUILiNG 1W PECTIONS INSPECTION$ DATE BY RE -INSPECT BY R£ -INSPECT BY FOUNDATION 1 o R?` �• BEAMS & LINTELS FRAMING i Fl NAL ` f '- CLEAN-UP PLUMBING PE ITS & INSPECTIONS CONTRACTOR( �' �� ' PERMIT NO. c `t� ✓�;z/�DATE FEE 5 NEW BLDG. ALTERATION ADDITION DITION REPAIRS SPECIAL PERMITS PERMIT NO.DATE FEE TEMPORARY SERVICE FIXTURES $ SEPTIC TANK .yC . .��... . b: ,�, ria CONTRACTOR f,' " 1 SEWER S SOLAR HEATER FEE $ NEW BLDG. ALTERATION ADDITION S GAS S DATE FEE TEMPORARY SERVICE INSPECTIONS DATE yy� BY 1 j RE}INSPECT BY t—RE--IN—SPECT BY UGHING e_4 1~' I L � I — • SEWER SEPTIC TANK �) SOLAR HEATER FIXTURES ELECTRICAL PERMITS INSPECTIONS b: ,�, ria CONTRACTOR f,' " 1 PHONE r PERMIT NO.� n DATE "` Y� _` FEE $ NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE r� H. W. HEATER CONN. $ RANGE CONN, S MOTORS $ FIXTURES S INSPECTIONS DATE BY RE - INSPECT BY RE -INSPECT BY TEMP. SERVICE ROUGHING 7.2 H. W. HEATER CONN RANG& CONN. FIXTURES & FINAL APPROVAL TO POWER CO. FOR SERVICE DATE By { L -I -s- y OW{VER'S NAMEi ISSUED � � � � PRESENT ADDRESS LICENSE NO. PHONE NO. tc o 4 r BUILDING PERMIT ( � I �- i I RECORD -MIAMI ( JOB f OCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION f ! ��y 5x.�px CONTRACTOR ADDRESS it PHONE NO. LICENSE NO. �sGENE9RAL /'� 6c f&VA �ff�G.. r r.?� �/ �. (J d. av ( BUILDER'S BOND /9 7 BUILDING PERMIT NO. DATE PERMIT FEE S NO. DAT fc"1✓®/�/pat/ I ,moo ZONE REQUIREMENTS CU. FT. ��-- PLAN CUBE >�.�?--� CU. FT. EST. COST S� (FICA' STRICTIONS AND CUBE i T- -o TO -RI A y DATE ROOF CONSTRUCTION I INTERIOR CONSTRUCTION � DESCRIPTION I—REPAIRS ALTERATION f DESCRIPTION ADDITION 1 APPROVED I REJECTED I REFERRED TO COUNCILI REASONS RE -SUBMITTED TO PLANN REMARKS kNCY NO. Sm [ ( ISSUED � � � � BYy°""_�a I TO L tc o 4 r BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE �+t BUILDING IN PECTIONS H. W. HEATER CONN. -INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION MOTORS OOF S BEAMS & LINTELS ( I OOL INSPECTIONS DATE FRAMING I TFMP. SERVICE IR COND. FILIAL LEAN UP ROUGHING SLAB I SLAB H. W. HEATER CONN PLUMBING PERMITS & INSPECTIONS RANGE CONN. CONTRACTOR PHONE PERMIT NO. DATE li FEE S NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIALS PERMITS I PERMIT NO, DATE FEE TEMPORARY SERVICE ( SEPTIC TANK I $ $ S WER I S SOLAR HEATER I S GAS ( (( S INSPECTIONS DATE I BY RE- NSPECT BY IS RE -INSPECT BY ROUGHING TUB & TOP OUT SEWER SEPTIC TANK SOLAR HEATER it FIXTURES j GAS PERM IT NO. Si (3 -a %N I DATE�- NEW BLDG. I ALTERATION I A SPECIAL PERMITS I PElannir nye_ S P1A-ry 1 TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS S FIXTURES ( I S INSPECTIONS DATE I is BY RE -1 SPECT BY RE -INSPECT BY TFMP. SERVICE I ROUGHING I H. W. HEATER CONN I RANGE CONN. I FIXTURES & FINAL POWER CO. FOR MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the appproyal of the detailed statement of the plans and specifications herewith submitted for the build. Ing or other structure herein described. Tlmis application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be cvmplied with, whether herein specified or not. A copy of approved plms and specifications must be kept at building during progress of the work. Date..._..0_nl,�p_�j .p....a. 19.. Owners Name and Address.... ....S1f!!!%6 - ...1. ...JSJJ/I�I=i / .:........................... . No..-�1.:.-7..... - Street -N-6, ....l. -.Z . S p Registered Architect and/or Engineer........ ............. ................ .W .............. ...................... _..... ............ ....................................... Name and address of licensed contractor.�K .i-!.f1...G.rt(.,>__..... Locations and 1 al description of lot to be -b7uil on: r�f ........ Subdivision...... .z W...AZU Block.__............_. [_jj� _---.-------- _----.__.._-..-------------•-•-....._.. Stmt and umber where work is to be°y% i �'l�V/l�j' State work to be done and purpose of building (by floors) -04-0047-7124"..c .....&3! sQ .. fj ZPi. S/ _ __.._.........___..._._..._.._.__..__.�.___----- ._-..„_....--..-_----------------- -----_--------- _--- and for no other purpose, New Building____ _ .._._...... Remodeling..__._._ ............ . Addition._...._. ......... .. Repairs.......---................ No. of Stories...................._. To be constructed ofJ0 -.5__- Kind of foundation._. , AP.s..jr4CWf_W_W..,....... .. Roof Covering.......��..�f,/1.4p`- Estimated Total cost of improvements $_._ . /m� G - -t✓�'�-•----_Amount of Permit $-.....L �J. . . .............. ......... ........ ..................... Zone tubage required-___._.»... --- —------ _- -------- —_y_-_ .Plan Cubage........ ......... _.. ........... --/ Distance to nest nearest building-.-..—/ _ '_ .. _._. _ _ ._._..._Size of Building Lot...... ._ ..1.../...'ter»�......,.......... Maximum live load to be borne by each floor_......_.._. __._.__.____ ...... _........ _... ..... �.._... _.. _ .... _ ...._._.„._.... ............. I hereby submit all the plans and specifications for said building. All notices with refereye�e_ to tie building and its constructign may . be sent tc.. c._. ._ �� r—__-= .�1A1►?t _.�dOLL.%�._�L,dl_ _.-C-C�®.._Q.... t�.....,Cl l�.l-� The undersigned applicant for this building permit does hereby certify that he understands and accepts his obl ations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, ennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ipspMtion on the site of the work such publi • notice or notices as are required by the Act. The undersigned agrees to employ only such�ntractors,on tied n .this permit,as are licensed by Miami Shores Village.(Sign_ STATE OF FLORIDA, COUNTY OF DADE. f ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally op - peered_ .»._____._...._ __ ___.. .__ ....__............._.._......_.._..._....._..__._ _ _ _ ._._».._»_._......_......... me well known, and who,baixg by me first duly sworn, upon oath deposes and says that he is the ..._............ _.... _........................ __._._ ...................... _........ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tome. Permit No._�» » Date_ _» _._._...._ _ Read, Sworn to and Subscribed before me. Disapproved_» _ _. Date _. _ ___ ___... .._....... _......_�. ........ ._»_................................. %� No Public, State of Florida Ildmg Inspector My Commission Expires...._ ...................................... ...... .... ._ _.. PLANNING BOARD ...................... ............. _................. DATE Chairmen_............ .:...» .... ._.__ »............_....._........ Member ... ................ ............ ........................................................ Member_ _ »_._»__ _._....---_._ __ . _. _..... _ Member ............. _.._............ »...... Member ............. __ »..._....... _.._.._. ._ _ ._. .__ Member ___......_......__._._......_._._._._....... _.......... __........ _ Council Approved._.. __. _...._....._...._ ____»._ .._. ._Date Disapproved ......... ..... ... _.................. ..Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. STANDARDS FOR REAL ESTATE TRANSACTIONS ("STANDARDS") CONTINUED 525 (v) Upon remitting funds to the IRS pursuant to this STANDARD, Buyer shall provide Seller copies of IRS Forms 8288 526 and 8288-A, as filed. 527 W. RESERVED 528 X. BUYER WAIVER OF CLAIMS: To the extent permitted by law, Buyer waives any claims against Seller and 529 against any real estate licensee involved in the negotiation of this Contract for any damage or defects 530 pertaining to the physical condition of the Property that may exist at Closing of this Contract and be 531 subsequently discovered by the Buyer or anyone claiming by, through, under or against the Buyer. This 532 provision does not relieve Seller's obligation to comply with Paragraph 10(n. This Standard X shall survive 533 Closing. 534 ADDENDA AND ADDITIONAL TERMS 535 19. ADDENDA: The following additional terms are included in the attached addenda or riders and incorporated into this 536° Contract (Check If applicable): ❑ A. Condominium Rider ❑ M. Defective Drywall ❑ X. Kick -out Clause ❑ B. Homeowners' Assn. ❑ N. Coastal Construction Control Line ❑ Y. Seller's Attorney Approval ❑ C. Seller Financing [10. Insulation Disclosure ❑ Z. Buyer's Attorney Approval ❑ D. Mortgage Assumption ❑x P. Lead Based Paint Disclosure ❑ AA.Licensee-Personal Interest in ❑ E. FHAIVA Financing (Pre -1978 Housing) Property ❑ F. Appraisal Contingency ❑ Q. Housing for Older Persons ❑ BB. Binding Arbitration ❑ G. Short Sale ❑ R. Rezoning ❑ Other ❑ H. Homeowners'/Flood Ins. ❑ S. Lease Purchase/ Lease Option ❑ I. RESERVED ❑ T. Pre -Closing Occupancy by Buyer ❑ J. Interest -Bearing Acct. ❑ U. Post -Closing Occupancy by Seller ❑ K. RESERVED ❑ V. Sale of Buyer's Property ❑ L. RESERVED ❑ W. Back-up Contract 537* 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 20. ADDITIONAL TERMS: SELLER SHALL PROVIDE A COPY OF THE EXISTING SURVEY 554 COUNTER-OFFER/REJECTION 555• ❑ Seller counters Buyer's offer (to accept the counter-offer, Buyer must sign or initial the counter -offered terms and deliver 556 a copy of the acceptance to Seller). 557• ❑ Seller rejects Buyers offer. 558 THIS IS INTENDED TO BE A LEGALLY BINDING CONTRACT. IF NOT FULLY UNDERSTOOD, SEEK THE ADVICE OF 559 AN ATTORNEY PRIOR TO SIGNING. 560 THIS FORM HAS BEEN APPROVED BY THE FLORIDA REALTORS AND THE FLORIDA BAR. 561 Approval of this form by the Florida Realtors and The Florida Bar does not constitute an opinion that any of the terms and 562 conditions in this Contract should be accepted by the parties in a particular transaction. Terms and conditions should be 563 negotiated based upon the respective interests, objectives and bargaining positions of all interested persons. Buyer's Initials Page 10 of 11 Seller's Initials FloridaRealtors/FloridaBar-ASIS-2 Rev.8/13 © 2013 Florida Realtors®and The Florida Bar. All rights reserved. Serial#. 092022-100139.8179212 �... S • MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No.» ...... CdD EJ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address ...» .....C`. ... . 1 1..................................No..TT��-�Jy.!fV� ..-7...�...Suva...........»...».». .............. ............... Registered Architect and/or Engineer ................................ ................4.............»......»............»...»......»...»....».............................................. .... ................... Employing Electricians Name .....»...� eW1S.....�.... / a . P ....No.(%`� � 4. t Steers .....»...»..» ..............».................. Location and Legal Description Lot .......»..........................»........ r/ Block ...... »..................... ............ Subdivision ........... .» ... »».............. ............ Street and Number where work is to he performed—No.............. z ......................... _.... _.... ...... ».... „.Street. ........................ ......... ............................... Statework to be performed and purpose of building (By Floors) ............................... ........... ................. ...................... »............................. ................... New Building.. »...... .....»..»......Remodeling .....................»... Addition. Repairs............................».......No. of Stories ................... Service Overhead Underground Site Feeders. ................. Conduit ...............Main Sw..................... ......... Amps ......... ».............. .Main Pusey»....». ... ».»..... ......Amps Typeof nstallation--Conduit....»...» » ».....»Tubing .........»..»........B.X.L....»~................Metal Moulding...»:.._.»..«.»......... ..» »»......» ..:......»... »L�sL. a�gF r.., �.. °,)�,'.. Amount of Permit (Signed The undersigned applicant for this building permit does hereby certify that he understands and accepts s obligations as an employer of labor under the Florida Workmen*9 Compensation Act, being Sectipn 5966, Compiled General Laws of FpStida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or su ntractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the Work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub -con ctors, Lowork to be performed under this permit, as are licensed by Miami Shores Village. (Signed)... ...»»».««.....»».....».. ».»....».»...... .. .....»..» ..... Master Eieetrician. STATE OF FLORIDA. COUNTY OF DADE. ss' Before me. the undersigned authority, a notary public, duly authorised to administer oaths and take acknowledgments, personally appeared ........ »....... »..................... .»......»...._..................»..........................«..........»......».............».......».......»».....»........ »....»...»»....«»»........................ to me well known, and who, being by me first duly sworn. upon oath deposes and says that he is the ».... .................»...»..».............................»... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all fade therein by him stated are true. ...........................»... My.Com.........EXplres............................». .... ».... »...............Notary»Public. State of Florida.»...»......». ... ......... NOTE: A reinspection fee of $1.00 will be made when such reinspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. SWITCH Liam PLUG FIXTURES R[PRIO. IRON RANGE RANO[ WAUR W. NEAT. $$D�ACE STRIP TOTAL OUTLETS OUTLETS RECa'P'T'e NO. LAMPS OUTLET OUTLET OUTLET CONN. HATER CONN. 14 TER HEATER CLIST CHECK 6Nr. DIST. SERVICE SERVICE MOTOR[ MOTOR[ Nta" RADIO TOTAL SW. CAR. TEM►. I PERM. 0.1 HP 1.0 NP TRAN[. COMM LIST CHECK Service Overhead Underground Site Feeders. ................. Conduit ...............Main Sw..................... ......... Amps ......... ».............. .Main Pusey»....». ... ».»..... ......Amps Typeof nstallation--Conduit....»...» » ».....»Tubing .........»..»........B.X.L....»~................Metal Moulding...»:.._.»..«.»......... ..» »»......» ..:......»... »L�sL. a�gF r.., �.. °,)�,'.. Amount of Permit (Signed The undersigned applicant for this building permit does hereby certify that he understands and accepts s obligations as an employer of labor under the Florida Workmen*9 Compensation Act, being Sectipn 5966, Compiled General Laws of FpStida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or su ntractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the Work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub -con ctors, Lowork to be performed under this permit, as are licensed by Miami Shores Village. (Signed)... ...»»».««.....»».....».. ».»....».»...... .. .....»..» ..... Master Eieetrician. STATE OF FLORIDA. COUNTY OF DADE. ss' Before me. the undersigned authority, a notary public, duly authorised to administer oaths and take acknowledgments, personally appeared ........ »....... »..................... .»......»...._..................»..........................«..........»......».............».......».......»».....»........ »....»...»»....«»»........................ to me well known, and who, being by me first duly sworn. upon oath deposes and says that he is the ».... .................»...»..».............................»... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all fade therein by him stated are true. ...........................»... My.Com.........EXplres............................». .... ».... »...............Notary»Public. State of Florida.»...»......». ... ......... NOTE: A reinspection fee of $1.00 will be made when such reinspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. STANDARDS FOR REAL ESTATE TRANSACTIONS ("STANDARDS") CONTINUED 405 under this Contract more than 14 days beyond Closing Date, then either party may terminate this Contract by delivering 406 written notice to the other and the Deposit shall be refunded to Buyer, thereby releasing Buyer and Seller from all 407 further obligations under this Contract. 408 H. CONVEYANCE: Seller shall convey marketable title to the Real Property by statutory warranty, trustee's, personal 409 representative's, or guardian's deed, as appropriate to the status of Seller, subject only to matters described in 410 STANDARD A and those accepted by Buyer. Personal Property shall, at request of Buyer, be transferred by absolute 411 bill of sale with warranty of fitle, subject only to such matters as may be provided for in this Contract. 412 I. CLOSING LOCATION; DOCUMENTS; AND PROCEDURE: 413 (i) LOCATION: Closing will take place in the county where the Real Property is located at the office of the attorney or 414 other closing agent ("Closing Agent") designated by the party paying for the owner's policy of title insurance, or, if no 415 title insurance, designated by Seller. Closing may be conducted by mail or electronic means. 416 (ii) CLOSING DOCUMENTS: Seller shall at or prior to Closing, execute and deliver, as applicable, deed, bill of sale, 417 certificate(s) of title or other documents necessary to transfer title to the Property, construction lien affidavit(s), owner's 418 possession and no lien affidavit(s), and assignment(s) of leases. Seller shall provide Buyer with paid receipts for all 419 work done on the Property pursuant to this Contract. Buyer shall fumish and pay for, as applicable the survey, flood 420 elevation certification, and documents required by Buyer's lender. 421 (iii) PROCEDURE: The deed shall be recorded upon COLLECTION of all closing funds. If the Title Commitment 422 provides insurance against adverse matters pursuant to Section 627.7841, F.S., as amended, the escrow closing 423 procedure required by STANDARD J shall be waived, and Closing Agent shall, subject to COLLECTION of all closing 424 funds, disburse at Closing the brokerage fees to Broker and the net sale proceeds to Seller. 425 J. ESCROW CLOSING PROCEDURE: If Title Commitment issued pursuant to Paragraph 9(c) does not provide for 426 insurance against adverse matters as permitted under Section 627.7841, F.S., as amended, the following escrow and 427 closing procedures shall apply: (1) all Closing proceeds shall be held in escrow by the Closing Agent for a period of not 428 more than 10 days after Closing; (2) if Seller's title is rendered unmarketable, through no fault of Buyer, Buyer shall, 429 within the 10 day period, notify Seller in writing of the defect and Seller shall have 30 days from date of receipt of such 430 notification to cure the defect; (3) if Seller fails to timely cure the defect, the Deposit and all Closing funds paid by Buyer 431 shall, within 5 days after written demand by Buyer, be refunded to Buyer and, simultaneously with such repayment, 432 Buyer shall return the Personal Property, vacate the Real Property and re -convey the Property to Seller by special 433 warranty deed and bill of sale; and (4) if Buyer fails to make timely demand for refund of the Deposit, Buyer shall take 434 title as is, waiving all rights against Seller as to any intervening defect except as may be available to Buyer by virtue of 435 warranties contained in the deed or bill of sale. 436 K. PRORATIONS; CREDITS: The following recurring items will be made current (if applicable) and prorated as of the 437 day prior to Closing Date, or date of occupancy if occupancy occurs before Closing Date: real estate taxes (including 438 special benefit tax assessments imposed by a CDD), interest, bonds, association fees, insurance, rents and other 439 expenses of Property. Buyer shall have option of taking over existing policies of insurance, if assumable, in which event 440 premiums shall be prorated. Cash at Closing shall be increased or decreased as may be required by prorations to be • 441 made through day prior to Closing. Advance rent and security deposits, if any, will be credited to Buyer. Escrow 442 deposits held by Seller's mortgagee will be paid to Seller. Taxes shall be prorated based on current year's tax with due 443 allowance made for maximum allowable discount, homestead and other exemptions. If Closing occurs on a date when 444 current year's millage is not fixed but current year's assessment is available, taxes will be prorated based upon such 445 assessment and prior year's millage. If current year's assessment is not available, then taxes will be prorated on prior 446 year's tax. If there are completed improvements on the Real Property by January 1st of year of Closing, which 447 improvements were not in existence on January 1ar of prior year, then taxes shall be prorated based upon prior year's 446 millage and at an equitable assessment to be agreed upon between the parties, failing which, request shall be made to 449 the County Property Appraiser for an informal assessment taking into account available exemptions. A tax proration 450 based on an estimate shall, at either party's request, be readjusted upon receipt of current year's tax bill. This 451 STANDARD K shall survive Closing. 452 L. ACCESS TO PROPERTY TO CONDUCT APPRAISALS, INSPECTIONS, AND WALK-THROUGH: Seller shall, 453 upon reasonable notice, provide utilities service and access to Property for appraisals and inspections, including a walk - 454 through (or follow-up walk-through if necessary) prior to Closing. 455 M. RISK OF LOSS: If, after Effective Date, but before Closing, Property is damaged by fire or other casualty 456 ("Casualty Loss") and cost of restoration (which shall Include cost of pruning or removing damaged trees) does not 457 exceed 1.5% of Purchase Price, cost of restoration shall be an obligation of Seller and Closing shall proceed pursuant 458 to terms of this Contract. If restoration is not completed as of Closing, a sum equal to 125% of estimated cost to. 459 complete restoration (not to exceed 1.5% of Purchase Price), will be escrowed at Closing. If actual cost of restoration 460 exceeds escrowed amount, Seller shall pay such actual costs (but, not in excess of 1.5% of Purchase Price). Any 461 unused portion of escrowed amount shall be returned to Seller. If cost of restoration exceeds 1.5% of Purchase Price, 462 Buyer shall elect to either take Property "as is" together with the 1.5%, or receive a refund of the Deposit, thereby 463 releasing Buyer and Seller from all further obligations under this Contract. Seller's sole obligation with respect to tree 464 damage by casualty or other natural occurrence shall be cost of pruning or removal. Buyer's Initials Page 8 of 11 Seller's Initials FloridaRealtors/FloridaBar-ASIS-2 Rev.8/13 © 2013 Florida Realtors®and The Florida Bar. All rights reserved. Serial# 092022-100139-517M2 k MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyaI of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. / Date..._._l ^.:l �..�._........._... . , Owners Name and Address.... ` ..__ r._. 3.•--.�4:;-7 r . 9 V*Street... A114±!!!.! Registered Architect and/or Engineer.......!..�„...V 1..C<!?L....--•............................. _............. _...................................... Name and address of licensed contractor ........... ................... _....._............. Location and Iegal description of lot to be built on: Lot __.........._ ......... Block ......... ....................... Subdivision...... Street and Number where work is to be done .......�'....... /4). r� State work to be done and purpose of building (by floors)...._2o.( and for no other purpose. New Building._.».._..._ ...... .._ .... Remodeling. .................._..... Addition.......................... Repairs.......................... No. of Stories...... ................... To be constructed of_... ...... - ............... Kind of foundation . .. . ....................................................... . . Ro f Covering.............................................. Estimated Total cost of improvements .............. Amount of Permit $....4_51...,�_.' zone cubage required __ _ _.. _ ._...__ _ ..__ ._ ___ ._ Plan Cubage ......... ._....... _......_.__...... Distance to next nearest building ... ............. .............__.._......_....._Size of Building Lot ................. .----... _................................... ._......... Maximum live load to be borne by each floor_._....__..._.._.__.__ _...._--......._............_... ._.. __._----.._._-_..... ....._....... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent _.................. _............. ...... _.__........................ ............................................ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer Of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled C neral Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from contractors or sub -contractors employed by him in the work to be performed corder this permit; and will post or cause to be posted f inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc subcontra on work o rfo under this permit, as are licensed by Miami Shores Village. Remarks.. _ ....................— .. ._. _ _ (sip _ •_.. .. STATE OF FLORIDA, l COUNTY OF DADE. J 85' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peand._ _._....._ _.. _..... _.. _...__._.._._...._-..................._-_--..__-_...._............ _. _ ....._. _....__......_._ _ ...» ._ .— --------------------------_.------.----...--..._----- _.---- _......__..-..to me well known, and who,beang by me first duly sworn, upon oath deposes and says that he is the............................................................. ......... ............. ........ _ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. _. _...--.-. Dat ...... Lt' -.f 0-_ _.._.. .. Read, Sworn to and Subscribed before me. Disapproved___ _ ._.. Date.._ _ _.. .._ ...._.... _........................ ......__.....................................-............._..._........._... �. - Notary Public, State of Florida (Signed) _. •-....-....._......... _ ......... ........... Building Inspecto My Commission Expires .................................. ...... .................... _._... PINNING BOARD..._.._....._..._......_..._..__..__...___..DATE Chairman_._..._...._._ . _ _. _.. _._ ... ....._....... Member ....... ............. _-........ _._........................ _._.... ............. ........ _.... Member. _. _ _._...__._.--------------- _ _ _._ ___ _ Member -_ ......... _.._ ....... Member .. _.... _ _ _ _ .._ _. _ Member _ .._.. .... . _._ ._.. _..._. .. . _.._ Council Approved _._........_..._..-____- .... _... _-...Date Disapproved .........................Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained from the Planning Board. A reins tion fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. STANDARDS FOR REAL ESTATE TRANSACTIONS ("STANDARDS") CONTINUED 345 assumed mortgages and purchase money mortgages, if any (if additional items, attach addendum); provided, that, none 346 prevent use of Property for RESIDENTIAL PURPOSES. If there exists at Closing any violation of items identified in (b) • 347 — (f) above, then the same shall be deemed a title defect. Marketable title shall be determined according to applicable 348 Title Standards adopted by authority of The Florida Bar and in accordance with law. 349 (ii) TITLE EXAMINATION: Buyer shall have 5 days after receipt of Title Commitment to examine it and notify Seller in 350 writing specifying defect(s), if any, that render title unmarketable. If Seller provides Title Commitment and it is delivered 351 to Buyer less than 5 days prior to Closing Date, Buyer may extend Closing for up to 5 days after date of receipt to 352 examine same in accordance with this STANDARD A. Seller shall have 30 days ("Cure Period") after receipt of Buyer's 353 notice to take reasonable diligent efforts to remove defects. If Buyer fails to so notify Seller, Buyer shall be deemed to 354 have accepted title as it then is. If Seller cures defects within Cure Period, Seller will deliver written notice to Buyer (with 355 proof of cure acceptable to Buyer and Buyer's attorney) and the parties will close this Contract on Closing Date (or if 356 Closing Date has passed, within 10 days after Buyer's receipt of Seller's notice). If Seller is unable to cure defects 357 within Cure Period, then Buyer may, within 5 days after expiration of Cure Period, deliver written notice to Seller: (a) 358 extending Cure Period for a specified period not to exceed 120 days within which Seller shall continue to use 359 reasonable diligent effort to remove or cure the defects ("Extended Cure Period"); or (b) electing to accept title with 360 existing defects and close this Contract on Closing Date (or if Closing Date has passed, within the earlier of 10 days 361 after end of Extended Cure Period or Buyer's receipt of Seller's notice), or (c) electing to terminate this Contract and 362 receive a refund of the Deposit, thereby releasing Buyer and Seller from all further obligations under this Contract. If 363 after reasonable diligent effort, Seller is unable to timely cure defects, and Buyer does not waive the defects, this 364 Contract shall terminate, and Buyer shall receive a refund of the Deposit, thereby releasing Buyer and Seller from all 365 further obligations under this Contract. 366 B. SURVEY: If Survey discloses encroachments on the Real Property or that improvements located thereon encroach 367 on setback lines, easements, or lands of others, or violate any restrictions, covenants, or applicable governmental 368 regulations described in STANDARD A (i)(a), (b) or (d) above, Buyer shall deliver written notice of such matters, 369 together with a copy of Survey, to Seller within 5 days after Buyer's receipt of Survey, but no later than Closing. If Buyer 370 timely delivers such notice and Survey to Seller, such matters identified in the notice and Survey shall constitute a title 371 defect, subject to cure obligations of STANDARD A above. If Seller has delivered a prior survey, Seller shall, at Buyer's 372 request, execute an affidavit of "no change" to the Real Property since the preparation of such prior survey, to the 373 extent the affirmations therein are true and correct. 374 C. INGRESS AND EGRESS: Seller represents that there is ingress and egress to the Real Property and title to the 375 Real Property is insurable in accordance with STANDARD A without exception for lack of legal right of access. 376 D. LEASE INFORMATION: Seller shall, at least 10 days prior to Closing, furnish to Buyer estoppel letters from 377 tenant(s)/occupant(s) specifying nature and duration of occupancy, rental rates, advanced rent and security deposits 378 paid by tenant(s) or occupant(s)("Estoppel Letter(s)"). If Seller is unable to obtain such Estoppel Letter(s) the same 379 information shall be furnished by Seller to Buyer within that time period in the form of a Seller's affidavit and Buyer may 380 thereafter contact tenant(s) or occupant(s) to confirm such information. If Estoppel Letter(s) or Seller's affidavit, if any, 381 differ materially from Sellers representations and lease(s) provided pursuant to Paragraph 6, or if tenant(s)/occupant(s) 382 fail or refuse to confirm Seller's affidavit, Buyer may deliver written notice to Seller within 5 days after receipt of such 383 information, but no later than 5 days prior to Closing Date, terminating this Contract and receive a refund of the Deposit, 384 thereby releasing Buyer and Seller from all further obligations under this Contract. Seller shall, at Closing, deliver and 385 assign all leases to Buyer who shall assume Seller's obligations thereunder. 386 E. LIENS: Seller shall furnish to Buyer at Closing an affidavit attesting (i) to the absence of any financing statement, 387 claims of lien or potential lienors known to Seller and (ii) that there have been no improvements or repairs to the Real 388 Property for 90 days immediately preceding Closing Date. If the Real Property has been improved or repaired within 389 that time, Seller shall deliver releases or waivers of construction liens executed by all general contractors, 390 subcontractors, suppliers and materialmen in addition to Seller's lien affidavit setting forth names of all such general 391 contractors, subcontractors, suppliers and materialmen, further affirming that all charges for improvements or repairs 392 which could serve as a basis for a construction lien or a claim for damages have been paid or will be paid at Closing. 393 F. TIME: Calendar days shall be used in computing time periods. Time is of the essence in this Contract. 394 Other than time for acceptance and Effective Date as set forth in Paragraph 3, any time periods provided for or dates 395 specified in this Contract, whether preprinted, handwritten, typewritten or inserted herein, which shall end or occur on a 396 Saturday, Sunday, or a national legal holiday (see 5 U.S.C. 6103) shall extend to 5:00 p.m. (where the Property is 397 located) of the next business day. 398 G. FORCE MAJEURE: Buyer or Seller shall not be required to perform any obligation under this Contract or be liable 399 to each other for damages so long as performance or non-performance of the obligation is delayed, caused or 400 prevented by Force Majeure. "Force Majeure" means: hurricanes,, earthquakes, floods, fire, acts of God, unusual 401 transportation delays, wars, insurrections, acts of terrorism, and any other cause not reasonably within control of Buyer 402 or Seller, and which, by: exercise of reasonable diligent effort, the non-performing party is unable in whole or in part to 403 prevent or overcome. All time periods, including Closing Date, will be extended for the period that the Force Majeure 404 prevents performance under this Contract, provided, however, if such Force Majeure continues to prevent performance Buyer's initials Page 7 of 11 Seller's Initials FloridaRealtors/FloridaBar-ASIS-2 Rev.8/13 © 2013 Florida Realtors®and The Florida Bar. Ail rights reserved. S.I.W. 092022-100139-5179212 _.. F M�®DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w:v%miamidade.eav/cera/ 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS -8700 (Flange Frame)" Aluminum Horizontal Sliding Window - L1VI:T: APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, 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, modellseries, 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 and renews NOA 011-0705.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. E couhrrY NOA No. 12-0127.08 ... , Expiration Date: April 11, 2017 p Approval Date: March 29, 2012 °�11-t 1l � Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 112, 1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, IIETI-10-3048, HETI--10-3049, HETI-10-3049I, HETI-10- 3050, HETI-] 0-3051, HETI-10-3052B, HETI-10-3053, HETI-10-30561 HETI-10- 3057, HETI-10-31309 HETI-10 3131, HETI-10-3223, HETI-10-3224, HET -1&- 3225, HETI-10-3226 and HETI-10-3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F., Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. I1-0705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 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, HETI48-2034, HETI - 08 - 20359 HETI - 08 - 2036, HET1- 08 - 20379 HETI - 08 - 2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) M; -nu e Pere . Product Control E in r NOA No. 12-0 .08, Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuFD) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 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 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. ©2-02.45) C. CALCULATIONS: 1. Anchor verification calculations and, structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayer," dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. Manue Perez, Product Control Ex a i r NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 Q o.e NOTE: ox XO 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND -NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. A1. B. & 111' REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C. D. & E' REFER TO SHEET ®4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. X\' D /� E B 61� D Q o.e NOTE: ox XO 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND -NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. A1. B. & 111' REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C. D. & E' REFER TO SHEET ®4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 v\A XOX -Equal Lite (1/3-1/3-1/3j NOTES: ---- 1) ES. REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOT 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, A1, B, & 131' REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E' REFER TO SHEET 08 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 X\' D /� E B B1 D B 81 0 v\A XOX -Equal Lite (1/3-1/3-1/3j NOTES: ---- 1) ES. REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOT 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, A1, B, & 131' REFER TO SHEET ®3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E' REFER TO SHEET 08 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 E XOX — Un—Equal Lite (1/4-1/2—i/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, A1, B. & BS' REFER TO SHEET ®3 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E' REFER TO SHEET )!3 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 2010 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 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. J `,,3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON \O 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 DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE OI.AZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #S, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #S, 7 or 8). 8.) WINDOWS WITH GLASS TYPES 'A. C. OR G" 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 8 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 L[TE '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 $3, 4 & B FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET q 8 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULUNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WELL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHAD, MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVLSUO ss.plyLnavvm TaFbft DandPogCoda 'ro�L� • 17 ey Mmm{ Ptodaat 0 S Nz 0 a cw9 z o31 D: z d O N Q 0 6i3 x� O co 1 i E� D B 81 E XOX — Un—Equal Lite (1/4-1/2—i/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, A1, B. & BS' REFER TO SHEET ®3 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E' REFER TO SHEET )!3 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 2010 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 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. J `,,3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON \O 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 DRAWINGS ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE OI.AZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #S, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #S, 7 or 8). 8.) WINDOWS WITH GLASS TYPES 'A. C. OR G" 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 8 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 L[TE '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 $3, 4 & B FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET q 8 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULUNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WELL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHAD, MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVLSUO ss.plyLnavvm TaFbft DandPogCoda 'ro�L� • 17 ey Mmm{ Ptodaat 0 S Nz 0 a cw9 z o31 D: z d O N Q 0 6i3 x� O co 1 i TEST UNIT SIZE: 111" X 63" —� INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 90.0 (B) 10 AT EA. FRAME SHY (14 AT FRAME SILL IF DP ABOVE 70.0) (C) D AT EA. FRAME JAMB •SEE GENERAL NOTE ®3 & ®4. 1-- 4 � 85 3/8. OVERALL FRAME WIDTH B4 3/9' INTERIOR FRAME WIDTH S' . 0..0. {57 4 3 � p I '�dth X243 , E oa~ m V ,n b ', D.C. z 1/a• OC. E C f 13 1/4' B 81 z 13 u!• Dc. i s• SEL �/ pRE 1. $TpVMOE pNC��pfORNASL I'M AT HEAD 6 SDA V/ IL,CDNE V/ P AT MEETING RAILSAF BITS WITH A L EAS IAL DP ASOVE .7DPSF I - 75PW (4 T9TAL1 NNpp��gg�� _ XOX" WINDOW EQUAL UTE I�EE-VERi1CAL CROSS-SECTION DETAILS 'A, Al, B, 6 BI' AT SHEET 43 TEST UNIT SIZE: 111" X 83' 2. SEE HDRIZONTAL CROSS-SECTICN DETAILS 'C, D. 6 E• AT SHEET 05 INSTALLATION FASTENERS IP N in 111. OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 9O.0 (B) 10 AT EA FRAME BILI. (C)(14 AT 0 AT FAMEA. SUL IF MB ABOVE 70.0) *SEE GENERAL NOTE 03 & 04. M D.L 0. WM � p I �l D.LO. 1� th E oa~ m V m�j iCpn b ', D.C. z 1/a• OC. E C 1 13 1/4' Y z 13 u!• Dc. i s• ( 4 / p ANCHOR NOTES, L SAME ANCHOR SPACM AT 14EAD S 2. TV13 ADDITIONAL AAY:FWRS RERIIIRI MEETO(O RAILS FOR UNITS WITH D ABDVE .70PSF / - 75M (4 TOT. TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS- (A) 0 AT FRAME HEAD (8 AT FRAME HEAD IF OF ABOVE 70.0 (B) 8 AT EA. FRAME SILL (C)(0 AT ESA. FRAME JAAMBKE SU IF P ABOVE 70.0) 2W •SEE GENERAL NOTE ®3 & @4. IZI�. Com) f FF 11. S. 74' OVERALL FRAME 73' INTERIOR FRAME 4 i � p I �l D.LO. 1� th E oa~ V m�j iCpn - i i� p ', D.C. z 1/a• OC. C 1 S. 74' OVERALL FRAME 73' INTERIOR FRAME 4 i � p I �l D.LO. 1� th E —T %ypM At,Q DRNM C CM C m�j iCpn - i i� p ', 13 1/4. � $ oz. 1/a• OC. W � p I n T I —T %ypM At,Q DRNM C CM Dmf I m�j iCpn ', 13 1/4. � $ oz. 1/a• OC. C 1 13 1/4' z 13 u!• Dc. i L s• ( `� H ANCHOR NOTES, a 1. SANE ANCHOR SPACING AT HEAD 6 S0.L E%T ¢�WT AL R. TWI ADDITIONAL IRAL ANCHORS REQUIRED �/ ��`�"", jC� AT NESTING - n FOR UNITS WITH VA LE ) BP ABOVE -/- 70PSF C4 TOTAL) ; 110" WINDOW EQUAL LITE NOTES: ("OX' REVERSED ) 1. SEE VERTICAL CROSS-SECT113N DETAILS •A, Al. B, 6 BI• AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E• AT SHEET 04 H SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. FtM / 131/0. 13 v4• D.C. TI ....3; 13 1/4. OA 96,� N ® b MIAS IAT,'/ISLLA(CONE ANDD ARE AvN�LAtLL�L "XOX�DOW— UN—EQUAL— UN—EQUALUTTE ITICAL CROSS-SECTION DETAILS 'A. A1, B. B BI• AT SHEET 03 EIW ITAL CROSS-SECTION DETAILS •C, D. B E' AT SHEET 03 PRODUCT REMSBD oWldwsco&A-wam NO WD18FI�IdR w E l� B 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET p2 FOR MAX. FASTENER SPACING) 1 1/(' MIN. EDGE DISTANCE EXTERIOR GRADE --f PERIMETER CAULKING O -1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING CNOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM MIN. :.o :a. T d.• c '1/4' MAX. SHIM SPACE CTYP.) CLEAR SILICONE ADHESIVE _ BEDDING COMPOUND 34 EXTERIOR INTERIOR x La Z iLAMINATED GLASS cu 1 i 33 W O 14 T O EXTERIOR GRAI PERIMETER CAL B1 EXT. GRADE CAULK — E G n TI C1 J/ 1 1/4' HENT INTO WOOD ATION AT SHEET N2 ASTENER SPACING) EXTERIOR 1 i' INTERIOR ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: I. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE BP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS q4, #5, 6 d6. BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE DUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: +'rviiia^:•'r"v'rXi:• ANCHORS TO BE a12 SMS OR WD. SCREWS INTO WOOD, OR ................. r, 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) e e A o •.b•. n :4• .SHIM SPAXCE • eT EMBEDME HIM MAX. SHIM SPACE d : 1 1/4' MIN. o, (TYPa .•'�,"'1`. :.0 • A d MIN...(TYPJ PRODUCT VIS ��NTaoro ,„MENT , ascomPlYlagiw_ a'd . e . j,.:'faGO..�1 1/EDGE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX” y � :c Cos O 'a� h �1 O o o� V W o a)2g a�9a k C9 S z o z Fr O fff{{{ggq�� CD CD I ag@ � � � x z I Z 2X BY 614 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) 2X STUCCO OVER METAL LATH NAILED TD - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT IDR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 0 EXT. GRADE PERIMETER CAULKING NUT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) LOCK (LATCHAND 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) LOCKS ARE REQUIRED PER EACH VENT. 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 DF FLANGE BY WINDOW INSTALLER CTYP.> 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP SEMEN THE WINDOW PRAMS AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC, FASTENERS INTO CONC., WITH MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODucTRBVIBBD_ as eomplYbB Tvidt Che FIDTida Buflas Code Acm PWm bb Sxpimtiau Data 17 IT I k e z O TED GLASS .PT. WOOD BUCKS gte v Q a -SILICONE ADHESIVE °' �$ �v b BEDDING COMPOUND 1/ a• MAx. SHIM SPACE "^ ,:. ;•�Y.t Z W 34 INTERIOR 3 cTYPa �`,•, v% < z° x 8 o C7 g 27 1/4• TAPCON W/ 1 1/4' ed CL y MIN. EMBEDMENT INTO CONC. S .(SEE ELEVATION AT SHEET ®2 Zi . FOR MAX. FASTENER SPACING) tx0 18 z E 1 1/4'' MIN. EMBEDMENT Hz � O iw . -= • 0 1 1/8' MIN. a. EHE DISTANCE Com. 4 EXTERIOR 18 19 11 L : d : H D O EXT GRADE cauLK ...r q •''a.; >•'Q. 2 Wil; � r Sip; Q Do co O x 73' MAX. IINDOW 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 DF FLANGE BY WINDOW INSTALLER CTYP.> 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP SEMEN THE WINDOW PRAMS AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 812 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC, FASTENERS INTO CONC., WITH MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODucTRBVIBBD_ as eomplYbB Tvidt Che FIDTida Buflas Code Acm PWm bb Sxpimtiau Data 17 IT I k # 12 X 1 3/4' S.M.S. 11/4' MIN. WOOD EMBED ,SEE ELEVATIDN AT SHEET 02 FOR MAX. FASTENER SPACING) 1/4• MAX. 21 22 SHIM SPACE / fTYPJ EXT. GRADE CAULK — -CLEAR SILICONE ADHESIVE 1: PT. WOOD BUCKS 34 BEDDING COMPOUND LAMINATED GLASS �d 1/4• MAX. i • In110 33 EXTERIOR SHIM SPACE 5 27 30 31 CTYPJ . e • ^� 1/4• TAPCON V/1 1/4' MIN. EMBEDMENT INTO CONC. Z _ CSEE ELEVATION AT SHEET #2 0 __ _ .FOR MAX. FASTENER SPACING) $ a - 12 - uc •a•�r 4' 16 'd ---- — -- ------------------- 1 1/8' MIN. EDGE DISTANCE 4 y 1' (` 1 pf)W EXT GRADE ,, °' 1 CAULK a,q� t VINDDV FRAME BUCK WIDTH Q I Z' WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THR13UGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK .BY OTHERS CTYPJ • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LBWS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONE., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCI'RBVIBBD BoDd�TC�ode� ibo P�YIQa ACCePigpo9� B IvAazN P(odacF U. DESIGN LOAD CAPACITY PS - OX 372510NDows # # WINDOW Jamb H & S WIDTH HEIGHT Anchors Anchors Glass T + PSf "A" a 2 Glass T + Psf 'B" (*2) Glass T + PSI, +/. "C" • 2 Glass Type - + Psf "D" r 2 L Glass T + psf e "E " 3 _ sf Glass T + Psf "F" . 3 _ Pef 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 66.0 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 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 38 3 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 •65.0 85.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 W 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 8 1 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 1 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 4 85.0 65.0 ---Mr-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 28 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 80.0 285 38.3 5 4 4 Q 65.0 65.0 0 70.0 70.0 70.0 70.0 80.0 80.0 8 .0 80.0 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 80.0L80.0 0.0 80.0 74 38.375 4 8 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 80.0 80.00.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.00.0 80.0 37 50.625 5 4 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.00.0 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 4 505 5 8 65Q 6'30 65.0 65.0 70.0 70.0 7.0 70.0 0.00.080.0 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 0.0 80.0 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 1 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 74 58 5 8 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 83 8 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8.0 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 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 7Q.0 K0 70.0 80.0 80.0 80.0 80.0 74 63 6 1 8 1 65.0 65.0 65.0 65.0 65.0 70.0 1- - - - 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, D, CL & D") 3.) SILL WITH RISER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH 014M 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. 1N THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. �� as \� as Complying withdw AQ00p ia0NO i I� 20 SILL RISER - OPTIONAL I Expiration °7 l APPLIED WITH SILICONE Dab �� 7 FDR DP ABOVE +70.0 PSF \� y 000,0 DP MAX.> x9 a -m tl 8 IY 74 VV 63 V ! 5 7 JL.V 52.0 79.5 26 3 9 .52.0 79.5 38.375 4 9 52.0 79.5 50.625 4 9 52.0 79.5 58 5 9 52.0 79.5 63 5 9 52.0 106.25 26 3 11 52.0 106.25 38.375 4 11 52.0 106.25 50.625 4 11 52.0 106.25 58 5 11 52.0 106.25 63 5 11 52.0 111 26 3 1152.0 111 38.375 4 11 52.0 111 50.625 411 52.0 111 58 5 11 52.0 ill 63 5 1 11 1 5 .0 No es 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. & 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 I.G. EXTERIOR LITE SHALL BE TEMPERED. 52.0 Z .0 52.0 1 52.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 1 65.0 65 + 2 ))SILL RISER - OPTIONAL I o 1 L APPLIED WITH SILICONE ` 2 t FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) a n �^oCh mo^ $ w i�d $ 5t W = k 0'3 Z a a o W a �} z 0 6 a o r. z 000 N p; x c m� x 4 o o _ sf$ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 + 2 ))SILL RISER - OPTIONAL I o 1 L APPLIED WITH SILICONE ` 2 t FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) a 84 50.625 4 9 - - 52.0 52.0 DESIGN LOAD CAPACITY (PSF) - XOX Wp1IDOWS with Equal Lite (1/3-1/3-1/3) + / - PrelNsu►es (090 75.0 65.0 75.0 o A 65.0 FkAME SIZE # Jamb # H S S Glass T pe " B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass T pe "E' (* 3) Glass Ty pe "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors Anchors + psf - psf + pSf psf + Of psf + psf . psf + psf - psf + psf - psf 60 24 3 7 80.0 80.0 60.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M e 0 o 0 0 .. z o z a e �` o s A 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 85.0. 