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RC-15-964BUILDING PER IT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Folio/Parcel#: Occupancy Type: S Ei"Load: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 /' Master Permit No.,2 Sub Permit No. ❑ ROOFING XREVISION ❑ EXTENSION 0RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS D Miami Shores County: Miami Dade Zip: d I Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): --C—r711+ 1MeS4 P�� -�'✓ ` I Address: City: -' BFE: FFE: one#r1""c:=›.5.-- t�Yl Grv-- l State: �I Tenant/Lessee Name: Phone#: Email: Zip: -3 I CONTRACTOR: Company Name: /SGA Phone#: 3 ‹=)S- Address: Q a -S S .A/ SS City: C.r'-%(Th l State: -F—C-- Zip: Qualifier Name: --ter C. -T (--eAr>" (.l C Phone#: State Certification. (c -----,r- 1511 1 ) a Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: II Value of Work for this Permit: $ (a Sr) Square/Linear Footage of Work: 1 Type of Work: ❑ Addition ❑ Alteration ❑ New[�Rep3 r/Replace n Demolition _'^' Description of Work: 11-1, V Lfi n 6.9 i Specify color of color thru tile: Permit Fee $ n CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ 120 'W (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins. - tion fee will be charged. Signature •ifiev • NT The foregoing instru ent was acknowledged before me this td��tlrvl,O�e� (_Q olufcio- f„ who is me or who has produced identification and who did take an oath. NOTARY PUBLIC: as '""""'' RONNI ANN BLANK i•: •1 MY COMMISSION #FF158014 (( EXPIRES October 1, 2018 • t -ate FkoideNota Service.com Signature CONTRACTOR The foregoing instrument was acknowledged before me this 1 - day of 4N-4:3\./ , 20 (J, , by G f (f ,rYI ‘...dwh ' ersoriall own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: LJ "' "- / c.11 a Sign: Print: r-1 I t., _ b _ ., JI ., rint: Seal: ' �G^ Seal:' 8014 `'•?8�.� EXPIRES October 1, 2018 ..iCb7.>i§a RloritlnNotaryServtce.com *********************************** **** ****************************************************************** APPROVED BY / ▪ • Plans Examiner Zoning /./ ( (Revised02/24/2014) Structural Review Clerk EAST WEST HOLDING PROPERTIES, LLC yvN NW 10815 01 NE 111815 SI NE 1070h SI NW 10701 SI INDEX OF ARCHITECTURAL DRAWINGS SHEET DRAWING TITLE A-0.0 COVER SHEET A-1.0 SYMBOLS & ABBREVIATIONS A-2.0 FLOOR PLAN & WINDOW DETAILS A-2.1 DIMENSION PLAN A_3.0 ENLARWD BATHROOM & KITCHEN FLOOR PLANS EXIS ING ELEVATIONS A-4.1 EXISTING ELEVATIONS A-5.1 WINDOW & DOOR SCHEDULES DRAWN BY RSC 4/21/2015 owc. A0.0 Slit, W. 1 SYMBOLS rALIGN, ALIGN FINISHED SURFACES ELEVATION WINDOW # SECTION (E) ROOM NAM! ROOM/ FLOOR INDICATOR (R) ROOM NUMBER eh B.O. CEILING CEILING HEIGHT • EL. +0'0" A.F.F. REVISIONS NORTH ARROW FLOOR TRANSITION DENOTES EXISTING DENOTES RELOCATED FLOOR HEIGHT ABBREVIATIONS ADJ ADJACENT HDWR HARDWARE AFF ABOVE FINISHED FLOOR HORIZ HORIZONTAL ALT ALTERNATE HT HEIGHT BLDG BUILDING HVAC HEATING, VENTILATING, BC BELOW CEILING AIR CONDITIONING BRG BEARING HW HOT WATER BR BRICK INSUL INSULATION BS BOTH SIDES LT LIGHT BTW BETWEEN MAT MATERIAL BW BOTH WAYS MAX MAXIMUM CAB CABINET MECH MECHANICAL CJ CONSTRUCTION JOINT MFR MANUFACTURER CL CENTER LINE MIN MINIMUM CLG CEILING MIR MIRROR CLKG CALKING MISC MISCELLANEOUS CLR CLEAR MTD MOUNTED COL COLUMN N/A NOT APPLICABLE CONC CONCRETE NIC NOT IN CONTRACT CONST CONSTRUCTION NRC NOISE REDUCTION CONTR CONTRACTOR/CONTRACT COEFFICIENT CTR CENTER NTS NOT TO SCALE DBL DOUBLE OFCI OWNER FURNISHED, DEMO DEMOLISH/DEMOLITION CONTRACTOR INSTALLED DF DRINKING FOUNTAIN OFOI OWNER FURNISHED, DIA, DIAMETER OWNER INSTALLED DIM DIMENSION OPP OPPOSITE DN DOWN PB PANIC BAR DR DOOR P LAM PLASTIC LAMINATE DTL DETAIL PERP PERPENDICULAR DWG DRAWING RB RUBBER BASE DWR DRAWER RCP REFLECTED CEILING PLAN (E) EXISTING REC RECESSED EA EACH RECEP RECEPTACLE EL ELEVATION REFR REFRIGERATOR EQ EQUAL REV REVISION EQUIP EQUIPMENT RO ROUGH OPENING/ROUGH E.T.R. EXISTING TO REMAIN SCHED SCHEDULED (F) FUTURE SIM SIMILAR FE FIRE EXTINGUISHER STD STANDARD FEC FIRE EXTINGUISHER SYST SYSTEM(S) CABINET TBD TO BE DETERMINED FF FINISHED FLOOR/ FACE TEL TELEPHONE FIN FINISH TH THICKNESS FIXT FIXTURE TME TO MATCH EXISTING FLR FLOOR/ FLOORING TS TUBE STEEL FLUOR FLUORESCENT TYP TYPICAL FO FINISH OPENING UON UNLESS OTHERWISE FOB FACE OF BRICK NOTED FOC FACE OF CONCRETE VAR VARIES FOM FACE OF MASONRY VCT VINYL COMPOSITION TILE FOP FACE OF PANEL VENT VENTILATORNENTILATION FOS FACE OF STUD VERT VERTICAL FOW FACE OF WALL VIF VERIFY IN FIELD FR FRAME W/ WITH FURN FURNITURE W/O WITHOUT GLS GLASS WKSF WORKSURFACE GWB GYPSUM WALL BOARD GYP GYPSUM • 1 • • •• ••••I •••• • •••• • •• •• • • • • • • • •• • ••• • • •••• • • •••• • • •••• • •• • • • • • • •• • •• • • • • • • •• • • • • • • 0 • • ••• • • • J N w H LIZ W 0. 0 co a 0 0 ~ Ei 00 a ~ m co Z o VW •o Q CO 11.1 Q MON) _Mj N WoLL O Q~0�5 m WWto2 0 CONSULT/MT DRAWN BY; RSC 4/21/2015 A1.0 SW. N. 2 .• • • • • •• • • • 11) r7 I /\/\ \i\/\/\ BATHROOM #3 �C Fs 1G Wrr�Gl0 11 3 r 4 (a 1$ 1. 01 G ' / r, --pc c+- L04v 4.3re -: - - i r� o ► �I.S w.-,cro...s r%1*. s-o>s-1, og - (*". Cd c -e kik, 1- d0 * 's 5 a-,cl BEDROOM #4 STORAGE WINDOW INSTALLATION , Wr44"--1 AS PER MANUFACTURER GQSa r•`" "" 13 - I f2G p \ C. C -e Ow I t G .**-Ct 1--c' 1 SpA C* "".,op �,�t� u' ' i ,-.GA.- — 06 CONTINUOUS SEALANT [10) [9 WITH BACKER ROD FOR ENTIRE PERIMETERE OF UNIT STUCCO GARAGE PLANTER d-Ck-.; ICGi IQ t C4. -S .,"C,f> l C. Ge.^Y-,c--..-f OA h'A S -+eel Cot�rrw- MASTER CLOSET 4 Floor Plan PLANTER 1 /8" = 1'-0" flo cxx Pia ,, v ®as 0 Single Hung Window 1" = 11-0" HEAD, JAMB, SILL GYPSUM WALL BOARD FIBERGLASS BATT INSUI.. P.T. WD. BLOCKING, •.. • AS REQUIRED. •••.4 C.M.U. WALL • NOTE: WINDOW ATTACHMENT DETAIL SCALE: N.T.S. WINDOW CONNECTION SPEC. •••111 • • • •••• • • •••• •••• • • •••• • • •• •• • • • •• • • .• NOTE: ANCHORING OF ALUMINUM WINDOW FRAME TO EXISTING FRAMED OPENING SHALL ASTM 929-79, TYPE S, GRADE, NS, USE NT, FEDERAL SPEC.TT-S001657. TYPE 1 ALL NEW WINDOWS SHALL BE CONSTRUCTED TO MEET 140 MPH WIND LOAD & LARGE MISSLE IMPACT CRITERIA RECOMMENDED FASTENERS BY WINDOW MFG. I2C� iC<Ce_ moa,- tQ2 ,nn�"h .Ic t o.-„ +a✓ t r,--.vC*c. C." ev-•sk Imo- ►. ••••,cJ c -c) P' . r Cr c.J^ ) cam+- I v'C -h 1e- a- w / r', Oi"+ c* Sc - Ik & 1 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. rem •• •• • • •• • • • • • • .• •• • • • 11 J • • N w a' w a cc a zQ 0 O 4X ce COMM 3yU E J I - o*- - co ow Q • wz W ctiff 2 .• • • DRAWN BY: RSC 4/21/2015 A2.00" 3 .Y -r a -moi c r� t Lip ti • • • • > 5-50 a—E\ /\ /\\\„„ /2 10'-11 1/2” /5''S 1 in ( 2'-8 112" 2.-4" x o, • /.nn 22'-5 1/2" s: b\ow 4 Ac3She--+5 6 1 i 1 E 1 i DimensionPlan 1 1/8" =1-0, v rn (4 29-01/2" CrfAliae:er er 'a /4 •SD w -J N 10'-7" 06 \./ \) t\/ r ,\/ 9'-7 1/2" 10.-6" 10'-6" f5 SD X x x lV 0 5-2 1/2" V V 13'-3" 3'-1', Hes" sp xuxxuu��rxuY •Sb I! 13'-2" 3.-1" _( 0 fV co 13'-2 ( • 12'-9" 4 • • • •• •.••1 • ••••1 •••• • .•.• • . •••• • • •••• • • •• • • • • • • • e• •.•••b C97. -Ce.. °-.�- t e:9 •• •• ►--Nc 1-5 4-" 93 Nye o S D -- S - o R.evo t ' s Rip ct cc 3 p. --v,-,9 �c t 'P ELECTRICAL R APPROVE 2 3 AT/E. DATE �F21 CA L -7: - FIELD , . 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. •• • • • • • • • .• %"'cl+eci • • • •.• J •• • • •• • u re a a zQ 'cp o� �ow� W J� n L. 1-p ate- = 4N yW Ili Q W R 0 2 DIMENSION PLAN CONSULTANT DRAWN BY: RSC 4212015 A2.1 4 s • • • 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. 1? 1 Enlarged Plan - Bathroom II 1/4" = 1'-0" 01111 ■ r*1, - Ci N l b 2.0 c - pc/ --S D G Prza's�c•'t�D. 1'-6 1/2" 1'-11 1/2'' / 2'_6" / / OEnlarged Plan - Master Bathroom 1/2" = 1'-O" Z_0" Z_7" A ■ • . • .. .. . . •... ••.... .. .. •8 •••• • •.S. . • • 11•• ••.. . .... . • . • . • • .. •. . •• • .• . • ••. • ' ...... • •• • ti •• •J •• 4 J ••� ill O 0 W U. 2 00 JiCt 0. x" : ail ILII 00 1 i. a q('-OW7.,'" m co -I o WO LL I%a� ag J W M •i W l�1eC�1 C PcTS� 4 - -24a -tP e r-6" 5'_7' O 0 O 0 11> XXX <xxxxx xx�XXX Enlarged Plan - Kitchen 1/4" = WO POINT ALONG COUNTER TO 8E MORE TP "I"' 2 FEET FROM G.EI PROTECTED FECE¢IACLt PUT DIW RECEPTACLE UNDLR SINK ALL FIXED APPLIANCES aN DEDI3ATED CKTS. 1>j\: r-% i �-�c1- Oil v�-�e C o� 4 —,-E-e --4-p .-Y.ca" - 1^$Cte rate G F i Pia -►-c - ccl ►-c � �p-�-~� GG ip O 1j ZO ,44 -AP - ?ki-4 fl F 1 PRU.'r„E.C.'rE.IN ELECTRICAL RE PPROVE Enlarged Plan - Bathroom 111 1/4" = 1'-0" EW i12-,„./2l� DATE DRAWN BY RSC 4/21/2015 A3.0D- 81.ET. Ns. 5 ..•... . . . OOOOOO • • ...... ..•.. .. ..••. ...... • • .....• • . •..... • • 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. (4 1 Enlarged Plan - Bathroom I1 1/4" = 1'-0" FXC 'T11`1G. — -i'c) 1 e�- P r c. c e — js- ep \ c. c,e: .IFG c -A c�-f 1'-6 1/2" 1'-11 1/2" RGplccc-e_ rJ"r�vv-« ,c)ci (*"---e_tc:3 0 O \ 2'-6" / / 2-7" T ,a Gp I c - OEnlarged Plan - Master Bathroom 1/2" = 1'-0" .vST 1 1•-1 C-1 • • • •• •••. . •.•• ••• • •.• ••.•, • •. .4 •.•.I • • • • • • • .• O 0 _ , L O 0 O O- 4 II III II 11, II II II II II II II II II NI 1 Enlarged Plan - Kitchen Kr-1-�.1.1��•� p►CcC.c �G�� hc4 -e.- let' ->'C. Cp 1 Ce Ce J'► 1/4" = '4 EX\ST 1 NG 4 1 3'-8 1 /2" .141 1 .1.I - -t �vpC, c_ / . '4,/,‘ is NG PLANS /fed—� Date c ./ -t5 . r lte C> S -cc: - e'-- t w-Ct-'-Cr c to S-.--� I , -D 8 qua ,..., O4 Enlarged Plan - Bathroom III l CA..o - I , 5 f- r,M l-yNo DRAWN BY: RS 1 /4" = 1'-0" �c cts ► . 55.p q >�,�— .,z,2o,5 �.cc-�t� 1.59f' -y. A3. IDM /P&- L tita 1 t -3C., Apnr • • • •• .. • • • • •.•• • • • • • ••. •• • •• • •• •.• . .• . • .. • • .•.•.. . C0 • .•z J • • J •• W O W i o v a 4 co 0 _J J 0 = vw 4 N°W0 III Cum D Lu 1 - - CC (1) UJZ Z1 Win 2 W 4, ► c, c� c-ct c.e-t- ...... • •• •.•... • • •..... • • •.•.. • • ••S.. •••••. • • .••••• • • • •••••. • • 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. OSouth Elevation 3/16" = 1'-0" Level 2 Alk 10'-7" Kir Level 2. AL 8'-7" F.F.E 1'-0" • • . •..• . •.•• •.•H • •••� •S.• • . ••.• •S.•. • • • . • .• • E North Elevation Level 2 AL 10'-7" Level 2. du 8'-7" F.F.E 411, 1'-0" 3/16" = 1'-0" • •••• • • •••• �• . •••. • ••• • • . • • • • • •• • •• • • • • .• •• • • • • • • • • . • U • •• . •• n• ••• •• • v) w cc W a 0 ce a z� Q H �� Z � 2OWc N J M o J (� 0.- (1) - W . v) wCein2 �S ARCNITACT CONSULTANT DRAWN BY: RSC 4/21/2015 owc. A4.0 SHEET. Mn. •....• •• . • • 000000 • • •S•.• • • •••S. •000S. :• •0•S.. • • •.S.. • 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. • • • •••• -- ..• •• • • . ••• EAST WEST HOLDING PROPERTIES, LLC RESIDENCE LOCATED AT: . 5 NE 107 STREET . . ' i' • • • • • . . • MIAMI, FL 33168 • • •. • • • • ; • • . • • • • • • • . • EXISTING ELEVATIONS "' • • •' • • • Level 2 •••• 10' - 7" •••, Level "" — �1 .. •., �� 5 �,, 7 8' - 7" • • • • • J �J �,.,,/ /, �8 ! • • '••' , 105) F.FE — — — 1'-0"�1 Elevation OEast 3/16" = 1'-0" Leve 11 13 10' - 7"l Level — 81 7"�1 g 14 C E 1 1 g L F.F.E Q 1'-0" g ii 6 0 g I West Elevation DRAWN BY RSC 4/21/2015 3/16" = 1'-0" OW6. A4.1 MEET... 8 •••••• •. 000000 • • ••••.• • • 00000 • • •••.. •••••. .: •••••• • 00000 • •••••. • • • OOOOOO • • •••••. •••.. • OOOOO •••••. • ••••.• OOOOO • FIELD VERIFICATION Window Schedule FIELD VERIFICATION: Window Opening P g 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. • •••• •�-• ••• ••••4 ••'•4 • . • • • • • • Window Number W H Frame Glass Manufacturer Comment Remark 1 78" 58 1/2" 3" BRONZE CLEAR LAWSON „ 8700 HORIZONTAL ROLLING WINDOW XO NEW WINDOW - NOA # 12-0127.08 2 38" 58 1/2" 3" BRONZE CLEAR LAWSON IMPACT CASEMENT "O/S" 3200 NEW WINDOW - NOA # 13-1217.22 ••• •• "•' : : ••• EAST WEST HOLDING PROPERTIES, LLC RESIDENCE LOCATED AT: 5NE107STREET••• ••• •••••• • • M • IAMI, FL 33168 ••• • ••• ••• ;••• WINDOW & DOOR SCHEDULES ••• •• ••• ••• • • ' i •. 3 26 1/2" 40 1/2" 3" BRONZE OBSCURE LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 4 1/2"26583"BRONZE 1/2" CLEAR LAWSON " ��••• 8700 HORIZONTAL ROLLING WINDOW XO NEW WINDOW - NOA# 12-0127.08 5 38" 58 1/2" 3" BRONZE CLEAR LAWSON IMPACT CASEMENT "O/S" 3200 NEW WINDOW - NOA # 13-1217.22 6 26 1/2" 58 1/2" 3" BRONZE OBSCURE LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA# 12-0127.08 7 38" 58 1/2" 3" BRONZE CLEAR LAWSON IMPACT CASEMENT "O/S" 3200 NEW WINDOW - NOA # 13-1217.22 8 111" 63" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOX NEW WINDOW - NOA # 12-0127.08 9 111" 63" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOXa NEW WINDOW - NOA # 12-0127.08 10 111" 63" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOX NEW WINDOW - NOA # 12-0127.08 11 31" 57 1/2" 3" BRONZE CLEAR LAWSON 7700 SINGLE HUNG FULL VIEW NEW WINDOW - NOA # 12-0127.16 12 23" 41 1/2" 3" BRONZE OBSCURE LAWSON 7700 SINGLE HUNG FULL VIEW NEW WINDOW - NOA # 12-0127.16 13 38" 40 1/2" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XO" NEW WINDOW - NOA # 12-0127.08 14 77 3/4" 58 1/2" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOX' NEW WINDOW - NOA # 12-0127.08 15 77 3/4" 58 1/2" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOX NEW WINDOW - NOA # 12-0127.08 16 77 3/4" 58 1/2" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOX' NEW WINDOW - NOA # 12-0127.08 17 77 3/4" 58 1/2" 3" BRONZE CLEAR LAWSON 8700 HORIZONTAL ROLLING WINDOW "XOX NEW WINDOW - NOA # 12-0127.08 Door Schedule Door Type 0 Door Number Width Height Frame Type Type Manufacturer Comments Remarks 101 3o n 80 I' WO CD GI _ C x :.5----9 —.)