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 38 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 " Ul W H c m W.W x g z 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 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 53.925 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 53.925 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 I -q z " a °D 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 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 520 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 76.0 $ a �ffis Z 74 63 5 9 - - 52.0 520 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 52.0 520 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 1 75.0 79.5 58 5 9 - - 52.0 520 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 84 58 5 9 - - 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 84 1 63 5 9 - - 52.0 1 52.0 65.0 75.0 85.0 75.0 52.0 52.0 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, & 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 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7(OX _Equal Lite 75.0 75.0 75.0 ♦°°°1,�, ..........�� PROAUCTRBVfStD7 ♦ O•$.•e�ry��y�oo es complyingwhhAreP(W9Ha yy��,, Q,. Building Code O Q A-epuaw No In BY 20 SILL RISER - OPTIONAL APPLIED WITH SILICONE M' P I I FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) MASS 086CMMM I I M DETAIL ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE UWTATIONS. 8731 (LUPIN. 0.078" ON. THICK) E SAFLEXIKCCPWC By. 'SDLITTIA' 'SD.ICOM: OPTIOA3'. my CmtKING 099 SCFCEE-MMMIENEAD 5731 ,QD= SPE ymm e .vr SAFLC% PVB Tr LAMINATED GLASS CO SITION -TYPE COMPOSITION i101 OLMS DB8C8@TION DBTAR_ LWWATB D�CR07YON 1 B 3 118' HEAT-SiRF3XiHTENED GLASS QWV PLASTIC INTERLAYER 11,V HEAT-STRENGHTENED 13.ASS -s •-7� 1'' 1MiD:pO• -+ &ITACITE PVB Bp •mPMT• I FRAME SILL 6063-T6 ALUMINUM 3 2 Uw PLASTIC INTERLAYER LAMINATED G ^ TYPE E F I® PIN• PVB 61688 DSTRENG'60N OSfAD. LANINATR 0886RD7'IIN 7 1 e 3 118' NEA7-STREN6HTENED GLASS 6050' PLASTIC MTFAAYER 1/B' HEAT-37REt�HDIiEOED GLASS = srsa .e o71e sasLEX/KEEPSM'E By- 'SDI.UTIA• L-7707 1 6063-76 ALUMINUM S VG' ANNEALEO GLASS M LAMINATED GLASS COMPOSITION - TYPE 8 ITiDi GLASS DROC81PRON DRPAIL Id10NAi8 DSBCBIP/10N 1 VB' ANNEALED O.ASS - PVB Br. •DwONr• E 0090' PLASTIC INTERLAYER _� ' 3 IIB• ANNEALED GLASS OTIC 'SD.ICOM: OPTIOA3'. my CmtKING 099 SCFCEE-MMMIENEAD 5731 ,QD= SPE ymm e .vr SAFLC% PVB Tr LOWER PRESSURES OF V OR MULL SHALL GOV -D 1e x 3/4' S.D.S. FLAT HEAD. PHILLIPS. (SEE ELEVATION AT SHEET /2 FOR MAX. FASTENER SPACING AND OP TABLES FOR QUANTITY) EXTERIOR GRABS---/ WINDOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. 0 12 S.D.S. X 1 1/4• L. SHIM (SEE 10EVATON AT SHEET 82 [INTERIOR w FOR MAX, FASTUOt SPACING) PERIMETER L - WINDOW FRAME NOTE: SEALANT EXTERIOR 1' ALUALLM. TO BE PAINTED OR CONTACT WITH 2. METAL STRUCTURES: A) STEEL : Fy a 38 KSI MM. (STEEL 18 GA MIN. TRICK - 0.048") D) ALUMINUM : OW3-76 MIN. (ALUM. 0.078' MIN. THICK) QMETAL STRUCTURE ATTACHMENT DETAIL INSULATED LAMINATED GLASS COMPOSITION PH C ITEM 0668.4 DffiCRIPTION L-7703 IBBTAIL LMONATB 90MR0'60N 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 2 Uw PLASTIC INTERLAYER IL F I® PIN• PVB 3 1/8' ANNEALED GLASS 5 ----'jj- Bp .89po T• 4 IM' INSULATED AIR SPACE- L-7707 1 6063-76 ALUMINUM S VG' ANNEALEO GLASS M 1 IFRAME VENT JAMB 0710' J 8 RM"TED LAIAIWATED CLAM COMPOSITION IS G 1TBN GIASS DESCRIPTION 1 FRAME SILL TRACK D8'PAIL LANINATB DICVCAIPVIO 1 WB' FEAT-STREN MUMD GLASS 11 ^ o _ •:• 1 AS REWIL GLAZING BEAD C 3/8' ) e 6090• PLASTIC INTERLATER FS-CD6 ® yr PVB 3 VB' HEAT-STRENGHTENED 6MLASS AS REGD. INSTALLATION SCREWS = e =- By, 'DINT' 41/4' DSID.ATED AIR SPACE 1/4' DIA. BULB 83033 -- PWS -003 3 LB' ANNEALED GAS$ 0) 16 PWS -OGS AS Ram I FIN SEAL WEATHERSTRIP .167' w x .350' h M WINDOWS WITH GLASS TYPES 'A. C. OR W INSTALLED ABOVE 30P7. PWS -009 IN THE HVHZ. THE LC EXTERIOR LITE SHALL BE TEMPERS& LOWER PRESSURES OF V OR MULL SHALL GOV -D 1e x 3/4' S.D.S. FLAT HEAD. PHILLIPS. (SEE ELEVATION AT SHEET /2 FOR MAX. FASTENER SPACING AND OP TABLES FOR QUANTITY) EXTERIOR GRABS---/ WINDOW FRAME PERIMETER CAULKING EXTERIOR FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. 0 12 S.D.S. X 1 1/4• L. SHIM (SEE 10EVATON AT SHEET 82 [INTERIOR w FOR MAX, FASTUOt SPACING) PERIMETER L - WINDOW FRAME NOTE: SEALANT EXTERIOR 1' ALUALLM. TO BE PAINTED OR CONTACT WITH 2. METAL STRUCTURES: A) STEEL : Fy a 38 KSI MM. (STEEL 18 GA MIN. TRICK - 0.048") D) ALUMINUM : OW3-76 MIN. (ALUM. 0.078' MIN. THICK) QMETAL STRUCTURE ATTACHMENT DETAIL . � wOh1WD OW FtoFIdE w I% 84YBTwelbld U. O HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS TTEN I PART 9 BEAD. DESCRIPTION BEAfARX3 I L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-76 ALUMINUM 6 L-7707 I VENT TOP/BOTTGM RAIL 6063-76 ALUMINUM 7 L-8703 1 IFRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063 -TS ALUMINUM 10 L -87D5 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REWIL GLAZING BEAD C 3/8' ) 6063-T5 ALUMINUM 12 FS-CD6 AS REO'D, FRAME ASSEMBLY SCREWS OB X 3/4' P.H. PHILLIPS 13 FS -040 AS REGD. INSTALLATION SCREWS 1#14 SMS FJi./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 83033 15 PWS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x 230' h 16 PWS -OGS AS Ram I FIN SEAL WEATHERSTRIP .167' w x .350' h 17 PWS -009 AS REO'D. FIN SEAL WEATHERSTRIP .167' w x .310' h 18 L-7711 AS REWIL GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS -001 AS REO'D. PILE @ GLAZING READ .187' w x .ISO• h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063 -TS ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 w 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW 80 X 2 1/4' PJL/PHIL. 26.1 HC -044-1 2 WEEP FLAP S. BAFFLE - ■ 262 HC- I X WEEP OPEN CELL FOAM PAD 1/e' X 1/e• X e' L. E7 HC -040-1 2 SASH ROLLER A HOUSING w 28 HC -026-1 1 SCREEN FRAME 6 MESH ■ 29 x 1 ATTACHMENT SCREW a CLIP D8 X 5/0' 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 X Anchor FRAME SILL ANCHOR CLIP 6063 -TS ALUMINUM 33 r 2 LAMINATED GLASS See DetoBs 0 L.H. of sheet 9 34 w AS REO'D. GLAZING SILICONE See Details 0 L.H. of sheat 9 35 OPTIONAL AS REWD. COLONIAL FALSE MU•ITIN ALUMINUM 36 SM -5504 AS REO'D. JOINT SEALANT ■ 37 r AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL . � wOh1WD OW FtoFIdE w I% 84YBTwelbld U. O FRAME HEAD L-7703 �Ieso� I FRAME FIXED JAMB L-7701 SILL TRACK L--8702 FR uE .V NB O y $ a O7 O3 - O9 A93 \ \ FRAME TOP CORNER m $ o o j L rABS N O tO V d SUL RETAINING CLIP L-8708 Abe 1 T �a z y z W Q -L439- 2b91 -^I 10 1.466 _ Age FRAMEXED VENT TOP R �L FPAM VJAMB O y� S R 'Z y z p 1 FRAME SILL L-8701 OO FRAME VENT JAMB L-8703 e9oo t� O FRAME BOTTOM CORNER u B374 Ase Abe FBnuE uEETM6 a u VENT TOP CORNER \, eN SILL \ , o N VENT SPRING LATCH L-7839 AM r eA43 21 oFC I23S VENT JANE Alfa •\ \ �• a C pp H Gi R x o '101 $ i9 VM LOCK k 898 � INj 750 1 I O VENT INTERLOCK RAIL L-7705 FIXED MEETING RAIL L -77Q4 VENT TOP/BOTTOM RAIL L-7707 py� effi $$� 88 068 Me 4 Abe am A78 © 1.375 O �TmN aur FRAME SILL / MEETING YEN7 BOTTOM CORNER gg pp 1504 Age labs FRAME &SASH CORNER ASSEMBLY DETAILS at VENT JAMB RAIL L-7708 O SILL ANCHOR CLP 86 BEAD GLAZING BEAD L-7711� RISER R DAPTEE L-8708 ®a00°°•'m0 ........... I!, 1.490 32 .185-4 L -x0'8 18 '� 20 I a° w 4°Dp wPoa vRODuch%VItbwFIATdD Adldln8od u d •'y, O � AbE e.794 A50 990 A50 1 � eptA00e H1 h01IoD 7 BY ��A •i o0 e• •••. �B@BBB 1235-.-.773---I .773.-� f �1�-.D•RO 00 069990 O -- - \/1V C�,-.01 1 MIAMI-LaADE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT. AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miomidade.eov/vera/ Lawson Industries, Inca 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 119H--�n$0 (Flange Frame)" Aluminum Single Rung Window - L.M.I.1 APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos,?. 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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0705.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 �%�1� Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. : DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L77004901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.09) - 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI48-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08 2063B, HETI-08-2064A and HETI-08-2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825..17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of aluminium single hung window., prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) Manuel P;erer4p.E. Product Controlxa iner NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1.. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayerO dated 05/05/11, expiring on 05/21/16 F. STATEMENTS. 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) 3. Laboratory compliance letter for Test Reports No. HETI-09-2530 A and HETI-09- 253011, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NDA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003 C, HETI-08- 2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, ETI -08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-2063B, HETI- 08-2064A and HETI-08-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-08.25.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window — LM.I., approved on 08/18/11 and expiring on 12/27/16. Man el Prcz, .E. Product Controlxa ner NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-2 INSTALLATION ANCHORS. WINDOW FLANGE FRAME'WMITH W 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL 13 3/4• (C) FRAME JAMBS (SEE SHEET 44) A — MAX. O.C. G. INSTALLATMM AN W 4 MAX. AT FP (B) NONE PER M (C) FRAME JAMBS s MAX. ABOVE - M0311 o:L.o."vn to a MEETING RAI n ii i. B :. 5 -• c All H C! j; D `1(EETING MAX BELOWTl!n_�j =71 75" INSTALLATMM AN W 4 MAX. AT FP (B) NONE PER M (C) FRAME JAMBS s - M0311 o:L.o."vn to =;148 ll 7B" i. B :. -• c All H C! j; D I / I (F•) I \� E.T. B INT. FALSE COL014IAL EXT. 6 INT. FALSE COLONEAL —/ 1I- \� IF^�yl„1. Bg. MUNTINS ARE APPLIED V/ SE12.y. MIDITINS ARE APPLIED W 47-0Dp• AV SILICONE AND ARE W/ SILICONE AND ARE WI)>DOV BUCK WIDTH WINDOW HIXX WIDTH AVAILABLE AS OPTIONAL. WINDOW DUCK WIDTH AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION 4 INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO (AADS ON SHEET 4 OF S) (LIMITED TO LOADS ON SHEET 4 OF O) General Notes: (LIMITED TO (DADS ON SHEET 4 OF 8) SERIES -7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS s3JxD OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLAIT ANCHOR& WINDOW FLANGE FRAME WIDTH VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. W A MAX. AT IF NERD <3) NONE PER FRAME SILL 13 3/4• (SHUTTERS NOT REQUIRED) (C) FRAME JAMBS (SEE SHEET X4) MAX. OC 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I4 1' RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTSaT OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL GALL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS 6N ALL WINDOW SIZES Max,D.L.O. Width ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED =1148 II IS' ON SHEET4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE H 9 s/B ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND MRx. A ✓r 1 c TO BE REVIEWED BY BUILDING OFFICIAL..' 8.) WINDOWS ARE QUALMED FOR USE WITH SINGLE CIA= LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). : $j MEETING S.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. nt 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES, 1' 1 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 'I = 9.) ECL'. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ' 9M�Y BELOW = ='f%`'4 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEETING RnA (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR DETAIL & NOTES) T— PRODUCy�TgRBVISBD WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24, " a PROD CrRElththDFlbsWD SECTION 11.3.3.3. G A=qumeND 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. SXPleatlDR DatO 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED C 8 WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE !EA T. & NT. FALSE APPLIED VIAL MfDmi BUT TILE IAWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY W/ SILICONE AND ARE BBars• TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL, WINDOW BUCK WIDTH 13. SEE SHEET @ 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LTTE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (UM= TO LOADS ON SHEET 4 OF 8) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. Z o ggz �$4 S s a 1/4' TAPCON W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY — MIN. EMBEDMENT INTO CONC• g TO BE REVIEWED BY BLDG. OFFICIAL l(SEE ELEVATION AT SHEET 11 A6lxptmlaa'J - 12 FOR MAX. FASTENER SPACING) ia`av r P.T WOOD BUCK NOT BY LAVS13N IND. MIN. •'w°• MUST SUSTAIN IMPOSED LOADS D MIN. EMBEDMENT INTO CONC. ` tI ISEE ELEVATION AT SHEET 61 ' rij.4 e ,eFOR MAX FASTENER SPACING) & �'.•e. a;: ° °e L4' MIN :.e ;a' n�BEDMEM, •e e.' pr e'a a O EXTERIOR GRADE– PERIMETER CAULK] EXTERIOR T dl EXTERIOR PERIMETER SILICONE ADHESIVE i BEDDING COMPOUND LAMWATED GLASS 24 INTERIOR MEETING RAILS 16 EXT. GRADE CAULK 1 g CO9 eL tld e a A EX 614 SM5, V/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATI13N AT SHEET 61 F13R MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND (Bl iz INTERIOR EXT. C.,/ 1@ 614 SAS. W/ 1 1/4' MIN EMBEDMENT INTO VO CSEE ELEVATION AT SHE) FOR MAK. FASTENER SPAC EXT. C / I CAULK Nx. GLASS .,I PT. WOOD BUCKS ascamplplvgCvBh8m1=6oClds DtRTdBtgCode ECa 4j:q O �i A6lxptmlaa'J - 12 •:� 1u ia`av CA ;O •'w°• e' ' 1/4' TAPCGN V/ 1 1/4' b 1p � M °D f ro MIN. EMBEDMENT INTO CONC. ` tI ISEE ELEVATION AT SHEET 61 ' rij.4 e ,eFOR MAX FASTENER SPACING) G ¢ ^ Z 1 1 1 4"4' MIN 2 8 s1ffwx ! S a ' 0 �•r. 11/B' MIN °D 1 EDGE DISTANCE EXTERIOR O z's;,, •'a .: ` A EXTERIOR GRADE PERIMETER CAULKING -WINDOW FRAME WIDTH 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 CTYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8% SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 112 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. CREFER TO LOAD TABLES AT SHEET 4 OF S FOR QUANTITIES REQUIRED) hal I � IPzl�zl�<I PR(D)UCT•RBVLVD °� 'O l� LL ascamplplvgCvBh8m1=6oClds DtRTdBtgCode ECa 4j:q O �i A6lxptmlaa'J - 12 •:� 1u !6 CA ;O 8 4 17 23 'SILICONE OPTIONS!, DOW CORNING 699 SCHMEE-IKIREHEAD3731 YRENCO SPECTRUM 6 oem• GLAZING DEPTH IAMINATBD GIJ1S- CO ON - TYPE 2 RBtl auw D1we1BT10N Tl D8'TAd LAIORXI•R DeBCRIPTION 1 1/B• ANNEALED GLASS - _ 3AFLEX/IQET+SAFE B DDWY PLASTIC INTCRLATER - - _• SA 'SMUTUY 3 IM ANNEALED GLASS 9N9' I DIP LANA O COM 0 - TYPE 4 iT®t GUSH DeBCRI n DEI'A6 WONATB DHBCRNPITON 1 VB• ANNEALED GLASS _ MIT FE P,11,B 0.090• PLASTIC DHERLAYER - .mmT. B• 3 I/ANNEALED MASS CyfP LAM CLASS 00MPosrrt 1TBYtNDB&ariPTWN D"IJL LAMIIVATe oSBC®PTWN 1 !am-SYRENGMIT3NCD Mass BUTACITE wB R 0090• PLASM INTERLAYER XIn 'DldMlr• J IW HEAT-STRENOMMI, MASS 11 'SIT.. OPTIONS'. DOW CORWNII a" SCKNEE-I10REIIEAD 3731 24 iREMCU SPECTRUM D ObGY GLAZMG DEPTH ATED CLAW COMPOSITION - TYPE 3 ITEM ITEM N -ANNEALED DETAIL LMIINATB OpCA1PRON 1 aPLASTI0 GLASS -- 2 B 04 DO9O• PLASTIC BYrERI.AYER - � SENTRYGLAS PLUS 3 1/6' ANNEALED 41ASS 00N• Bp 'DUPONT• LANA O COM 0 - TYPE 4 iT®t GUSH DeBCRI n DEI'A6 WONATB DHBCRNPITON 1 VB• ANNEALED GLASS _ MIT FE P,11,B 0.090• PLASTIC DHERLAYER - .mmT. B• 3 I/ANNEALED MASS CyfP LAM CLASS 00MPosrrt 1TBYtNDB&ariPTWN D"IJL LAMIIVATe oSBC®PTWN 1 !am-SYRENGMIT3NCD Mass BUTACITE wB R 0090• PLASM INTERLAYER XIn 'DldMlr• J IW HEAT-STRENOMMI, MASS 11 'SIT.. OPTIONS'. DOW CORWNII a" SCKNEE-I10REIIEAD 3731 24 iREMCU SPECTRUM D ObGY GLAZMG DEPTH INSULATED LIMINATED INSUIATWLAMMTED CLASS COMPOSITION TYPE 8 ITEM GLASS DDSCRD+•OON DRYAD. LAWMA78 DESCRIPTION I 1/B' HEAT-STRENOOEISD GLASS 3 1/6' ANNEALED MALI 4 1/4• DISMAYED AIR SPACE 2 0.090• PLASTIC INTERLAYER © 4Nr BUTACITE wB 3 1/B' HEAT -SIREN MTENED GLASS = �' "[T BW 'DUPONT' 4 1/4. ONSLILATED AIR SPACE - ._ S 1/6' ANION ALED MASS INSULATED LIMINATED GLASS ON TYPE T mm ULM DESCROTION DETAIL _ 1 -- T � - D]W' IAMIRM DESCWPTIDIN 1 VB• AIWALED CLASS SATLEX PVB BY, 'SOLUTIA- B 6090• PLASTIC IGIIEMAYFA 3 1/6' ANNEALED MALI 4 1/4• DISMAYED AIR SPACE 3 VB' ANNEALED MASS GLAZING DETAILS AND OPTIONS 014 SAS. V/ 1 1/4' MIN. EMBE T INTO VOOD. (SEE ELEVATION AT SHEET 01 26 FDR Max FASTENER sPaclNcl SWO4 sPArE INTERIOR 6 6 INTERIOR rCNTSH "-!"-- NOT BY LAWSON ODUSTRIES. 1 m co mm I OR W. GRACE BACK Boom 25 27 ,Q Ol TO DE APPLIED BENNE G m WINDOW FRAME FLANGE BY o re.. RX F INSTALLER tTTP3 5 2 � Z -ISYURE BANaE LOCK (LATCH AND SWEEP) OPTIONS W w a BY DINERS (TVP I/a• M µ 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE NT LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. Z BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. div''v`'viv`e`,axi»,"�ivavnv^�^nv^Ynv^v'Aj y«p.Taacaaw4attta}aaa tN4Ka{�,y EXTERIOR S. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. ryryr ' 4 u0. • 4 <.t •■. M CITY. GRADE PERIMETER H CAULKING NOT BY 1AWSON WDUSYRIES•, C 1 Jg� CT ND aPP1 IED Br OTHERS yl TP3 STUCCO OVER METAL x0Y BY SH EATH TO T11GRAM PLYWOOD SHEATHING IE BESPECDTED BY ARCHITECT 0GC. C/ ) tEXTERtOR BY OHERSII uvSON INBUSTRIES, ANC. _WOOD FRAME INSTALLATION DETAIL N ALUMINUM MULLION SEE MULLION APPROVALS FOR 0 l2 X 3/4' S.B.S. SEE MULLION APPROVALS FOR Q MULLION TYPE. SIZE AND MAX - FLAT HEAD, PHILLIPS. MULLION TYPE. SIZE AND MAX. OEM PRESSURE �TATIO� (SEE ELEVATION AND DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078' LGN. THICK) DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) HUNG WINDOW OR MULL SHALL GOVERN NOTE: THE LOWER PRESSURES OF SINGLE 1/4' MALL HUNG WDNOOW OR MULL SHALL GOVERN SHIM 12 S.D.S. IT 1 1/4' L. INTERIOR ELEV. FOR SPACING - NOTE: f. ALL STEEL CONTACT s [� Ll ALUM. TO E � PAINTED ORRPLATED. GCY 2. METAL STRUCTURES: $g A) STEEL : Fy > 36 KSI MIN. (STEEL 16 GA MIN. THICK - 0.046 d pERIM 4WINDOW FRAME B) ALUMINUM : 6063 -TS MIN. EXTERIOR GRADER gt EXTERIO2 E1 SEALANT EXTERIOR (ALUM. 0.078- WN. THICK) ® PERIMETER CAULKING FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL,will, IIVhP,,_ PRCIINJC'F R9VIS6D TVf*a*F%YI1IR O Swn aaco DESIGN LOAD CAPACITY PSF)- VIEW WINDOWS W/ 3H VENTS WINDOW 8 Jamb Anchors + / -Pressures (Pat) WINDOW Glass Type Glass Type Glass 4 5 Type 8 WIDTH HEIGHT 19.125 60.625 8 60.0 80.0 80.0 26.5 50.825 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 63.125 60.625 60.0 80.0 80.0 19.125 69 6 60.0 80.0 80.0 28.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.126 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.126 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 80.0 1 80.0 80.0 19.125 76 8 60.0 80.0 80.0 26.5 78 80.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PS19- VIEW WIMDOWS W/ 4H VENTS WINDOW 1# Jamb Anchors 48 59 + / - Pressures (pstl 80.0 Glass Type Glass Type Glass 4 5 Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.6 80.0 80.0 48 59 60.0 80.0 1 80.0 53.125 59 60.0 80.0 80.0 19.125 63 8 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPRO ;ONFIGURATIONS UN -EQUAL LITE PRODUGTRMSED wCUMVtyln8with amPofft 1 dmeCode ��Dffio !b �d P,0&4 APPROVfiD CONFIGURATIONS - fiOUAL LLTE DESIGN LOAD CAPACITY (PSI) -EQUAL. UTE WINDOWS WINDOW Jamb Anchore +/ •Pressures (Psf) Glass Type Glass Type Glass Type Glass Type Glass type 2 3 4 6 8 Glassy Type 7 WIDTH HEIGHT 19.125 26 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 28 80.0 60.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 28 80.0 80.0 60.0 80.0 80.0 80.0 48 26 1 80.0 80.0 60.0 80.0 80.0 80.0 53.125 26 80.0 80.0 1 60.0 _ 80.0 80.0 80.0 19.125' $8.375 4 80.0 80.0 60.0 80.0 80.0 80.0 28.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 42 36.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 6 80.0 80.0 80.0 80.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 S0.0 80.0 80.0 37 50.625 80.0 80.0 80.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0.80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 SAO 80.0 80.0 80.0 80.0 80.0 26.5. 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 80.0 53.125 59 80.0 80.0 - - 80.0 19.125 63 6 emo 80.0 60.0 80.0 80.0 80.0 28.5 63 80.0 QQ.Q 60.0 80.0 80.0 80.0 37 63 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0. 60.0 80.0 80.0 48 63 80.0 50.0 - 80.0 53.125 63 80.0 80.0 80.0 19.126 74.25 8 80.0 80.0 60.0 80.0 60.0 80.0 28.5 74.25 80:0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - 80.0 42 74.25 80.0 80.0 80.0 48 74.25 80.0 80.0 80.0 53.126 74.25 1 74.0 77.0 - - - 80.0 19.125 78 a 80.0 80.0 60.0 80.0 60.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 80.0 80.0 1 80.0 42 78 79.0 79.0 - 78.0 48 78 71.0 71.0 71.0 FRAME HEAD L-7701 O .900 _T z.ss) ( BU83-76 ACUtfltiW I Fr2 ME SILL 702 ( 0051 -Te Awx000x ) F-(' VENT SPRING LAIC L-7538 O .mz L013 ( 6083 -To Awmim ) FIXED MEETING RAIL L-7704 FRAME JAMB L-77!"' C VENT JAMB RAIL L-7707 O(wa m Awmmm ) L375 .OeE ttss GLAZING BEAD GLAZING DEAD GLAZING BEAD L-7708 L-7711 L-4204 O 16 17 1 ems -Te 41.U1DNitx ) ( 6067-T6 Awmpu ) ( ease -'1'6- t °3D eos .391 .I1S 1.773 .773+ T O I FRAME TOP CORNER 9 I I I I I iRAxE HEAD MAME nuR FRAME _ U FRAME BOTTOM CORNER \` z 3 �• VENT TOP CORNER vExT .lave RAa yFM TOP RAR PRODUCf REVIB80 BWI006 SID71dD Awaplmm No By Mlesd u$ l0 14 yl 00 F M m 0 ON 3o o z coX4 O m11 BILL OF MATERIALS ITEM f PART # REQD. DESCRIPTION O I L-7801 VENT BOTTOM CORNER SASH CORNER DETAILS FRAME Ik PRODUCf REVIB80 BWI006 SID71dD Awaplmm No By Mlesd u$ l0 14 yl 00 F M m 0 ON 3o o z coX4 O m11 BILL OF MATERIALS ITEM f PART # REQD. DESCRIPTION REMARKS I L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 I VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM B L-7708 AS REQ'D. GLAZING BEAD ( 3/B' ) 6063 -TS ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 98 X 3/4' PJi. PHILLIPS 10 FS -040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.HJPHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -0D5 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350- 14 PWS -0D9 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLIX:K & TACKLE BALANCE BSI RGIonce Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REO'D. GLAZING SILICONE SEE GLAZING a SHT. 3 24 x 2 Lamtrwted Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 I SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 x x ix x 31 1 SM -5504 JAS REWD. JOINT SEALANT SM -5504 32 1 x JAS REGID.1 PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCf REVIB80 BWI006 SID71dD Awaplmm No By Mlesd u$ l0 14 yl 00 F M m 0 ON 3o o z coX4 O m11 MIAMI•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmmiamiaade.gov/economv 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 revolve, 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 113200" Oatswinig Aluminum Casement Window — L.M.I. APPROVAL D OCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26114, prepared by manufacturer, 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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 12-0127.21 and consists of this page I and evidence pages E -I, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. f NOA No. 13-1217.22-' Expiration Date: March 04, 2019 Approval Date: March 06, 2014 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.- Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision B dated 02/26/14, 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 Report No. HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 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 Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NDA #081020.08) 5. 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) f Manu rex, P.E. Product Con rol xaminer NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS (corrmquED) 6. 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 7. 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08 2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 8. Test report 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 9: 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted antler NOA #081020.08) 10. 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, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 11. 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, XX configuration, w/5/16" ann. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) Manul?erkE, Product Control E a er NOA No. 13-1217.22 Expiration Date: March Oji, 2019 -Approval Date: March 06, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmt=) 12. 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, XX configuration, w/5/16" arm. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 13. 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, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 14. 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, XX configuration, w/7/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #081020.08) 15. Test reports 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, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 16. 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, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-082131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and scaled by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. R� Manuel P .E. Z_ Product Contro Ext ner NOA No. 1'3--d17.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color GIass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and seated by.Thomas J. Sotos, P.E. (Submitted under previous NDA No. 12-012Z21) 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I., approved on 03/29/12 and expiring on 03/04/14. Manuel Pe�*e� E. Product Control lxami er NOA No. 13- .22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E=4 ANCHORS, (A) 3 AT FRAME HEAD CC) 3 AT FRAME SILL (D) 5 AT EA. FRAME J EXT. 9 INT. FALSE COLONIAL -J NUNTINS ARE APPLIED V/ 37' V/ SILICONE AND ARE WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL. "X„ ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) ANCHORS: (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL ANCHOR CLUSTER SEE DETAIL 84 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) "XO" ELEVATION — (OX reversed) (LIMITED TO (AADS ON SHEET 8 OF 7) I--FuwBracket at 8" from er (Typ. at all Fix Ule Comers) (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME J AT .. THOYI�$gf PROP,E$'f OVJp� ;. aINRRp' $• Al / t e' ' :_,. B. Reeevot and R#,Ww J 5 8• Wid / E1 _..._._.....I7I....`.5...11. .... v......1!-_ i! .............. "XO" ELEVATION — (OX reversed) (LIMITED TO (AADS ON SHEET 8 OF 7) I--FuwBracket at 8" from er (Typ. at all Fix Ule Comers) (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL (D) 4 AT EA. FRAME J AT WINDOW FRAME WIDTH "XX" ELEVATION EXT. A INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 6 OF 7) 'a "'S ARE AND b/ RE AVAILABLE AS OPTIDNAL. SERIES=3200 OUTSynNG `CASEMENT IAAPACT WINDOW APPROVED ELEVATIONS General Notes: -w- 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-88. 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.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 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 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 23128.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE III) 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 *WHEN THE CAP BETWEEN THE WINDOW MME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE @12 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) .. THOYI�$gf PROP,E$'f OVJp� ;. aINRRp' $• Arr4kr. Sok" A. Barked to Con v ' :_,. B. Reeevot and R#,Ww J / ar N. ERAZO WINDOW FRAME WIDTH "XX" ELEVATION EXT. A INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 6 OF 7) 'a "'S ARE AND b/ RE AVAILABLE AS OPTIDNAL. SERIES=3200 OUTSynNG `CASEMENT IAAPACT WINDOW APPROVED ELEVATIONS General Notes: -w- 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-88. 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.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 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 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 23128.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE III) 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 *WHEN THE CAP BETWEEN THE WINDOW MME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE @12 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) dODUCT REVISED DuDdl 8)vlth the Florida LA- WSON 8501 NWjL90 DSAT.MEDLEY,31168 PH No. (305) 898-8550 NANVFACrURRR OF QUAUYY ALUNINUN WINDOWS AND CLASS DOORS Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) L3200-0801 t__._ 1 OF? .. THOYI�$gf PROP,E$'f OVJp� ;. aINRRp' $• Arr4kr. Sok" A. Barked to Con v ' :_,. B. Reeevot and R#,Ww " 0, ar N. ERAZO dODUCT REVISED DuDdl 8)vlth the Florida LA- WSON 8501 NWjL90 DSAT.MEDLEY,31168 PH No. (305) 898-8550 NANVFACrURRR OF QUAUYY ALUNINUN WINDOWS AND CLASS DOORS Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) L3200-0801 t__._ 1 OF? I 5/3r 1/4' TAPC13NS W/ DISTANCE 1 1/4' MIN. CONC. 1 1/4' MIN. WOOD EMBED EMBEDMENT t 51312.v - v Y•y,H 43 STUCCO 1>i •� , .:(1!'.. 'a SPUNE ° (BY OTHERS) .: :r. , . ° A f PERIK CAU i BY OTHERS 101 INTERIOR —GLASS ON EXT. GRADE y PERIM. CAULKING (TYP.) i j:,,•�: �hA, ? '`' •- 22`23 STUCCO '�.a+'•' d' '•'''24 (BY OTHERS), S•I A A ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.:,: METAL LATH STUCCO, OTHERS) !>a 1/4' MAX. ,w SHIM SPACE EXTERIOR GRADE - PERIMETER CAULK. BY OTHERS (TYP.> 0 14 S.M.S. or WD. SCREW W/ - v ° 1 1/4' MIN. WOOD EMBED '•, t 51312.v . ,, ;t�.•. ;. ..�:,` �3 v'•, 'a SPUNE ° °.•. .. ALL WOOD BUCKS • v �r •; • •••• . `O v' °' ENGINEERED SEPARATELY STUCCO-----\ e•s• e �ei„• nr `kn.,. B TO BE REVIEWED (BY OTHERS) 4kyyr xaY,ry•,.. 43 HLDG. OFFICIAL (TYP.) Ea7m. 7�, I y;� = , v 50 47 (.N. euro. 2X WOOD BUCK Mx ANCHEIRED TO CONC, TO BE P.T. (TYP.) _{ 2X WOOD 15 17 17 BUCK (TYP.) 1/4' MAX. ALL WOOD FRAMING SHIM SPACE ENGINEERED SEPARATELY �.J BLDG OFFICIAL (TYP.> A2 ' 11 EXTERIOR 101 W INTERIOR j :91 ij EXTERIOR R11 11 INTERIOR �1/4' MAX. SHIM EXT. GRADE— PERIM. CAULKING (TYP.> ° (MIN. !BED.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD. OR 3/4' TAPCONS or APPROVED CUNC. FASTENERS INTO COW., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONIC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 'Tk10a BOTOSr RrvGte,> 11.4. PRO to ENOINBER, a Berland FL f 682 PRODUCT REVISED e. Rend as complyingwiatthaplodda Building Code Acceptance piraltan tt— OW e , M1aml da Product Oo11110 +�a <` V RNApa DD: ey a DATE___.) 1/4' MAX. HIM SPACE BUCK (TYP.) EXT. GRAD ( EMBED.j PERIM. CAULKING (TYP.)44 IX or 2X P.T. WD. BUCK �23./41' EEDG(E�'D�IISTANCE ]� n . 2010 Me �A Y�/ O ®I q�LEY. FLORIDA 33188 9 i`l V' s 1 N.w sa sT �e:Asbn to sheat 8 & 8 of 7 DUST E PH No. (30Sj 888-8884 MANUFACTURER OF Q&Wff ALUMINUM 87NDOYS AND CUSS ODORS A.am Cb—Fe.t rYe,n Ftod *aw-w sor../rea 6 ra,s AV a a.>a.ton u WA Y cNOA - i RAZO Ort. oQY/as Series: 3200 Outswing Impact Casement Window ago Deb x/14 VERTICAL CROSS—SECTIONS, DETAILS & NOTES a -N: Hearst e,f Nrrun, DmweD NruOm sA.w 14400-0801 a ot+ r • WHEN THE CAP BERMN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/6', SHBIB ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CGNC., WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) STUCCO (BY OTHERS) a iU DL RLYILWLL Of DLLu. u r✓ —P.T W00D BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1,A. N, r-rSiON SPACE "grae: :`:?'.;•"a PERIMETER CAULKING EXTERIOR r.i,♦aa N. BRA7A iObt4 EeubtOA UpN B INTERIOR PRODUCT RBVISBD n eomPhft with the Aladin ALL W00D BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) 1-1 LA C Y S O • BIA YMEDLEY �♦sL�.33188 I D U S TR r4 C . PH No. (398 888-8880 MANUFACTURER OF QUALIFY ALUMINUM WINDOWS AND OLASS OWED _=_ FON CbOp F,aa W4DOgP SeNOO/ 11 IWa R%Dax1 P 0,41- 4 NOA A$SEY84Y LCNQA Od-Ot Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES "�`t �""CaSe amo-oeNon-Ot D" D m"�a� L3200-0801 ' 3 9F 7 EXT. GRADE BACK REDD. TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) FACE CAULK BY OTHERS (TYP.) OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL CONCRETE OR P.T. WOOD ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK (TYP.) 4 TO BE REVIEWED :.: BLDG. OFFICIAL (TYP.) # 12 S.M.S. or WD. SCREW W/, -1 1/4' MIN. WOOD EMBED t 1 a• 1 EXT. GRADE BACK BEDDI TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) \--EXTERIOR GRADE •z' �� PERIMETER CAULKING L •-°'''4:dr S?; . BY OTHERS (TYP.) ''r''•�""•' METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATIQN DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR a scompgingwitbtheillmlda MULLION TYPE, SIZE AND MAX. Bu11d6'g(bde z DESIGN PRESSURE LIMITATIONS. ea�TemtlonDNo, %CJI 1 THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By MULLION SHALL GOVERN. Mt Dodo P'odaM Control, • t Al; 12 5M.S X I 1CIN L. '• QSEE ELEV. EOR SPACING ; e;11/4:(IDN. t7ABED.) 1 DGEE• PERIMEWINDOW FRALIE DISTANCE SEALANA ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE :`••�.-.• 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS 812 X 2 1/4" PH SMS 44 SEE ELEVATION FRAME SILL CUP SCREWS 812 X 1 1/2" PH SMS 45 1 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 'r'/;^:;,• '., 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LD -164 1 X ANCHOR FRAME HEAD/JAMS SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 48 L-3009 1.1I-159 AS REOD. GLAZING BEAD - 7/16' 6063-T5 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW 88 x 1 1/4" FH./PHIL. SDS 50 8 X POST IN -POST ASSEMBLY SCREWS 810 X 1 1/4" PH SMS 51 DC -899 AS REOD. GLAZING SEALANT - SILICONE VENT SIDE RAIL -HINGE SIDE OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL CONCRETE OR P.T. WOOD ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK (TYP.) 4 TO BE REVIEWED :.: BLDG. OFFICIAL (TYP.) # 12 S.M.S. or WD. SCREW W/, -1 1/4' MIN. WOOD EMBED t 1 a• 1 EXT. GRADE BACK BEDDI TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) \--EXTERIOR GRADE •z' �� PERIMETER CAULKING L •-°'''4:dr S?; . BY OTHERS (TYP.) ''r''•�""•' METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATIQN DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR a scompgingwitbtheillmlda MULLION TYPE, SIZE AND MAX. Bu11d6'g(bde z DESIGN PRESSURE LIMITATIONS. ea�TemtlonDNo, %CJI 1 THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By MULLION SHALL GOVERN. Mt Dodo P'odaM Control, • t Al; 12 5M.S X I 1CIN L. '• QSEE ELEV. EOR SPACING ; e;11/4:(IDN. t7ABED.) 1 DGEE• PERIMEWINDOW FRALIE DISTANCE SEALANA ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL `-WINDOW FRAME Q' DESCRIPTION REMARKS 1 L-3001 LD -118 I FRAME HEAD :`••�.-.• EXT. GRADE PERIMETER p '':: CAULKING NOT BY - f-^;. • *LAWSON INDUSTRIES', 2 FRAME JAMB -HINGE SIDE TO BE APPLIED BY 'r'/;^:;,• '., OTHERS (TYP.) STUCCO OR EXTERIOR FINISH OBY OTHERS (TYP.) FRAME PERIMETER CAULK DETAIL CONCRETE OR P.T. WOOD ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK (TYP.) 4 TO BE REVIEWED :.: BLDG. OFFICIAL (TYP.) # 12 S.M.S. or WD. SCREW W/, -1 1/4' MIN. WOOD EMBED t 1 a• 1 EXT. GRADE BACK BEDDI TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) \--EXTERIOR GRADE •z' �� PERIMETER CAULKING L •-°'''4:dr S?; . BY OTHERS (TYP.) ''r''•�""•' METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) 2 WOOD FRAME INSTALLATIQN DETAIL PRODUCT REVISED SEE MULLION APPROVALS FOR a scompgingwitbtheillmlda MULLION TYPE, SIZE AND MAX. Bu11d6'g(bde z DESIGN PRESSURE LIMITATIONS. ea�TemtlonDNo, %CJI 1 THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR By MULLION SHALL GOVERN. Mt Dodo P'odaM Control, • t Al; 12 5M.S X I 1CIN L. '• QSEE ELEV. EOR SPACING ; e;11/4:(IDN. t7ABED.) 1 DGEE• PERIMEWINDOW FRALIE DISTANCE SEALANA ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL N. BITAzo o 27/08 Series: 3200 Outswing Impact Casement Window N. ERAZO /./88/la 1 BILL OF MATERIALS LIST AND DETAILS 8 3to7e P,eewt D lCASEHENT3200-0WA-ot Nom' MMO-0801 �0 401`7 LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM 8 DWG. N0. PART NO. QUANTITY DESCRIPTION REMARKS 1 L-3001 LD -118 I FRAME HEAD 6063-T6 ALUMINUM 2 L-3002 UI -115 1 FRAME SILL 6063-T6 ALUMINUM 3 L-3002 UI -115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 4 L -3D02 1.1I-115 2 FRAME JAMB --LATCH SIDE 6063-T6 ALUMINUM 5 L-3004 UI -119 2 VENT TOP BNL 6063-T6 ALUMINUM 6 L-3004 UI -119 2 VENT BOTTOM RAIL - 6063-T6 ALUMINUM 7 L-3004 1_11-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 8 L-3004 I 1_11-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 9 L-3003 UI -116 AS REO'0. IN -POST 6063• -TS ALUMINUM 10 L-3006 UI -111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3" L.) 11L-3005 UI -113 AS REWD. FIXED UTE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) 12 L-3010 Ut-7708 AS REDD. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM 13 L-7531 L-7531 AS REOD. I GLAZING BEN) BULB VINYL PVC VINYL 14 SM -5731 AS REOD. GLAZING SEALANT - SILICONE 15 L-3012 U-110 AS REDD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 UI -133 AS REOD. GLAZING BEAD 11/16' LAM./INSUL 6083-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME ' 18 L-3013 I 8 CORNER KEY PER VENT 19 L-3013 1 4 X POST CORNER KEY PER IN -POST 20 8 FRAME ASSEMBLY SCREWS 810 X 1" PH SMS 21 8 - VENT ASSEMBLY SCREWS 810 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 HINGE MOUNTING SCREWS 810 X 1/2" P.H./PHIL B 25 VENT OPERATOR - DUAL or SINGLE 26 - VTRACK OPERATOR MOUNTING SCREWS 810' X 3/4" F.H./PHIL. SDS 27 STAINLESS STEEL "C" TRACK 28 TRACK MOUNTINO SCREWS 88 X 1/2" F.H./PHIL SOS 29 - STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS 88 X 1/2" F.H./PHIL SOS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS 810-32 X 3/8" PH MS 33 1/ VENT LO=NG MULTI -POINT BAR 34 I x LOCK POINT TIE BAR NYLON GUIDES 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 88 X 1" PH./PML 8 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 4 SNUBBER 8063-T5 ALUMINUM 39 1 12/ SNUBBER ISNUBBER INSTALLATION SCREWS #8 X 1/2- PH SMS Neaa deed to Com 1 w 2010 F8C LA V C �y (`l�� BSOt N.W. 90 ST. ON MEDLEY, fL0(iIOA 33188 TRIFu St . N C . PH No. (309) 898-8880 NANUF2Ci4 M OF QUALITY AGININUN NINDONS AND CLASS DOORS m 1 ono Reviebn to O"t 5 & 6 W 7 N. BITAzo o 27/08 Series: 3200 Outswing Impact Casement Window N. ERAZO /./88/la 1 BILL OF MATERIALS LIST AND DETAILS 8 3to7e P,eewt D lCASEHENT3200-0WA-ot Nom' MMO-0801 �0 401`7 Flange Frame Window Glazed with 3200Impact CasementWindow Glass Type A" Glass Type "Ir GlassType"V' I Glass Type"D" Glass Type"E' Configuration: 'W' Bne"ATaleatedGass 5118"H.S.Gass -PVB 8118"HS. Gass SGP 7/18"AMWaledGass 11WAnnealedC& 13 size Wldth Anchors DP(+) DP(•) DP(+) DP - DP(t) DP(-) DP + DP • DP t DP - J.Height ... _ (� . �) _ _� , }- SoFlez PVB by Eostnan Cheniat Co. Code (Iii) Qn) HeadiSili Jamb PBf PSI Psf Pill! Psf PSI psf paf pef Pc 3 1 1/8' ANNEALED GLASS 12 19.125 1 26 1 2 1 2 1 59.0 1 59.0 70.0 1 820 1 70.0 1 820 1 70.0 73.0 1 70.0 73.0 25 59.0 59.0 - TYPE A . _ �� 5/18" LAMINATED GLASS COMPOSITION ITEM DESCRIPTION 1 1/6' ANNEALED GLASS 2 OA90' PVB INTERLAYER Butaette PVB by DUPONT or 2 5 1 59.0 1 59.0 25 59.0 59.0 3 2 59.0 13 197t 8 18LAMINATED CLASS COMPOSITION -TYPE B 3 4 . 59.0 1 14 70.0V5 14 19A15 ITBM DESCRIPTION DETAZ 9/16 820 19.1; I I/9' HEAT-STRENGNTENED GLASS P &M PVB INTERLAYER GLA ING ITE N 19.1; 3 2 ..-_---5 5/16' Laminated SaPl- PVB by Eastman Ch"fCat CM 7 Q H33 261 3 IIB' HEAT-STRENGHTENED GLASS H34 261 H35 26, 0 18 LAMINATED GLASS COMPOSITION - TYPE C H38 237 ITEM DESCRIPTION DETAIL0 22 37 1 1/9' HEAT-STRENGHTENED GLASS 23 2 DOW INTERLAYER __ _ SentryGtase Interlayer by DuPont �'v -.. W-o3tt- *INGBITE 24 37 25 37 3 1/8' HEAT-STRENGHTENED GLASS 28 37 - 2020 24 2030 24 1 18 -LAMINATED GLASS COMPOSITION - TYPE D , ... 2040..:. - 24 7/18" Laminated 2080 24 MalDESCNIPrION DETAIL - 2080 24 1 3/16' ANNEALED GLASS 2 SOW PVR INTERLAYER - 15 1311 - 2620 30 Soft" PVB by Eaetnon ChaNcot Co. T act W 2930 30 3 3/16• ANNEALED GLASS 2540 30 0) 2850 30 11/10' LAMINATED GLASS COMPOSITION TYPE E - ' '- i.: a . 2M - 30 28M 32 tsEu DESCRmnON DETAM - _i 1 1/8' ANNEALED GLASS •_ Q 2830 32 2 04"' PVB INTERLAYER _ _ _._. l14 Saylvx PVB by Coat- CherAcal Ca y�. �--- 0 2840 32 3 1/6' ANNEALED GLASS 9/16 28M 32 9 1/4' INSIAATEO AIR SPACE --' »..-o3•tJ GLA LNG ITE 3020 39 S IAV ANNEALED GLASS 11/16" Laminated/Insulated 3030 36 3040 38 LAMINATED GLASS TYPES GLAZING OPTION 3!150 36 300 39 DETAILS 2 5 1 59.0 1 59.0 25 59.0 59.0 3 2 59.0 59.0 3 3 1 59.0 1 59.0 3 4 . 59.0 1 59.0 3 5 ' { & Ranerol oml Reo;eA jrf - M a N. ERA21 L( q oro Rwwa ev N. RRAZO . , l rtz L�;i`� n ReKeb" tlwa a s._ v r', Au r. k a 59.0 l 70.0 82 1 0 1 70.0 59.0 70.0 820 70.0 C••Li�] 70.0 73.0 70.0 73.0 70.0 73.0 70.0 73.0 70.0 .73-0-- 70.0 59.0 70.0 1 820 70.0 820 70.0 1 73.0 1 70.0 1 73. 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73 59.0 70.0V5 820 70.0 820 70.0 73.0 70.0 73, 89.0 70.0 820 PRODUCT REVISED T aomplytnE tv1Nt WWI �3uitding Coda LA S ON 4 - MEDLEY CIORIDAT 33158 D RI L S INC . PH No. (308) 696-8860 MKWACTURER OF QUALITY ALUMINUM EWPOA'S AXD CLASS OOORS Amo QAr" 1, NOA SYm0n1 RraWea k Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "1C' UNITS `� cAmNr3s0o-OavoA-o1 p`P N�01i L3200-0801 '0 6 OF 7 5/16" LAMINATED GLASS COMPOSITION - TYPE A ITER DESCHRYMN 1L8' ANNEALED GLASS DETAIL 0 OA40' PVD INTERLAYER.__ _ _ Madte PVB by DUPDNT or ' $offs. PVS by Eost-n Cherdcol C- 0310• 3 1/8' ANNEALED GLASS 12 13 8 IB LAMINATED GLASS COMPOSITION - TYPE 8 14 51 ITEM DESCRIPTION DETAIL 9/16 1 1/8' HEAT-STREWATENED GLASS GLA ING ITE a (LOW PVB INTERLAYER ° S/IB" Laminated SM. PVB by Coot— Chenkot _ 0310' 3 L8' HEAT-STRENGHTERED GLASS 48 I� f 0 32001mpactCasementWindow aaEs7ype"n' I 008Slype"B I aaflype"C' I GIMType"I9 GleasType"E, Dnflauratlon:tlX)( '*f'Or"Ok' 15MO"Anivaledgase I 8118"HS.OIaSS-Pi/a GnV" MQR8B-SGP I 7118"M10EedaM I 11h8"AnW8I&dM 73.0 740 8020 72 24 8 2 70.0. 70.0' 70.0 73.0 1 700820: 700 73.0 70.0. 73.0 6030 72 38 8 3. 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 ' 70.0 730 m 72 48 8 4 70.0 70,0 70.0 730 70.0 820 70.0 7&0 70.0 73.0 B pRDp&9NAL ISNOLNe[<8s L )A dam ' � { .S 1. 0.• •" `'.'`.l `.a° 0 6 18 LAMINATED GLASS COMPOSITION- TYPE C ITEM 0=01'T(ON DETAIL R."" AIR N. Ell I 1/8' HEAT-STRENGNTENED GLASS B OA90' INTERLAYERSentryGtnss Itelayer by DuPont *9,16 3 L8' HAT-STREMMT.MD GLASS„ My 7 18 'LAMINATED GLASS COMPOSITION.- TYPE D .. GLAZING BITE ITBH 'DESCRIPTION DETAIL 7/10" Laminated LLLYYY - 1 3AV ANNEALED GLASSno a 0.090' PVB INTERLAYER !RT•� 16 13 SaDIeK Pv8 by Cost.. CheNCol Co. 3 SAW ANNEALED GLASS Q 0 E 11/16- LAMINATED GLASS COMPOSITION TYPE -E- ITEM UPSCNnlox DETAIL ITEM 1 1/B' AVXALED CLASS 2 OA90' PVB INTERLAYER _._._.- . 1 sane. PVB by Eostnon ChenYol Co. ® V4' 1451 3 1/0' ANNEALED CLASS - 9/15 4 L4' INSULATED AIR SPACE a _ _ GLA ING ITE S I/8' ANNEALED GLASS o3/0• 11/18" Laminated/Insulated 1AMINATED GLASS TYPES GLAZING OPTION DETAILS 32001mpactCasementWindow aaEs7ype"n' I 008Slype"B I aaflype"C' I GIMType"I9 GleasType"E, Dnflauratlon:tlX)( '*f'Or"Ok' 15MO"Anivaledgase I 8118"HS.OIaSS-Pi/a GnV" MQR8B-SGP I 7118"M10EedaM I 11h8"AnW8I&dM 73.0 740 8020 72 24 8 2 70.0. 70.0' 70.0 73.0 1 700820: 700 73.0 70.0. 73.0 6030 72 38 8 3. 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 ' 70.0 730 m 72 48 8 4 70.0 70,0 70.0 730 70.0 820 70.0 7&0 70.0 73.0 B PRODUCT MVISED � �p1yiA8tvDh Apo FLaTlda BAuHat PZCoN -1 13r.M�ian Rota 2 I � MMi rAduct eali ! LA,A ggg S O N 8501 N.W. ST. 7y� �J111�� /// 777 ME01EY, FLORIDA S 33188 I PH No. (30S) 888-8880 MANUFACTURER OF QUALITY ALOMNOM WINDOWS AND CLASS DOORS ran CtarY Por/ Naar Puod LLNDonF 8Mo/YeeNr Doul Dr Rw4tm N Y BW 3E00 IN-01-1 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS oodwl'I, cA9t0 ^EMO�'St00-oeNOA-ol v .r I$TL00-0801 sl -,7 8 w Y pRDp&9NAL ISNOLNe[<8s L )A dam ' � { .S 1. 0.• •" `'.'`.l `.a° A. Revi ftl to Con 8. Reneaot ono R R."" AIR N. Ell RlwbnLmL B PRODUCT MVISED � �p1yiA8tvDh Apo FLaTlda BAuHat PZCoN -1 13r.M�ian Rota 2 I � MMi rAduct eali ! LA,A ggg S O N 8501 N.W. ST. 7y� �J111�� /// 777 ME01EY, FLORIDA S 33188 I PH No. (30S) 888-8880 MANUFACTURER OF QUALITY ALOMNOM WINDOWS AND CLASS DOORS ran CtarY Por/ Naar Puod LLNDonF 8Mo/YeeNr Doul Dr Rw4tm N Y BW 3E00 IN-01-1 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS oodwl'I, cA9t0 ^EMO�'St00-oeNOA-ol v .r I$TL00-0801 sl -,7 8 w Y rg FRAME IN -POST RAIL 1.218 L-3003 t.a3s VENT RAIL 4" 4" ASSEM�B�LY SCREWS 6063-T6 ALUMINUM w P.Hi./PBL. FRAME HEAD OLL .062 4" � SMS1/4- XS1d5 n �H I ---3001 P.H./PHIL VENT RAIL 6063-T6 ALUMINUM i I t 2.250 I - -_ __--_-_T_ry___ 0.082 2.312 i 0.062 I m ....__...�.—._.._.._. ---- ----- .062 ' 1 .082 fe n f 119 i 082 } I ANCHOR CLUSTER 2' t7 2.3 1. 35 j (HEAD/SILL TYPICAL> WENT JAMB 4.797 O tTtWdE dNde _ _ _ 4 18 INPOST ANCHOR DETAIL, FRAME CORNER DETAIL VENT RAIL CORNER DETAIL 5 6 7 8 1.21 2 .. 3 4 F.875- VENT RAIL raaete IMPOST .s0o 0.062 L-3004 SEE MULUON APPROVALS FOR FRAME SILL /JAMB'" 6063"1% ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, 1 CASEMENT WINDOW OR, MULL SHALL GOVERN 2.290 <-..0§2 1111 2: - _ - .1/4' MAX.. SHIM 1 �2 0.082 2 S.M.S. X ti 9/4" L. ELEV. FOR SPACING FRAME SILL as llh 2.399 0.888 � \ - ALL STEEL IN CONTACT WITH , TO HE PAINTED OR PLATED. I =- -M. SHEAR PLATE 0340 _� METAL STRUCTURES:_.FRAMB EEL OR ALUM. 1/8K)Li300T A) STEEL Fy 36 KSI MIN.6063-T5 ALUMNUM 0.120 B) ALUMINUM : 6063-T5 MIN. 45SEM10YX1REW4- 1.231 P.H. Fel. SMS/PERIMWINDOW FRAME FRAME IMPOST I?ETAIL 3B ALUMINUM SNUBBER SEALANT 0.377 063-T 6 6063-T5 ALUMINUM METAL, STRUCTURE ATTACHMENT DETAaFRAME & SASH CORNER ASSEMBLY DETAILS_L 10 FRAME SILL ANCHOR CUP •044 11 RODUCT REVISED L-3006 FIXED LITE MOUNTING BRACKET 4complying %viththe Fioft 6063-T6 ALUMINUM 0.094 ,g70 L-3005 6063-T6 ALUMINUM Acete�cceN I Expiration Dato ILi 0.188 u �y 0.070 Mlam edo t D 2.794 .478 1;F7gp8I U 12 GLAZING HEAD 16 GLAZING BEAD 48 GLAZING HEAD ,;i . 1i "� fl. 88,226,;-,�4 ft.%w to romps . 2ofo rrec �� ]® T 1 �( 850t N.W. 90 ST. 8. Rer l end RouWoa to serest 5 & 6 of 7 5/18" Laminated L-3010 or L -T708 11/10' Insulated/Laminated L-3011 or LU -133 7/18" Laminated L-3009 or LII -159 , r.t 1 `' a MEDLEY. FIARIDA 33188 1vD R E INO. PR No. (305) 898-8680 8083-T5 ALUMINUM 6063-T5 ALUMINUM 6063 -TS ALUMINUM >,' MANUFACPURDR OF QUALITY' ALUMINUM WINDOW AND OLAS•D DOORS AOtO Cbr. PON LRmn Rad Cakloryr 3eWnyodW /ftm RUesmu B RMttm O ASSEMY MN LCNOo108-Ot 0.050 0.801.o.eoff,N. O _ -in& ERAZO or 9r oe Series: 3200 Outswing Impact Casement Window ;�—o- _ 0.0.116 ,a*' DATB yy' PR/SV^ ""; Y �� R. eRAZO %M4 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS R' ' g ' Proa.w' 0-OBnOA-0t I"-' LMM-0601 �s 7 QF? P� C_ -TLA t�,_ -\"v i 1,.Sb�,C) V\' -4A= i �,o 1 Cy MIAMl�DADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. 2yt"t4 Lawson Industries, Inc. 8501 NW 906 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW" 4200/6200 Mange Frame" Alumimm-Fixed Window -L.MX APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA N 07-0516.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. -NOA-No. I2-0307.06' MtAMt•DADE uhRY Expiration Date: August 22, 2017 APPROVED 1___ t�Ili1j2 Approval Date: May 24, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �► DRAWINGS L. Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-12-4010, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candida F. Font, P.E. 6. 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 fixed window, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report o. HETI-09-2586 dated 07/10/09, signed and sealed by Candido F. Font, P.E. Manuel Per .E. Product Control Ea liner NOA No. 12- 07.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candida F. Font, P.E. 10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2582, dated, 07/10/09, signed and sealed by Candido F. Font, P.E. 11. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 14. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated 01/30/03, signed and sealed by Rafael Droz-Sella, P.E. (Submitted under NOA# 06-0117.02) 15. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) �� Q - Manuel Perez, E. Product Control E mi er NOA No. 1 .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (fONTINUED) 16. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 66-0117'.02) 17. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 18. 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 full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0.117.02) 19. 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 eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 20. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) Manuel P P.E. Product Contro Exa finer NOA No. - 307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 22. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and .installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dated 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Safleg and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Manue Per 1. Product Control E m' er NOA No. 12-0307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by .. Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07 and expiring on 08/22/12. Manuel Perez, Product Control E Y r NOA No. 12-07.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-5 SERIES -4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L M IMPACT) WINDOW 7 WINDOW HIEIwo WIND(]HEMHT I VIINp� 1 LEG WINDOW WIDTH -ROUND TYPICAL ELEVATION V OIARTER-ROUND ELEVATION HALF WINDOW WIDTH ARCHED PICTURE ly1NDOW WINDOW � OW E� ''. WINDH WINDOW ID:ITDTT � � - - L VyMUTDHV WINDOV WIDTH HEXAGON TYPICAL ELEVATION WINDOv WIDTH RECTANGULAR TYPICAL ELEVATION- ---_ _- SOIIIIRE PICTURE WINDOW ELEVATION WDIDOW IfElo WINDQW KICNT WINDOW HEIW LI Ill- L LY� HT. L J � FULL ROUND TYPICAL ELEVATION y�p�Iy Imo- VIOTN RECTANGULAR ElEI&MON WINDIA/ VIDn1 SQUARES PICTURE WINDOW ELEVATION WINDOW11EIC�T VDID6I.I HEr LEa KT. WINDOW HEIGHT 1-0 Vo mw I Ion„ o.l OVAL TYPICAL ELEVATION ��DDW WIDTH LEGGED EYE BROW ELEVATION vINDOV WIDTH QUARTER -ROUND ELEVATION WINDOW (WIGHT _,__ WINDOW HEIGH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS M.