--c:, .�Gr--)--, -1 — I 102 3.."80 c' PVC- `� p ro--+;��'_ t�CS; +-,c.� c.gGScr-122- 103 ,� 30 I� 8o Mc -i --GI ----- -e- x S '9 -rtf, ,,--C-;•-Gc-Th i 1 104 'jp " €DO I i ---1.---)- 6-t<=1 1-y-9 x -r4 --y-9 � _'h LK�+'Y� G i ^ . ` DRAWN SY: RSC 4/21/2015 i 105 7 ►' 8 a I, f --y-1.-±<:=1 — X t S'— --9 -�-1 r--�Y'Y� 9 ; --1 --_ owc A5.1 ter. H. 9 •••••. • • • OOOOOO • • •••••. •••.. • OOOOO •••••. • ••••.• OOOOO • CDIV Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by�-c t'1 �' W i J / rO .a-. ief #13/41•15 r inirform special inspector services under the Florida Bujlding Code at the .$ 4' /0 project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ?ir SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply.• • The folio ' g individual(s) emplo d by this firm or me are authorized representatives to perform inepestion * 1. -e•-r,,--f i>J o z ce.x= 2. ��L6--e-v „,,,,,,.c.,2_,---›_4...4 • 3. 4, •••• •• • •• • • •••. •• •• *Special Inspectors utilizing authorized representatives shall insure the authorized representative is quzligiod by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include Iiceasuro as a prol'e€sioneT engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from, an architectural education program; successful completion of the NCEES • Fundamental Examination; or registration as building inspector or general contractor. • • • • I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnerperforming ince .cur: services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed EngineerlAr ct Name �z�-+'-��zc�z> L,1 .--• - • • ••• • . • •• • Created on 6/10/2009 (PRINT) Address /2 3 2) J -Z 94- ""e--4%,- ,, ,°c Phone No. 7236 3‘,‘ • • • • • • �• • • - �i>7 A.S.D. Consulting Engineers, Inc 17320 5 W. 142N0 61 M?AMI. Al 33177 PHONE (7861 351 3563 FAX 17061 476 6950 WWW ASOCONSENG.COM STRUCTURAL CALCULATIONS PROJECT NAME: RESIDENCE STRUCTURAL REPAIRS 5 NE 107TH STREET MIAMI SHORES, FLORIDA 33138 PREPARED B`f1ERNANDO AZCUE, PE LIC NO: 65521 DATE: 05-26-15 Fernando Azcue P.E. License NQ 65521 STRUCTURAL •••• • • • • •••• • • • • •• • • ••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • .• • .• ••• • • • • • • • • • • • •• • •• •• • • • • • • • • • •• • • ••• • • • • • SD A.S.D. Consulting Engineers, Inc TABLE OF CONTENT WIND CALCULATIONS 1-3 NEW WOOD GIRDER 4-5 NEW RAFTER 6-7 RAFTER REPAIR 8-10 FOUNDATION IF REQUIRED 11 PRODUCT APPROVAL 12-14 . . . .. . .. . .. ... . .. . . .... ... • . .. . ...• . •• .. • . . . .. .... .. . ... • • • • • • •• • • • ••• • .. • • • • • . WIND CALCULATIONS. COMPONENTS AND CLADDING Code: ASCE 7-10 Basic Wind Speed, V=175 MPH Occupancy Category, II Exposure: C Kd=0.85 Components and Cladding Design wind pressures p = qh [(GCp) - (GCpi)] qh = 0.00256 Kz Kzt Kd V2 Kz=0.85 z=15 ft (Table 30.3-1) Kd=0.85 Kzt=1.0 V=175 MPH qh = 0.00256 * 0.85 * 1.0 * 0.85 * 1752• qh = 56.6 PSF . External Pressure Coefficients, GCp. (Wall)•• • • •• • • • . • •• •• ••••• . .. • . •, . • Effective Wind Area GCp (Wall)►'' •..•.• Zone 4 • • one 5 • Positive Negative Positive ' Negative • 10 SF +1.0 -1.1 •t1 U : •-1.4Q 15 SF +0.97 -1.07 +0.97 • .r1'34 20 SF +0.95 -1.05 +0.95 -1.29 30 SF +0.92 -1.02 +0.92 -1.23 40 SF +0.89 -0.99 +0.89 -1.19 50 SF +0.88 -0.98 +0.88 -1.15 GCpi=±0.18 (Internal Pressure Coefficient) 1 Design Wind Pressure: p = qh [(GCp) - (GCpi)] Allowable Wall Wind Pressure (PSF) Effective Area Zone 4 Zone 5 Positive Negative Positive Negative 10 SF +40 -43 +40 15 SF +39 -43 +39••; -52•••• 20 SF +38 -42 +3g 30 SF +37 -41 40 SF +37 -40 -Sa . . +33 +37•••• L4t7. • 50 SF +36 -40 48 • .... •• +36 . . . • . • .. .. . External Pressure Coefficients, GCp. (Roof) . . . .. • • • • • • . . . . • • • . . • •.. . . . • . Effective Wind Area (SF) Zone 1 Positive 10 +0.50 20 +0.45 30 +0.40 50 +0.38 100 +0.30 Negative -0.90 -0.86 -0.85 -0.80 -0.80 GCp (Roof) Zone 2 Positive +0.50 +0.45 +0.40 +0.38 +0.30 Negative -1.70 - 1.52 -1.42 - 1.32 -1.20 Zone 3 Positive +0.50 +0.45 +0.40 +0.38 +0.30 Negative -2.60 - 2.40 -2.32 - 2.19 -2.00 2 • • Pressure (PSF) Ultimate Wall Wind Effective Area Zone 4 Zone 5 Positive Negative Positive Negative +67 -72 +67 -90 10 SF 15 SF +65 -71 +65 -86 20 SF +64 -70 +64 -83 30 SF +62 -68 +62 -80 40 SF +61 -66 +61 -78 50 SF +60 -66 +60 -75 I Allowable Wall Wind Pressure (PSF) Effective Area Zone 4 Zone 5 Positive Negative Positive Negative 10 SF +40 -43 +40 15 SF +39 -43 +39••; -52•••• 20 SF +38 -42 +3g 30 SF +37 -41 40 SF +37 -40 -Sa . . +33 +37•••• L4t7. • 50 SF +36 -40 48 • .... •• +36 . . . • . • .. .. . External Pressure Coefficients, GCp. (Roof) . . . .. • • • • • • . . . . • • • . . • •.. . . . • . Effective Wind Area (SF) Zone 1 Positive 10 +0.50 20 +0.45 30 +0.40 50 +0.38 100 +0.30 Negative -0.90 -0.86 -0.85 -0.80 -0.80 GCp (Roof) Zone 2 Positive +0.50 +0.45 +0.40 +0.38 +0.30 Negative -1.70 - 1.52 -1.42 - 1.32 -1.20 Zone 3 Positive +0.50 +0.45 +0.40 +0.38 +0.30 Negative -2.60 - 2.40 -2.32 - 2.19 -2.00 2 • • Design Wind Pressure: p = qh [(GCp) — (GCpi)] (Including interior) Ultimate Roof Wind Pressure (PSF) Including interior Effective Area (SF) Zone 1 Zone 2 Zone 3 Positive Negative Positive Negative Positive Negative 10 +39 -61 +39 -107 +39 -157 20 +35 -59 +35 -96 +35 -146 30 +33 -58 +33 -90 +33 -141 50 +32 -55 +32 -85 +32 -134 100 +27 -55 +27 -78 +27 -123 Allowable Roof Wind Pressure (PSF) including interior Effective Area (SF) Zone 1 Zone 2 Zone 3 Positive Negative Positive Negative Positive Negative 10 +23 -37 +23 -64 +23 -94 20 +21 -35 +21 -58 +21 -88 30 +20 -35 +20 -54 +20 -85 50 +19 -33 +19 -51 +19 -80 100 +16 -33 +16 -47 +16 - .14". .. .• • . .•. • . • •• . J . • • ...• •• • . • . ..• ....• . .. • • .. .. • . . • • .. . . . .. • •• • • • • • •• • • ..• • • • • • 3 1 lo` C4; 2.5 PsF // = 2 L _ 30 ,� r. ._. =. 3,2. 1.4) . . • . , .. • • .... .... • .. .. • . .... .. • • ▪ • • • .... • .. • . • •. ..• .. • • • • ..• • • • • • ••• • .. 4 • • • . . • • • • • • • • • ASD CONSULTING ENGINEERS 4705 SW 143 AVENUE MIAMI, FLORIDA 33145 Rec WSW' Tide : Dsgnr. Description : Scope : Timber Beam & Joist Job ik Date: Page 1 Description Girder Timber Member Information X11111m 4-2',-#o Timber Section 4-2x10 Beam Width in, 6.000 Beam Depth it 9.250 Le: Unbraced Length ft 133 Timber Grade n Roe, No2 Fb - Basic Allow psi' 1,050.0 Fv - Basic Allow psi 175.0 Elastic Modulus ksi� 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span Dead Load Live Load Results tint' 10.00 235.00 352.00 Ratio = 0.9810 Mmax Gi Center in -lc 88.05 (4X= ft' 5.00 fb : Actual psi" 1,029.1 Fb : Allowable psi1,049.0 Bending OK fv : Actual psii 67.3 Ft/ : Allowable psi; 175.0 Shear OK Reactions Left End DL lbs; 1,175.00 LL lbs t 1,760.00 Max. DL+LL His!! 2,935.00 Right End DL LL Max. DL+LL Deflections lbs 1,175.00 lbs 1,760.00 Ibs 2,935.00 • • • • • •• • • •.•• • • •••• • ••• • • • •Y • • 5 • • • • • •••• •• • • • • • • • • •••• • •• • • -- _- •• • •J••• • • • • • • • • • • • • • •• • • • .•• �• • • • ••• • • • • • •• • 1 Center DL Defl in -0.084 L/Defl Ratio 1,437.0 Center LL Defl in S -0.125 L1Defl Ratio 959.4 Center Total Defl in . -0.209 Location ft 5.000 L/Deft Ratio 575.3 (c) 1983-98 ENERCALC KW -0600, Ver 5.0.6, 15 -Jul -1998, Win32 d Zi tie" M.- B P57:-. I. d- = 3v r. •••••• • . .... • •. •• • • ••• • • • • •• . • • • • .... 1.• • • • ••. . •••• • •• •• • •• •.. •• •• .. • • ... • • • • . .. • . • .. .. • • ... • • • .. ASD CONSULTING ENGINEERS 4705 SW 143 AVENUE MIAMI, FLORIDA 33145 Tice : Dsgn Description : Scope : Date: Job* Rev: SCRIM Timber Beam & Joist Page 1 i Description Rafters at bedroon No 4 Timber Member Information 2xs Timber Section 2x6 Beam Width in! 1.500 Beam Depth in 5.500 Le: Unbraced Length ft' 10.00 Timber Grade ;outran PiOe, No2 Fb - Basic Allow psi 1.250.0 Fv - Basic Allow psi, 90.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 10.00 Dead Load #/ft 33.00 Live Load #IR, 40.00 Results Ratio = 0.9521 Mmax @ Center in -k; 10.95 @X= ft" 5.00 lb : Actual psi` 1,447.9 Fb : Allowable psi, 1.520.8 Bending OK fv : Actual psi 60.5 Fv : Allowable psi 90.0 Shear OK Reactions 1 1 Left End DL LL Max. DL+LL Right End DL LL Max. DL+LL Deflections 165.00 200.00 365.00 165.00 200.00 365.00 •••• • • • • •••• • • • • •• • • ••• • -1-.—. • •• ••1••• Center DL Deft UDefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio (c) 1983-98 ENERCALC in in ti ft -0.223 537.8 -0270 443.7 -0.494 5.000 243.1 •.•• • • •••• •• • • • • • •• •• • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • KW -0600, Ver 5.0.6, 15 -Jul -1998, Win32 7 7"./�{j5:5:. ?J' Cr.'L . 4,5 1-(:).* GHQ = 2 s /.33 �.. 33 96r-. 6°4 - 6°4 = 30- = 40 SCF 14)0 347ti �•�� S 30 - .... .. . .• .... 8 ... . ... .... . . .. • .. . . . .. • .... ... ... .. ... .... .. . • ••• .. • • ••• ••• • ••• ••• • • • • • • x T = 1s3B .I224 40 — �� i 1440 29-I- t 2 ) 2 1c - P °2 sc,,,-4774' 3084 7441 4 iv c5a4010.-4444Autote44-..40,4s:Ae Teoz 4 60,0,,,,c5.2, •••• • Z= /77 x,-11 L �� a . ••••••• .• Se"- 4617761601eTZ 7.42.361(.7 • •• Y /771>/44I f; k- .••••• • • • • • •••• • •• • • •• • • • • ••• •• •• • • • • • • •• • • • •• • • • • •• ••• • • ••• • • • •. • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 95 '?able 1.11. WOOD SCREW Design Values (Z) for Single Skew (two )Core io0s' for Salm Lumber or SCL with both members of deistical specific gravity H 1 Lia 0 X CP MD CO) 1 Z a oz M nil 1n I' 0.1 ". 6 11B- 0151 7 ! 86 0.164' 8 106 Ins_ Ras_ 53 48 47 41 58 53 52 45 66 60 50 51 116 09 101 86 83 103 100 111 108 ISV41 adAiiaMOG 117 107 127 116 160 147 100 93 108 100 131 118 • • • ••• • • hY�:;,�a«, '� �•-� Mandl be �d by � amicable finless(see Tale 10.3-1). 1 � designin side grain sib e A 1cs wood Sem etneated 4ater desigcvalues��tm inureeed �dquall wood gi- d (F0X screw i ler _099' P9 Wolin FA =9900 member equal for 0177'4W/23W = 70,000 for 0.2 COO i Qt1' _742 F � be shal n.ciQied blr P 100E WOW � OD, labored lateral design AMERICAN FOREST & PAPER ASSOCIATION • • •• • &I 4)) v -g 2'974 dot r-c%dte ISb x 0- 7,e 21., 4 IS) 1.Sx4 Soo =3G04:3 4404 0.6= 2c3841. ae"-7/i-7 ZwZC > 4.),14/#=-7- 2,84 ,14/#=-7-2,84 7 2-43 )41 .Z t �i4 = . 3 C7-rf�c- � 4 —Z� x � 1 �z�� d€ .. •••• • • • ..• • ••• • • • ..• • • .... .. • • • • • •••• • .. .. • • • • .. ••••.. • • ... • • • • • • •• • ..• .... • .. 11 • • • • • SIM200802 Used for Florida State Wide Product Approval # FL11473 Products on this Report which are approved: Product FL# Product FL# DETAL20 11473.1 LGUM210-2-SDS 11473.12 FGTR 11473.2 LGUM210-3-SDS 11473.13 FGTRE 11473.2 LGUM210-4-SDS 11473.14 FGTRHL 11473.2 LGUM26-2-SDS 11473.12 FGTRHR 11473.2 LGUM26-3-SDS 11473.13 HETA12 11473.3 LGUM26-4-SDS 11473.14 HETA16 11473.3 LGUM28-2-SDS 11473.12 HETA20 11473.3 LGUM28-3-SDS 11473.13 HETA24 11473.4 LGUM28-4-SDS 11473.14 HETA40 11473.4 LGUM410-SDS 11473.15 HETAL12 11473.5 LGUM46-SDS 11473.15 HETAL16 11473.5 LGUM48-SDS 11473.15 HETAL20 11473.5 LTA1 11473.16 HGAM 10 11473.6 META12 11473.17 HGUM5.25 11473.7 META14 11473.17 HGUM5.50 11473.7 META16 11473.17 HGUM7.00 11473.8 META18 11473.17 HGUM7.25 11473.8 META20 11473.18 HGUM9.00 11473.8 META22 11473.18 HHETA12 11473.9 META24 11473.18 HHETA16 11473.9 META40 11473.18 H H ETA20 11473.9 MSTAM24 11473.19 HHETA24 11473.10 MSTAM36 11473.19 HHETA40 11473.10 MSTCM40 11473.19 HM9 11473.6 MSTCM60 11473.19 HTSM16 11473.11 MTSM 16 11473.2 HTSM20 11473.11 MTSM20 11473.2 SIMPSON SIMPSON STRONG -TIE COMPANY, INC ... • . . . • .... . . . . .. . . ... . . . . • .. . . . . • .... .. . • . . . . . .... • .. .. • . . . . . ..• .. ..• • . . . • • • • • • • • .. • TABLE 6 — LGUM AND HGUM ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Model No. Ga Dimensions (in.) Fasteners Allowable Loads (lbs.) W H B CMU/Concrete Joist Uplift Download (DF/SP/LVUPSULSL) Titen HD SDS Screws (1160) CMU Concrete (100/115/125) DOUBLE 2x SIZES LGUM 26-2 - 12 3'/16 5 4 - 4 - %" x 4" 4 - %'x2%" 1430 5595 LGUM 28-2 12 3'/16 7 4 6 - %" x 4" 6 -'/:'x2%" 2435 8250 LGUM 210-2 12 3'/,s 9 4 8 - %" x 4" 8-'/:'x2'/i' 3575 9575 TRIPLE 2x SIZES LGUM 26-3 12 5% 5'% 4 4 -%8" x 4" 4 - %"x2%" 1430 5610 LGUM 28-3 12 5 % 7 '% 4 6 - %" x 4" 6 - %:"x2%" 2435 8290 LGUM 210-3 12 5 Y 9'/ 4 8 - %" x 4" 8 - %:"x2%" 3575 9715 QUADRUPLE 2x SIZES LGUM 26-4 12 6 11116 5 5/16 4 4 - %" x 4" 4-'/:"x2'/z" 1430 5625 LGUM 28-4 12 6 "116 7'/16 4 6 - %" x 4" 6-'Wx2'/z" 2435 8335 LGUM 210-4 12 6' 1/16 9'/16 4 8 - %" x 4" 8 -'/:'x21/2" 3575 9860 4x SIZES LGUM46 12 3% 4% 4 4-%"x4" 4-%:"x2%" 1430 5600 LGUM48 12 3% 6% 4 6-' "x4" 6-%:"x2%" 2435 8260 LGUM410 12 3% 8% 4 8-%"x4" 8-Wx2%" 3575 9620 ENGINEERED WOOD AND STRUCTURAL COMPOSITE LUMBER SIZES (HEAVY DUTY) HGUM5.25 7 5 V.' 11 to 30 5'% 8 - %" x 5" 24-%"x2'/s" 10085 14965 16015 HGUM5.50 7 5 % '5 % 8 - %" x 5" 24 - Wx2%" 10125 14940 16015 HGUM7.00 7 7 5 % 8 - 5/8" x 5" 24 - %"x2%" 10375 14770 16015 HGUM7.25 7 7 % 5 % ' 8 - %" x 5" 24 - Wx2%" 10415 14740 16015 HGUM9.00 7 9 5 % 8 - %" x 5" 24 - %"x21/4" 10705 14545 16015 Notes: 1. Uplift loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum fm = 1500 psi and fc = 2500 psi. f, LGUM Page 12 of 13 HGUM Typicet ',GUM Installnt on q �... • • • • 'j e s e a • •e s e e • lee e e e e e e e• e e` Page 6 TABLE 4 NVRT — Fiat and Twisted Rafter Ties 1"x14 G NVRT Wood to Wood Length (in) Product Code Gauge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 Notes: 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. fastener values are based on a minimum 13" thick wood members. 3. * Indicates no. of nails in each connected wood member. 16d Fasteners Maximum Up ift Load (lbs) TOTAL member* Fiat Ties Twisted Ties 6 3 588 s 588 S 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 NVRT Wood to Concrete No. of 16d nails to Wood Framing No. of i" diameter Tapcons to Concrete Maximum Uplift Load (lbs) 3 3 588 s 4 4 722 5 4 856 6 5 991 7 5 1125 4. ITW tapcons shall be embedded a minimum of 1i" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall have a min. edge distance of 24" and minimum staggered spacing of )4" as shown. 5. Use only in Non—HVHZ. 6. For Uplift loads Cp=1.6 0 0 O O NVRT Anchor Holes dia. fi" LENGTH 14 FLAT HALF Connected to truss • s e se • e e 0 9 HALF Connected 6.14 to wall • e e e 0 0 0 LENGTH TWISTED Do not Use circled holes UPLIFT • • • • • •• • • wiiols 4oki 140 16d "Tapcons ..•. • •••• • ••• • • • •• • • setticPe • • • • •• • • • •• • • • • • • •• • • • ••• • • • • • •• • 23" Min. edge distance Tie Beam formed with concrete filled mosonory or concrete tie beom RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORID Robert S. Monsour, P.E. FI # 11955 / 0006024 DESIGN WIND LOADS IN PSF. MIAMI DADE 010 I CODE D ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary.Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 j,5 ,,, , . 154.1 -50.4 -48.3 -46.8 -45.6 -44.7 :p : • . ► : -572 : - -53.4 -51.1 -49.5 -48.3 -47.3 .2'5 ..; •,,; •, i.g • -55.8 -53.4 -51.7 -50.4 -49.4 30 ... -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 . 40. .,, ,,.;66.1 -61.7 -59.1 -57.2 " -55.8 .," -54.6 „ 5l • • •: 60• -•' •.' .-69.3.. '.!719 : ; -64.7 -61.9 -60.0 -58.5 -57. -67.0 -64.2 -62.2 -60.6 -59 / Length pf,End,Z n.e (a): 10% of least horizontal dimension or .4 h, whichever but no! leis thadet% elf least$1 rizontal dimension or 3 ft. (h = mean roof hei • .... •• •. : :..: lNOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. 1 9-- Length t .. Florida Building Code Online \,•f 1 444 no w A+ -s' o sig a ato Florida Cepartme^t4 Busines ' Professibna Regulation /41)1 Page 1 of 3 BCIS Home Log In i User Registration ! Hot Topics I Submit Surcharge Stats & Facts i Publications FBC Staff i BCIS Site Map license efficiently. Regulate fitly. �Or Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15428-R1 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 Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Technical Representative Address/Phone/Email Thomas Sotos tom@lawsonwindows.com Thomas] Sotos Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-industries.com Quality Assurance Representative Joe Thiry Address/Phone/Email 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwindows.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Validated By Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year • • • • • • • • • • JeS 201 1994 •• •TAS 202 1994 • • • •rAS 202 1994 • •• ••• •• • • • •• Equivalence of Product Standards Certified By • ••• ••• ••• • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV RQ... 4/22/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 10/24/2013 10/25/2013 10/25/2013 FL # Model, Number or Name Description 15428.1 8500 Non -Impact Flange Frame Horizontal Rolling Window 8500 Non -Impact Flange Frame Horizontal Rolling Window - XO, OX, XOX Configurations Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +73.3/-100 Other: Certification Agency Certificate FL15428.__R1C CAC. 12 _0127-19;pdf Quality Assurance Contract Expiration Date 01/26/2016 Installation Instructions FL15428 R1 II 12-0127-19.odf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.2 8600 Non -Impact Fin Frame Horizontal Rolling Window 8600 Non -Impact Fin Frame Horizontal Rolling Window - XO, OX, XOX Configurations Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +73.3/-100 Other: Certification Agency Certificate FL.1.5428 R1 C CAC 12-0127-18.Ddf Quality Assurance Contract Expiration Date 02/23/2016 Installation Instructions FL15428 R1. II 12-0127-18.D1 Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.3 8700 Impact Flange Frame Horizontal Rolling Window 8700 Impact Flange Frame Horizontal Rolling Window - XO, OX, XOX equal lite, XOX un -equal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R1 C CAC 12-0127-08.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2017 Design Pressure: +80/-80 Installation Instructions Other: FL15428 R1 I1 12-0127-08.0df Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.4 8800 Impact Fin Frame Horizontal Rolling Window - XO, OX 8800 Impact Fin Frame Horizontal Rolling Window - XO, OX Configurations Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Certification Agency Certificate FL15428 R1 C CAC 13-0724.09.Ddf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL15428 R1 II 13-0724.09.pdf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: •• ••• • • • • • •• • • • • • • • • • !Back] Next) • • • • • ContIctUs :: 940 Mort. MdtillSe 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 Iawmalladtllesses are pAlic &vo•1s. If yaw do not leant your e-mail address released in response to a public -records request, do not send electronic mail tothiebntity!Instead, contact the of*ce by pone or lay traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1r Flo ida S tutes effeclve October 1, 201L,•ic nsdps lensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ails p iiidedm be use; for offital LbmMun!atidb with the licensee. However email addresses are public record. If you do not wish to supply a personal addrs%, ple a provide tw?ep 'rent with annaiSa dIess which can be made available to the public. To determine if you are a licensee under Cha ter 445, F.S., please dick here . Product Approval Accepts: • •• • • • • ••• • • • • • • • • • •• •• • • • • ••• • ® I``"-' • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtep%2bDhVRQ... 4/22/2015 Florida Building Code Online Page 3 of 3 tits, Cre,, • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1 321C' ArE http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtep%2bDhV RQ... 4/22/2015 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 ormaterial 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 "IIS -8700 (Flange Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 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, 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 donee n. t . e.tir ity. • • • INSPECTION: A copy o'this ei ti i s al l provided to the user by the manufacturer or its distributors and shall be ay,: tatilpifdtjOspgCti¢n tt he job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documet ationwas reviewed by 1itlnpetPerez, P.E. MIAMI-DADE COUNTY . PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade,govinera/ • n APPROVED •• • • • • • • • • . • •• • • •_� . • • ••• • • • • ••• • •i/ig • • • • 1 • • MJ • • • • • • • •• • • • • •• Y• ••• • • ••• 0 • NOA No. 12-0127.08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-3048, HETI-40-3049, HETI-10=3049I, HETI-10- 3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10- 3057, HETI-10-3130, HETI-10 3131, HETI-10-3223, HETI-10-3224, HET -10- 3225, 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. 11-0705.10) 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 2411 3.2.1, TAS 202-94 along with marked: up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) ....... . .. .. .... ...... . . • . . . . • . ... . • . .. . • • • . . • . . . . •... . . . • . . ... •. . • . ... • • • • ... . . • • • • . • . • ... - • • .• . •. . . . .• • ..• .. • • •• •• .. .. ... • • • ... . . Manue -Pere Product Control Ex mi r NOA No. 12-0 .08, Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, com i lying with FBC-2010, prepared by manufacturer, dated 05/28/09, revised on 07/10 a d updated MI 01/25/1 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. 11-0624.01 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 interlayers" 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 Acceptrwe•tp. 11;-0.7415.0,, issied to Lawson Industries, Inc. for their Series "HS -8700 F1ang' Ailatidut4Hdrjzontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on:04/.1.02; • • . . . . . . • ... •• . . • • • . . • ... . • .. . • . . . . . . . . .. . . . . . • • ... . . . • . ... . . • • ... . • . •• • • E-3 •• • •. . •.. . . •• • •. . . . . . •... • •....•. •. •.... ••. . • .• ... . . atiAAL2,80 ManueliPer Product Control Exa in r NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Om i%/. 6 / ,/./.•i/ ' _ _ O Q%/ 0- 0 cp \\\ • E\\•,• W c • B • • • •• B st l NOTE: Om \\ \.. -0\\' 0 CD _ O J \\\ • E\\•,• W c • B • • 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & 131' REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C. 0, & E" REFER TO SHEET M4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. •• • ••••. • • • ••e • •- •••. ••••4 • • i VOnCIC�w "s glgl)o Q • XOX -��u Lite (1/q -1/3—i/3) •••NOTES: • OR DETAILS AND NOTES. 2)1+OR RVERTIC s FOR HORIZON54 4; SECTION DETAILS DETAILSILLS. "Al EHA REFER TO SHEET SHEET F3 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O a j f • k\ R • \,' • •• ---.- // ,/4 . 1 • • •27y • 1•i!� —. •••4 • •••• s - r --- \\\ • E\\•,• W c • B • • • •• B st i VOnCIC�w "s glgl)o Q • XOX -��u Lite (1/q -1/3—i/3) •••NOTES: • OR DETAILS AND NOTES. 2)1+OR RVERTIC s FOR HORIZON54 4; SECTION DETAILS DETAILSILLS. "Al EHA REFER TO SHEET SHEET F3 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O a j f // /// // ,/4 // '/4 Om XOX - Un -Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. & B1' REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & B' REFER TO SHEET /6 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATION$ 14- » 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 SHAD, BE INSTALLED AND ANCHORED 30 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 014 SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND A3 TABULATED ON SHEETS 8. 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED 11.1 THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED' HEREIN (SEE SHEETS 18, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS j6, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30PT. 1N THE HVHZ, 7H2 I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SHE SHEET a FOR DESIGN PRESSURES ON "X0 or OX' WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "X0X" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL IIUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS 114 CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 13. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED 1N COMPLIANCE WITH THE 2007 PBC CHAPTER 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO SINGIS UNITS OR SIDE BY SIDE MULLED wins. 16.) SEE SHEET 0 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING 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 WILL APPLY TO THIN ENTIRE MULLED SYSTEM. 18.) ALL METAL,/STEEL 114 CONTACT WITS ALUM114011 OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCT REVISED as complying with the FIori& DuildkW Code Acaptenee No Hxpintion Dent 7 cip h A z 0 1 1 1 1 1 1 1 i e.1 ttttt to. W I,e { d TEST UNIT SIZE: I11" X 83" • INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (0) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEB GENERAL NOTE /3 s #4. 