—T.SHAPES. SHOW IN o07TED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE PROVIDED PERIMETER OCTAGON TYPICAL ELEVATION WINDOW WIDTH *ELLIPTICAL' POCALTYPICAL ELEVAM FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. TYPICAL ELEVATION TESTED UNIT AANOTAXIIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F. J,,K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: AX. TYP. CORNERS PR011UCTRBVISm IF cwnplylHg with do RIDddD EXT. & INT. FALSE COLONIAL� � !? No NVNTINS ARE APPLIED W Hata W SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED l.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVH2) AND ASTM 1300-04. 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 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET 83 FOR GLASS TYPES AND SHEET g4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30It. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, SeQtlon 2411.3.3.7). 7,) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6. S.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE D.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET S2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FSC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET 6 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR 'PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. Fs M OD M � g f OI O Wl zd cg� 20a Z a"S N14 S.M.S. MIN. EMBEDMENT INT( WOW. (SEE ELEVATION AT SHEE7 DI FOR MAX. FASTENER SPACING) �••t��s• Ak INTERIOR N13TBYBY INTERIOR FINISHSH MDT FINISH IN➢USTRIES. EXT. GRADE BACK BEDDING TD SE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP) VAVAV�MPAYAVAVAVAVAV!!,EXTERIOR <KKKK/{KaH{KItNKaKa y •^e•(..." • '�R T°• EXT. GRADE PERIMETER CAULKING N0 7 BY 'LAWSON INDUSTRIES'. 70 BE APPLIED BY OTHERS C 1 1A� cm.) ,$III= OVER METAL LATH NAKED TO EXTERIOR GRACE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRO:S, INC WOOD FRAME INSTALLATION DETAIL ALL WOOD BUCKS ENGINEERED SEPARATELY— B TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> DCT. G CAULK EXT. GRADE CAULK 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 FRANK AND THE BUCK OR EX MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 612 SMS OR VD. 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. AT 12' O.C. MAX. 4I4 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET BI FOR MAX. FASTENER SPACING) SILICONE ADHESIVE IG BEDDING COMPOUND / l INTERIOR r LAMINATED GLASS w!d 1 BE \MIN. 1 = W 9 BE AT kkkcciraa�mrr 3 N a z EXT. GRADE O 2 EXTERIOR D AU CLK EXTERIOR GRA PERIMETER CA WINDGW FRAME WIDTH 014 S.M.S. W/ 1 1/4' 1/4' TAPCON V/ 1 1/4' MIN EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONIC. (SEE ELEVATION AT SHEET R1 (SEE ELEVATION AT SKEET &1 FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) 1 VB' MIN ttLL,I D r P•. ...•. °.O 4" EXTERIOR G Of PERIMETER CAULKING C i � EXTERIOR MAX. iIM ? YP EXTERIOR GRADE PERIMETER CAULKING\ -PT. WGDD BUCKS BEDDING COMPOUND ^w... m 00 INTERIOR zi I/4' TAPCON W/ 1 1/4' y MIN. EMBEDMENT INTO CUNC. /.•(SEE ELEVATION AT SHEET 41 M (R yj� �( ra3 0 FOR MAX. FASTENER SPACING) 4 g • N M z 2 �d14. q C gg A e 1 1/8' MIN. id i a �•:. .:-4 A • -4 c EDGE DISTANCE4. W 9� 7yi� o iMb as 6 N CQ d 8 P.T VSD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS H 94MU of C � •o .a.• IDM M D [� NT : d: d. x M IW caa s. a',y.'•s H SILICONE ADHESIVE BEDDING COMPOUND INTERIOR �( UNAT£D GLASS gg A ,�{ ° o a ••LtMiVE FPROM=REVIM 4 dDINE•y'd 2s.;�. d:6WlA¢m�p1�DD NOa "°/• a .' 4; U419 o ,W a•. 14 d••. . ^ BY LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION DETAIL 1----•-�• - ® a/4' I y aAs' PL Ll na.o- -{ -=--"--= 1 1/8' ANN. GLASSIaL 2 n90' SAFLEX PVD-SOLUTIA 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE S (ti) 1/8' ANNEALED OR TEMPERED GLASS 5 (-) 1/8' ANNEALED LIR TEMPERED GLASS — TYPE H LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION Ir DETAIL 1 1/8' ANNEALED GLASS an6- 2 0.090' SAFLEX PVD-SOLUTIA (_ ..>T =" --_- 3 1/8' ANNEALED GLASS A . f wa• 4 1/4' INSULATED AIR SPACE }. 5 (M) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION - DETAIL ® .1/a•1i - f 1 1/8' HEAT-STRENGHTENED GLASS 2 0090• BUTACITE PVB-DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE__ 5 (-) 1/8' ANNEALED LIR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G . IT`Btd DESCRIPTION DETAIL 1 1/0' HEAT-STRENGHTENED GLASS 3/16• =-_-=- : 1 ® -V4 1 , 2 0.090• BUTACITE PVD-OUPCINT 3 1/8' TRENGHTENED GLASS INSULA 4 1/4' INSULATED AIR SPACE — TYPE H 5 Cm) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ram DESCRIPTION DETAIL 3/16• _„=-=�' 1 •® � vm• _ 'I _ _ -- 1 3/16• HEAT-STRENGHTENED GLASS 2 0.090' BUTACITE PVS-DUPDNT 3 3/16• HEAT-STRENGHTENED GLASS 4 1/41 INSULATED AIR SPACE 5 3/16' TEMPERED GLASS Notes • 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. >( 2.) WINDOWS WITH GLASS TYPES 'B, C. F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010. Section 2411.3.3.7). 'SILICONE OPTIONS'- DOW CORNING 899 SCHNEE-MOREHEAD 5731TE TREMCO SPECTRUM 2 LAMINATED LAMINATED INSULATED INSULATED GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL B 18 LAMINATED GLASS COMPOSITION — TYPE A SILICONE SCHNEE—MOREHEAD SM 5731 ITEM GLASS DESCRIPTION DETAIL DOW CORNING 889 1 1/8' ANNEALED GLASSTREMCO SPECTRUM 2 e 0.090' BUTACITE PVB-DUPONT =_ ZEE 3 1/8' ANNEALED GLASS 1 �. oa4c S 18 LAMINATED GLASS COMPOSITION — TYPE D ITEM GLASS DESCRIPTION I Q, DETAIL 1 1/8' HEAT-STRENGHTENED GLASS e 0A90' BUTACITE PVB-DUPONT - D — ^: ,-6x40• 3 1/8' HEAT-STRENGHTENED GLASS 1 18 32 LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION J DETAIL 1 CAM 1 3/16' HEAT-STRENGHTENED GLASS 2 0.090' SAFLEX PVB-SOLUTIA 3 I/8' HEAT-STRENGHTENED GLASS 3 3/16' ANNEALED GLASS 140' 7 18 LAMINATED GLASS COMPOSITION — TYPE H ITEM GTA39 DESCRIPTION 01Gum 1 3/16' ANNEALED GLASS 3/16 '_�_ 3/16• �_ = :__� _=1 9 e- 0.090' SAFLEX PVB-SMLUTIA 3 3/16' ANNEALED GLASS 7 IB LAMINATED GLASS COMPOSITION — TYPE 1 — TYPE K ITEM GLASS DESCRIPTION DETAIL 3n6• ---- • -• _ 3,36• :_-___� _�:_:__ =_1 1QJ CAW 1 3/16• ANNEALED GLASS 2 0.090' BUTACITE PVB-DUPDNT 3 3/16' ANNEALED GLASS 7 18 LAMINATED GLASS COMPOSITION — TYPE J — TYPE K ITEM GLASS DESCRIPTION D AI. 1 3/16' HEAT-STRENGHTENED GLASS' 1 3/16• HEAT-STRENGHTENED GLASS 3n6• 1 - 140' 2 0.090' SGP-DUPONT 3 3/16' HEAT-STRENGHTENED GLASS U) Am Ne DwIft, SCodeFat 7 18 LAMINATED GLASS COMPOSITION — TYPE K ITEM GLASS DESCRIPTION DETAIL o90• _:;-cCA�P SAS I I' '..._ 1 3/16' HEAT-STRENGHTENED GLASS' 2 0.090' BUTACITE PVB-DUPGNT 3 3/16' HEAT-STRENGHTENED GLASS g I LAMINATEO MONOLRHIC GLAZING STOP 0 CIRCULAR WOWS. LAMINATED 3 LAMINATED 4 MONOLITHIC MONOLITHIC 0.6110' 0.600' GLAZING DEPTH GLAZING DEPTH Z LAMINATED, MONOLITHIC 'SILICONE OPTIUNS'+ ---,-- ^ _� DOW CORNING 899 SCHNEE-MOREHEAD 5731 w TREMCD SPECTRUM 2 0.600 GLAZING DEPTH LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL k 0�0®O0o®6� ��3oU PRODUCTRBVISER7 ' ee4ompiyimEwDh**FL0/ida U) Am Ne DwIft, SCodeFat U lw� D2W i 1111/11 38" 48- 60. 72" 74" IDOVdDIMS. I GLASS TYPES y 7TN LENGTH A B C D E F G H I J K L C O w +l --DP +i -DP +FDP +l-DP +t•DP +4 DP +NDP +I -DIP +l -0p +/- +ADp y.Dp a /8" 68 68 68 68 66 66 68 68 78 86 BB 14h 10 08 68 68 68 65 68 68 68 6B 78 86 68 P' 26" 88 66 68 08 65 68 88 68 68 78 65 68 9° 6863 88 88 65 68 88 68 88 78 65 68 cIS A U8" 68 68 88 Be 65 68 68 88 68 78 85 68 q c /8° 88 68 88 88 65 88 88 69as 78 66 =W p Vf ryq d IP2° 68 68 Be as 65 68 Be 68 78 86 6B T' 38318" 68 68 8 68 65 68 68 682 682 78 65 68 z q p i BB 68 68 88 as 68 68 63.8 8 78 66 d z CFS 1 68 6B 68 88 65 68 68 63.8 63.8 78 65 d 8 I 88 68 68 65 68 Be 88 78 65 68 IPP P, 3° 60.08° 68 68 68 88 Be 68 68 68 65 65 68 88 88 88 68 2 68 682 78 78 66 65 88 W x x x 65 6B x 61 78 86 68 IB x x x 88 65 68 BB x x 78 86 68 a U8° 68 68 88 68 65 68 68 68 68 78 65 68 IPP 68 Be 68 68 05 68 68 68 78 68 a r 58" Be 68 68 65 88 x 682 78 65 68 () W i x x x x x x 68 x 65 86 68 x x x 78 78 65 86 68 -68 z. u I BB 86 88 88 69 78 68 68 Iy a p 88 68 68 BS88 R61 Be 78 86 68 0 53" x x x 88 85 68 x 68.2 78 65 - 68 P x x x x 65 x x x 76 66 68U8" W ap m68 x x x - x 65 x x - x 78 65 68 6B 68 65 BB 68' - 68 78 86 -68N2" a O 74" 68 x x 88 x 68 66 65 65 BB 68 BB x x 68 -x 78 66 65 68 88 a N P x 1 x x 65 68 x x x 75.8 65 68 4 Cm 118" x x x x 65 as x x x 72 66 BB 1 fir 68 1 68 68 88 65 68 68 68 68 70 65BB R° 58 68 68 68 65 68 68 x 68 78 65 68 A " 74-1/4' XX x 88 65 88 68 x x 78 65 68 z x x 68 x x- -x - 76.2 65 68 !8' 68 68 x 65 68 x x x 71.6. 65 68 i di ggg 8� Note • 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. gg 2.) WINDOWS WITH GLASS TYPES °B, C. F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LI'PE SHALL z TO LNTS WITH THE 3�Seetioon32 BRESISTANCE � REQUIREMEERED (FBC-2010,Y 11.33A7`). A � W J PRODLTCC RBVI>� sate ibex "` " w �7 .N WIDTH AND LENOTH DIMENSIONS CAN BE ORIENTED S;�je(D VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE, WINDOW FRAME EXTRUSION DETAILS 2.643 1.281 781 iYP BILL OF MATERIALS �i ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" CLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16' GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - B VWS-004 AS READ. GLAZING GASKET SOFT PVC - 10 . AS READ. GLAZING SILICONE • - 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2- 12 812-251-1-357 AS REQD. I "TruSeal" Duro Seal SWiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2.643 1.281 781 iYP .3I0 9S0 A40 -� 391 -f �i I .773 1 FRAME HEAD/SILL/JAMB _ 2 GLAZING STOP (5/16" GLASS) 310 A) STEEL : Fy - 36 XSI MN. .850 .272 1 450 j me TYP. TYP .773 TTP, J .773 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32" GLASS) ' I .310 ,g•IIs 41694L oS0 2 050 2 5 6 ,800 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS .050 TYP. _ BOB 8 .466 GLAZING STOP (CIRCULAR WDW.) SEEMDWON APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION - (ALUM. 0A78" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR EXTERIOR EXTERIOR GRADE - PERIMETER CAULK] 'Ir . TO Mo m w co Ge; 0, C4 Z§4 § o �D ., o9 o RECT. OR SaUARE W09Ma1WER 1= a TYPIC CaRNER 6NSTR �rhaN '�'„ FRA -E-RADIIS_JOINT FRAME END CORNER SEALANT; FRAME CORNERS. OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE 112 X 3/4• S.D.S. FLAT READ. PHILLIPS AT 12' D.C. MAX. o W . Ocomidying wadi da F!°d8R 4 Building Cale AA AccePte00e No i� x BXPIreUon Dale By INTERIOR NOTE: THE LOWER PRESSURES OF . .. 1/4• MAX. THE WINDOW OR MULL SHALL GOVERN 111 12 S.D.S. X T I/4" L. H AT 1L- O.C. MAX. NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PANTED OR PLATED. _ 2. METAL STRUCTURES: A) STEEL : Fy - 36 XSI MN. (STEEL I8 GA MN. THICK: 4,0,040-) . B) ALUMINUM : 6063-T5 . (ALUM. 0.078' MIN. THICK) - ... PERIMETER WINDOW FRAME ' I SEALANT EXTERIOR E1 METAL STRUCTURE ATTACHMENT DETAIL t& 0 LL- MIAMI.D�tdE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF lE!ERIVIITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'S&eet Room 208 AFFAIRS (PERA)Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F•(786) 315-2599 NOTICYOF ACCEPTANCE (]MOA) www miariidade.eov/uora/ Lawson Industries, Inc: — .8501 NW 90.S.treet _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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the. AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION. Clipped_Extruded_ Aluminum Tube Mullion w/ ancfiw/o Steel Reinforcemmt-L.M.Ia' APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube.Multions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Migmi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 and renews NOA # 10-0610.02 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-01.27.07 Expiration Date: May 30,2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, 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 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2113/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) Manuel.Perez Product Control Exa er NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NDA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel P P.E. Product Control iner NOA No. 12-0127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 E-2 i• PRODUCT THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a MULLION AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE GLAZING `y ANCHOR/CLIP ANCHOR/CLIP VERTICAL COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. PRODUCT MULLION GLAZING ANCHOR/CLI HORIZONTAL MULLION O GLAZING PRODUCT � PRODUCT PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS ANCHOR/CLIP y ANCHOR GLAZING ANCHOR/CLI USING USING MULLION PROPERTIES ONLY y o PRODUCT W7 W2 �' e ~ + a ~ GENERAL NOTES: 0-w c o \! tj `.,` `.ti 7. THIS PRODUCT HAS BEEN OESIONED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION � � y� x �,.• + w INCLUDIN HIGH VELOCITY HURRICANE ZONE (HVHZ). Z o i! y II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE y z APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I:E: WIND LOAD, WATERIL $ INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. I If 3. MUWONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. ts I=- GLAZING W _ PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER $ LOADS TO THE STRUCTURE. F S. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS V EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yy 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ®►7"i d 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY, j�,d 8. MATERIALS INCLUDING BUT NOT IRARED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET a 'a MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. (n p �A WIDTH (W) _ Wt + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ~ 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP + REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET'Q/ � I 4 OF 10 FOR DETAILS AND NOTES. M • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + a • REFER TO SHEET 10 OF .10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS u �c J. 3 00♦0 00 4 ........... yZ ,� moOA,0. r W1 W2 v1g y 0& P.� r y01 a PRODUCT REVISED., • � WIDTH (W) = W1 + W2 WIDTH (W) = W1 + W2 asying u4ttloP6od8a �� 2 2 A •••'••• TYPICAL MULLION ARRANGEMENTS 0 i• PRODUCT VERTICAL HORIZONTAL MULLION MULLION z GLAZING GLAZING old' VERTICAL VERTICAL � vai PRODUCT MULLION MULLION ANCHOR/CLI GLAZING GLAZING GLAZING z PRODUCT PRODUCT PRODUCT � ANCHOR/CLIP Wi W2 ANCHOR/CLI MULLION SPAN W7 W2 W3 MULLION SPAN i• PRODUCT VERTICAL MULLION z GLAZING GLAZING old' PRODUCT PRODUCT � vai PRODUCT � ANCHOR/CLI a �r GLAZING PRODUCT GLAZING PRODUCT � IVERTICAL a � � ANCHOR/CLIP Wi W2 MULLION SPAN Ib00 .125 tt�� a .062 I.S00 C '� ASS TYP. r ''1I1I1I�� tn j:i 3.000 I 1500 M � 0 1.405 4.0110 4400 I us 1.772 °� .t2s Q m 3.000 3.0623400 2 X 4 2400 4732 2462 �j vi y 4.5011 STD. TUBE WINDOW FRAME 2400 Z o y 0 z q Z 2X MULLION CLIP MULL ON �-- '� w d 8083 -TB .189 ,102 1.000 .102 1.000 ,IS6 .072 I NOTCH 'L' 6.000 1462 1.158 1462 1.188 1.06E :J ,�$ Q! ,L, OPTIONAL 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 L Z L $TD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULUON CUSTOM M8083-TBULLION CUSTOM MULLION MULLION 6083-T8 8083 -TB 6083-T8 6063 -TS Ixx: 2.070 Int Ixx: 1.000 In° Ixx: 0.950 0 Ixx: 0,370 in° Ixx: 0.33G in°. a Sxx: 1.035 in3 Sxx: 0.667 0 Sxx: 0.633 in! Sxx: 0.370 in3 Sxx: 0.330 ins Z o �� (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAMq I -I o i STANDARD TUBULAR SHAPES 2.000 N C :1 TYP. WALL - .125' ALL 66 1! ALLOY - 6063-T6 1400 .125 ,7511 GLAZING PRODUCT W 424 1400 L000 2000 tQMIJ � �E9 2�p .125 2250 _ I.ODO 125 A 4000 •l 6.000 3000 i .125 2400 4.500 0 a 1X MULLION CLIP 2400 3000 4.000 4.000 Si 80&7-T6 $ 8 MULLIONS CONTAINING 1 X 4 1 X 3 1 X 2 STD. jUBE MULLION SSD. TUBE MULLION STD. TUBE MULLION 1' ti� TYPICAL GLAZING PRODUCTS 2 X 6 X63 -T6 roes -T6 SO63-T6 NOTCH g OpRo 2 X 4 Ixx: 2.070 in° Ixx: 0.950 in° 'Ixx: 0.330 Int A HORIZONTAL OR VERTICAL Sxx: 1.035 in3 Sxx: 0.63yq UCT 330 ins OTD. TUBE MULLION STI. TUBE MULLION asaom�lylxg a SEE WINDOW OR DOOR APPROVAL FOR 6063 -TB 8083 -TB Bull FASTENERS SIZES AND SPACING o �' Ixx: 8.280 in� Ixx: 2.980 in! A`P °0N Sxx: 2.760 in3 Sxx: 1.490 ins L. CLIP LENGTH RECTANGULAR MI UM Tam N g \ 1 INSTRUCTIdNS: USING MULLION PROPERTIES ONLY USE CHARTS AND PHS AS FOLLOWS. 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 000 • °.••e..°;�l'/ os STEP I DETERMINE DESIGN LOAD REQUIRED FOR PARTICUTAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ��q:°', �'•Z�2�so COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTCH STEP 2 USE A PROVE. GLAZING PRODUCTS MEETING ABOVE LOAD ,; .: A �• -41 OPTIONAL STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL.NOTES: °Ly 'K deo �+ .I2S LIN. STEP 4 SPECIFY- SHIM SPACING. tin 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. . •�•• ym° 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR •' SNUG INTO TUBE MULLIONS. IN STEP I ABOVE HORIZONTALLY. 0,4� P �o ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 8 THRU 0 AND ANCHOR CRAM4pym �� 6083_76 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET e, suzu ANCHOR TYPE WITH ot�NGN RATING 3, REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2400 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. .y Q MULL GRA 1 X 3 2.688' 1 X 4 3,688' 2 X 4 3,688' 2 X 6 5.688' TUBE MULLIONS I TUBE MULLIONS TUBE MULL1 4 z a $ ryn In Io 1 0 o o40 , o OR R $ e, 4 v a Z ; R. mBa 9i U3� a OJ o �m W m H o Q z o m !$� d z a HORIZONTAL MULLION %'aAZINC TYPICAL MULLION ARRANGEMENTS ®p00®�®eoeee�e��0000e i PRODUCT ® • / ee ` ` ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE a°�/ 6• �� 8 a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTRBVLWD �8� p8 auzwG oLAzwG 3 VERTICALLY OR HORIZONTALLY. evil t�iRmtde. 'i PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED} �xNo ��+` ••• J Ay Pe Ii w9 w2 WIDTH (W) = w1 2 w2 Mieln. &aduW o®,e��ao•..',t,, MULLION SPAN c A Wldth(w MULLSFAN 1X2 1X3 1X4 2X4 2X8 Wldthw MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width MULLSPAN 1X2 1X3 1X4 2X4 2X8 18 150.0 15D.0 150.0 150.0. 950.0 18 28.3 81.5 150,0 150.0 150.0 18 - 18.3 42.1 80.5 950.0 24 150.0 150.0 156.0 160.0 150.0 24 21.2 81.1 133.2 160.0 160.0 24 31.5 45.4 128.2 30 123.0 150.0 150.0 150.0 150,0 30 17.0 48.9 106.5 150.0 150.0 � - 25.2 $8.3 100.8 38 102.5 150.0 150.0 150.0 150.0 38 40.7 88.8 927.8 150.0 38 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 150.0 42 34.8 78.1 108.5 160.0 42 18.0 .25.8 _72.1 46 38-3/8" 78.8 1�.0 150.0 150.0 150.0 48 74+1!4" 30,8 68.8 95.8 150.0 46 920" 15.8 22.7 83.1 64 6'6.3 137.8 950.0 150.0 150.0 64 27.2 b82 85.2 150.0 84 20,2 68.1 60 81.5 123.8 950.0 150.0 1580 80 - 24.4 53.3 78.7 144.2 80 - 182 50.5 68 55.9 112.8 150.0 150.0 1580 � - 22.2 48.4 89.7 131.1 �78 18.5 45.9 72 51.3 703.2 150.0 150.0 150.0 72 �.4 44.4 83.9 120.2 - 95.1 42.1 78 47,3 85.3 150.0 150.0 1b0.0 TB 18.8 41.0 58.0 110.8 3g,g 18 88.3 150.0 150.0 150.0 1580 18 58.3 122.8 150.0 150.0 18 31.8 45.5 126.4 24 87.0 150.0 150.0 150.0 1680 94 - 42.2 92.0 9324 150.0 24 - - 23.7 34.1 84.8 30 63.8 142.3 150.0 150.0 150.0 � - 33.8 73.8 105.9 150.0 30 - 19.0 27.3 75.8 36 44.6 998.8 150.0 1580 160.0 � - 28.1 81.3 88.3 150.0 � 15.8 22.7 83.2 42 38.3 101.7 150.0 1580 150.0 42 - 24.1 52.8 75.7 150.0 42 - 19.6 542 48 80.6/8" 33.5 88.0 145.4 150.D 150,0 48 84" 21.1 48.0 68.2 140.8 48 932" - 17.1 47.4 64 28.8 78.1 9292 150.0 150.0 64 18.8 40.9 58.8 125.2 64 16.2 42.1 BD 28.8 712 118.3 150.0 150.0 � 18.8 38.8 53.0 1127 80 _ 37,9 Be 24.4 84,7 10.5.7 160.0 750.0 � 15.3 33.4 48.1 9024 88 34,5 72 22.3 59.3 86.8 139.5 150.0 72 - 30.7 44.1 03.9 72 - - - - 31.8 78 20.8 54.7 89.5 1288 9580 78 - 28.3 40.7 88.7 78 - - 28.2 18 82.8 950.0 150.0 1580 150.0 98 - 37.7 82.1 198.3 1640 98 24.3 35.0 97.4 24 48.9 135.9 16D.0 150.0 150.0 � 28.3 81.8 88.7 160.0 24 18.3 28.3 73.0 30 37.5 908.1 160.0 950.0 150.0 � - 22.8 49.3 71.0 150.0 30 21.0 58.4 39 31.3 80.1 160.0 150.0 160.0 39 - 98.8 41.1 58,1 143.8 38 17.5 48.7 42 28.8 772 139.1 1680 950.0 42 - 18.2 352 60.7 123.2 � 16.0 41.7 � 67" 23.5 87.5 114.7 9580 150.0 48 Be. 30.8 44.3 107.8 48 144" _ _ �,6 84 20.8 80.0 101.8 948.8 150.0 64 - 27.4 38.4 96.8 64 - - - 32.5 � 18.8 54.0 89.7 1321 1580 � - - 24.8 35.5 88.3 80 _ _ H38.9 � 17.1 48.9 &iA 120.1 150.0 � 22.4 32.3 78.4 � 72 15.6 45,0 78,5 910.1 150.0 72 20.5 28.8 71.8 72 78 - 41.8 70.8 10.8 960.0 78 - 98.0 27.3 88.3 78 _ _ 18 48.3 133.4 150.0 160.0 950.0 18 - 28.6 57.7 83.1 960.0 18 31.0 24 34.8 1�.0 150.0 150.0 150.0 24 19.9 43.3 82.9 160.0 24 23.3 � 27.8 80.0 950.0 150.0 150.0 � 15.9 34.6 49.8 138.3 30 18.8 36 23.2 68.7 126.2 1680 150.0 36 - 28.6 41.5 193.8 38 15.5 42 18.8 672 107.3 950.0 150.0 42 - - 24.7 35.6 97.4 42 48 83" 17.4 �.0 83.8 135.9 160.0 � 11 I�" - 21.8 31.1 652 � 960" 32,3 64 16.4 44.5 83.4 120.1 150.0 84 19.2 27.7 75.7 64 28.7 80 - 40.0 75.9 108.1 15 17ERTICAI. MULLION GLAZING O GLAZMC PRODUCT PRODUCT � 0.0 80 17.3 24.8 88.1 80 25,8 68 � 36.4 68.3 98.3 160.0 88 - 15.7 22.7 82.0 � 23,6 33,3 62.8 80.1 160.0 20.8 58.8 72 78 30.8 67.8 83,2 18.2 62.4 78 18.8 17ERTICAI. MULLION GLAZING O GLAZMC PRODUCT PRODUCT � 2X MULLION CU 6063 -TS 1X MULLION CLIP BQ83-TS ANGLE CLIP 6083-T8 TYPICAL MULLON VINDOW WINDOW FRAME 2 X 6 ,TD. TUBI M I STANDARD TUBULAR SHAPES TYP. WALL o .125ALL ALLOY - 6063-T6 PRODUCT 4400 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL at^ 1 X 2 1.688• 1 X 3 1 X 4 2.688' 3.688' 2 X 4 3.688' 2 X 6 5,688' .1291.ODD SSE 312 1.000 1.900 .125 AGR •eee .125a2s 4400 ats 1.731 aom yWD 4.0003.625 3A00 2.688 1.000 teems ,tom tse 102 9 X 3 twee t.o62 1.082 1 X 4 STD, TUBE MULLION 1 X 3 CUSTOM MULLION STI. TUBE MULLION 1 X 3 8083 -Te CUSTOM MULLION 6063 -Te CUSTOM MULLION 8063 -TS 6083 -TB 4 4 6003 -Te 4 Ixx: 2,168 in! 4 Ixz: 4.709 in. Izx: 4.709 in. Ixx: 2.968 in. 3 Ixx: 2.218 in. 3 3 3 Sxx: 1.445 in. 3 Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. Sxx. 1.479 in. (FIANCE FRAME) (FLANGE FRAME) (FIN FRAME) .125 2 X 4 STD. TUBE MULLION 6083 -TB Izx: 7.649 0 Sxx: 3.825 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. PRODUCT RBVISBD ase mptyingwoBreIdllaft Building Cof Explt4tion DaDot�t4 �% Mlalyd RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPUlWCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. S STEP 2 USE APPRD O GLAZING PRODUCTS MEEMG ABOVE LOAD �o� v STEP 3 USE CONNECTION TO MULUON AS PER PROOUCT z�� gg a .z° rn O N APPROVAL. ra STEP SPECIFY Maximum SHIM SPACING. C7 E-of o CHARTS ON SIZE SELECT DssPEW OF 10omoN 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING M�gTHHAANLOAD ED SNUG INTO TUBE MULLIONS. W STEP I ABOVE. 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS INTO TUBE MULUONS, SEE OPTIONAL .STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECD•IED IN STEP I ABOVE. PRODUCT RBVISBD ase mptyingwoBreIdllaft Building Cof Explt4tion DaDot�t4 �% Mlalyd RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPUlWCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. S �e _eis y �o� v � z�� gg a .z° rn O N ✓� ra 1, u u Z C7 E-of o (Q O Q H � ? x J;i, STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width(w) MULLSPAN 1 X 3 IX4 2X4 I 2X6 Wldth w MULLSPAN 1X3 7X4 2X4 2X6 Width(w) MULLSPAN 1 X 3 1 X 4 2X4 I2X8 3` 18 150.0 1 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 24 150.0 950.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150A 150.0 30 26.4 67.4 83.2 150.0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 h n I 42 950.0 150.0 150.0 150.0 42 78.7 150.0 150.0 160.0 42 18.8 41.0 66.6 150.0 a m v w 48 38-318" 150.0 150.0 160.0 960.0 48 74414" 69.7 150.0 160.0 160.0 48 120" 16.5 35.8 58.3 148.7 cg O 64 150.0 160.0 150.0 150.0 64 62.0 134.6 150.0 150.0 1 64 31.8 51.8 133.1 0' a 60 160. 0 150.0 150.0 150.0 BO 55.8 121.2 150.0 150.0 BO 28.7 46.6 118.8 z 88 150.0 150.0 150.0 150.0 BB 50.7 110.1 150.0 150.0 BB - 281 42.4 108.9 z° z 72 150.0 150.0 160.0 150.0 72 48.5 101.0 150.0 150.0 72 - 23.9 38.9 88.8 W = A g 78 150.0 150.0 160,0 160.0 78 42.9 03.2 150.0 150.0 78 - 22.1 35.9 82.1 s a 18 150.0 150.0 150.0 150.0 18 128,4 150.0 160.0 150.0 18 33.1 71.8 916.8 150.0 5 � 9 1 24 150,0 150.0 150.0 160.0 24 98.3 150.0 150.0 150.0 24 24.8 63.9 87.8 150.0 30 150.0 150.0 150.0 160.0 30 77.1 160.0 150.0 150.0 30 18.9 43.1 70.1 150.0 W 150.0 150.0 150.0 760.0 36 64.2 138.6 150.0 150.0 36 16.6 35.8 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 1 42 30.8 50.0 128.5 v 48 60-5/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 1 48 132" - 27.0 43.8 112.5 �§ 64 150.0 150.0 150.0 150.0 64 42.8 83.0 150.0 150.0 54 24.0 38.9 100.0 p� a BO 160.0 150.0 750.0 150.0 60 38.5 83.7 135.8 150.0 60 21.6 35.0 90.0 l �y Be 147.7 150.0 150.0 160.0 66 35.0 76.1 123.6 150.0 66 18.6 31.8 81.8 o �s 0 72 135.3 150.0 150.0 150.0 72 32.1 89.7 113.3 160.0 72 18.0 28.2 76.0 78 124.9 160.0 150.0 150.0 78 28.6 64.4 104.8 750.0 78 - 16.6 28.9 69.2: W qac 18 160.0 150.0 950.0 150.0 18 86.0 160.0 150.0 150.0 18 25.6 55.4 88.9 150.0 a a pq 24 150.0 150.0 950.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 38 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36- 27.7 45.0 115.5 42 150.0 160.0 150.0 150.0 42 36.8 80.1 130.1 150.0 42 23.7 38.5 99.0 Q 48 67" 150.0 150.0 150.0 150.0 48 98" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.8 �l 84 137.0 150.0 950.0 160.0 6428.7 62.3 101.2 150.0 64 18.5 30.0 77.0 z BO 123.3 760.0 150.0 160.0 80 25.8 58.1 81.1 160.0 80 16.8 27.0 89.3 BS 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 68 16.1 24.5 63.0 o a 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - - 22.5 57.8 78 84.8 50.0 150.0 150.0 78 10.9 43.1 70.0 160.0 78 - - 2013 53.3 8 e I8 150.0 150.0 150.0 150.0 18 60A 131.2 150.0 150.0 78 22.6 48.0 79.6 150.0 « gg 24 150.0 150.0 150.0 150.0 24 45.3 88.4 150.0 160.0 24 16.9 36.7 59.7 150.0 S t 30 160.0 150.0 150.0 150.0 30 36.3 78.7 127.8 150.0 30 29,4 47.7 122.6 36 150.0 750.0 150.0 160.0 36 30.2 65.6 106.8 150.0 38 24.5 39.8 102.2 42 130.5 150.0 150.0 15010 42 25.8 66.2 91.4 150.0 42 - 21.0 34.1 87.8 d 48 63" 114.2 150.0 150.0 150.0 48 108" 22,7 48.2 78.0 150.0 48 160" 78.4 28.8 78.6 64 109.5 150.0 150.0 750.0 84 20.1 43.7 71.1 150.0 64 16.3 26.5 68.1 " z 80 81.3 150.0 66 160.0 150.0 BO 18.1 38.4 64.0 150,0 BO 23.9 61.3 12 83.0 150.0 150.0 150.0 BB 16.6 35.8 58,1 147.0 66 21.7 $5.7 72 78.1 142.4 160.0 160.0 72 15.1 32.6 53.3 134.8 72 - - 19.9 57.1 a 78 70.2 131.4 150.0 150.0 78 - 1 30.3_1 48.2 124.4 76 18.4 47.2 HORi20NTAl WA.UON ppppt B��OJ y; =T _ TYPICAL MULLION ARRANGEMENTS TS pp ®®a®4j "•••••..•�•�/©mmm ARCHES TO BE INSCRIBED o'® LL A;%ppp':q INSIDE RECTANGULAR SHAPE 4^ ��eVI� 0 pl. zd NOTE •:$ ilftil k Z: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REvUlSD VERTICALLY OR HORIZONTALLY. ascompl9t with do plot&Gwm PRODUCT GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) BuilAlbgCode i ®°•,��• o Aoceptm3w No � m •'• o PRODUCT PRODUCT Deo - /� � P •• , I w1 w2jlL---j I WIDTH (W) - w1 + W2 MULLION SPAN 2 PtaQaol A -VERTICAL NA1Lt �N Z cuzlNc clazwc � PRODUCT rRocucr � s 1 1 1/4" MIN. n1tmom 5/16' IAPCONS 5116. TAPCONS MIN. EDGE DIST, MIN. WOOD PENETRnTroN 2-3/16" CONCRETE OR 1-f/2° MW. WOOD PENETRATION � CLIP (1 ON EACH WWC) 1 PER ANGLE 4" OLLOW B CK 8/18• TAPCONS S/16` TAPCONS 1-3/4° MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY o 3/N" 4 PER CUP 12 ON EACH WINO) a PER ANGLE to tp N I I :t l M� • I 2E C -4 a t�WO {{ I I I 1 i e p v w z li ij z x a x t 2 7/18" Ii iI (i ii o z i FLOATING CLIP I1 II ALUM ARC Li ----MIN.- 11 11 t1 1I cD 2 d i z By 1 u u 1 gy +� ,I tx FLOATwa cLm , , ALMM WOOD BUCK i i i i ---- I VCOOD BUCK - i I i i z x z x t 8' 1 1 I I \ I I 1 1 U tl I 1 1 I 1 1 I 1 1 I I 1 1 1 1 1 _ 5/16° TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) z PER AN 1-1/2 MIN. WOOD PENErRATroN ANCHORS TYPE 'G' (INTO CONCRETE) ALL CU4 ANCHORS THRU 1X BUCK aPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK q Q � INTO TUBE MULLIONS. �dl o N 1 "x4" & 2`x4" MULL z , , TAPCONS MAY BE HEX OR FLAT HEAD. A MIN. EDGE DIST. )" ` n n 2-3/16" CONCRETE OR a 4" HOLLOW BLOCK 3/16' TAPCONB 5/16• TAPOONB $ H i T21 f-3/4' MW. EMBED WTO MASONRY 1-3/4' MIN. EMBED WTO MASONRY2 BY MOOD BUCK II II ALUMANDLE 2 PER CLIP (1 WJ FACH WINO) 1 PER ANGLE 1 I ALL CUPS AND ANGLES TO FIT SNUG • ' I '• " as .. INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. QI ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD �i i1 ii ii 1BY '�_; -------- '. / S/IB' TAPCONS N I I WOOD BUCK I' 1 1X FLOATING CLIP u I j ALUM ANGLE T/2' MW. WOOD PENETRATION 8/18' MTIOS \ U 4 PER CLIP 2 ON EACH WING t-1/2' MIN. WOOD PPNETRATKRJ ( ) a PER ANGLE I I I I 1 I ANCHORS TYPE 'C(INTO BLOCK) \Z NZ '• � t' M s ANCHORS TYPE 'F' (INTO CONCRETE) �9 �� WOOD am 1 I ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2 ANCHORS 1 I • f o 1 CON RETERORI6LOCKK oo�®�°.°."°°..'.; 1 11 e•®1;•� LL i1 11 FX2 s' e i •;$ (J1 CLIP II II ALUM p 1 P" u u / 1 PR0D=R6%WWsuit coft a p 14.. i i o i escomplg6tgWf�tth6Flo� i6 MIN. EDGE DIST. 5/16- TAPLIONS 2-3/16" CONCRETE DR 1-3/4" MIN. EMBED WTO MASONRY 4 HOLLOW BLOCK 2 PER CLP (14 jON EACH WING) 5116" TAPCONS 1-3/4* MIN. EMBED WTO MASONRY MIN. I PER ANGLE -5 CONCRETE'OOR R . li1 11 CONCRETE OR CEMENT BLOCK 11 it �l 1 2 --------- CEMENT BLOCK AUr - I I I FLOATING CLIP -1 ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION 2i 5/16- WCONS 1-3/4- MIN. EMBED WTO MASONRY 2 PER CLIP (I ON EACH WOO) MIN EDGE DIST, 1 2-3/li- CONCRETE OR 4" HOLLOW BLOCK 9 iz ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE V (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1'.4' & 2x4" MULL MULL T CLIP `5/16' wcoNS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WIND) ALL CLIPS AND ANGLES TO FIT SNUG 94 11 q.k INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR li TAPCONS WATER -WHITE METHACRYLATE tA0OUER. 1-3/4- MIN. EMBEDMASONRY 1 PER ANGLE 1wMaCTRWASM CIA 'c MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK 3 -3/4 - mi I 2X6 5/16' TAPCONS 1-3/4' AIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) CLIP LENGTH MULL "L" 2 X 4 3.688' 2X6 5.688' MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLP K 3-3/4' 5/15' WO MEED o, Mro MASONRY 4 PER CUP (2 ON EACH WING) Z 1 1 2X6 MULL 5/16- TAPCONS N WOOD ON = , 11 1-3/4* MIN. EMBED INTO MASONRY \ p 4 PER CLIP (2 ON EACH WING) ^ 2X8 MULL S/1V TAPOONS 1-3/4' MIN. EMBED INTO MASONRY + I I 1 3/,1• 4 PER CLIP (2 ON EACH MG) MIN. ----------------------------- 1 3/4" MIN. a 2X6 MULL CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' + MULL i \z 2x6 MULL W g ;• �1 GD - 3-3/4" ' f MIN. ANCHORS TYPE 'E' (INTO BLOCK) 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) 181' ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. WORD M= 4 ANCHORS THRU 1X BUCK ANCHORS TYPE 'H' (INTO CONCRETES CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE H BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2'X6' MULL SHOWN 2"X8" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. I/16" CONCRETE OR HOLLOW BL O K w. 1 12 -7/16^ 5/18" TAPOONS 1-3/4' MIN. EMBED INTO MASONRY 3-3/4- 4 TOTAL (2 ON EACH WING) MIN. 2x4 or 2x8 Mull I 1 LI zzAN1t OL� 4 1 • ALUM I I J A CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. EDGE DIST. CONCRETE OR OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH LOCATION OF SCREWS CONNECTINGW,5 °L" I X 2 1.688' ANGLES TO TUBES WHERE ANGLESARE 2.688' 1 X 4 3.688' 2 X 4 NOT FIT SNUG INTO TUBEMULLIONS.5/16• 2 X 6 5.688• TAPODNS A14 N1-3/4' MIN. EMBED WTO MASONRY 4 PCR AN2 PER ANGLEI 2 X 2 X 1/8• ALUM ANGLE ( i .. .. ;.. OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL °L" I X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688• 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 't' TO VERIFY CAPACITY OF CONNECTION M20DUCEB as cuu*ykm uddftCod ALL CLIPS AND ANGLES TO FIT SNUG r3Amptowt INTO TUBE MULLIONS.13xplratia�nD TAPCONS MAY BE HEX OR FLAT HEAD. �z ' 1 O itt1 r ANctpRand sUesTRATE TYPES and SUBSTRATE A BCDFGH ANCHOR TYPES and SUB37RATE IV18.BkBikBk TYPES CmcCm4 OwlsMJ.58 e Wdth M+mm A B C D E F G H I WdIh M9(on 1501W B C D E F G H I Wdih Idulion 69 es e7 129 108 1447724 Mi eaen 48 65 83 111 62 93 124 BB21 Bk ODnc MI. VW Nd BUc Bk Bk Cmc Cam Cw>r MJ i8 97 1W 160 1W 1W 1W 150 1W 160 1W 18 91 960 160 1W 1W 150 1W 1W 1W . 18 3135637039 59794273 p 24 132 1W tW 9W 1W 150 1W 160 1W 24 88 138 1W 1W 9W 160 1W 1W 1W 24 1311W 1W 140� 77 8B132150ffi148 e O 30 39 145 160 1W 1W 1W 1W 1W 1W 1W 3D 64 109 125 1W 1W 140 1W 1W 1W 30 78 101b3 85 112 W1838 44 88 04 h 38 � Be 1W 1W 1W 9W 150 1W 1W 1W 38 46 81 104 1W 1W 117 9W 1W 126 28 32 48 843B b4 n9813 282944b833488635 p 42 76 1W 1W 1W 1W 150 1W 1W 1W 42 39 78 89 134 1W 100 1W 1W 107 42 iil c z o 48 38318 88 132 1W 1W iW 7W 760 tW 1W 48 74'114 34 BB 78 tie 9W 87 132 1W 93 48 1� 103 661836 40 81 87 45 88 o 4818 94 31 69 117 135 iW 1W 150 1W 1W 1W 64 30 W 70 105 139 78 117 1W 83 84 88 33 48 88�1223 27 40 64 D 48 W �1122 W 105 121 iW 1W 136 1W 1W 145 80 27 64 63 04 125 A 105 140 75 80 118 1W 87 130 1W 9327 84 82 w v � 88 104 48 88 110 7W 150 123 1W 1W 132 60 26 49 57 88 114 W 88 127 68 88 34 38 be 77 49� 87 46 18 Z o y M 80 44 B8 101 1W 1W 173 1W 7W 121 72 23 46 52 78 104 63 88 117 82 M c c Z L 0 78 41 61 93 140 1W 104 1W ' 1W 111 78 21 42 48 M 98 84 61 108 68 78 $ 06 o 78 24 133 100 1W 1W 1W 7W tW 1W tW 1W 150 1W 1W 1W 1W 1W 1W 1W 18 24 80 W 1W 120 1W 138 1W 1W 7W 1W 1W 1W tW 1W iW 1W 1W 1W 18 24 I r 30 W 1W 1W 1W 1W 1W 1W 1W 1W 30 AB 98 911 1W 1W 124 1W 1W 132 30 „�, 30 87 133 1W 1W 1W 160 1W 1W 1W 38 40 W 92 139 1W 103 1W 1W 110 s� 42 67 114 131 1W 1W 147 1W 1W 1W 42 34 69 79 110 1W 68 133 1W 94 42 48 SD66 W 10D 115 1W 1W 128 1W 1W 137 48 84 W W 69 104 138 77 116 1W 83 48 132 64 44 89 102 1W 1W 114 160 1W 122 64 27 63 81 92 123 W 103 737 73 84 W 40 8D 92 13B 1W 103 150 1W 110 W 24 48 55 83 111 82 93 124 65 W yUy H 0. 88 38 73 83 128 1W ffi 140 180 100 86 22 44 W 78 101 53 86 112 W 88 ~ M 33 67 78 115 1W 85 120 1W 91 M 20 40 48 69 92 62 78 103 55 n 78 31 61 71 108 141 79 178 1W 84 78 18 37 43 64 86 48 72 06 61 78 jp p d 18 118 1W 1W 1W 1W 1 1W iW 1W 18 70 143 1W 1W 1W iW 1W 1W iW 18 G 24 89 160 1W 160 1W 1W 1W 7W 1W 24 53 105 121 1W 1W 135 1W 1W 146 24 NWN t 30 71 142 1W 1W 1W 1W 1W 1W 1W 30 42 84 07 148 1W 108 1W iW 118 30 W 42 69 51 118 101 138 116 1W 1W 1W 1W 7W 13D 1W 1W 1W 1W 1W 139 38 42 35 W 70 W 81 69 121 104 1W 138 W 77 138 116 1W 1W 98 83 42 H a 4 48 94 67 44 38 60 79 902 91 1W 138 1W 1W 174 101 1W 1W 1W 1W 122 108 48 54 28 23 33 47 81 64 87 81 127 108 W W 102 90 136 120 n 48 144 84 84 t) 80 36 71 82 123 1W 91 137 9W 97 BO 21 42 48 73 87 87 81 10B 68 80 88 32 84 74 711 148 E3 12b 1W 89 BB 19 38 44 88 Be 49 74 Be 83 68 M 30 W 88 102 198 78 714 1W 81 72 18 35 40 87 89 46 88 80 48 M 78 27 65 W 04 125 M 105 140 75 78 18 32 37 W 74 42 63 83 46 78 18 107 1W 1W 1W 1W 1W i6D 1W 1W 19 62 726 143 1W 1W 1W 1W 1W 1W 78 21 W 1W 1W 9W 1W 1W 1W 1W 760 24 47 94 108 1W 1W 120 1W 1W 120 24 30 84 928 148 1W 1W 1W 1W 1W 1W 3D 37 75 W 120 1W 95 148 1W 103 W $ & 36 63 1W 123 1W 1W 137 1W 1W 147 38 31 82 n 108 143 OD 121 1W 86 38 a 'Y 42 48 92 105 1W 1W 118 1W 1W 128 42 27 53 61 92 123 6.9 103 137 73 42 48 63 40 W 92 139 1W 103 1W 1W 910 48 108 23 47 54 81 108 W 90 120 84 48 15D 54 38 71 82 123 1W M 138 1W 98 54 21 42 48 n 7I8 57 W 107 67 84 W 32 64 74 117 147 82 124 iW 88 W 19 37 43 65 88 48 72 98 61 80 88 28 58 87 701 134 75 113 1W 80 W 17 34 38 58 78 44 68 87 47 88 12 24 A2438 W 31 47 83 34 M 27 63 01 92 123 83 103 137 73 M 98 31 38 64 72 4D 60 W 49 n 11 22 62 29 43 88 31 78 49 67 86 173 63 &5 127 88 78 14 28 33 W W 37 66 74 40 78 10 21 48 27 40 53 28�hDR/CUPANCHOR/ ANCHOR CLIP NOTES1nlRtzceTal eeuwoa"cLnzwD k;._V6NTI� :' PRODUCT �� $ LS AND NOTES. 2. REFER TO CHARTS AOVE FOR MAXa DESGN PRESSURE GLAZING OIAZwc d 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN ee�•;•••�3�;�0 PROQUCT THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.PRODUCT P T T�uCLAMmcT s 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERIn LOCATIONS AT HEAD, SILL OR JAMB ENDS. PROAUCTREVISEDIwc1DR/ ' an1cRDR/cur 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. o �vbhu�Ftarlde 0,Atenao 7 ••......••• HORIZONIAL MULLIONSPANCLIP ARRANGEMENTS ANctpRand sUesTRATE A BCDFGH IV18.BkBikBk CmcCm4 OwlsMJ.58 192729 1W 1W 144 1W 1W iW42 84 97 948 1W 188 1501W 1183487 7T 118 1W 87 930 1W8328 69 es e7 129 72 108 1447724 48 65 83 111 62 93 124 BB21 424873 97 b981 10B6899 37 430b88� n es 6117 3439 68 77 43�874815 3135637039 59794273 283D 46 80 33 W 873861 102 917 1W1W 1311W 1W 140� 77 8B132150ffi148 1W 106 39 817010B41118 1W 8428 51 60 88 it7 88 W 1317022 44W 78 101b3 85 112 W1838 44 88 88� 74 � 53 17 34 38 6e784488 87471b 31 3589 TO 3959 79 4214 28 32 48 843B b4 n9813 282944b833488635 12242741813048893247941081W1WTLO1W1W1�35TO811211WW9301W8028 W 86 6/ 129 72 109 144 7723 47 64 81 909 W 90 120 8420 40 48 899252 78 103 661836 40 81 87 45 88 W 4818 31 98 64 nW 80 8043a32 49 8838 54 n3913 28 29 44 88 33 48 88�1223 27 40 64 3D 48 80 �1122 26 37 W Za 423046 80 103 150 1W 116 1W 1W1T334 8777 118 1W 87 130 1W 9327 84 82 83 124 E3 104 13822 45 b2 78 103 88 67 115 8218 38 44 87 98 4874 W 5377 34 38 be 77 49� 87 46 18 30 80 38 68 77 41 13 27 82 35 82 89 37 MIAMI- QADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gavfeconomy 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 "La Porte" 81-0" Outswing Glazed-AluminumFrench 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 "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County.Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0127.23 and consists of this page t 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. M�AMI NTY NOA No. 13-0328.11 t C Expiration Date: June 05, 2018 .-' Approval Date: June 06, 2013 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 witb the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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 24113.2.1 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 TO95 and HETI42--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, . E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 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. i, 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 tinder 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. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. F. STATEMENTS 1. 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. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CowiNUED) 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- 092645, 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-04-18968, HETI-04-1377, HETI-02-T095, HETI-02-T090, HETI-02-1253, HETI-021726, 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 03108/04, 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. 124127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 04/05/12 and expiring on 06/05/13. Jaime D Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 1 5' T Sioleiite '1 5• BILL OF MATERIALS M4x ITRM 0 DRIf'0 # PART / RE D. DESCRIPTION REMARKS 1 L-901 Ll1-098 I FRAME HEAD 6063 -TS ALUM" e L-902 LII -097 I FRAME SILL 6063-T6 ALUMINUM 3 L-903 LLI-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063 -TS ALUMINUM 5 L-906 1.11-092 2 x Panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 Lil-091 I x panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 LII -094 I x panel L13CK STILE 6063-T6 ALUMU M B L-909 LI1-095 2 x POnel TOP & BOTTOM RAIL ADAPTER 606345 ALUMINUM 9 L-911 1.11-085 AS RE9'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063 -TS ALUMINUM 10 L-912 1.11-087 AS REG'D 1/4 ROUND ALUM, BEAD - 3/8• 6063-T5 ALUMINUM I1 FD -624-e L-9118 2 x panel HINGE LEAF ASSEMBLY 6063-175 ALUMINUM 12 VVS-001 TP 3286 AS REWM Bulb Vinyl Vts'p.-Tenn Plastics, Inc. See Material Composition at Sheet 13 PVS-001 ■ AS REOD. WTS'P. 8 TUP/BOTT. RAILS Schlegel FS - .187'v. X .210•h. 14 PVS-002 v AS REDD. VTS'P. 2 FRAME HEAD 6 JAMB Schlegel PB - .187'v. X .330'h 15 L-910 LII -089 2 x ponel STRIKER MOUNTING PLATE 6063 -TS ALUMINUM 16 FO -619 FD -619-1 2 x panel STRIXER PLATE 6063 -TS ALUMINUM 17 FO -631 1.11-086 AS RECD. GLAZING ADAPTER 6063-76 ALUMINUM 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT (e TIIP & BOTTOM OF LOCK STILE) 19 F0421-2 HC -024/02$ 1 SET DDDR LOCK / DEAD BOLT SET KWIKSET - Series 6907 COMBO 20 FD -621-2 NC -024/025 i SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series -FB= COMM 21 FD -621-2 HC -024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 e. FS -0.95 AS REWIL Prone Install Sce_v - Head 5/16•- TAPCON ( See Notes) 23 - v FS -035 AS REUT, Frone lnstas. Scree- Jonb/S01 5/161- TAPCON (See Notes) 24 x FS -026 8 FRAME ASSEMBLY SCREW 012 X 3/4• PA -PHI. 25 ■ FS -Ole AS REO'D. JAMB ADAPTER SCREW BIO X 3/4• PH -PHI. 26 F6-634 LII -171 AS REWIL 1/4 ROUND ALUM. BEAD - 11/16• 6063-15 ALUMINUM 27 ■ FS -043 B GLAZING ADAPT. ATTACH SCREW 48 X 1 1/4' FH -PHI. 28 x FS -049 2/Panel Double Raft Assembly Screv 3/8•x2 1/4' Hex Scree 6 Nut 29 x ■ AS REQ'D. NEUTRAL CURE SILICONE Schnee-Noreheod SM -573{ 30 x ■ AS REWIX NEUTRAL CURE. SILICONE Dov Corning 899 ' 31 x x AS REWD. NEUTRAL CURE SILICONE Trenco S-500 32 x x AS REWD, Lordnat.d Glass see Pg. 5 Dupont Sentry Gloss Plus 33 ■ x AS REWIL Laminated Glass see Pg. 5 Dupont - PVB 34 ■ x AS REO'A LonNrated Gloss we Pg. S Safle■ - PVB 35 ■ FMC -002 2Monel PANEL ASSY ALUM. PLATE I I/2'. 2'x 1/8• (6063 -TS ALUM) 36 x HC -004 2/Ponel Panel ASWy Full Lenght Rod 3/8'Dio: 20D Rod, Plate, Flange Nut 37 x FS -011 8 HINGE ATTACHMENT SCREW 010 X 3, 38 ■ FS -044 12 SIDELITE ATTACHMENT SCREW 010 X 1' PH/PHIL. - (17' OC HMO 39 NC -006 kVMOBGII 6/Jonb 1/e' Dia. NOW Plug - Nylon 6-6 HICRUPLASTICS - Rock -11 H-79 40 NC -007 1`087851 2/Panel 7/B' Dia. Note Plug - Nyton 6-6 HICROPLASTICS - Rock■eU N-79 41 r HC^010 1/BOLT FLUSH HOLT Sill Plug - Nyton 6-6 SUNCOPLASTICS Inc. Rackvell M-79 42 L-913 LII -086 AS REWIL 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 x ■ AS REG -11. INT FALSE APPLIED MUNTIN L25' X 422' STOCK ALUMINUM 44 L-915 FD -623 AS REWIX FRAME HEAD SHEAR PLATE 6063 -TS ALUMINUM - 4' tang 45 L-916 LII-tl7 AS REG'D. FRAME LOW SILL - OPTIONAL 6063 -TS ALUMINUM 46 FO -635 HC -050 1 TWD -POINT FLUSHBDLT LUCK UPTIO14AL ( FOR +/- 764 psf DM 97 FD -62b F.D-626-7 2/Panel (LUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x I 1/2•z II8' Alun. 6063-T5 48 FO -627 FO -627-1 2/Pnnet 2 -Print Loch Bolt Guide ANGLE 3•x 3'x 1 l/2'x SIH' Alun 6063-T5 49 ■ ■ AS nG'A Joint Sealant- White Colored 'Purvis Ca' Super Seal 50 FD -638 MC- 1 SET LUCK ACTIVE HANDLE 6 TRIMSET ASHLAND DV5261A-A 51 FD -637 HC- I SET MULTI -POINT LUCK ACTIVE ASHLAND DW5110-STACT5 SE FO -640 HC- 1 SET LOCI( PASSIVE HANDLE &TRIMSET ASHLAND p175201A-P 53 FD -639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND DW5110-STPAS4 54 FD -641 HC- e x Pane Multi -Point Lock Bolt Glade NYLON 6-6 Rockxeil M scale 79 55 x FS- 4/Guide Bolt Guide Attachnent Fastener sb x 1/2' P.H/Px[L 56 FD -642 HC- 1 x Lack Lock Top Mount Adopter NYLON ADAPTER 57 FD -b43 HC- 1 x Lock 11 ock Bottom Mount Atlapter ION ADAPTER 1 5' T Sioleiite '1 5• 145 1/2' M4x Unit Width Swing 25' Max. DLEI Width Pone( Width C 33 13/16' max. > p pa0optanco P Width C 35 3/16' max. ) 8). QUALIFtEB SINGLE OR DOUBLE BOTTOM RAILS 8. MAX. DAYLITE OPENING WIDTH = 25" not required or opening is protected by overhang ratio greater than one. 8 e0 Famed Syr DatMatr Nelson e(•a:a OL1 l L "0 C OMD O Soaks n.t.e. ^ ) I£ h ng 16 IERWE B�, )AY SHEET T 3 M y J / J Active Inactive A ss y � x b = P s y y J le 20 91 6 1/2' dead -belt d `> a>< Sidelite N- Ar SHEET- - uem nRe7S8 �4 6' 13 1/e' 6• 6' 6•6• 6_ ANCHOR NOTES: 5 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCA TONS. (at stdelite) 3/4 le 374• 4 Gan�awx. of a active eO /e oe 4 I 19 1/8• 4 on. o inacxf v. . 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS 3. SAME ANCHOR SPACING ® FRAME HEAD & SILL - par "OXXO" EXTERIOR panel> ELEVATION 1 5' T Re sed t Notes, o comply Revised to comply w/ 1+SC9004 -11/01/06 '1 5• 11)'l� FIBS SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). ARE NOT PART OF THIS APPROVAL NOTES: PRODUCT 15 DESIGNED AS PER 2010 FLORIDA BUBDD(C CODE. 25' Max. DLEI Width MacomPlY�eavUh/b0p1a1de 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF I: pa0optanco C2 8). QUALIFtEB SINGLE OR DOUBLE BOTTOM RAILS 8. MAX. DAYLITE OPENING WIDTH = 25" not required or opening is protected by overhang ratio greater than one. LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL e0 Famed Syr DatMatr Nelson e(•a:a OL1 l L "0 C OMD O Soaks n.t.e. ^ ) I£ T 1 5' T REQUIRED Re sed t Notes, o comply Revised to comply w/ 1+SC9004 -11/01/06 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 11)'l� FIBS SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). ARE NOT PART OF THIS APPROVAL NOTES: PRODUCT 15 DESIGNED AS PER 2010 FLORIDA BUBDD(C CODE. E). QUALIFIES UNITE WITH AND WITHOUT /4-h.SIDELOX 9). MAIL FRAME SIZE 146 l/2"w. X 96 3/4"h. OXXO MacomPlY�eavUh/b0p1a1de 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF 4)). EXT & INT PAUSE COLONIAL MUNTIN APPLIED T//SILICONE. pa0optanco THE Fec 2010 CODE. 3). THE BUCKS BY O7HFRS, MUST 8E ANCHORED PROPERLY TO TRANSFER 8). QUALIFtEB SINGLE OR DOUBLE BOTTOM RAILS 8. MAX. DAYLITE OPENING WIDTH = 25" not required or opening is protected by overhang ratio greater than one. LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" Famed Syr DatMatr Nelson e(•a:a OL1 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 8). SEE ELEVATION AT SHEET IofO FOR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES Soaks n.t.e. 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTAUATION FASTENERS TYPE. REQUIRED Re sed t Notes, o comply Revised to comply w/ 1+SC9004 -11/01/06 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 5 t: ARE NOT PART OF THIS APPROVAL PROAl1CT'RBNHWBO LIMITATIONS: MacomPlY�eavUh/b0p1a1de 1). MAX. OP - t86 PSF W/ (4) Surface Bolts & Gloss Types A, 8, C & D. Building Com s I{ (SEE LOCATION DETAILS ® SHEET 3 OF 8 tt pa0optanco �� 2) . MAX. OP = *76 PSF W/ 2 -Point Lock active)+ (2) Surface Bons of kwcrwe 3). MAX. DP o t76 PSF W/ Flat Sill & must be used share water Infiltration is _ not required or opening is protected by overhang ratio greater than one. Revised to comply w/ 9610 PRD 4). MAX. OP - ±86 PSF W/ MuIS-Point Lock (1-ocRve)+(1-possW) at Inactive �) r, Re sed t Notes, o comply Revised to comply w/ 1+SC9004 -11/01/06 8501 NW 90th St. �� $y y �^p 5 t: Revised to comply w/ FBC9007 & added �(�// y®fid MEDLEY, FLORIDA 33166 yDI/RE/IOS ,. Insulated Glass S, TMC. (305) 696-8660 Ashland Mult-Point Lock Ol/27/11 NANIYFFACtNRSN OF gOALtFY ALON/NNN MINIONS AND GLASS DOORS on- a— Pm( M_ PYat C-46-ir Sakr/Yed�4 Ar"u 8At14 NOA APPROVAL IMPACT iREHCH 0008 I OF 6 Revised to comply w/ 9610 PRD �,, 1 ` e` I,1 r.; a Famed Syr DatMatr Nelson e(•a:a OL1 »f/97�t La Porte"Impactrr French Out—Swing Door ^ ti C1 Nelson E. Ot 90/19 09 ;_. 2 7'.2i Soaks n.t.e. Wj Nwntrn s+ow6,P AwxHm AMrba Atwe Fo-2003 TIO 7/8• Max UAt Width SwingP"Te Po35 /1 Width *f8 PANEL IIDTH/H"OHT ACTBAL $168 (INCHES) Ssing fflTAMUr Ponet 5II1W A < 3 s C 33P 3%16 Wrxi� A C 35x3/16 Wnox. DP I PSP ) GIA83 04185 GLABB TYPE "B' TYPE "C" TYPE W f/ -(PSP) +/-(p8p} +/-(PSP) SUER • HEIGHT • 10 1/4' 16 1/4' 22 1/4• 28 1/4• 301/4• 34 1/4' 25• *6 t � 11 11 3/16• I I !76.0 Mox.11OLD id _ 5 !860 17 3/16' ±764 176.0 ±76.0 !I� ' D II ±760 II ury Hox. DL V6I 1 II / 4!$ >i o !86.0 II, I A%/ 1760 Inactiv�{e 1.760 M +760 LA1•i +76.0 6 +06.0 29 3/16• !76.0 !760 pp 6 +860 31 3116•+76.0 !76.0 ''IIH I` ' I�� U Acylka > x =P > x 4 II II II it II GttVe 1 I a :a B p d ACLive f KRII AT EEE T "0X0" ELEVATION LJ U 74 1/Z' Hox UAt Width 38 518' M4x _ 38 S/8• No UAt Ve/W UNt VHth te :1 �TERNATE 80LT 3EBNIITE [i LT Ponelel6' A of 8 AT SHEET } B A 41EE < 33 13/16• nx. _ 73 5116• Nax U111 11111h PANEL IIDTH/H"OHT ACTBAL $168 (INCHES) Ssing fflTAMUr Ponet 5II1W A < 3 s C 33P 3%16 Wrxi� A C 35x3/16 Wnox. DP I PSP ) GIA83 04185 GLABB TYPE "B' TYPE "C" TYPE W f/ -(PSP) +/-(p8p} +/-(PSP) SUER • HEIGHT • 10 1/4' 16 1/4' 22 1/4• 28 1/4• 301/4• 34 1/4' r �o *6 t � 11 11 3/16• I I !76.0 +76.0 _ 5 !860 17 3/16' ±764 176.0 ±76.0 5 ±86.0 23 3/16• +760 ±76.0 ' 5 !e60 29 3/16• !760 +760 ±760 x Al mu ury Hox. DL V6I 1 II B R 4!$ >i o !86.0 II, I A%/ 1760 Inactiv�{e 1.760 M +760 6 186.0 23 3/I6• 1760 !76A +76.0 6 +06.0 29 3/16• !76.0 !760 !76.0 6 +860 31 3116•+76.0 !76.0 !76.0 I` ' I�� B x =P > x 4 II II II it LJ U 74 1/Z' Hox UAt Width 38 518' M4x _ 38 S/8• No UAt Ve/W UNt VHth te :1 �TERNATE 80LT 3EBNIITE [i LT Ponelel6' A of 8 AT SHEET } B A 41EE < 33 13/16• nx. _ 1 1 Vl N sg F/ j V I s's � , II 3 fl G�>t I a G� �', 3 :rM 0.E Act/3ve G v„ aX X II I G au�g 8pL � � v /�,SEEvpL E Hp• f -�— ol �AT SHEET T ��LT - OPTIONS ��SHEEf LT I "XX" ELEVATION "OX" ELEVATION o16 _X—ELEVATION } oI B "0" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION - VIEIYED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ApN�O��AREpAVAIIApS�tt. AS OPTIONAL. 3 OR DOU6LE 80TTOM L&X SINGLE BOTTOM RAR 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. 145 I/E• Row UAt Width PANEL IIDTH/H"OHT ACTBAL $168 (INCHES) I Max. DL 3 Vldt C 33P 3%16 Wrxi� A C 35x3/16 Wnox. DP I PSP ) GIA83 04185 GLABB TYPE "B' TYPE "C" TYPE W f/ -(PSP) +/-(p8p} +/-(PSP) SUER • HEIGHT • 10 1/4' 16 1/4' 22 1/4• 28 1/4• 301/4• 34 1/4' r �o 5 � 11 11 3/16• I� t( !76.0 +76.0 _ 5 !860 17 3/16' ±764 176.0 ±76.0 5 ±86.0 23 3/16• +760 ±76.0 Acjlva 5 !e60 29 3/16• !760 +760 ±760 S 1 t860 31 3/16• 1760 1760 ury Hox. DL V6I 1 10 1/4• 161/4' 22 1/4• 28 1/4' 30 1/4' 34 1/4-1 B R 6 !86.0 1 1 Vl N sg F/ j V I s's � , II 3 fl G�>t I a G� �', 3 :rM 0.E Act/3ve G v„ aX X II I G au�g 8pL � � v /�,SEEvpL E Hp• f -�— ol �AT SHEET T ��LT - OPTIONS ��SHEEf LT I "XX" ELEVATION "OX" ELEVATION o16 _X—ELEVATION } oI B "0" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION - VIEIYED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ApN�O��AREpAVAIIApS�tt. AS OPTIONAL. 