1 • • • •• • • • •• • • • ••• • ,,2 • •• • ••_ • • • Om 85 3/8' OVERALL FRAME VIDTH 84 3/8' INTERIOR FRAME VIDTH TWO AAOO TI ANCHORS` Fd7TUN1 iSAV ITHEOPMOAOOVE3 H- 7SKF 14 TOTAL) 1.37�5 -- rdAL. 1.31 Mot. 0,L.0� Width • III' OVERALL FRAME VIDTH ,� Mc,r D.L0. )j2tA .243/8 : m N e f /r ,., / /// r t 74 /8' ^ /� In q8) /"i /// co > • 110• INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS SDR Ors; VITH DP ABOVE /- 70�fP f4 70TAL> ` �/ i. II - TEST UNIT SIZE: 74' X 03' INSTALLATION FASTENERS• (A) 8 AT FRAME HEAD (B) (8 AT AT FAA. FRAME SIHEAD SI. DP ABOVE 70.0 (8 AT FRAME RILL W DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • S22 GENERAL NOTE /3 • 94. 74. OVERALL FRAME VIDTH 73• INTERIOR FRAME VIDTH 13 1/4. OC. 13 L4' DC. Mae MTV • • • 1. SAFE PAM= 5}ALwG AT HEAD L SILL\ • • • 2. TVD 1bDITID•At moon REQUIRED • • • AT WAITING •A•.ee FOR UNITS WITH . DP ABOVE •78PSF / - 75PSF <4 TOTAL) •• • ••••�t1��y� "XOX" WINDOW EQUAL •F'SErVERTICAL CROSS-SECTION DETAILS 'A. AI, WI �•X 03•• • • • • 2. SEE HORIZO'ITAL CROSS-SECTI@1 DETAILS •C, D it Kt SIZE: lil „donAS.G ON FASTENE�4 • (A) 10 A FRAME HEAD 4 •4(L 4►i FRAME HEAD•Ij ,1P ABO (1) 10 AT EA. FRAME 3114 •14 AT FRAME MLR 4F•DP ABM On 5 AT EA. FRAME JAMB T ••• GENERAL I�OTE•'d•S� /1. • • • • •••• NUTi51NS WiltEFAPOpLIIERDEV/� RVAILAILE 80 tPTI@1AL. I.)TE ,B, tE• A81'T SHEEAT SHET8ET5 83 L • • • III' OVERALL FRAME VIDTH /3 V • 1 '70D) • • • , 110• INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS SDR Ors; VITH DP ABOVE /- 70�fP f4 70TAL> 5 as f ' 13 L44 ' I. Mon. D. LQ. Ai8N moi'D.L.O. .mlh ' • 24 3/B', n n 3J 1/7 C.m 'INTERIOR FRAME NEl i 1 1 Ev. O// Fy /// D iii =c_ oy�i/.;j` a /�i� // /// 13 1/ ' ©� 13 Lr // O o• 0. O °_'�"-; `•yTiCO-_ ° ¢;/ / dp .// O a' /1 i. e. i 113 1/4' 1 RR MTFS, 1 T ''' i I• ' i I 1 1. SAME' ANCHOR !PAC NG AT MEAD t SILL \L OktEO IT%S 9514 AND AREI JHTIN.ABLA3E 2. /NO AD ITIONAfRAILSORH EEIRTS REQUIRED ED AT AS OPTIONAL. MEEVIM DP ABOVE •70PSF / - 73P5F C4 TOTAL) "XOX" WINDOW - (IN -EQUAL LITE toms. 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, 1, L Bt' AT SWEET 83 2. SEE HORIZONTAL. CROSS-SECTION DETAILS 'C, D. 1 E. AT SWEET 85 0C. O.C. TV0 ADDD1710NAL ANCHCRS ROEUORNIRoSAVINEE0811VS S N- 714 -SF C4 TOTAL) r1+' 0 CD • ANCHOR NOTES. L SANE ANCHOR SPACING AT HEAD L SIL\ 2. WO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS OR UNITS VITH DP ABOVE •/- 70PSC 14 TOTAL) "XO" WINDOW EQUAI. LITE MOTES ( -OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS- 'A, Al. 8. t 21• AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. 0,L E. AT SHEET 84 13 V4. OO. 1/4. 0G 13 1/4' 0C. 13 l/4. 0L 5' AVAEXTgg &SStt T DDE ONIAL ILA.k 0 17PTI NL.. SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED es Building FRS withWsniff& (ding Code Acceptance No expiation Dote By V LA 2 i` 1 a 24 ..1 1 1 1 1 1 Ig 1 8: s s 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 142 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE :ftC• 4 • :;: . :. D I. ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TD BE REVIEWED BY BLDG. OFFICIAL MP.) 2. VDOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' MIN. ;,O ;ad AEMBEDMENt•, 4. . t d EXTERIOR GRADE PERIMETER CAULKING • • 11•11••• a •• • r • - a yy►► o•••i IC • • q ••H• 1.. 7 � o z 9 • •• • • • ••• • (3•• • • •• • • • • • •• •• • EXTERIOR', • •••• • •••• •••• • • •••• 1/4• MAX. SHIM SPACE fiYP.> 1 CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS STUCCO LIVER METAL.LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY L SON INDUSTRIES, INC. 114 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET *2 FOR MAX. FASTENER SPACING) ExT. GRADE PERIMETER CAULKING NUT BY TO APPLIED INDUSTRIES'. OTHERS <TYP.) ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 114, *5, 6 146. EXTERIOR GRADE PERIMETER CAULKING 4 a '.a :ti,�.:+;+4 : 4 d 4,1 l/4' MIN. .y . . EMBEDMENT •.M :1:Y:.0 ad I/4' MAX. SHIM SPACE ° (TYP.) 8.4 1/4' MAX. a. SHIM SPACE • <TYPJ. •1 1/4' MIN.- ..• EMBEDMENT. a - A . 4. d . .d V A OPTIONAL SILL INSTALLATION DETAIL AT "XO Qr. OX" 1/4' MAX. SHIM SPACE CTYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES. 1. THE VINDDW 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 CTYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 15 LESS THAN 1/0', SHIMS ARE NOT REQUIRED. ANCHORS NOTE' ANCHORS TO BE 1412 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 DR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying wdhtbe Piarlda Duildiog Code Acoepta•oe No Bxpfratioa Dam Oy Miami ci) 4 1 0 0 1 1 1 1 g a s 1 1 1 2X WOOD BUCKS BY OTHERS CTYP.) (BYINTEOTERS)N1SH 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 112 FOR MAX, FASTENER SPACING) • • • , IjyyIj((1�.• 1017iNNGG1i • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' MAX. SHIM SPACE CTYP.> �\:',SII:S;IISSSII :S11',SV ti BGR U'dtt'SI1`1tl'.WARH\'Wt1RSCd, .PT. WOOD BUCKS 4. 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 112 . FOR MAX. FASTENER SPACING) 4., • • IkXTERIOR WALL FINISH • $Y 401HERS (TY/.M • • • • • •• • 4 1 1/4' MIN. EMBEDMENT N. EDGE DISTAANCE EXTERIOR •• • •••• STUCCMEtAL LATH RAILED TO. • Q QqVVE11• EXTERIOPFGRADC 'PLYWOOD SHCATI*06 0 BE SPECIFIED BY ARCHITECT OR G.C. • (EXTERIOR 7INISH BY OTHERS} • • • • NOT BY INDUSTRIES DUSTRIESi INC. • • • •••• • •• • • • • •••• • • • • • • • • EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS CTYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDUW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK—BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME 70 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/B",SHIMS ARE NOT REQUIRED, ANCHORS NOTE. ANCHORS TO BE 1112 SMS DR VD. SCREWS INTO WOOD, UR I/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT RBVIS/3D as complying with the Florida BaiIdia Code Acaptmee No Expiration Date 1 0 1 1 i 1 1 1 1 1 1 z t 1 1 1 I • 11 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 112 FOR MAX. FASTENER SPACING) 1/4' MAX. "SHIN SPACE (TYP.) CD OD CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND LAMINATED GLASS EXTERIOR • • • GXT. GRADE 8444 • • • • • • . • • • • • • •• • •• •• • • •••• • •••• • C •••• • • • •••• • •• • • • • •••• • • WINDOW ASALLATrON NOTES. 1. THE WINDOW FRAME FLANGE TO DE BACK -BEDDED V/ 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 THS WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1112 SMS OR WO. SCREWS INTO WOOD, OR 1/4' TAPCDNS or APPROVED CONC. FASTENERS INTO CUNC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WINDOW FRAME BUCK WIDTH •tf: SHIM SPACE—•;i•,'{;•.• (TYP.) 4. 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 112 . FOR MAX. FASTENER SPACING) 4.. 1X G11 J 1/4' M1M. :MBEDMENT •..1 < 1 1/8' MIN. • ' • EDGE DISTANCE EXT. GRADE CAULK • e. WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE PRODUCT REVISED B., mwhit m. p1.1fd• nildTog eoCod.ptying AcoepWtm No ✓•, .: •,: ration D•1. •�;%TI>•IR'/• L8700-0901 1 8 1 X( i WINDOW • • • WIDTH HEIGHT 24 38 48 60. 72 24 36 48 60 72 24 36 48 .. 6Q i 72' ••• '•38 60 37. • " 37 • 53.125 74 26.5 37 - 53.125 74 26.5 37. 53,125 74. 26.5 37 53.125 74 24 24 24 24 24 36 36 36 36 36 48 98 •18• 48 63 60• 6Q 80 • 60 2 . 23 26 26 38.375• 3$376' 38+3'76• 38.374. 50.625 50.625 50.625 50.625 58 58 58 58 63 63 63 63 Jamb H&S • Anchors Anchors 3 3 3 4 3 6 3 6 3 8 3 4 3 4 3 6 3 6 3 6 4 4 4 4 • 4 6 4 i •V"• • 4 • 8 • r- • 5 . • 4 • 5 • 5 •-"8"" 3 •••4•_ /• 3 ••••• 3 ' ..•8.• r- 3 i--8-- 4 4 4 . 'i '. 4 • 6 • 4 8 5 4 5 4 5 6 5 8 5 4 5 4 5 6 5 8 6 " 4 4 8 Glass Type "A" (* 2) psf + psf 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 .. 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 DESIGN LOAD CAPACITY (PSF)-OXorXO WINDOWS Glass Type 'B" (* 2) + psf 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0" 65.0 65.0 65.0 65.0 65:0 65.0 65.0 _ 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & r) 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 CLASS TYPES "A, C, OR 0" INSTALLED ABOVE SOFT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. psf 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 +/- Pressures (psf) Glass TYpe "C" (• 2) psf 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 o -psf 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Glass T "D" r 2) + psf j -Psi , 70.0 1 70.0 70.0 70.0 70.0 1 70.0 70.0 1 70.0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Glass Ty.e"E" (* 3)' +psf -psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Glass Ty.: "F"(•3) + psf -psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.b 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 eao 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.d 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 80.0 80.0 80.0 80.0 80.0 80.0 ci) 0 z • Se aa. c • z E 0 � 0 z� a• s xz 6 0 O q CO 1 1 1 1 1 o complying ylth the uilding Code Acceptance No Expiration Date • SILL RISER - OPTIONAL r. APPL IED WITH SIL !CONE FOR DP ABOVE .70.0 PSV 0 0 % ...T...."..1:...4/1....f..te ss, 1#141, 41 I 4.44 DESI N LOAD C =A 1 (PSF) OX WINDOWS with Un qual Ito (1/4- /2-1/4) FRAME SIZE # Jamb # H & S Anchors Glass Type "B" (* 2) Glass Type "C" (' 2) Glass Type "D" ( 2) Glass Type "E" (* 3) Glass TYpe "P" (' 3) G Iass Type "G" (' 2) WIDtH HEIGHT Anchors + paf - psf + psf - paf + psf - psf + psf - psf + psf - paf + psf - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84, 24 3 8 80.0 80.0 80,0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96, 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 - 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60, 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72, 36 3 7 80.0 _ 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60, 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72, 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 418 •, 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 • • • • 4 .,,• • • 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • 4 4 • . 41 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 601 .60-, : 5 - '7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •••7t, -• 68 • 5 • •7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60. 5 i.p.•si8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 96 ••id8� 6Q •• 5 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6 • 5 ••••• 11- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • • •.i*• 28 • 3 '' b•••7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••.74• 38.136 • 3 •.•• 7 80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74. 51:r.625' : 4 "....7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 l •••74* 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 746 63" 5 ":'-7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I•• :•7194 25••I• 3 ••••••g . 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0' 65.0 75.0 679.5 38.37f» 4 • • • 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 :.79A. 5042.5. i 4 • . • .� - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 68 • 5 9 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63... t 5 ' 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 28 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.26 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.26 83 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111,. 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111, 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111, 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 _ 5 ; 11 - - 52.0 52.0 65.0 75.0 65 0 75.0 52.0 52.0 65.0 75.0 Notes (•): 1) SEE SHEET 9 POR 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.) SHL. WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & 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 ID) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE [.G. EXTERIOR LITE SHALL BE TEMPERED. i%� .1' 1 .....,1•RoouCT REVISED lis compiyin8 with the Florida iwine code ceoepte.m No 2- xpinlwn Date 'B Mi '%� EOX - Un-Fq"el Lttt• SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) a 0 4 o " z z o2 0 is 1 1 i DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 ) PN No. (305) 696-8660 ILUMINUM WINDOWS AND CLASS DOORS HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (COX UN—EQUAL UTE) ; + / - Pressures (psi) • FRAME SIZE # Jamb # H & S Glass Type "B" C 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" r 3) Glass Type "G" C 2) WIDTH HEIGHT Anchors Anchors + psf - psf + psf - pat + psf - psi + psf - psf + psf - psf + psf - psf 60 24 3 7 _ 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 85.0 75.0 ym 4 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 _ 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 •60 • • 5 7 • - 52.0 52.0 65.0 75.0 65.0 75.0 52,0 ' 52.0 65.0 75.0 • 73P • :60: • 5 . .. 9- - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " "Si 60 • 5 ".1 :9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 ..52.125 "IT - ".: 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 ' .63.125 38.375 4 i . : .. :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 :.53.1.25 50.025 • 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 .. 3.'1.25 '46 • .: 5 ; .. ; • • 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r •9.'15 W. . 5 .4 •. 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 '7P • ,: 3 • e l .. • 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 ' • •T( 38.3j5 4.. _ . 9 - , - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .../4. 50.6?1 4 • _ 1 _ _ _9 - 52.0 52.0 85.0 .75.0 65.0 75.0 52.0 52.0 85.0 75.0 1 ' 74 58 • 5 9 • • - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 6 _ _ 74 6_3 5 • • • 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S 79.5 - .26 • 3 9 -r 80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0�s 79.5 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 i I 1 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 -_ - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 f z 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 h I 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 k i 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 84 63 5 9 - - 52.0 52.0 65 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 mot 0�oo .. • ••• Notes(*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. PRODUCT RBv15HD ,_ •■�Myingwith lb, P11AQ• Building Code '>: • u t , 0.-" .i�.��. • 0. e'tib 6 ,� 0 0 2.) STANDARD SILL USED ON WINDOWS WITH +90.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. B, C, & D') \\ \N ` \\• // //X • . _ A.xephoo..I i Bxpirtpion Oeb ';?If1I,'%+. �' • j!, _ �� -d. RISER - OPTIONAL W N l� 1 •• Q C'}. 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & P") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 90.0. (SEE ELEVATION AT SHEET 2 OF 10) \\' \� \.. /� -,„ <I= I Nh, l By ... I;;ai I /� �� .SILL t�APPt1E0 WITH SILICONE I FOR DP ABOVE +70.0 PSI"_t:" /1 (+80.0 DP MAX.) _� i .' \ ........... i, �' �; « = .I 4.) WINDOWS WITH CLASS TYPES "A, C, OR G" INSTALLED ABOVE 30Fr. - - - - , 4T*" I1• IN THE HVHZ, THE 1.0. EXTERIOR LITE SHALL BE TEMPERED. XOx -Eoual Litp - d 9600 GLAZING DEPTH 'SILICONE OPTIONS' DOW CORNING 899 SC1NEE-IIORCNEAD 5731 TREPICO SPECTRIRI 2 LAMINATED CLASS COMPOSITION - TYPE B NM WARD DESCBIP1108 al DETAIL IAMINA0D DESCRIPTION I I/O' ANNEALCD GLASS_ �_� Anvna . SKLt0/1)714' C BY''IGLUTIA' 2 8190' PLASTIC INTERAYER _ _ 1,-_ ar/' 3 1At NNEALED GLASS )'Cit• ivy LAMINATED GLASS COMPOSITION - TYPE D ITEM 01483 DIICIPTION A. OVAL 1*11NAT1 DL8C8121109 1 1/D' NEAT-STRENGMEKD GLASS a. ,..rr_:._- Bp •OITE AVE By'•�p�i, 2 DOW DAPLASTIC INTERLATCR 1 12aSY 4 _ 41 r+ n3r I/O' ANNEALED GLASS 1/8' HENT-BTRCNf8)lENEO GLASS LAMINATED GLASS COMPOSITION - TYPE S ray OIA18 DBICJIPTIEA • MAL WIINATI DESCRIPTION 1 • P • L1 NEAT-STRIMIlitlaCOO.A9s !AI' PLASTIC INTERLAYER 4 _ ___ _ mic716 : .V•, WLE1f/I(LEPWC lio'BOLUTI2 3 1/t NEAT-37RQ1(IOLERFA SS • 1 • 0134r J • LAMINATED CLASS COMPOS1IOU - TAPE P aGunsGet I8CRPRM , % • . PALL _ IANINATI DESCRIPTION 2 APLPLASTIC/INTERLLTER• 'aM,ySv.y.1 BuT lir roi AVIA • • 1� - ANNEALS/ MSS • • • 1 • 0134r J I/O' ANNEALED GLASS *Brodie, • • •• • •••• • rfT• • • •••• • .•: ��i1 •••• • •• 'NYIQC•11• BIT/ONS': COW CORNING 899 • SC ORENGD 5731 • WTPjCTRIR 2 INSUTATED LAMINATED GLASS COMPOSITION TYPE A ' nu 014811101DCMdhAI• • F, DRAT. '1)08218 DIBCIIPTNIN 1 1/8• ANNEALED GLASS TAMEN PVB By. 'SGLUTIA- 2 0192 PLASTIC 8)7ENLA728 IN 3 I/O' ANNEALED GLASS -. 4 V4' INSULATED AIR SPACE ..,6,. N r+ •, TSA 5 1/9• ANIEA.ED GLASS CAl INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM 01AI11 IBDCIDPTIOD ,., BRAD. L. RA,- _ _ IAI18878 DBDCAIPT1011 1 1/B' ANNEALED GLASS CVB By. 'RP/Par 2 DOW PLASTIC INTERLAYER _L ■ m .Ar 3 1/P ANNEALED ASf GLASS �� • +'• - •+_ _ Tr NSLLATEB 4 1/4' AIR SPACE W..-5 moi /I r! 2, ., .. Tr 5 ANNEALED-. ler GLASS TA) INSULATED LAMINATED GLASS COMPOSITION TYPE G Rio 01118 123(3112710N L, DINAR '.61 1111NATZ DESCRIPTION 1 I/O' HEAT-ST0ENGHTENEO GLASS ryD 2y, 'WANT - 2 6990' PLASTIC 111713/LA7CR 444 ■ .,, 3 I//' NEAT-STOENGHTENED GLASS 4J ?.rtx --j7" FRAME SILL 1E4' INSULATED AIR SPACE 1. t.aES7 ek.11 I) r, •' •TAr 5 1//' ANNEALED GLASS D) tp VINDOVS VI1N GLASS TYPES •A, C, DR 6' INSTALLED ABOVE 30FT. IN TIE IIVHZ. THE LG EXTERIOR LITE SHALL BE TEI1EREI GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE UULUON APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PR56*118E5 OF THE WINDOW OR MULL SHALL GOVERN 8 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET !2 FOR 1405. FASTENER SPACING ANO DP TABLES FOR QUANTITY) EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING EXTERIOR `CJ FRAME MULLING DETAIL. SEE MULLION APPROVALS FOR MULLION TYPE, .SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR NULL 514111 GOVERN 1/4' MAX. / 12 S.D.S. X I. 1/4" 1. SHIM (T (SEE 521.94184 AT SHEET !2 INTERIORFOR MAX. FASTENER SPACING) _ PERIMETER SEALANT 1. STEEL ALL WITH EXTERIOR ALUM.TO BE PANTED T OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy >. 36 KSI MIN. (STEEL 18 CA. MN. THICK - 0.048') B) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" YIN. THICK) } METAL STRUCTURE ATTACHMENT DETAIL, WINDOW FRAME NOTE: HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM f PART / REGD. DESCRIPTION REMARKS 1 1-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 l FRAME SILL 6063-56 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-16 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-56 ALUMINUM 6 L-7707 1 VENT TOP/00550M RAIL 6063-56 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-16 ALUMINUM 8 1-7706 1 VENT JAMB LATCH RAIL 6063-56 ALUMINUM 9 L-8702 I FRAME SILL TRACK 6063-T5 ALUMINUM 10 1-8705 1 FRAME SILL RETAINING CLIP 6063-15 ALUMINUM 11 L-7708 AS REO'D. GLAZING BEAD 1 3/8' 3 6063-T5 ALUMINUM 12 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS 88 X 3/4' P.H. PHILLIPS 13 FS -040 AS REGD. INSTALLATION SCREWS 4114 SMS FH./PHIL. 14 L-7531 AS RE017. VINYL BULB 1/4' DIA. BULB 83033 15 PWS -003 AS RE0'1 FIN SEAL WEATHERSTRIP .187' o x .230' h 16 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP .187• r x .350' h 17 PWS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187' r x .310' h 18 L-7711 AS REO'D. GLAZING BEAD 5 INSULATED) 6063-T5 ALUMINUM 19 PVS-001 AS REO'D. PILE 8 GLAZING BEAD .187' • x .150' h 20 L-8706 AS RE(I'D. SILL RISER ADAPTER 6063-15 ALL84.- OPTIONAL 21 1-7539 2 VENT EXTRUDED SPRING LATCH 6063-55 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW 140 X 2 1/4' P.H./PHIL. 26.1 11C-044-1 2 WEEP FLAP L BAFFLE • 26.2 NC- 1 X VEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC -040-1 2 SASH ROLLER 1 HOUSING ■ 28 HC -026-1 1 SCREEN FRAME 1 MESH e 29 r 1 ATTACHFIENT SCREW 8 CLIP 88 X 5/8' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDE0 NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-15 ALUMINUM 33 r 2 LAMINATED GLASS See Deto1■ 8 L.H. of sheet 9 34 8 AS RE0'13. GLAZING SILICONE Eve Details 0 LH. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE 14LNTIN ALUM/NUM 36 011-5504 AS RE0'D. JOINT SEALANT x 37 x AS REO'D. PERIMETER ACRYLIC CAULK 001 POLYSEAMSEAL PRODUCT REVISED A complying with the Plaids Building -Code Accoptan00 No Elgltalion a h7 6. a 4L z X o C 1 e 1 1 1 1 1 P 1 0 .11,1111 FRAME HEAD L-7703 0 FRAME SILL L-8701 O •••• • •• ••• ••••I •• • ••I • • • • • 18,-481155 ••111 • FRAME FIXED JAMB L-7701 2643 ••'••• • • • •••1 • VVNT INTERLOCt %Alt • 6 • • •••• • •:17va 5 2262 —L67S•--�-I FRAME VENT JAMB L-8703 0 • • • • • •• •• •• • •• •• •• .730-4 SILL. TRACK L-8702 SILL RETAINING CLIP L-8706 1.466 -4 .062 754 VENT SPRING LATCH L-7638 .062 L235 1XED MEETING RAIL. L:7704 0 VENT TOP/BOTTOM RAIL L-7707 ®. t VENT TnP RAI (11 FRAME TOP CORNFR FRAYS NEW 131611LAND FRAME BOTTOM CORNER s. FRAME IIFFT010 1040 VENT I75 K 240 FRAME SILL / MEETING RAIL VENT BOTTOM CORNER 1 FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L-7708 O SILL ANCHOR CLIP L-8830 32 .185 111 2.714 I� GLAZING BEAD L-7708 0 GLAZING BEAD L-7711 SILL RISER ADAPTER L-8708 20 .500 F- I. -y —830 PRODUCT RBVISBD m cnmplyms with 206 Plolld6 Building COd6 iratioa Date ' i/i.. w'' if 1' 0 O z 0. ala Lw7 0 w2 O a$ E O z O Dr 0 0 s` m a 0 1 1 1 1 1 1 1 0 1 2 1 1 1 �°°°,�0440 o 234 i�� in ro 6 Florida Building Code Online :,.:.:�-:rte.--„�,,• IY f�•.�'-�1J� i;•j ro essiona egula on Wt J o -' *c Its 1� f=ursD_°^var et i Busines Profess' ria Regulatiul Page 1 of 3 BCIS Home Log In i User Registration ! Hot Topics ; Submit Surcharge ; Stats & Facts s Publications I FBC Staff BCIS Site Map Links Search license efficiently. Regulate fairly. pY +F Product Approval USER: Public User Product Appro'v'al Menu > Product or Application Search > Application List > Application Detail FL # FL15412-R1 emer 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 Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Address/Phone/Email Thomas J Sotos Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-industries.com Quality Assurance Representative Joe Thiry Address/Phone/Email 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwindows.com Category Windows Subcategory !Single Hung Compliance Method Certification Agency Validated By Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL CIFTY COP /S 94e Referenced Standard and Year (of Standard) Standard Y4.III[ ••• ••• • • • • TAS 2104i. 1994 • • • • • • tAS•202 1994 • • •• •CAS lt3 1994 •• ••• •• • • • •• Equivalence of Product Standards Certified By • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV RQ... 4/22/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/24/2013 10/24/2013 10/25/2013 FL # Model, Number or Name Description 15412.1 7500 Non -Impact Flange Frame Single Hung Window 7500 Non -Impact Flange Frame Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100 Other: Certification Agency Certificate FL15412 R1 C CAC 12-0127-14.p.sff Quality Assurance Contract Expiration Date 09/01/2015 Installation Instructions FL15412 R1 II 12-0127-14.pdf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15412.2 7600 Non -Impact Fin Frame Single Hung Window 7600 Non -Impact Fin Frame Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15412 R1 C CAC 12-0127-15,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/07/2015 Design Pressure: +70/-100 Installation Instructions Other: F11.547.2_...[t1....11....1.2,:::2121,115,.gif blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15412.3 7700 Impact, Flange Frame Single Hung Window 7700 Impact, Flange Frame Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15412 R1 C CAC 12-0127-16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/27/2016 Design Pressure: +80/-80 Installation Instructions Other: Glass lites wider than 36" shall have two setting f 1..15412 R1 11 12-0127-1.6.pdf blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15412.4 7800 Impact, Fin Frame Single Window 7800 Impact, Fin Frame Single Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Glass lites wider than 36" shall have two setting blocks per FBC 2411.3.3.1 requirements. Certification Agency Certificate FL15412 Ri C CAC 13-0909.14.pdf Quality Assurance Contract Expiration Date 11/06/2018 Installation Instructions FL15412 R1 II 13-0909.14.pdf Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: •• ••• • • • • • ••• 1] • • • • • • • • • • • • • (Next' • • (Ghat Us • e940 North leonr•e %Vet, 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 iddresiee ire publ16rrcird% 1pu do nyt want yow e-mail address released in response to a public -records request, do not send electronic mail to this erljity.insteqp, contact -the rice by fphone o jby tradaion•I mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florid• Statutes•effective Ocipber 1, 1012, licer•e•ylice•setyunder Chapter 455, F.S. must provide the Department with an email address if they have one. The emails•r•videdsmay W, used for official cor•mu•icabon •ith•he licensee. However email addresses are public record. If you do not wish to supply a personal address, plea* provide the De}art•ien•wit• an email adldrest w*ch can be made available to the public. To determine if you are a licensee under • • • • • • Chapter 491, F.S. please click here . Product Approval Accepts: ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ®tom- I` ••• • • http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV RQ... 4/22/2015 Florida Building Code Online Page 3 of 3 rit Cretfkg E S •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • •• • ••• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtep%2bDhV RQ ... 