3 OR DOU6LE 80TTOM L&X SINGLE BOTTOM RAR 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. SEE ALTERNATE ET }0 .TIW6 AT SHEET "QXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET $ OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. gFASTIM 7 RF 6 FOR INSTALLATION V aveCTRONEINM ytrG tkovrDD Ptwids p ggI,E BMfIdNeCJdo ^®I�TOH AecepteElceNo I S— ® $. � Z - A$ J. 8 __ Mimni178dePT ConnG1�`3 •E`.' •;'r'� m Ravtsed•to comply a/ FBCE004 -I Revised to comply W/ FBCEQO7 & 55225t Insulated Olen 01/22/10 land Halt -Paint Look 01/87/11 7RE vteed to eamply W/ 2010 FOC E CIF . r i . <Ct; R'Oliid �1P Matson Eraro i a `\'' $ a,Awx ew _ ••,t3�'s Neleon Ereao "LaPorte" IMPACT FRENCH OUTSHING DOOR - DESIGN LOAD CHART 145 I/E• Row UAt Width PANEL IIDTH/H"OHT ACTBAL $168 (INCHES) SEEALTERNATE BOLT SldeUte 3P41TN8 AT SHEET STring DP G1A88 TYPE "A" ME "E" +/-(PSF) C 33P 3%16 Wrxi� A C 35x3/16 Wnox. DP I PSP ) GIA83 04185 GLABB TYPE "B' TYPE "C" TYPE W f/ -(PSP) +/-(p8p} +/-(PSP) SUER • HEIGHT • 10 1/4' 16 1/4' 22 1/4• 28 1/4• 301/4• 34 1/4' 77' x(5) 5 •86.0 11 3/16• +76-0 !76.0 +76.0 _ 5 !860 17 3/16' ±764 176.0 ±76.0 5 ±86.0 23 3/16• +760 ±76.0 +760 5 !e60 29 3/16• !760 +760 ±760 S 1 t860 31 3/16• 1760 1760 *76.0 Hox. DL V6I 1760 10 1/4• 161/4' 22 1/4• 28 1/4' 30 1/4' 34 1/4-1 93' xt6> 6 !86.0 It 3/161 1760 ±760 1.760 6 1860 17 3/l6' +76A +760 +760 6 186.0 23 3/I6• 1760 !76A +76.0 6 +06.0 29 3/16• !76.0 !760 !76.0 6 +860 31 3116•+76.0 !76.0 !76.0 6 1660 35 3/16• +760 +760 +7&D x =P > x 4 II II II it II GttVe I a :a p d ACLive u n � � rI uI I B SEE ALTERNATE ET }0 .TIW6 AT SHEET "QXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET $ OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. gFASTIM 7 RF 6 FOR INSTALLATION V aveCTRONEINM ytrG tkovrDD Ptwids p ggI,E BMfIdNeCJdo ^®I�TOH AecepteElceNo I S— ® $. � Z - A$ J. 8 __ Mimni178dePT ConnG1�`3 •E`.' •;'r'� m Ravtsed•to comply a/ FBCE004 -I Revised to comply W/ FBCEQO7 & 55225t Insulated Olen 01/22/10 land Halt -Paint Look 01/87/11 7RE vteed to eamply W/ 2010 FOC E CIF . r i . <Ct; R'Oliid �1P Matson Eraro i a `\'' $ a,Awx ew _ ••,t3�'s Neleon Ereao "LaPorte" IMPACT FRENCH OUTSHING DOOR - DESIGN LOAD CHART PANEL IIDTH/H"OHT ACTBAL $168 (INCHES) HUHBBR OP CRONE /SAM DP G1A88 TYPE "A" ME "E" +/-(PSF) PANEL WIDTH ACTUAL 5166 (INCHES) WIDTH • DP I PSP ) GIA83 04185 GLABB TYPE "B' TYPE "C" TYPE W f/ -(PSP) +/-(p8p} +/-(PSP) SUER • HEIGHT • 10 1/4' 16 1/4' 22 1/4• 28 1/4• 301/4• 34 1/4' 77' x(5) 5 •86.0 11 3/16• +76-0 !76.0 +76.0 _ 5 !860 17 3/16' ±764 176.0 ±76.0 5 ±86.0 23 3/16• +760 ±76.0 +760 5 !e60 29 3/16• !760 +760 ±760 S 1 t860 31 3/16• 1760 1760 *76.0 6 1 +e60 35 3/16• 1760 !760 1760 10 1/4• 161/4' 22 1/4• 28 1/4' 30 1/4' 34 1/4-1 93' xt6> 6 !86.0 It 3/161 1760 ±760 1.760 6 1860 17 3/l6' +76A +760 +760 6 186.0 23 3/I6• 1760 !76A +76.0 6 +06.0 29 3/16• !76.0 !760 !76.0 6 +860 31 3116•+76.0 !76.0 !76.0 6 1660 35 3/16• +760 +760 +7&D u —1 x Arrwuue e"vomxe rex ouumxu woe. • 0 PARENTHESIS INOMATES ► OF ANCHM AT FRAME JAMB, L S 0 v MEDLEY.WFLORIDAt 1R. 9 Y33166 ,I a V s I I✓ I rT C. (305) 696-6660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CRASS DOOR& DA APPROVAL 1 IMPACT IFRFNCM DOOR 1 1 3 OF 6 "La Porte" Impact" French Out—Swing Door FO -2003 5/16* TAPCON W ANCHOR NOTES 1. SEE ELEVATION AT SHEET I OF 6 FOR a" ANCHOR O.C. MAX SPACING AND LOCATIONS. ,W' MIN EMBED. NOTES BELOW FOR SPACING) 44dd TAPCDN WZ 1 1/2, 1, N R . (P.T.) WOOD BUCK INTERIOR SIDE MAR Mi (SEE NOTERVEQUEFOR SPACING) 1/4' MAX SHIM TYP. beef a Pro& 3 INTERIOR -SIDE. A 7 LOCK STILE 3 4 JAMB MULLION 20 21 15 16 MULLION JAMB i- -.1 h1h imiEl BOTTOM RAJ 38 6 Active 46 7 inactive 6 6 17 6 38 TWO-POINT LOCK LIMITATIONS: DOORS L SIDELITES WITH THIS SILL TO BE 95 1/4* MAX. FRAME HEIGNI 27 12 9 THIS TYPE OF SILL IS LIMITED TO +/- 760 p.F DESIGN LOAD AND Surface Bolts & Glass Types A. 8, At C. 12 12 2 2). MAX. DP - *76 PSF W/ 2 -Paint EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR RMF 33 17 Notest Sidetite to comply s/ FOC2004 -11/01/05 t 1.1e. ION IEDGE DIS r TYP MEDLEY, FLORIDA 33166 1 Class 01/a/lo xWC. ) (305) 696-8660 Mutt -Point Look 01/27/11 MANOPACIVARN OF QVAUTY AWNINUM WINDOWS AND CLASS BOB$ to comply W/ 2010 FBC DLO Width JPure ROA APPROVAL i, OF Net. Erato j,o,tr2?'*71`t "La Porte" Impact" French Out—Swing Door Net.. E,...1'0'1'120/12 17Ig 10 62 9 9 10 _TY Panel Width14 @EXTERIOR __� 0 14 14 1/4 • Zm 1 MINP EMBED SIDE " @) MAX @ UNITOXXO WIDTH MIN EMBE CTYP.) to Active INMOR $MR Inactive INTERIOR SIDE Iruxctive MITERMIR SIDE @ E3 L__J L J LOCK STILES WITH FLUSH HOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE kZ2 I - I SILL 2- - sill height R. HIM Emlli� 5/16' TAPCIIN W/ TIP ISK'AS FOR SPACING) OPTIONAL - DOUBLE HMO RAIL DETAIL TWO -1,01 MULTI -POINT VAX OP - *76 PSF MAX OP - *88 PSF OPTIONAL LOCK DETAILS n.t.s. I---- -_ I— — FO -2003 ANCHOR NOTES 1. SEE ELEVATION AT SHEET I OF 6 FOR a" ANCHOR O.C. MAX SPACING AND LOCATIONS. 2. ?a.T;W&EST W&.6 FOR tMALLAMON 44dd 1, N ....... N,*0, Active Inactive MAR Mi LTE_ n.t.s. I---- -_ I— — FO -2003 ANCHOR NOTES 1. SEE ELEVATION AT SHEET I OF 6 FOR a" ANCHOR O.C. MAX SPACING AND LOCATIONS. 2. ?a.T;W&EST W&.6 FOR tMALLAMON PRODUICTRONEWIRD aemplying whh the Flo" Active Inactive OPTIONAL HOLT 0 TOP RAIL CoI beef a Pro& Active Inactive INTERIOR -SIDE. A /4 n13 45 OPTIONAL SILL i- -.1 h1h imiEl BOTTOM RAJ 5/16' TAPC13N W/ TYP I W2• MIN EMBED. (SEE NOTES BELOW FOR ING) C �MTA r! HOMING LGCATIGM FLUSH DOLT & 0) FIAT BILL NOT 23 TWO-POINT LOCK LIMITATIONS: DOORS L SIDELITES WITH THIS SILL TO BE 95 1/4* MAX. FRAME HEIGNI 1). MAX. DIP - :E86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 760 p.F DESIGN LOAD AND Surface Bolts & Glass Types A. 8, At C. MUST BE USED WHERE WATER INFILTRATION IS NOT REMEDIED OR THE 2). MAX. DP - *76 PSF W/ 2 -Paint EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR RMF Lock (active)+(2) Surface Bolts 0 Inactive U=rANGTH EGRE THAN ORTEDCOLIAL TO THE HEIGHT OF THE WALL IS LOCA. DOTR Notest 8501 NW 90th St LA WS ON to comply s/ FOC2004 -11/01/05 to "reply W/ "Cow & add" MEDLEY, FLORIDA 33166 1 Class 01/a/lo xWC. ) (305) 696-8660 Mutt -Point Look 01/27/11 MANOPACIVARN OF QVAUTY AWNINUM WINDOWS AND CLASS BOB$ to comply W/ 2010 FBC 0— 01— a&... jr,*- JPure ROA APPROVAL i, OF Net. Erato j,o,tr2?'*71`t "La Porte" Impact" French Out—Swing Door Net.. E,...1'0'1'120/12 n.t.s. I---- -_ I— — FO -2003 5/16' TAPCON V/ 1,2 EMBED. 5/16, TAPCON V/ jj/2MDv FMBEM 1, LOW ;,MIN FOR SPACING INTERIOR r SIDE BELOW FOR SPACING 3 INTERIOR SIDE INTERIOR SIDE I LOCK STILE LOCK STILE JAMB 119 20 21 0 K STILE JAMT 19 20 JAMB 21 20 21 6 CID 4r, a 6 17 46 31 715 Active7 Inactive 12 Active --T z 17 12• • 1_0 27 12 12 O E 1/4* MAX S 11 IF @ ®J H2 " U" I 'TE EXTERIOR SID UNIT WIDTH MIN EMBED .1 WEDTH EXTERIOR SIDE (TYP.) EXTERIOR SIDE so 51 INTERIOR SIDE 1. K. 5/16' TAPC13N W/ NO. MIN EMBED. 5/16* TAPCON W LOCK STILE (3k ICKITTEN EMBED. 4 56 57 AlEr NOTES FOR SPACING) �r5 S S FOR SPACING 19 20 2 MULLION INTERIOR SIDE Active 7 a x CP.T.) al D(P. T.) — 4 SUCK 0 31 7 IIII-01 PRODUCT 38 . DYJCr RM48WED 6 MIN, EMB I W WOOD RUCK 6if" -Z ; z T-2 12 xginwitheamorma . Coda 1.4 - 0 3z TYP fi . r Active Acceptance M S Id e I I t e, -eD a 1/4' MAX a I/V MAX SHIN TYP. Dado "ad L STILE 12 HEAD HEAD SHIM TYP. HEAD EXTERIOR 44 2 13 Al 9 10 12 14 G3 H3 INSTALLATION FASTENERS 12 8 8 "IX BUCK" MINIMUM REQUIRED FASTENER LENGTH 5 KL.A Attachment Screw 4 6 Screws R each side OF J3.1,5, WADI. 5/16- X 3 1/2- to 9 TAPCON(l) 2 le total per sideifte EXTERIOR SIDE SILL /16" x 5 2 1/4- to.g TA=,( - INTERIOR SIDE INTERIOR SIDE JAMS: 5/16" X 2 3/4" Long $1 MULLIONS: 5/16' X 2 1/4" Long TAPCON C-) T_ (*) TAPCON BY *RLCO* Ore "BUILDEX 67, TE GLASS LOCK STI '2X B=" MINIMUM RFQUtREQ FASTENER LE NTH EXTERIOR SIDE afttive' HEAD: 5/16- X 3- Long TAPCON(-) SILL: 5 2 1/4" TAPCON( x - W W _@ ILI 7 /16" x Long Inactive JAMS, 5/16" X 2 1/4" Long TAPCON(-) _j x 0 @� i MULLIONS. 5/16* X 2 1/4* Long TAPCON(-) "ELrO' 'HIJILDEX- INTERIOR SIDE TAPCON BY OR 17 ir, — or T5NOTES: AL FASTEN&RS MAX. SHIM SPACE EXTERIOR SID TAPCON LENGTHS: *Ir SPECIFIED An MINIMUMS 2 5 n2 THOMAS J. Suffig— SEE ELEvmoti AT sHzLr I 1 0 FOR 0 PROF EXTERIOR SIDE ANCHOR MAX. SPACING AND LOCATIONS 13 12 13 B1 12 F .4V,,4M ��jr _!4M l0j;M ... ...... Revision Notes: Revised to comply v/ PR2004 --11/01/05 8501 NW 90th St. LA WS 0 AT 5.5 Revised to comply wl F=0011 & added MEDLEY, FLORIDA 33166 pl Height Z "Ashland Insulated Class 01/22/10 Z57 (305) 696-8660 SILL f" SILL t: Ae tC-Revised MOIL -Point look 01/27/11 to comply w/ 9010 MC MANUFACTURER OF QVAUrY ALUMINUM WINDOWS AND CLASS DOORS •rz. 3 cram Pecs earrsoryn _1PIMPACT —fMCH OF I MIN EMBED OV DOOR "La TYP f •Nelson e TYP Erato oi 27/it Porte" Impact" -Swing Door French Out • 5/161 TAPCVN V/ 0'*0l'/"._D/I2 MIN EM13EM NSTALLATION NOTES FOR SPACING) Nelson Erato S..W X-4- A-4.9 N..A- &..b. DATE- FD -2003 18.61- a.-. •� BEAD EIIa.Y saxes ERR D/4• Iai/pMlt. / j — vEArTaasTatP FACE w —.. U, e* \CALIUMG MEN SIDD SILL SEALANT DETAIL Aa0 NEADFR TO BE SCALED SPW-Q TO STU Lift OTF An YEROVE lA / S" N FRAME ASSEMBLY DETAIL �» SIDERITE AiTALWtmT` aDDSLE aVDVE SIIDEEaIOR If t/4 $ERE' 0.\�\^' INTERIOR SIDE AID . t• px/PxtL. ».... ` -. SALES ULXVM 1©Glazing Adapter �am'-I(Glazing Depth 31 Can kIn �\... o...3.15/1`6 Laminated Claes by Dupont or Solutla IMI-- SINE an" 'M Types W. "8' or "Cr SIDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/ CUMVWMS OND GLAZING TYPE L DESCRIPTI 1/4 RRead 9 f0 oand ACCESS3 a EXTERIOR SIDE ° GLAZING DETAIL #1 WTV TOIL Ur pEPIN LUG �� W no . 3/Y MMAL. U.. HINGE ATTACHMENT ' DETAILS Aucss wLE �' w .LETT laa0 LADLE LEIO'•Id OOai t SrBDT1pi ' k.. nE ATIAtMSNT Tex NUT womAND VASK I 'PILIPM. PANEL ASSEMBLY DEWL - A=SS MLLE COYER BmmN LEFT JAMB 014 SNE OR SELF DRILLING SCREWS 114 SNS OR SELF DRILLING SCREWS INTO NET- STRUCTURE INTO METAL STRUCTURE CSCE NOTES FDR SPACDVG) .�4L._.0.f2S TMK. MIN. (SEE NOTES FOR SPACDVG) 11._.12 Cdt MIN. P�HIN EDGE DIST. 11 16063 75 MITI f�M E1GC DIST. II Cpy - 36 NSI IN.) ALUMINUM TUBE MULLION STEEL TUBE OR COLtM REFER TO APPROVED CSTEEL IN CONTACT V/ ALUM. MIM -BADE NDA TO BE PLATED OR PAINTED) 977 1/4' MAX. SHIN TYP. 1/4• MAX. SMIFI TYP. 1 114• MW EDGE DIST. S/k6• ELCO TAPCIN V/ pIN, 5/lb• TAPCON V/ l_ 1 1/2• MIN FOR BOE DSTI/E• MIN EMBED. INTO CONC. 1 ITYP CSCE NOTES FOR SPACING) TYP; E i�TES FOR SPACING) (CONC. TO BE 3 KSI MIN.) 2 (P.T.) �T (r. `. •;•'•"T; � •,� "` ". ��• R SEE GOEN. BUCKOTC R3) ' 1/4' MAX SHIN TYP. r N 1 1/4• MAX. SHIM TYP. NOTE, OPl INSTALLATION DETAILS MAY APPLY TO FRANC JAMB ANDIOR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAI CTYP.) EXTERIOR GLAZING DETAIL 1% r&T `L`0 SIM,%t'.%EIS STEEL M GLAZING TYPE & DESCRIPTIONS INTERIOR SIDE 10 Glazing Adapter Glazin Stloona 0/16" laminated Glass 31 33 Get Da tlr (SEE TABLE VI CORRES ING .340" 0 A Laminated Glass by Du ont - Glass T "B" TTSM DESCRIPTION 1 I 1/8• aneaed B 1= DuPont PVD Interloyer 3 1 1/8• AnNealed GLAZING TYPE A DESdRIPTIOM .340 O A Laminated Glass D Solutla - Glass Type C TTEM DESCRIPTIONDETUL t 1/e• Nees -s VaAptrtgihened Gala 1/4" Insulated 2 97 Saner PVD Interto Air IT x/ 1/8" Temp. Glass - INUMITED SPACER-T—Seal'- gD�u�r�a Se4l S 7�to Spacer Gtnzing Read 81Dck 1/4• AG Space PtNo. 812-M-397 - EXTERIOR GLAZING DETAIL 1% r&T `L`0 SIM,%t'.%EIS STEEL M GLAZING TYPE & DESCRIPTIONS .480" 0 A Laminated Glass b Du nt — Glass A" 1TDESCRIPTION DETAI L 32 1 3/Ib' Anneaatl 4..4%' 2 or DuPont SGP Interlayer 3 3/Ib• An .Med .340" 0 A Laminated Glass by Du ont - Glass T "B" TTSM DESCRIPTION 1 I 1/8• aneaed B 1= DuPont PVD Interloyer 3 1 1/8• AnNealed 1 DBIAIL .'R4 1 4DTY .340 O A Laminated Glass D Solutla - Glass Type C TTEM DESCRIPTIONDETUL t 1/e• Nees -s VaAptrtgihened Gala 34 2 97 Saner PVD Interto HINGE ASSEMBLY DETAIL .340 0 A Laminated Glass by Solutia - Claes T 3 it/B• Heat-Strongthenad Dasa w(o• GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by Solutia - Claes Type D ITEM DESCRIPTION DETAIL r 1 e I/8• peat-StrenDthened Gas. AIV Sanas PVB Int.,%y ® .v4• 3 1/81peat-Strengthened GWsa �wDr[rTLOI rcaaDn 4 1/4' INSULATED AIR SPACE 34 o3Tr ,J S I/e• TEMPERED GLASS HINGE ASSEMBLY DETAIL .340 0 A Laminated Glass by Solutia - Claes T e 6 r= DESCRIPTION DETAIL 1 118' Heat -Strengthened Gass � >r� 8 4W DOwt SGP aterlayer Revisionvist Notes= 3 4 1/8• Heat -Strengthened Wass 1/4• INSULATED AIR SPACE IT ANAL S 1/8• TEMPERED GLASS 34 7F� faiZ,Its ' ti( ' I PRODUCTRBNEWBD �wDr[rTLOI rcaaDn ay complyNgtWd)LDa Plaids ) 20/8 HINGE ASSEMBLY DETAIL PROF NA1(t8 NEER 11 #FD -624-2 PtedarA O / °;a aA 2,0� �' '�E'�'; � ✓� Revisionvist Notes= ® �s T WS 8501 NW 9Qth St. Rebleed to comply x F8CB004 -1170,105LA �•' Revised to comply x/ FOCEOOT & added MEDLEY. FLORIDA 33166 7F� faiZ,Its ' ti( ' I Insulated Glass Ol/g0/!0 Ashland Mutt -Point Look 01/27/12 LTST1=?.1M I= (305) 696 -BM MANUFACrURSR QF QUALITY ALWNINUM WINDOWS AND OLASS DOORS } Revised to comply x/ 2010 FBCi.V pro,a Eras Pm( a„a pee E„kpora se.(o/uaea ttmu sAt.a NOA APPROVAL OIPACT FRENCH 0006 S of 0 Uj ::jhS 73I' e•;4'� � � � „m Nelson S1•a:a 1 01 727/11 La Porte" Impact"French Out—Swing Door oAt. mauve Nelson graze 01/20/18 1!j FO -2003 Rtwws t.o.R .p. 9 ---as1 i are' Q0.—Vol Q �3�� .076 '-ii- ��--•.07 A50 4.500 (d STEEL BOLT STEEL BOLT ® T & TTUOIOE WIDE® 0 3' 97J 3— �6 I 0 1.750 ....096 J- j1.750 1 1/2 17 I.ES9 .I -i .908 I- .074 .127 .687 GLAZING ADAPTERQUARTER ROUND g FLUSH BOLT AND gL-910 28 (11/18°) BEAD FRAME HEAD B O Two -POINT LOCK OFD -634 O PANEL HINGE STILE O ®L-901 � ANGLE GUIDE ®L-907 1.812 .060 m ' " d ®FD -627-1 .p90.1 30 .726 �— 4.187 � � •-1- E. 2.031 . B .09a1]7 1.250 1'S� QUARTER ROUND 1.750 1 •100 A64 '�s4 2.000 5t S1 1 r .,24 11 HINGE LEAF 10 (3/87 qL-908 BEAD 9 9-'�-Jlr— ®L-912 IS00--{�A70 SAS '--I _500 INACTIVE -PANEL II PANEL LOCK STILE O FRAME SILL g FLUSH BOLT T O > a 3 47 ANGLE GUIDE 835 b56 ®L-905 ®L-902 1 1/2' LONG @FD -825^1 OS 908 1.75 —I 1.750 I— late — A66 063 Fa{LTI-POINT �pp,Tl-PUINT ' 9 QUARTER ROUND .125 LOCK ACTIVE LUCK PASSIVE O (1/4') BEAD --�- 1.250 ®L-911 .072 J PI-� CTLINDE 1b25 �L0.198 .065 LOCK 1 2. Aas o� ' "eo I HALF ROUND T 4.000 g5pp pv i4 42 FALSE MUNTIN O RAIL ADAPTER 472 SOD TURN 0 0 1 1/2• QL-913 "OL -908 .0 4 JAMB ADAPTER .082 :,OD - .O �y-994 ��, 4342 50 51 52 53 31DELtTE PANEL. IS12 J00 35 ALUMINUM"LPLATE ®HC -002 1--- OD78 0 PANEL TOP & ACT i�IHSETT PASSI�T�� v3o 5 OL -906 906 OM RAIL 03 PL -903 FRAME JAM8 44 FRAMEHEAD SHEAR PLATE �1 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES IB .100 elm 2. SEE ELEVATION AT SHEET I OF 6 FOR 1p ANCHOR O.C. MAX. SPACING AND LOCATIONS PRODULT RRNHWHD T�-4.S0o—� 3 AvosmplylnSlvlthlhatgo" 45 FRAME Low SILT. BAecceptss=NNo a:-0-32 beCoda8. t 1 01 NOTE ®L-918 ®Am �D/A PROP ONABaENG NINESR REFER TO DETAIL •B3' AT SHEET B 3 OF 6 .,P1. . 00,228 _ - FOR ADOlT10MAl NOTES AND LIMITATIONS. 57 pODBOTTER Bfi11OTl ® i�;'. Revision Notes: Ml //yr•�//��/T /]��/T gg e ��? T '., < r LA C 9 S O 1 7 T(:4.'. '�., ' `-F Ravleed to comply e/ PBC2004 -11 /0 08 8501 NY/ 90th St. A" are as ve as 1 _... Revised to comply e/ PBCeO07 A added MEDLEY, FLORIDA 33166 CC �t, ,". gr Insulated Glass 01/22/10 IND 3TRIE5T C. (305) 696-8660 v, STEEL BOLI STEEL BOLT ^"�'. i% Ashland Mult-Polat Lock 01/27/11 A(ANUA'ACM RR OP QUALIFY ALUMINUM IINDONS AND CUSS DOORS sTAw Ess STEEL B gT a> ^ ,i Revised to eomply e/ 2010 PRC tAmo tw.a Pa.t etas p va cer.Do s s.K../Near Dan ss..r tq 9A6. Od SSS t•i- Ta0 pan ..Y, - NDA APPROVAL WPACT FRENCH OM 8 OF e Optional Multi—Point Locks ,., 3.a• t1a SSS co- aso mr) ,y� r, OPTIONAL (+/- 88.0 pat DP) T R'°'o Neleon Erato o j2"/11 "La Porte" Impact" French Out—Swing Door 48 Two -POINT LOCK Active Lock Passive Lock OINACTIVE-PANEL '. TACK BHC -050 ASHLAND 0v5110-STACT5 ASHLAND sV5110-STPAS4 18 FLUSH BOLT @HC -001 `* , °"O" �"' Naleon Breso Pa. /,2 76.0 Pat DP) HANDLE 6 TRIHSET HANDLED& TRIHSET P�A1�, y},, S_., n.Le. Pert Drawysvmlla FD -20.07 ASHLAND AV5201A-A ASHLAND aV5201A-P DATE_____ ��3 FlexiWs Vin IFPVC) Co � • _ 'a !� � Ina h. FPVC Litaek Com etwd Na 7200.78 PHYSICAL ASTAIA'D. 1)monmmrHmd:us; A", IO sec 7s b22aD SpedflaCttatity 1.43 6792 Tess0oslreogO,PS7 Iran Tula Ulumsls 8fmgitloq% 3x0.0 D53a A9aduWs®100%OasgWiaL PSI 7GS.0 Dfr3a B' -31.0 0.7x6 '2. FPVC INhRa Compound No. 7287.78 PHYSICAL AMING.: DawufgrHmdmss a^.wsca 7s o-zzao speaiBac:�;4• 1.4s o -79z Taa0oS0atgIA,P51 I6Rl DaBa llltimoto t7ovpl;oq% 325.0 Db38 Madulus(sj 100%gmga0m, PSI 763.0 ID678 Bdca •30.o D.7� { �Wvmwq BCIS Home 1 Log In i User Registration i Hot Topics Submit Surcharge s Stats & Facts i Publications ; FBC Staff ' BCIS Site Map Unks Search a Bus'nes I l desl Product Approval SER: Public User Regulation Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # -FL8959-R2 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschrelber@masonite.com Steve Schreiber sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 03/04/2012 03/11/2012 Year 1994 1994 1994 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products FL # Model, Number or Name Description 8959.1 Metal -edge Steel Side -hinged Door 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8959 R2 II FL0174. calf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL8959 R2 AE 502A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system Is NOT required. See detail DWG-MA-FLO174-07 for additional information. 8959.2 Metal -edge Steel Side -Hinged Door -6-8" Impact Glazed O/S Single or Double Door --w/ or w/o unit -Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes -19-89MA.2 C CAC NI 0808Q—Of.PDF Approved for use outside HVHZ: Yes- Quality Assurance ContractEzPitation Date Impact Resistant: Yes 05/31/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8959 R2 II FL0174.Pd Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL8959 R2 AE 502A.ndf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See detail DWG-MA-FLO174-07 for additional Information. 8959.3 Metal -edge Steel Side -Hinged Door 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8959 R2 II FL017&2df Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL8959 R2 AE 501A.odf max nominal size. When large missile Impact resistance is Created by Independent Third Party: Yes required, hurricane protective system Is NOT required. See detail DWG-MA-FLO176-08 for additional Information. 8959.4 Metal -edge Steel Side -Hinged Door 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL8959 R2 II FL0176.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL8959 R2 AE 501A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required; hurricane protective system is NOT required. See detail DWG-MA-FLO176-08 for additional information. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective Octotier 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: .'' W RR CM KEW B, str 149" MAX. OVERALL FRAME WIDTH METAL -EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. U� D.L.O. PANEL WIDTH 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES W/AsrRAGAI 'i 37.5" MAX FRAME WIDTH 1 V) c� wOQ GENERAL NOTES Z 4 U 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO w U? U THE FLORIDA BUILDING CODE AND WHERE PRESSURE h �-' REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM m 0) I, DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, r ^ (n DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 10 g 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. cs x 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a - AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: 8 TEST DESCRIPTION DESIGNATION RESULTN yQz. SELF IGNRION TEMP ASTM 07929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN T.IN SS G3 SMOKE DENSITY ASTM 02843 J 13.4% g ;? TENSILE STRENGTHS I ASTM D638 1 7.50% DIFF a: • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC METHOD 1 0 ` DOUBLE DOOR UNIT W SIDELITES & z z 0 In �i s e e e • a a s `SINGLE �OOR_UNq'� DOUBLE DOOR UNIT SINGLE DOOR UN t7 .SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIOELTfES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE O z WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE, 6/1/07 SHEET' DESCRIPTION ONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING I OUTSWING* ./ scree N.T.S. X 37.5 +50.5 -55.0 +55.0 -50. +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 uwc. BY. SWS 1 TYPICAL ELEVATIONS &GENERAL NOTES XX 74 +50.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40. +55.0 -50.5 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 .0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 Gnc sr 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 + ,5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 + 5.0 -50.5 KURT BALTHAZOR �^ �• OXX 149 + 0.5 -55.0 +55.0 -50.5 +19.0 -19.0 +40.0 Z -40.0 1 +55.0 -50.5 FLORIDA P.E. DWG -4A -1`1A174-07 High Dam Threshold Design X56533 s�Er t w 3 SEE DETAIL 6' SEE DETAIL � 3 6' 'E' 3" I— 3" 3" —1i i IT P c .3 3, k I I 1 6• 6" 6• J! I I I — 6" 3•�`il—I `D W a N J Z) — B O8 A •— w B 0 _ 6' 6' 3" — t o I I 6" I r 6" 1 1 3' 3" SEE DETAIL "F" #8 x 2-1/2" #10 x 5/8" #10 x 2-1/2" #8 x 2-1/2" #10 x 1/2" O #10 x 5/8" #10 x 1/2" #10 x 2-1/2" DETAIL "C" DETAIL "D" 10 1 {.1 N w w 0 #8 x 2-1/2' DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED 0.090" SAREX RIG (NDA 09-0127.13)- 0.124' ANNEALED - 1 o.s62•� 1 1.375" 1.75" 7.047" T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD 'EE DETAIL C" 6 ASTRAGAL RETAINER BOLT HOLE 66 MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) 0124" TEMP. DOW 8326 :' �V DOW 832 OR EQUALOR EQUAL K j9i)wQ TYPICAL GLAZING DETAIL IMPACT RATED GLASS SCALE: N.T.S. DWG. BY.. SwS CHK. B/: .D� OF SEE DETAIL "C" SHT. 2 L 3` I ' a U a SEE DETAIL "D" SHT. 2 0• w w } O � .+ G is 3' 6" 3" fit 6" 3' 3 T." 1 fl I i 1-6- 6" --I it 1 t SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) HARDWARE SCHEDULE FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE > ""� * �� SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.so" AT 5-1/2" CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN T _ MAS" 2. 4" X 4" FULL MORTISE BUTT HINGES. LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SHIM io a a 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL — w a o z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE A 600 MINIMUM EMBEDMENT OF 1-1/4". DAM 6/1/07 WAz* N.T.S. TYPICAL Na 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION0Nw TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB3. DM. BY: SWS er DRAWW NO.: w 6 0w0-MA-FLO174-07 1 11 G H Il 11 8 it I 0 g a 3.6 6" Ll " 3" 3 i 6" 6" u) CL co � J C (.D O 0- L Lo O rnI--- S' ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) HARDWARE SCHEDULE FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE > ""� * �� SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.so" AT 5-1/2" CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN T _ MAS" 2. 4" X 4" FULL MORTISE BUTT HINGES. LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". SHIM a a 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL — o z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE A 600 MINIMUM EMBEDMENT OF 1-1/4". DAM 6/1/07 WAz* N.T.S. TYPICAL Na 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION0Nw TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB3. DM. BY: SWS er DRAWW NO.: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 0w0-MA-FLO174-07 OF Company: Masonite International Corporation Certification No.: NI008080.01 1955 Powis Road Certification Date: 06/02/2007 West Chicago, IL 60185 Expiration Date: 05/31/2015 Revision Date: 12/09/2011 Product: Metal -Edge Steel Impact Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: ASTM E330/TAS 201/202/203 Impact Rating: Large Missile Impact Rated The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). "13gh.Dam Thresaoltt National Accreditation & Management Institute, IncJ4794 George Washington Memorial Ilighwa es, V` 23072 Tet: (804) 68"124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X 1/S Glazed 3'0" x 6'8" +50,51-55.0 2.86 psf Yes NCTL-210-3131-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLOl74-07 X O/S Glazed 3'0" x 6'8" +55.01-50.5 6.0 psf Yes NCTL-210-3431-1 Single 8.25 psf" Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO174-07 XX I/S Glazed 6'0" x 6'8" +50.5/-55.0 2.86 psf Yes NCfL-210-3431-1 Double Maximum Panel Size. 3'0" x 6'8" Anchor Details-MA-FLO174-07 XX O/S Glazed 610" x 6'8" +55.01-50.5 6.0 psf Yes NC`cL-210-3431-1 Double 8.25 psf* Maximum Panel Size: 3'0- x 6'8" Anchor Details-MA-FLO174-07 XO/OX I/S Glazed Door 6'0" x 6'8" +50.51--55.0 2.86 psf Door -Yes NCFL-210-343 1 -1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 61" Anchor Details-MA-FL0174-07 XO/OX O/5 Glazed Door 6'0" x 6'8" +55.0%50.5 6.0 psf Door -Yes NCTL-210-3431-1 Single w/Sidelites Glazed Sidelite 8.25 psf'* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details -MA -1`1-0 174-07 OXO 1/S Glazed Door 9',0" x 6'8" +5031-55.0 2.86 psf Door -Yes NCTL-210-3431.1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO174-07 OXO O/S Glazed Door 910" x 6'8" +55.01-50.5 6.0 psf Door -Yes NCTL-210-343 1 -1 Single w/Sidelites Glazed Sidelites 8.25 psis` Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FLO174-07 OXXO 1/S dazed Boors 12'0" x 6'e" +50.51-55.0 2.86 psf Doors -Yes NCTL-210-3431-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Sine: 3'0" x 61" Anchor Detalis4VIA-FLO174-07 OXX0 O/S Glazed Doors 12'0" x 6'8" +55.01-50.5 6.0 psf Doors -Yes NCTl.-210-3431.1 Double w/Sidelites Glazed Sidelites 8.25 psf" Sidelites-Yes Maxim ,el size: 3'0"x 6.8" Attclt ils-MA-FL0174-07 "13gh.Dam Thresaoltt National Accreditation & Management Institute, IncJ4794 George Washington Memorial Ilighwa es, V` 23072 Tet: (804) 68"124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 502A 336.945-9695 Date: 12/29/09 Product. Double Door with sideliites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapoon, for masonry installation Anchor capac/ty In shear condition: Fastener type: #10 wood screw (NDS 2005,11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 In Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fes„ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Topcon N.O.A. 07-1126.10 Substrate: Hollow block QtY Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs N/A WA Actual edge distance: 2.50 in 1 138 Design value per interpolation: Z = 189 lbs A2 7.7 Allowable Design Value: Z'= 189 lbs/anchor 6.00 21.00 Minimum anchor capacity: 171 lbs/anchor 5 93 Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. A3 Anchor calculations, minimum reaulred anchors 463 1 WA Double. Pressure against stops with bump threshold: 171 3 36.38 36.38 Design pressure: 60.0 psf M 79.25 72.75 1 of 4 �N '. *; 0 51 ;� + TAT OF NAL tt«itt Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Max. Anchor Zone Area Load Ind. O.C. Cap. Load Result z (ft) b5- ) (in) QtY (ln) (lbs) abs) Al 2.3 138 N/A WA 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 1 WA WA 171 3 154 OK �N '. *; 0 51 ;� + TAT OF NAL tt«itt Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas A E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 502A 336-945-9695 Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 f Design pressure: 60.0 psf �_ Al I I Al 79.25 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf At At -71 Y_ Y_ Az l � A2 79.25 L l 72.75 Area Load Ind. Max. Anchor Anchor Qtysd Zone (W) Obs) (in) Ind. Result A4 A4 Al Al II ,p O) s) Ob.) Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf At At -71 Y_ Y_ Az l � A2 79.25 L l 72.75 Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Ind. max. �Y� Anchor 1 1 _ YAI j79.25 Area Load Ind. O.C. A4 A4 Al Al II ,p Zone (W) Ob.) (in) O.C. Cap. Qty Load Result Al 2.4 146 N/A On) (lbs) 1 (lbs) OK Al 2.3 138 NIA N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 1 OK Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 Ind. Max. �Y� Y�\YEAI 1 1 _ YAI j79.25 79.25 IL (in) O.C. A4 A4 Al Al II ,p Zone (ft2) 147.75 (in) Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 Load Ind. Max. Al Al 7 Anchor Az 1 1 _ YAI Zone 79.25 IL (in) O.C. Cap. Al Al II ,p Design pressure: 60.0 psf Design pressure: 60.0 psf Area Load Ind. Max. Cap. Obs) Anchor Load Obs) apt Zone (ft) (lbs) (in) O.C. Cap. 4fY Load Result Zone (ft2) (Lbs) (in) (in) Qbs) Qty Obs) Result Al 2.4 146 N/A N/A 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A WA 1 171 3 156 OK A4 2.3 138 N/A N/A 171 1 138 OK Ag 7.7 463 N/A I N/A 171 3 154 OK Design pressure: 60.0 psf 147.75 Double with sidelites. Pressure against stops with saddle threshold. 37.50 36.38 36.38 37.50 Ind. (in)On) Nkw' Cap. Obs) Anchor Load Obs) apt A, Area Load Ind. )\Ij 171 1 146 79.25 Zone (ft2) (Lbs) (in) O.C. Cap. Qty Load Result A3 7.8 468 N/A (in) (lbs) 3 (lbs) OK Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 N/A I N/A 171 4 134 OK A4 10.0 601 N/A N/A 171 4 150 1 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold. 37.50 36.38 36.38 37.50 Ind. (in)On) Max' O.C. Cap. Obs) P3 PB A3 �Al/,A2 Load Obs) apt A, 2.4 146 N/A )\Ij 171 1 146 79.25 Al 7.9 Al 6.00 21.00 l� 147.75 95 2of4 Design pressure: 60.0 psf Zone Area 2 (ft) Load Obs) Ind. (in)On) Max' O.C. Cap. Obs) Anchor Load Obs) Result A, 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK Ay 2.3138 N/A N/A 171 1 1 138 OK A6 7.7 463 N/A N/A 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK E�511 �r41 (y 51 `'tr 1'AT ©F •cum ,•<tr Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3of4 Luis R. Lomas P. E. 1432wood/ordRd. Manufacturer. Masonite LOWSWe, NC 27023 Report* 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites Note: Anchor locations indicated In this document are the minimum required for the described product exposed at the design pressure indicated herein. YONAL Luis R. Lomas P.E. FL No.: 62514 1/7/2010 �4 g � m 17 m $ m 8 m Note: Anchor locations indicated In this document are the minimum required for the described product exposed at the design pressure indicated herein. YONAL Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4of4 Luis R. Lamas P. E. 1432 woodrod Rd. Manufacturer. Masonite LewlsvIDe, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door 79.26 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 1 6.00 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. t TAS OF �Jlffiitll�� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity FL4940-R3 Affirmation 2010 Approved Rr i r y Publiptions FBC Staff ' BCIS Site Map ? Unks € Search Masonite International 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschrelber@masonite.com Steve Schreiber sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Yes No N/A Pro(JUCt Approval Metnoo Metnoo 1 Uption A Date Submitted 02/14/2012 Date Validated 02/14/2012 Date Pending FBC Approval Date Approved 02/17/2012 Date Revised 03/11/2012 FL # Model, Number or Name Description 4940.1 Metal -edge Steel Side -Hinged Door 6'-8" Opaque I/S an O/)Ingle Door} Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile Impact resistance Is required, hurricane protective system is NOT required. See Installation drawing DWG-MA-FLO132-05 for additional information. Certification Agency Certificate FL494Q -113-C C -AC NJ0Q6i15=R3.PDF-4 Quality Assurance Contract Expiratiod Date 12/31/2014 Installation Instructions FL4940 R3 iI FL0132.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R3 AE 504A.odf Created by Independent Third Party: Yes 4940.2 Metal -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC N1006115-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4940 R3 II FL0132.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party: exceed the design pressures listed. 12'-0" x 6'-8" max nominal Evaluation Reports size. Max DP = +/- 55.0. When large missile Impact resistance FL4940 R3 AE 502A.odf Is required, hurricane protective system Is NOT required on Created by Independent Third Party: Yes opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO132-05 for additional Information. 4940.3 Metal -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC NI006115-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +48.3/-48.3 Installation Instructions Other, Evaluated for use in locations adhering to the Florida FL4940 R3 II F1,0133.g_df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party: exceed the design pressures listed. 12'-0" x 8'-0" max nominal Evaluation Reports size. Max DP = +/- 48.3. When large missile Impact resistance FL4940 R3 AE 501A.Ddf Is required, hurricane protective system is NOT required on Created by Independent Third Party: Yes opaque panels, but is required on glazed panels. See Installation drawing DWG-MA-FLO133-05 for additional Information. 4940.4 Metal -edge Steel Side -Hinged Door( 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Units i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile Impact resistance Certification Agency Certificate FL4940 R3 C CAC N1006115-R3.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4940 R3 II FL0134.odf Verifled By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4940 R3 AE 502A.12df �---a-J L.. •.J-�-.J-.a TL[ -J n -i.. v-- y• ., ••• r•... �.�.� aY.—", ID ICqunau. aee Installation drawing DWG-MA-FLO134-05 for additional L1CaLcu U 111UCl/CI IUCI IL i i m u rol Ly. IC`J information. 4940.5 Metal -edge Steel Side -Hinged Door 8'-0" Glazed I/S and O/S Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL4940 R3 C CAC NI006115-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +43.0/-45.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida FL4940 R3 II FL0135.12d Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party: exceed the design pressures listed. 6'-0" x 8'-0" max nominal Evaluation Reports size. Max DP = +43.0 / -45.0. When large missile Impact FL4940 R3 AE 501A.Ddf resistance is required, hurricane protective system Is required. Created by Independent Third Party: Yes See Installation drawing DWG-MA-FLO135-05 for additional Information. Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyridht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: IF E' Certification No.: Data Revision Date: CertificationProgram: Company: rode. N1006115-113 Page 1 0712912005 1 1 119%201.0 Structural Masonite International M-703-1 The -Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification sear represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at way<.su wdrle,ti3uata�,fca�n. Please review, and advise NAMI immediately if data, as shown requires corrections. Company., Masonite International Corporation 1955 Powis Road West Chicago, IL 601,85 Product Line: Masonite Metpl&dge Steel Sides i ed Dogr LJnits Test Report NTL -210-1861-1,2 ,7,8>91210-1864-i.a,3141210-1887-1,2,3,,4,5,6,7,8,9 10,11,121210-1897-1,,2,3.4,5061214-1.9'0 -1,2,3,4,5,6/2 0-I li- ,2,3,4,5,6/ CTLA6 5W11022W Section 1 General Description of the Products and Systems under this Certification 1.1 Frame: The free jambs consist of finger ,jointed piste with all comers coped, butted, and sealed using three 2" long wire staples (.04375"). 1.2Mullion Construction: Where used. each mulligan constructed of laminated lumber with a piste calx and attached to the header and threshold with three #1.0 x 3 Philips Flat .Head Wood Screws. 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip -lite frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass with aluminium, steel or butyl spacer. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.017"1(6'8 height) or 0.020"(8'Wheight) thick galvanized steel facings. National Accreditation & Management institute, Inc. 4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: ( 4) 684-5124/Falx: ($t 4) 684-5122 Certification Pio.: N1006115-113 Pa fie Section 2: Registered Suppliers .1 Door Lites: OD:L or Specialty 2.2 Astrag :' Endura Ultimate Section : Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Miami -Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, NOA 07-0801.05 and ETC Test Report Number ETC -02-797-12517.1 3.2 Surface Burning Characteristics for Foram Filled Door performed by Omega Point Laboratories to ASTM E"98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977-104313. 3.3 Anchor Calculations for: Anchor Performance Calculation Report -Performed by .Luis R. Lomas, P.E. (Florida into. 62514). 3.4 National Accreditation & Management Institute, Inc. -1416. See additional Pages of Certification for Certified Product line Matrix(s) and Installation Details, If you have any questions regarding this certification, please contact NAMI at (804) 684-5124_ National Accreditation& Management Institute, Inc. 4794 George Washington Memorial Highwayfl ayes, VA 23072 Tel: (804) 684-5124/Fox: (80 4) 684-5122 NOTICE OF �PRODVCT CERjfflCATjQX Company: Masonite International Corporation Certification No., N1046115 -R3 Pa e- 1955 Fowls Road Certification Daae: 07/2. 'west Chicago, II, 60 195 Expiration Bate: 12131/2014 Rev -cion mite: 11119/2010 Product Metal -Edge Opaque Inswing or Outs lin or wd andw/o Non -Impact Rated Sidelites(w Frame unless noted) Specifications T To: TAS 201-94/202-94/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria Inas been satisfied. This product Inas been approved for listing within NAMI's Certified Product Listing at www. amicertificuka.com. NAM 's Certification Program is accredited by The American National Standards Institute (ANSW NationalAccreditation & Management Institute, Inc.f4794 George Washington Memorial if ghwky/Ha es, VA Tei. (804) 6 5124/Fax. (804) 684-5122 NAMI AUTHORIZED SIGNATURE: lnswing lazed structural ' - ater Missile Test Report Number Configuration or or Maximum Resign Test Impact Drawing Number & Clutswin 9 aA ne Size Pressure Pressure hated Comments X I/S Opaque 3'0" x 6'8" +76/-76 2.86 psf Yes NCTL210-1864-1,241A Single ax:tmum Panel Size: 3'4F" x 6'S" Anchor F3atail-MA-FL0132-05 X O/S Opaque 3'0" x.6'11," +76/-76 8.25 psf Mess N n,-2IO-1861-1,2,3,7.8,9 Single Maximum Panel Sire. 3'O" x 6'S" Anchor Detail -MA -F1,01 32-05 XX I/S Opaque 6V' x 6'8" +55/-55 2.86 psf Yes N01,210-1905-12,3,45,6 Double Maximum Panel Sirc,: 3'0'° x 6 gi NOTICE OF PRODU.CT CE&TIETCATION Company: Masonite International Corporation Certification No N1006.1.15 -R3 Page 4 1"S Powis Road Certification Date: 07/M005 West Clibcalgo, Ii, 60185 Expiration Elate: 12131:/2014 ReAsion nate: i 1/19MI0 Product: lig%etal.Edge Steel Opaque Inswing or Outswing hoar w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame +utt% noted) Specifications 'rested To: TAS 201-94/202-941203-94/ASTM E330 The "Notice of Product Cert cation" is only valid if the NAM] Certification label has been applied to the product as describers within this document, The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product hes been approved for listing within NAMI's Certified product Listing at www.Namict rtification om. NAM's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation Management Institute, IncJ4794 George Washinoon ik'Menterial .Iiighwa r ay , VA 3072 Tel. (g04) 6 5124/Fax: ( 4) 684.51Z2 N MI AUTHORIZED SIIGNATU � nswiag Glazed Structural WaterMissile Test Report Number Configuration or or Maximum Design 'fest Impact Drawing Number & Clutst ri W Opraque size Pressure press Rated Comments X $IS Opaque 3'0'` X 8'0" +.18.31-48,3 186 psf Yes tart rL-21ti_1980 ls23t4,5,6. Single Maximum Panel Site: 3'0" x FiV, McMr lktaii-MA41-0133-05 _ X O/S Opaque 3'0" x 8"0" +.18.3/-48.3 7.30 psf Yes L -210-19311-1,2,3A,5.6 Single F Maximum Patel Sipe: 3V x 8'0" Anchor i:7iita l-MA410133-05 XX US Opaque 610" x 8°0" :48.3/48.3 2.86 psf Yes NCTL-210-193(1-1.2.3.4.5.6 Double Maximum Pastel Site: 3 V x 8'G"ISidelite: 3'0" x. 8'0 - An w tl&ad-k1A-FLO133-05 XX OEs Opaque i 610" x 8"0" +48.3%48.3 7.30 psf Yes NCT1-210-19$0-1:23,4,5,6 Double Maximum Panel Site: 3'0" x f VYSidelite: 3'0"' x 8`n'° Anchm Detail-MA-FL0133-05 XO/OX iIS Opaque Door 6'0" x 8'0" _ +48.3/-48.3 2,86 psf Door -Yes CT1,210-193a0-12,3,4,5A Single w/Sidelite Glared Sidelite Sidelite-No Maximum Panel size: 3W a 8'0 7 delite: 310"x 3'0- _ A JwDail-%4A-EL0133-415 XO/OX _ O/S Opaque Door 64058 x 8'0" X4$.3/48.3 7.30 psf Door -Yes ASf°`rL41040.1,2,3„4,5,6 Single w/s'idelites Glazed S'idelite Sidelite-NO Maximum Panel Size:3'0"..x SVISW-lite. 3'"0"' x 3"0,° Andwr DeWIAIA-FL0133-03 OXO $S Opaque I?Octr9`0”+48.3/-48,3 2.86 psf Door -Yes 1JCi'L-21+3,1930 12,3,4,5.6 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum i ncl Sine: 3'0 a 3 0"iSidelite: 3'0'° 9'0" w Anchor Detail-MA-FL013MS _ i OXQ 3/S Opaque Door 9'0 X 8`0" +48-3/49.3 7.30 psf Door -Yes € CTL -210.1930-12,3,0,0 Single w'Sidelitcs Glazed Sidelites Sidelites-NorMmW-€ Maximum Panel Size: 3'0 x 8'0'"iSklelite: 3°0" x 3'fr A-8,0133-05 I OXXO 1+11S Opaque Doors $1'44" x 8'(Y' +49.3149.3 2.86 psf Doors-yesplc 11 �1s1193t1 173,x.5,6 Double wlsidelites Glazed Sidelites ! Sidelites-No Maximum Pani sizes YO a 3 0 ,,SW- ite: 3'0'x 8'0" A+2dW Wail-&4A+l.0l 33-05 OXXO Or1's Opaque Doors 12'4" x 8.019 +48.3/48.3 7.30 psf Doors -Yes N( tl,,2l049S0 1 2,3,4,5,6 Double WSidelites Glared Sidelites_ q Sidelites-No Maximum mel �: 3404 x 3 0*7sidelite: 3''0"' x s`15' __ — Ancb*r grail-t*1A -L0133-05 National Accreditation Management Institute, IncJ4794 George Washinoon ik'Menterial .Iiighwa r ay , VA 3072 Tel. (g04) 6 5124/Fax: ( 4) 684.51Z2 N MI AUTHORIZED SIIGNATU � Company. Masonite, Intemational Corporation Certification No.: N10061 15-83 Page 5 1955 Powis, Read Certirwation Date: 07/29f2005 West Chkago, IL 601$5 Expiration Date: 1213WO14 Revision to 11/19/2010 Product: Metal -Edge Steel Glazed inswing or Outswing Door w/ and w/o Non4mpact Rated Sidelites (w/Wood Frame unless noted) Speeffications Tested To: TAS 202-94WISTM F330 The "Notice of Product Certification" Is only valid if the KAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied, This product has been approved for listing within NAMI's Certified Product Listing at wvvv.Namiccrtirtcaflqn.com. NAM 's Certification Program is accredited by The American National Standards lnstitate(ANSI)L National Accreditation & Management Institute, Inc./4794 George Washington Memorial flighway/Hayes, ZVA:W72 Tel: (804) 684-51.24/Fax.- (804) 6,94-5122 NAMI AUTHORIZEWSIGNATURE.- Inswing Glazed Structural Water missile Test Report Number Configuration or or maximum Design Test finpact Drawing Number & Outswing Opaque size Pressure Pressure Rated Comments X it's Glazed 3V x 6'97' +50.5/-50.5 2.96 psf No NCTL-210-107-1,23A.5,6 Single Maximum Pad Size; 3,0- x 6,8^, Anchor Detail -MA -171.01344A X O/S Glazed 3°0" x 68' +50.5!-50.5 7.60 psf No NCRI210-1897-1,23,4,516 Single Maximum Panel Si&: 3,(r x 6'8" Anchor Dcmil-MA-FLO 1.34405 XX I/S Glazed 6'0" x 6'8" +50.51-50.5 2.96 psf No 141CU-210-19974,2j,4.5.6 Double Maximum Panel Size: 3 V x 6'11" Anchor Mlait-MA-FIA134-05 XX O/S Glazed 6'0"x 61" 4,50.5/-50.5 7.60 psf No N(7rL-2l0-1897-1,2,3,4,i.6 Double Maximum Panel Sizx,, 3'0" x 6'8- Anchor Ddail-MA-FL0134-0i' XO/OX I/S Glazed Door V " 6' x 61 +50.51-50.5 Tpsf 86 ' Door -No NCTL-210-1897-1,43,43.6 Single w/Sidelite I Glazed Sidelite Sidelite-No MA-WLOl I5fI6.'I7iI8I4120i21-02 Maximum Panel Size: Y(r x 6'8" Anelkir LXUW-MA-F LO 134-05 XO/Ox 01's Glazed Door 6'0" x 6'9- +50.5/-50,5 7.60 psf Door -No NCTL-210-189 Single w/Sidelites Gland Sidelite Sidelite-No Maximam Pawl siw _1,0"x 6'8** Anchor Detail-MA-1L71 OX0 V Glazed Door 9V x 68" t 56,5,1-50,5 2.86 psf Door -No NC -11-214-1897-1,23A5,6 Single w/Sidelites Glazed Sidelites, Sidelites-No Maximum Panel.Wc 3'0'x 6*8*' Anchurfklail-MA-1`1_0134-05 OXO 011S Glazed Door 9*0" x 61" 4.60.51-503 7.60 psf Door -No NCTL-210-1897-12,394,5.6 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3`0" x 6'3 - Anchor Detail-MA-FLO 134-05 OXX0 I/S Glazed Doors 12V' x 6'8" 1 +50.5,1-50.5 2>86 psf Doors -No NCT1.-210-1997-12,3.4,5,6 Double wSidelites Glazed Sidetites i Sidelites-No Maximum Pawl Sbw: 3'0" % 6'8" Anchor W, ail -MA -K.01 34-05 OIXXO 01S Glazed Doors 12'67' x 61" +50,51-50.5 7.60 psf Doors -No NCTL-210-1897-12.3,4.5,6 Double w/Sidelitess Gland Sidelite Sidelites-No Maximum Panel Size; 3*0' x 6'8' Anchor Detail -MA -F1,0134-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial flighway/Hayes, ZVA:W72 Tel: (804) 684-51.24/Fax.- (804) 6,94-5122 NAMI AUTHORIZEWSIGNATURE.- IN, w[UNUM39", Company: Maso"Itefuternational Corporation Certification No.: N1006115-113 Page 6 1955 Po wls Road CertwWation Date: 07/29/2005 West Chicago, IL 60185 Expiration Date: 12/31/2014 Revision Date: 11/19/2410 Product: Metal -Edge Steel Glazed Inswing or Outsiviog Door w/ and w/o Non -Impact Rated. Sidelites, (w/Wood Frame uniess noted) Specifications Tested To: TAS 202-94/ASTM 030 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at w"w.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opmue Maximum Size Structural Te", Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Glazed 3`0" x 8'0* +431-45 2.86 psf No NCTL-210.1887-78,9,10,11,12 Maximum Pawl Sire: YW, X 8W, Ane hair lktail-MA-FL0135-03 X Single O/S Glazed 3'0" x 8'07' +43.145 6.48 psf No NCTI-210-1887-7.8,9.10J 1.12 Maximum Panel Sim; 3'0*' X 8'W' Anchor Ddail-MA-FUJI35-05 XX Double vs, Glazed 6'0" x 8`0- +43/45 2.86 psf No NCTL-210-1887-7,8,9,10,11,12 Maximum Panel Size 3'0" x 8'0" Anchor rktail-MA-F1,0135-05 XX Double O=S Glazed 6'0" X 8,01, +431-45 6,48 psf No NC -171,210-1887-7,8,9,10.11,12 Maximum Pand Size: 3'0r x S'W' Anckv Detail -MA -1`1,0135-05 National Accreditation & Management institute, lacJ4794 George Washington Memorial Mgkwayfflayes, VA 072 Teh (804) 684-5124/Fax.- (804) 684-5122 NAMI AUTHORtZED SIGNATURE- SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES NRA NOTFC t. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740 -F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM 02843 13.4% TENSILE STRENGTH* ASTM D638 7.50% DIFF " COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 A1mt TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING OCATIONS & OETAILS 3 LANCHGRING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELHE DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDELITE In CIC Do O p ocCc� �O Lu a U ti �U LLJ DOUBLE DOOR UNIT 01/SIDELITES m4< PATE: 7 25/05 lZ-l7 �0 SCALE N.T.S. •' / DWG. B.- SINS •I , KURT BALTHAZOR Cw.Im. FLORIDA P.E. GkA*= NO.; 56533 DWG-MA-FL0132- SKEE _L OF 3 149" MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D.LO. pANEL WIDTH —I 37.5" MAX. W/ASTRAGAL FRAME WIDTH m ry Rm � a TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING OCATIONS & OETAILS 3 LANCHGRING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELHE DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDELITE In CIC Do O p ocCc� �O Lu a U ti �U LLJ DOUBLE DOOR UNIT 01/SIDELITES m4< PATE: 7 25/05 lZ-l7 �0 SCALE N.T.S. •' / DWG. B.- SINS •I , KURT BALTHAZOR Cw.Im. FLORIDA P.E. GkA*= NO.; 56533 DWG-MA-FL0132- SKEE _L OF 3 �I L 6" SEE DETAIL 3 6" J 1� 3" I I 3_ 3".E" c 371, SEE DETAIL "C" I I i I 1-6- 1 s" —, _ 6" 6" �� 11 1 3 1 w _ — _ W a \J O w B B O B K 0 — 6" 3" m 11 6 " Ir 6" L 3" r `E 3 �-- 3• 3 -'W 3" 't I j" `� 3.1 6" SEE DETAIL �� — 6' "r mil SEE DETAIL N "D• #8 x 2-1/2" #10 x 2" #8 x 2-1/2" #10 x 3/4" #8 x 2-1/2" #9 x 3/4" 0 #10 x 3/4" • #9 x 3/4" #10 x 2" �TAt�AST�GAL DETAIL "C' ATTACH ASTRAGAL RETAINER BOLT DETAIL STRIKE PLATE TO FRAME AS SHOWN. 1.375" T INSWING THRESHOLD 0.962' T OUTSWING THRESHOLQTHR�SHOLQ Ad9era6;91 w FiRGW As dBy 6" IEE DETAIL 6" CL: 00 0 0 c) 0 Z�U tL U rn W 3 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL BOw 993 ALUM. STEEL OR BUTYL SPACER OR EQUAL� #s x 1-1/2' Pits ;. Bow "5" OR EQUAL " q4 .:• .�elos m 7YPtCAL GAZING DETAi�DETAI sw.E N.T.S. low. at SWS . sy, .olaa-os uP 3 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. s^ �I 3" —I I— r sn3l�— 3l m"r w d a SEE DETAIL w "D" SHT. 2 J a 10 I II I I II I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES _tn w a - - 0 W W B — I 11 11 l j4 _ p 11 1 1 oo a -61 3" 3' 6. — 6" wApnWARF CrNFni II F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES T— s . I�9N " — MAX SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION MIN° 111-1-1- �x0.25" MAX SHIM BATE 7/25/05 Aridet»n� w t1A✓di CL —I I— SCA -c- N.T.S. 0= By. SWS Date CHN. BY: TYPICAL MASONRY" ANCHOR INSTALLATION OwC-bfa Fl0732 OS SHEEP 3 OF 3 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6 8 Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: (ND5 2005,11.3) load Side member: Douglas Fir -Larch This analysis verifies anchoring for the following drawings: Side member thickness: ts= 1.000 in Main member thickness: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be auallfied: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16' ITW Tapson, for masonry installation Anchor capacity /n shear condition: Fastener type: #10 woad screw (ND5 2005,11.3) load Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: ts= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: Fm = 4,650 psi Main member dowel bearing strength: Fm„ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fv, = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor On) Mode IV Fastener type: 3/16" IM Tapson N.O.A. 07-1126.10 2.3 Substrate: Hollow block N/A N/A Minimum embedment: 1.25 in OK A2 Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z;: 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity /s used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum reoulred anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf F7�1 71 79.25 A2 Single. Pressure away from stops: 36.38 ff At i At 79.25 1 of 2 Design pressure: 85.0 psf Zone Area load Ind. max. Anchor Result Cap. Load QiY Zone 2 (ft) Obs) (in) O.C. Result Obs)Qty (lbs) Al On) (lbs) Obs) 6.00 1 Al 2.3 195 N/A N/A 171 1 OK A2 7.7 656 6.00 18.00 171 1 5 1 131 OK Design pressure: 85.0 psf Zone Area (ft) Load Obs)On) Nd#=.Anchor O.C. Result Cap. Load Obs)Qty (lbs) Al 10.0 1 851 6.00 1 18.00 171 5 170 1 OK 0,45 a. jper. .... OF Q:r . � #41, Luis R. Lomas P.E. ��100ere' • �' FL No.: 62514 `+• /�yFy �;{iF1'�3 „*'e. 1/7/2010 Luis R. Lomas A E. 1432 Woodrord Rd. Manufacturer. Masonite LewiWft, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf 1 A2 I A2 79.25 Anchor Locations: — 38.38 18.19 6.00 TYP. 8.00 YYR 1 7925 8.00 13.45 MAX. O.C. i 8.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 NN ... / ! O Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Max. Anchor Area Load Ind. "'Land zone (ft2) Obs) (in) O.C. Result (in) Obs) Obs) Al 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 NN ... / ! O Luis R. Lomas P.E. FL No.: 62514 1/7/2010