4/22/2015 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 "SII -7700 (Flange Frame)" Aluminum Single Hung Window - L.M.I. 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, 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 donee in jtos�egtir�ty,, INSPECTION: A copy of tliis entji provided to the user by the manufacturer or its distributors and shall be avail le fog ittaiyedti;tt at the. jdb 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 ment coned 4bovi.. . The submitted documentattott was revievtd b9 Ma yelrrrez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/pera/ .. . .. . . •. . . • . .. ... • • pi,. • : : • • • • • • • • 6 • • • NOA No. 12-0127.16 Expiration Date: December 27, 2016 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 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, 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, HETI-08-2061 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum 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) .• ••• • • • • • .• • •• . • • .. ••• .. . • • •• • ••• ••• ••• • • •• • • • • • . • • • ••• ••. • • •• • . • • . • • • • .• • • • • • • • ••• • • • • • • ••• • • • • •.• • • • • • • • • •.E _ 1• • • • •••• • • �• • • • • • • •• •• • • • •• •• • • • •• •• ••• • • • ••• • • Manuel P.E. Product Control xa iner NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 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. 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 "Saflex and Vanceva clear and color interlayers" 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- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA 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. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, 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 Acct tank 1Va► C140105.69, issued to Lawson Industries, Inc. for their Series "SH -77.Q8 AlJt njnl.$iingle Hung Window - LM.I., approved on 08/18/11 and expiring on 12/27/16. a41.4.4.eX1) . • • .. ...... . • . . . • • . ... • • .. . .. • ..... . • .. . • • • . • • ... •• .• ... ••• •• . •• ... �•t, • •• . • ••.. •• t"" . • . . . . . . . . . • .. ••. •• • • ..• .• •.. • . . •.. • . Man el P : c'i, ' .E. Product Control ner NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 INSTALLATION ANCHORS <A> 4 MAX. AT FRAME HEAD (D) NONE PER FRAME SILL CO FRAME JAMBS (SEE SHEET 44 4•' VINDOV FLANGE FRAME VIDTH n • • 6.(MAX.-TYP. • J A MA . x. 0.1.0. Wid(6, � 6 _i____,, 9 ve• •— . • ii43 9 .:///% __-- 4 3 •p OiL ii 7 .. .; I ID 1/4• MAX. ABOVE G� '. 10 73 MEETING RAIL 1. �w 6• MEETIRG RAR.1 .L • - / ii C • • ii y /-• ;.1 _� o Q H; 3 7�_� 97/W MAX. BELOW !KEYING RAILa. 9MAX. BELOW !METING RAIL— 6'• 4 h — ' • t • • EXT.++ INT. FALSE COLONIAL • • • • • RUNT NS ARE 7.040 W/VNDvBCK WIDTH V$ALT MDDPTARDEMe •• •• 48' xAL LITE ELEVATION • • u INCLUDM �(ij1AI. LTTE AND RADIUS HEAD • • (LIMITED TO LOADS ON SHEET 4 OP 5) Natts:: •••• • • a INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD (9) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET D4) 53.123 VINDOV FLANGE FRAME WIDTH 10 15/16 MAX. OC,` 6' ALL CO 10 3/16• �1ILS AT u 6' 1IC TNGE I R6(1S D 1/2' MAX. BELOW 1 MEETING RAIL 6 iyF�_r( "__ 1 _:_ 8104. y.L.O. WidIti = INSTALLATION ANCHORS. (A) 4 MAIL AT FRAME HEAD (IN NONE PER FRAME SILL (E) FRAME JAMBS (SEE SHEET 114) 53.123 VINDOV FLANGE FRAME VIDTH 6' 1T/T6`„ 0 o n SERIES -7700 52.123• WINDOW BUCK V1OT14 UN -EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) SINGLE HUNG IMPACT )g� EXT. D INT, FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 50.123• VINDOV BUCK VIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OP 5) WINDOW — FLANGE FRAME :14) TiI16.W1NDOW SYSTEM 19 DESIONED AND TESTED TO COMPLY WITH THE REQUIREMENTS • OP 4E 2010 FLORIDA BUILDING" SOUR 'INCLUDING HIGH VELOCITY HURRICANE ZONE • • •( AIJI'JBRS NOT HVHZ) 1300-02. THIS PRODUCT IS IMPACT RESISTANT. 4•WOOD BUCKS $10414, BE INSTALItD AMEID ANCHORED 30 THAT THE BUILDING • RESISTS THE SUPERIMPOSED LOIDS•IN ACCORDANCE wrrn THE REQUIREMENTS • • •06'•2•10 F.B.C. 41(•70•BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOOFIARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT 1'O ea HESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED ON SHEET 4. 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.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). AND POR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. T.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED it/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 PBC CHAPTER 24. SECTION 11.3.3.3. 11.) APPROVAL APPLIES 70 SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG 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 WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET / 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLOC. CODE. INSTALLATION MOTORS. (A) 4 MAX AT FRAME HEAD (D) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET •4 33423. VINDOV FLANGE FRAME VIDTH A% ALL CORNERS •. II .2 ., x IVB , d MOS. D.L.0. W to �'-- A _ O — ii 8 il. 6 _i____,, 9 ve• .X48 1' ; ;© .. .; I R `— EXT. D INT, FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 50.123• VINDOV BUCK VIDTH UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OP 5) WINDOW — FLANGE FRAME :14) TiI16.W1NDOW SYSTEM 19 DESIONED AND TESTED TO COMPLY WITH THE REQUIREMENTS • OP 4E 2010 FLORIDA BUILDING" SOUR 'INCLUDING HIGH VELOCITY HURRICANE ZONE • • •( AIJI'JBRS NOT HVHZ) 1300-02. THIS PRODUCT IS IMPACT RESISTANT. 4•WOOD BUCKS $10414, BE INSTALItD AMEID ANCHORED 30 THAT THE BUILDING • RESISTS THE SUPERIMPOSED LOIDS•IN ACCORDANCE wrrn THE REQUIREMENTS • • •06'•2•10 F.B.C. 41(•70•BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOOFIARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT 1'O ea HESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED ON SHEET 4. 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.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). AND POR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET /3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. T.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED it/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 PBC CHAPTER 24. SECTION 11.3.3.3. 11.) APPROVAL APPLIES 70 SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG 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 WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET / 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLOC. CODE. INSTALLATION MOTORS. (A) 4 MAX AT FRAME HEAD (D) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET •4 33423. VINDOV FLANGE FRAME VIDTH A% ALL CORNERS Mox. O.LO. mato xA _i____,, 9 ve• .X48 1' ; ;© TT/1 _. 1/,I; 80i.. J/ ;;_=_:]n . ` 0 Fib - {{ryry,,15 .VDI • 6'4 A z 11E6T)ML NAILS 5 W 6' RAIL � J�� y ii )--....��!!! . ii y /-• ;.1 _� o Q H; 3 7�_� ik g 9MAX. BELOW !METING RAIL— 6,• .0 ' EXT. L INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ v/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 52195 VINDOV TUCK VIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) O cif) i� 1 6 • 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 61 FOR MAX. FASTENER SPACING) 1 1/8' MIN O ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAVSON IND. MUST SUSTAIN IMPOSED LOADS : •� r• AEMBEDMENT •• 1 1 4' mitt4: EXTERIOR GRADE PERIMETER CAULKING • • • • • ••• • SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS • • • • ZIO ••• ••• ••• • b • • ••• • ). • • • EXTERIOR •• • •• INTERIOR EXT. GRADE CAULK MIN. TGE DISTAN •14 S.M.S. V/ I I/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET K1 FOR MAX. FASTENER SPACING) NATED GLASS PT. VDOD BUCKS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR ' J/4• TAPCON W 1 1/4' MIN. EMBEDMENT INTO CONC. '<SEE ELEVATION AT SHEET 41 OR MAX. FASTENER SPACING) 1/4• MIN <BED 1,1-14 1.1 lu,L.F.1-1,TrFirilt,IFAI-0,41-1-11,114 1Pry, 1/4• MIN BEDMEN • 1 1/8' MIN. .�a •. EDGE DISTANCE EXT. GRADE CAULK EXTERIOR 414 S.N.S. V/ 1 1/4' MIN. EMBEDMENT INTO MOOD. CSEE ELEVATION AT SHEET 11 FDR MAX. FASTENER SPACING) • • •••• ••• • • • • •• O EXTERIOR GRADE PERIMETER CAULKING EXT. GRADE CAULK I/4' MAX. SHIM TYP EXT. GRADE CAULK I BY OR 2 BY WOOD BUCK WINDOW FRAME V10TH EXTERIOR GRADE PERIMETER CAULKING WINDOW INSTALLATION NOTES. 2. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE. ANCHORS TO BE 612 SMS OR WD. SCREWS INTO WOOD. OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 11/9' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) cip f� U �4! O 6 1 N 1 S 0 1 1 1 • 1 1 B 1 1 r 1 `�IIIII IBIf1/�/ °�A``` b3� PIrA, F�Z M C G r 1 4 0600• GLAZING 9EPT9 SLICOME OPTIONS, 00W CORNING (199 SCNNEE-9ORE11EAD 5731 TREMCO SPECTRUM 2 LAMINATED CLASS COMPOSITION - TYPE 2 flit RIM D29CRIFT10N Al GRAIL MUNATZ mammon 9 IID• ANNEALED GLASS .'I ' BNn �SOlA1TI PSM -E 2 CLOW PLASTIC INTERLAYER ..•.�� i 4) Y./ ASW 3 I/0' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 8 Mk Mee DESCRIPTION •' OXTAIL 1.211101011 65CRIP72171 1 1/9• ANNEALED GLASS ,1v 3._ _ _ _+ 9 �� __� NT•PLUS Ilr q�T E 1090• PLASTIC INTERLAYER 3 1/•• ANNEALED GLASS 91 . 4S•• • • • 1 • LAMINAS MASS COMPOSI'LiION .9 BYPE 4 1 SYN DEKWpip)I • • DRAB wows ODS7DIP1102 1 VW ANNEALED N • JQ 0772[1711 27/0 M 'DUPONT" 11 •1 •• OIS IN10OL MIK PLASTIC MjRLAYER • yDO •air 1/2' ANNEALED 0.254 • • LAMINA4s4COMPOS1y0N . 'TYPE 5 I % • luxe s1DCRIP*DN • • R 1L4:1EAT-STRCNCILWJED CLASS DOW PLASTIC prCRLAVR • 1 3 1/92 HEAT-ST9EN0•NEMED •HISS 1••1•• 1AMINATR RDRCRITlO MU7ACI7E PVD Dy, 'MONT- •• • • • • •• _ ,l • •• • • • •11LICOAE OPTIONS, D/7/ COMM 999 SC3NEE-MORFUIEAD 5731 TREMCO SPECT9M R INSULATED LAMINATED GLASS COMPOSITION TYPE 8 TTDM MAW DRICNIRId1 �, OXTAIL MONAT E 80 1R12T70N 1 1/8• MCAT-STRENGNTENED GLASS ILEX PVD Rp "SQUTIA• 2 R 0.092 PLASTIC INTERLAYER 1• m air BUTACITE PV2 3 Ws• NEAT-STRENMTENED GLASS '- ^- By, ,MONT. 4 1/4" INSULATED AIR SPADE £.244-,,1 5 1/r ANNEALED GLASS 41 •+ F' AD{ INSULATED LAMINATED GLASS COMPOSITION TYPE 7 MTIN OUSE DESCRIPTION . DIME WORM DEDMD`TIOM I 1/8• NNEALED GLASS ILEX PVD Rp "SQUTIA• 2 0090• PLASTIC 91ERI.AYER TI .i _._._ _ ■■II. () a/7 ;:i +• - 7{ 3 I/O" ANNEALED GLASS 4 1/4" D1561R 91ED ASPACE ,;•!+r-747, . 9) .1 •' H. a 5 I/O" ANNEALED GLASS GLAZING DETAILS AND OPTION$ 414 5.145. V/ 11/4 MIN EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET N1 FOR MAX, FASTENER SPACING) INTERIM FINISH NOT 37 LA1S09 INDUSTRIES, INC VEATIERPREF MOISTURE BARRIE DY OTHERS ma. INTERIOR SWM SPACE .) WtK:MArii{K(fh JN1 lam',{ EXT. GRADE BACK REDOING 7/1007/ FRAME REMIND BY INSTALLER (TPA) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY .1.4.4118 INDUSTRIES" C L JAW TO DE APPLIED BY OTHERS ITYR) STUCCO OVER METAL LATH NAILED TO EXTERIOR GUIDE PLYWOOD SH 81941191 70 BE SPECIFIED R NICNITECT OR OC. (EXTERIOR FINISH BY OTHERS) IA7 BY LAWSON INDUSTRIES. INC. WOOD FRAME INSTALLATION DETAIL. ALUMINUM MILLION SEE MULLION APPROVALS FOR NNRLAN TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MNL THICK) NOTE: THE LOWER PRESSURES Or SINGLE HUNG WINDOW OR MULL SHALL GOVERN 0 12 X 3/4" S.D.S. FLAT HEAD. PHILLIPS. (SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) EXTERIOR 112 EXTERIOR GRADE PER1METER CAULKING FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULLAN APPROVALS FOR MUWON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE 1/4• MAA(. HUNG WINDOW OR MULL SHALL GOVERN SHIM E 12 ELEV. FO5.D.S. XR 1SPACI1/4NG" L. EXTERIOR E 1 METAL STRUCTURE ATTACHMENT DETAIL, NOTE: 1. ALL STEEL M CONTACT WITH ALUM. TO 8E PAINTED OR PLATEEL 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MM. (STEEL 10 GA. MIN. THICK - 0.0481 DOW FR* 8) ALUMINUM 6063 -TS MIN. (ALUM. 0.078" AIN. THICK) DESIGN LOAD CAPACITY(PSF) - VIEW WINDOWS W/ 314 VENTS - -. .`�` ?'�� DESIGN LOAD CAPACITY (PSF)- EQUAL UTE WINDOWS 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 ) PH No. (305) 696-8660 ILUMINUN WINDOWS AND CLASS DOORS II + / - Pressures (paf)4 +/• Press ures ( SERIES -7700 SINGLE HUNG FIANQE FRAME IMPACT WINDOW DESIGN PRESSURE CHARTS. & CONFIGURATION OPTIONS WINDOW Jamb Glass Type Glass Type Glass Type Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 a j WIDTH HEIGHT Anchors 4 5 6 WIDTH HEIGHT Anchors 2 3 4 5 6 t 19.125 50.825 60.0 80,0 60.0 19.125 26 80.0 80.0 80.0 80.0 80.0 t 28.5 50.825 60.0 80.0 80.0 28.5 26 80.0 80.0 80.0 80.0 80.0 37 50.825 6 60.0 80.0 80.0 37 28 4 80.0 80.0 60.0 80.0 80.0 n c 42 50.825 60.0 80.0 80.0 \ 42 26 80,0 80.0 80.0 60.0 80.0 48 50.626 60.0 80.0 80.0 48 28 80.0 80.0 80.0 80.0 80.0 53.126 60.625 60.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 19.125 59 80.0 80.0 80,0 i�'� - 19.125 38.375 80.0 80.0 80.0 80.0 80.0 - 26.5 59 60.0 80,0 80.0 28.5 36.375 80.0 80.0 80.0 80.0 80.0 37 59 60.0 80.0 80.0 37 36.376 4 80.0 80.0 .60.0 80.0 80.0 $ 42 59 5 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 c 48 59 80.0 80.0 80.0 53.125 59 60.0 80.0 80.0 48 38.375 80.0 80.0 80.0 80.0 80.0 8 19.125 83 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 19.125 50.825 80.0 80.0 80.0 80.0 80.0 37 63 8 80.0 80.0 80.0 26,5 50.625 80.0 80.0 80.0 80.0 80.0 ,, j /4/ 42 63 80.0 80.0 80.0 37 50.625 6 80.0 80.0 60.0 80,0 80.0 48 r • 80.0 80.0 80.0 42 50.625 80.0 80.0 80.0 80.0 80.0 • 53.12ry 3• • • • • • VII.O 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 - I : '09 • •16.1681` 7 4.2 6 • • 60.6 80.0 80.0 53.125 50.625 80.0 60.0 60.0 80.0 80.0 28.5 • 74,5• r • :4 8 - soil 80.0 80.0 19.125 59 80.0 80.0 80.0 80.0 80.0 • • •3.7• • 74.24 • • 80.6 80.0 80.0 28.5 59 80.0 80.0 80.0 80.0 80.0 • 42 74.25 SQ.Q 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 49.125 78 60.0 80.0 80.0 42 59 6 80.0 80.0 60.0 80.0 80.0 • tC, s • 71••• 8 • • eg' 6 80.0 60.0 48 59 80.0 80.0 • •37• • 7Eii • •• • • • • •194 80.0 80.0 53.125 59 80.0 80.0 - - - • 42 78 59.0 79.0 79,0 63 80.0 80.0 60.0 80.0 80.0 DESIGN LOAD 0$4144C/TY IMF)VIEW WINDOWS WI 4H VENTS • • •• , J (/ / .(• -- 26.5 63 80.0 80.0 80.0 80.0 • •• # • + / - Pressures (ph) 37 63 e 80.0 80.0 80.19'126 60.0 0 80.0 80.0 • • WINDOW • Jamb -Gtj�'ss type Glass Type Glass Type 42 63 80.0 80.0 80.0 80.0 -- 48 83 80.0 80.0 . - . 80.0 - - 80.0 • WI DTP, HEIGHT'Mchors • • • • 5 • 5 6 53.125 63 80.0 80.0 80.0 � c � 15.125 58••• 99.0 • 80.0 80,0 19.126 74.25 80.0 80.0 60.0 80.0 80.0 80.0 a g j / - ..iGs. 59••,• • •• •soil 80.0 80.0 26.5 74.25 80:0 80.0 60.0 60.0 80.0 80.0 17 37 59 • • • • • 6 60.0 80.0 80.0 37 74.25 8 80.0 80.0 - - - 80.0 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - - - 80.0 1 3 , i ..•/ 19.125 63 60.0 80.0 80.0' 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 z 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 1 si 26.5 63 60.0 80.0 80.0 37 78 8 80.0 80.0 - - - 80.0 37 63 6 60.0 80.0 80.0 APPROVED CONFIGURATION$ 42 78 79.0 79.0 79.0 42 63 60.0 80.0 80.0 48 7B 71.0 71.0 - - - 71.0 48 63 60.0 80.0 80.0 �u eoe°°g •,... (30 . uj ».��N, •' 53.125 63 60.0 80.0 80.0 UN-EOUAL LITE 19.125 74.25 60.0 80.0 80.0 - i '• tO • %� �. i!%� ;%J PRODUCT REVISED BuildingrCodeWlWtl�oAlorid• AaepgionDuo /a Ili q .. O o jam: i.�, a too ` O 26.5 74.25 60.0 80.0 80.0 37 74.25 8 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 By i/ i i� c ; to • �� ' •' ' •• 53.125 74.25 60.0 80.0 80.0 19.125 78 60.0 80.0 80.0 i�jl/j /jl�j / / ♦ I, n0emi , ail thodsa •- , . , 6' E '4. 4 �`,i :-� ♦ 1 i,. ?�5: _ 26.5 78 8 60.0 80.0 80.0 37 78 60.0 80.0 80.0 _•III - - 42 78 59.0 79.0 79.0 APPROVED CONFIGURAL TIONS - EQUAL LITE FRAME HEAD L-7701 500 [°62 1 ELL 2651 ( 0063-16 ALUMINUM ) FIXED MEETING RAIL 1-7704 .062 2.285 FRAME SILL ^L-7702 V ( 6063-T5 ALUMINUM ) 1.441 • •• • • • • ••• • • • 2. 37 • • e 2.713 • • •4 e • •• •• • • • • ♦ - NT j ©'ERLOCK 1G1IL • • ' 1.5061__ TO ALMA' •1 Q••• ••• • • FRAME JAMB 1-7703( 0003-T6 AWMOMUM ) •• • • • 2.643 • • • •••• • •• • •••• •••� •VENT B07R'EIP •TAIL 1-7706 O ( 0063-16 A0M61UN • VENT JAMB RAIL 1-7707 O( 6003-70 AWMMNM ) 1.375 1' I FRAME TOP _CORNER FRAME HEAD TEA E_JEM FRAME BOTTOM CORNER VENT TOP CORNER VENT SPRING LATCH 1-7538 GLAZING BEAD 1-7708 O ( (1000-16 AWMIIIW 1 VENT TOP RAO GLAZING BEAD 1-7711 is 0063-70 AWMMMUM ) GLAZING BEAD 1-4204 (t 0003-3 065)6000 — h-05( TLV + .066 VENT BOTTOM CORNER FRAME & SASH CORNER DETAI G BILL OF MATERIALS ITEM # PART Y REQD. DESCRIPTION REMARXS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 1-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-76 ALUMINUM 5 L-7705 1 VENT MEETING (TOP> RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 10 FS -040 AS READ. INSTALLATION SCREWS 014 X 1 1/4' F.H./PHIL. 11 L-7531 AS REVD. BULB VINYL WISP 1/4' DIA. BULB 03033 12 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PVS-005 AS REVD. FIN SEAL WEATHERSTRIP .187'x.350' 14 PVS-009 AS REVD. 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 REVD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REO'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 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 M AS REVD. GLAZING SILICONE SEE GLAZING E SHT. 3 24 M 2 Laminated MASS SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 M 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 M M M M 31 SM -5504 AS REQ'D. JOINT SEALANT SM -5504 32 ■ AS REVD. PERIMETER ACRYLIC CAULK 031 POLYSEAMSEAL PRODUCT REVISED 66 complying with the Hattie Balkans Cade Acceptance No 1104011D6(e 0 :S 8 m 0 Mn 0 3 4 a z W G 10 ti = Ile a 0 O a033a. CI 0e 0 q 111 >. O0. 11 a. 14 1 0n 0 1'44'4 41 8 9 z m Y 1 21 0 1 1 1 1 8 1 1 Florida Building Code Online • \N (,.4),o"w,1 `j Q,— '7 4.11.itlam. e s ona egula la' Florida Departments Busines Professib`ra Regulation Page 1 of 2 BCIS Home i Log In % User Registration i Hot Topics Submit Surcharge ' Stats & Facts Publications a FBC Staff BCIS Site Map Links Search tkense efficiently. Regulateiairly Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15426-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 Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Technical Representative Address/Phone/Email Thomas Sotos tom@lawsonwindows.com Thomas 3 Sotos Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-industries.com Quality Assurance Representative Joe Thiry Address/Phone/Email 8501 NW 90th St Medley, FL 33166 (305) 696-8660 Ext 282 jthiry@lawsonwindows.com Category Windows Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL CDR/ /5-. 9 Referenced Standard and Year (of Standard) Standard Year •• ••• • • TA620b • •• 1994 •• • ••. Ti•AS.203 •• • 1994 •• •i • : 1:AS•�0:•i •• 1994 •• ••• •• • • • •• Equivalence of Product Standards Certified By • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• ••• • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtep%2bDhVRQ... 4/22/2015 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/19/2014 03/19/2014 03/23/2014 Page 2 of 2 1Backl 1 Nextj Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Coovriaht 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 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: -moi ®^ IEC�aCFI securitvsfi, i irii s. • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQ... 4/22/2015 FL # Model, Number or Name Description 15426.1 3000 Non -Impact Outswing Casement Window 3000 Non -Impact Outswing Casement Window - X, XO, OX, XX, XOX un -equal lite, XOX equal lite, OX un -equal lite, XO un -equal lite Configurations Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100 Other: Glass lites wider than 36" shall have two setting blocks per FBC 2411.3.3.1 requirements. Certification Agency Certificate FL15426 R2 C CAC 13-0328 10.Ddf Quality Assurance Contract Expiration Date 06/12/2018 Installation Instructions FL15426 R2 II 13-0328 10.Ddf Verified By: Thomas]. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15426.2 3200 Impact Outswing Casement Window 3200 Impact Outswing Casement Window - X, XO, OX, XX Configurations Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-73 Other: Certification Agency Certificate FL15426..._R2........._CAC......1.:..1217.22_pdf Quality Assurance Contract Expiration Date 03/04/2019 Installation Instructions FL15426 R2 II 13-1217 22.0df Verified By: Thomas 3. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1Backl 1 Nextj Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Coovriaht 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 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: -moi ®^ IEC�aCFI securitvsfi, i irii s. • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQ... 4/22/2015 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 "3200" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: 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 02/26/14, 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 stateinent: "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 forinspeo2io,At tlae '06 sie gut the request of the Building Official. This NOA revises and renews NOAH# 124124.1.31 co,i isr of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval doCrtmeft'menrioned above. • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy MIAMI•DADE COUNTY APPROVED • •. • .•••• .%amu • ••. • • • •• • .• • A./ •.f • • • • iajo if •• • ••• • • • • ••• • •• • • • • •• ••• • • . . . • • ••• . . . • • • • • • . • • .. •.. . . 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 1108-1020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test 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. (Subtnitted under NOA 1108-1020.08) 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 confriration, w/5/16" HS lami glass w/SGP laminate by DuPont Test I1epgt I;io: IEb§-2102A, dated 07/10/08, signed and sealed by Candido F.'}iont,P'.E.. .. . (Submitted under AA 7#•08-120.4 8) ' •* • ••• ••• ••• • • • • • • • • •[ • • • • ••• • • •• • • • • • • • • • •• • . . • • . • •.. . . • • • E-1 ..• . • • . •.. • • • • • . • • • • • ••• • • • • . • • • • • . • •• •• • • • •. . •.• • • . ••. . Manu rez, P.E. Product Con rol xaminer NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 #08-1020.08) 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 hnpact 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 #08-1020.08) 9: Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with narked -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 under NOA #08-1020.08) 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. lami 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) •• ••• • • • • • •• • • • • • • • •• ••• •• 0 • • •• Manuel Per, E. • •• ••• •• •• •• •• •• Product Control E -an xer •• • 0000• • • • • NOA No. 13-1217.22 • •• • • • • • • • • • • • • • • Expiration Date: March 04, 2019 Approval Date: March 06, 2014 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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" ann. lami 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 #08-1020.08) 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" ami. 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 under 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 #08-1020.08) 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-08-213113, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under 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 sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. ....... . .. •• • . .. ... .. . . . . Manuel P • ..• ... •.• . : • • . . Product Contro Exan ner NOA No. i - 17.22 .. . • . . . • . . . . . • .. . . • . ... . • • tacpiration Date: March 04, 2019 Approval Date: March 06, 2014 P-3 ... . . . . ... . . • . . • . .• . . • • e •.. • . • • . . • . • • • . . • .. .. • • • .. .. . ••• • • • ••• • 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflcx Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement Letter of conformance, complying with FSC -2010, dated January 25, 2012, signed and sealed by_Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.21) 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. .. ... . . . . . .. . • . . • • . • ... ... .. • . . .. • • .• . .. . • • . . .. ..... ... . • . E-4 Manuel Pew e2` F E. .•// .• Product Control Exams er •' . . • NOA No. 13- .22 expiration Date: March 04, 2019 Approval Date: March 06, 2014 • . . . • • ... . . • . . . • • . • . • . ... • • •••• • •••• • • • •••• ••• • • •• • • •••• • •••• • •• •••• ANCHORS, CA) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) 5 AT EA. FRAME JAMB 2' (A.) (AIT PAIL` LL CORNERS) (LUX.) 7 \♦Ci F if • •• XT. 6 INET•�F 11•lE LO S V NIAL/ • TIND ED SILICONE AND ARE `AVAILABLE AS OPTIONRL. • • • • WItDOW FRAME WIDTH "X ELEVATION 25. O.C. MAX.) • • • • (:MITED TLS LOADS ON SHEET 5 OF 7) • • beneral•Wotes: •••••• SERIES -3200 ANCF IORS. CA) 6 AT FRAME HEAD (5) 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMB —ANCHOR CLUSTER SEE DETAIL 114 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 6w (TYPICAL (30\ VI -J . • GORt`R - e ow i AT I.ti / 3075/8" '1'MDrr-Ch-..O. Wid :: .. WINDOW FRAME HEIGt Snueber Location - v.0 17.000 —{— QI 58'i El� %// Dl N " � / \ I! y' 7' /i !\ m i' •::N LdFi.ed ite a of e -span. It 1. . y �p J 11 //.//..../`P ......_....... �'2, © //i/ a : 9 B kw,g1� ("1 I 25' O.C. OW.) 8' - 4 OUTSWING "XO" ELEVATION - (OX reversed) (LIMITED TO LOADS ON SHEET 8 OF 7) 5) 0 (T1 \\ ANCHOR CLUSTER ANCHORS: SEE DETAIL 64 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) el ow i AT ♦ i {r 58'i ---.Morij'D:L,O`. : jrUi::__:_. • I / \7i X \' –Lock Keeper Locatio //.//..../`P ......_....... �'2, © //i/ a : 9 I: // 1 _........_._u.::. L........ vmom et.mymiv em—.. illraet Bw froBmckend. AIL 8 '(M)(L s 25' 0 MAX. p. 01 o11 Fixed 74 CASEMENT IMPACT WINDOW APPROVED (LIMITED ELEVATIONS • • 1.) THIS WINDOW SYSTEM 1S DESIGNED AND TESTED TO COMPLY WITH THE • • REQUIRIMENTS•OF THE 2016 CIIORIDA BUILDING CODE INCLUDING HIGH VE1OTTTY H!)RIRCANE ZONE (HVH1) AND ASTM 1300-98. THIS PRODUCT • IS IMPACT RLSSTANT AND•IO!S, NOT REQUIRE SHUTTERS. ▪ ) IX or 2 Y WOOD BUCKS•S(j. INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH R • REQUIRE/4E1'16.OF 20I0.1416•C• k4TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHCFi•SPACINGS WILL /AR •iRTH UNIT DIMENSIONS, AND THE NUMBER • � OF ANCtiQIO.j2EQUIRED,•ArSPECtIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHIR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEDRE) bN A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET y5 & 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 #2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET 1 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL l2.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1412 SHS 136 WO. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO W0(10 OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) AMA. Mehr: A Revised to Comply v/ 2010 FOC B. Reneeol and Revision to shoat 5 & 6 of 7 Drew% By: N. ERAZO ArWN Rio N. 56520 PAALLCAL RNEIRS) "XX" ELEVATION 1` EXT. 6 INT. FALSE COLONIAL TO LOADS ON SHEET 8 OF 7) y,I SILICONNEE AND ARE V/ AVAILABLE AS OPTIONAL. (ODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date By I/4 Mian Dade Product LAWSON33166 8501 N.W. 90 ST. (INDLJSTkZIES, INC. ) PHDLEY, No. (305)1DA 696 8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Draw Clam Pall rle.e Pr. hhganA Serlre/NM.& Il.,e *Ulna.. 1+ A.N.trn I: Nor ASSEMBLY Ww004X 3200 LCNOA 06-01 Oslo do/zi o/oe Series: 3200 Outswing Impact Casement Window Pah oa/00/14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) *mislay, l.n& Seen: Product *.Anna Nvmur. Drawing Nvnln: MusD CASEMENT3200-08605-01 1.3200-0801 1 OF 7 • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• •• • •••• 1/4' TAPCONS W/ 1 1/4' MIN. CONC. EMBEDMENT STUCCO (BY OTHERS) u •0 -4 3 0 . 4 4 D• ' 4 • 11• 4 I . c'. l 5/32' EDGE DISTANCE i •; �1, M.1.11.14.1 PERIM. CAULKING�� BY OTHERS l`1r— (TYP.) VENT HEIGHT 14 I • ••q a •••! • • •• ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL <TYP. (MIN. EUBE0) •° STUCCO (BY OTHERS) METAL LATH 1/4' MAX. [SHIM SPACE -4-1- 0 t R • • • • EXTERIO • . . O ® •I li 25 tIr ✓ • •••• • •••• :• •••• • • ••• • PERIMETER CAULKING OVERALL FRAME WIDTH EXTERIOR GLASS .� \TTU ::V 6\6111'.46\\6\ ' \'.\\ 1\6111,) (M FIXED VENT STUCCO <BY OTHERS) • •••• • •• •••• ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) OVERALL FRAME WIDTH INTERIOR • • • Cs •v PERIMETER CAULKING OVERALL VENT VIDTH z to DAYLIGHT VIDTH 1 • %, ,®®mm ,s7,Ar r rA ,t) d1�tT T m1M11 \61141\\\1\ ,d11.1\\\l dll'Y111\iC;II 1/4' TAPCON I 1 .IIN. EMBED.) •v� • ••1•. 1 • ® m m =sr. •• • EXTERIOR GLASS '11117111. 41:1 OPERABLE VENT INTERIOR • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN l/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1112 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 0R CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) OVERALL VENT WIDTH DAY I HT VIDTH STUCCO (BY OTHERS) GLASS OPERABLE VEN 51 (p •C7: i L >..dti�l° ;a �l I.Qm� lw/JNwlf/f/W 7 irmnn 11_ •.rrererrr rrn ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS ve• MAO. ._....s�SHIN SPACE 6I� ror , I aF'IYIIO//,IIOOl1/ml I 54371;7. THomemA. solos . PROFESSION ,IL.ENOINi($ ( ..• FL Er: r-55E26r/-`.• v “11111\4616\\16\1 ° 1/4' P TAPCON 1 1/4”— (MIN. /4=(MIN. EMBEO.) P ° O 1/4' 4. TAPCON 1/4' (MIN. EMBED.) PERIMETER CAULKING EXTERIOR ®mm GLASS PA1111W2, \11pria ..,,,„i� 111\1\16\\ \'1`.1116\9 usiLit Ali 471. 0 co ,1 -t ® m Er) -1.1. ---- INTERIOR ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) g? .1RODUCT REVISED rs complying with the Florida 'iuildiog Code Acceptance No j ...1 17 22 tic irnIon Dale 4 Z[)19 - y�t eta Munni lade Product .6.. -1 ij L✓ ';JV i? "1Dat,+ DATE."/Aprri 1:17T.N R.virtnn Not..: A Revised to Comply w/ 2010 FOC B. Renevol and Resistors 10 sheet 5 & 8 of 7 LAWSON 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 (INI7LJST1R.IE'S, INC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM 01ND01S AND CUSS DOORS D. Dag NOA P•rl a.4: ASSEMBLY Pro! C.l.Nrp WINDOW steles/Allah 3200 /tan RV.nae. I: LCNOA 08-01 Rrdoten e: bean ay. N. ERAZO Deb 07/27buena/08 Rwlmrd DY: N. ERAZO Date RhAl.h 02/28/14 Series: 3200 Outswing Impact Casement Window HORIZONTAL CROSS-SECTIONS. DETAILS & NOTES Reveries Lomb B Seal: haat R./er.rM. mutant CASFMENT3200-O8NOA-01 D.nW:D Nawkn 1.3200-0801 SAM: 3 OP 7 • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • •• •••• EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) FACE CAULK BY OTHERS (TYP.> ITEM # LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST DWG. N0. PART N0. QUANTITY DESCRIPTION REMARKS 40 41 42 43 44 45 46 47 48 49 50 51 I• •• �• • h• •• BY OTHERS (TYP.> • 1-3007 L-3009 EXIT. IIRADE•PERIME TER CAU!IAl eNBT BY 'LA'E OPPLIIEDION UST BY S T4 0U-46C•(•NVJ •••• S•T1I0 OR EX%R10R ri MISH BY HERS ATM • • FRAME rcRIMETER• CIteEil• DETAIL •••• • •• SUTRA? • • • � • •• • O7NBiC 1/4' MAX. SHIM 1 I/4' (MIN. EM8E0.) EDGE DISTANCE ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL 1 X VENT 1 X HANDLE 1 X VENT SEE ELEVATION SEE ELEVATION SM -5504 SEE ELEVATION SEE ELEVATION LII -164 1 X ANCHOR LI1-159 AS REOD. 2 X BRACKET 8 X POST DC -899 AS REOD. 2X WOOD BUCK <TYP.) ANTI SAG VENT/SILL RAMP LOCKING HANDLE BACK PLATE 5/16" INSECT SCREEN - OPTIONAL FRAME INSTALLATION SCREWS FRAME SILL CLIP SCREWS FRAME/VENT ASSEMBLY SEALANT FRAME INSTALLATION CAULKING FRAME HEAD/JAMB SHEAR PLATE GLAZING BEAD - 7/16" FIXED VENT ATTACHMENT SCREW IN -POST ASSEMBLY SCREWS GLAZING SEALANT - SILICONE Al �I 401INIUNUIINNWULI1Yl/N) I 11111 NYLON 6/6 ALUMINUM FRAME /12 X 2 1/4" PH SMS /12 X 1 1/2" PH SMS EXTERIOR GRADE PERIMETER 6063-T5 ALUMINUM (3" L.) 6063-T5 ALUMINUM 18 x 1 1/4" FH./PHIL. SOS /10 X 1 1/4" PH SMS ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BLDG. OFFICIAL (TYP.) R 12 S.M.S. or WD. SCREW W/"1 1/4' MIN. WOOD 11,11318 EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) —EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) WOOD FRAME INSTALLATION DETAIL I'RODUCT REVISED SEE MULLION APPROVALS FOR as complyingwilhthloida MULLION TYPE, SIZE AND MAX. DllildingCode DESIGN PRESSURE LIMITATIONS. Aeptance Nol - NOTE: E9iralionDateTHE LOWER PRESSURES OF I. MENT WINDOW, OR BY W/MULLION ALL GOVERN. M1any Dade PI0I100l Control FIXEDCASE lbi,r- P1 PERIMETER SEALANT # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING WINDOW FRAME TEM N LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST DWG. N0. PART N0. QUANTITY DESCRIPTION REMARKS L-3002 L-3002 L-3002 1-3004 L-3004 L-3004 L-3004 L-3003 L-3006 L-3005 L-3010 L-7531 LII -118 UI -115 LII -115 LII -115 LII -119 LII -119 LII -1 19 111-116 LII -111 111-113 LII -7708 L-7531 SM -5731 2 2 AS REM. 1 X ANCHOR AS RE0.0. AS REOD. L-3012 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 AS REOD. AS READ. AS REOD. AS REO'D. 12 8 4 X POST B • 8 2 X VENT 2 X VENT AS READ. 1 X VENT 4/ OPER. 1/ OPER. 2/ TRACK 1/ OPERATOR 2/ BRACKET 1/ VENT 2/ LOCK 1/ VENT 1 X LOCK POINT 2 X GUIDE 39 2/ KEEPER 4 FRAME HEAD FRAME SILL FRAME JAMB -HINGE SIDE FRAME JAMB -LATCH SIDE VENT TOP RAIL VENT 80TT0)1 RAIL VENT SIDE RAIL -HINGE SIDE VENT SIDE RAIL -LATCH SIDE IN -POST FRAME SILL ANCHOR CLIP FIXED LITE MOUNTING BRACKET GLAZING BEAD - 5/16" GLAZING BEAD BULB VINYL GLAZING SEALANT - SILICONE WEATHERSTRIPPING - FRAME/VENT GLAZING BEAD 11/16" IAM./INSUL. CORNER KEY PER FRAME CORNER KEY PER VENT CORNER KEY PER IN -POST FRAME ASSEMBLY SCREWS VENT ASSEMBLY SCREWS 4 BAR 90' HINGES - STD. & H.D. 4 BAR 45' HINGES - STD. & H.O. HINGE MOUNTING SCREWS VENT OPERATOR - DUAL or SINGLE OPERATOR MOUNTING SCREWS STAINLESS STEEL "C" TRACK TRACK MOUNTING SCREWS STUD BRACKET CONNECTOR STUD BRACKET SCREWS LOCKING HANDLE LOCK HANDLE MOUNTING SCREWS LOCKING MULTI -POINT BAR TIE BAR NYLON GUIDES NYLON GUIDES MOUNTING SCREWS KEEPER (ST. STEEL) KEEPER MOUNTING SCREWS SNUBBER 2/ SNUBBER SNUBBER INSTALLATION SCREWS 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-16 ALUMINUM 6063-T6 ALUMINUM 6063-16 ALUMINUM (3" L.) 6063-T6 ALUMINUM (3" L.) 6063-T5 ALUMINUM PVC VINYL • PVC VINYL 6063-T5 ALUMINUM • • 110 X 1" PH SMS 110 X 1 1/4" PH SMS • • /10 X 1/2° P.H./PHIL. 8 /10 X 3/4" F.H./PHIL. SOS /8 X 1/2" F.H./PHIL. SDS • /8 X 1/2" F.H./PHIL. SDS /10-32 X 3/8" PH MS • /8 X 1" PH./PHIL. 8 1/ LOCK• 6063-15 ALUMINUM 8 X 1/ PH SMS TIIbMAS, J, OS PROFESSIONAL NGINBER. PL j.ICi 1 6225 Renlew Rolm A_ Revised 10 Comply w/ 2010 FOC B. Renewal 0nd 080.&00 to sheet 5 & 6 01 7 Draw, 01r Rena By: N. ERAZO N. 6RA20 LA WAST O N _L,77:,LT ST R IES, INC.) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS Drew Clore Pal Claw Fred Cslgerp En4r/W.b4 11.10 RVmwee e: RMrfm D: 110A ASSEMBLY 411N0014 3200 LCNOA 06-01 °an oo /Tzr/08 Series: 3200 Outswing Impact Casement Window 0.1. 02/Y6/14 BILL OF MATERIALS LIST AND DETAILS 8.000,. Lae. B Deal.: Pr0due/ AV CASEIIEN00-08N00-01 Oeswn,e Numb., UM: UM: 4 OP 7 • •••• • ••• • • • •••• ••• • • !•• • •••• • •••• • • • •••• 5/16" LAMINATED GLASS COMPOSITION - TYPE "A" MN DESCRIPTION DETAIL I 1 I/O' ANNEALED GLASS 2 D.090' PVB INTERLAYER Butocite PVB by DUPONT or Sollta PVB by Costnon Chemical Co. Vt., A W1Y 3 I/O' HEAT-STRENGHTENED GLASS �:_:_ _ ._._:_: �_ 0.310• 3 1/8' ANNEALED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE "B" ITER DESCRIPTION DETAIL I 1/8' HEAT-STRENDHTENED GLASS 1 2 0.090' PVB INTERLAYER SOTlex PVB by Eastnon Chemical Co. a W1Y 3 I/O' HEAT-STRENGHTENED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE "C" I7011 DESCRIPTION DETAIL 1 1/8' IIEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGtoss Interloyer by DoPont SentryGloss Interloyer by DoPont a firr • I 031.• 3 1/8' HEAT-STRENGHTENED GLASS 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" 17004ES TIION L DETAIL 1 3/16' AjINEA•ED GLASS ter _______________ ' t • 0090' AB/• MTERAYER • Salmi PVB by Eastnon Chen.' IA. 4 • T ox W • • 3/16' 4,14iiitdi (t SS • •• • • • • • • • 11/18" LAMINATED GLASS, 810S11106WTON TYPE "E" Ij0R T6siRIPTIl l •• 1/8' NMEALEMGL IRS • •• • le 0090' PVR INTEIRARCR • • • ••! S0M,, PYD•by Eoltnan Chenlco, 6_o. 3 1/8' ANNEALEDAGU•S • a I/4' INSIRATED AIA SPACE •• 1/8' ANNEAVD GLASS ••• • • DETAIL 8040 - •A.•' • LAMIWI•ED GI:ttSS •TYPES •••• • •• • • • 1• •••• • • GL 5/18 Laminated Flange Frame Window Glazed with 9/16 GLA ING BITE 7/18" Laminated COMMODITY SIZES Cod 3200 Impact Casement Window Confguration: "X" Size width Code (In) Height (In) Glass Typo "A" Glass Type "B" Glass Type "C" Glass Type "D" Glass Type "E" 5116" Annealed Gass 5/18" HS. Gass -PVB S 5/18" HS. Gass G' 7118" Annealed Gass 11/16" Annealed Gass Anchors Head/Sill Jamb DP(+) PS, DP(-) PSf Dp(+) psr DP(-) pd DP(+) PSI DP(-) Pof DP(+) Psf DP(-) Paf DP(+) Paf DP(-) Psr 12 19.125 26 2 2 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 730 73.0 14 19.125 50.625 2 4 59.0 59.0 70.0 830 70.0 82.0 70.0 73.0 730 73.0 16 19.125 63 2 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 78.0 73.0 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H32 28.5 26 3 2 59.0 59.0 730 820 70.0 82.0 70.0 73.0 70.0 73.0 H33 26.5 38.375 3 3 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 H34 26.5 50.625 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 H35 28-5 63 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 H36 26.5 74.25 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 24 37 50.825 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 It/16" Laminated/Insulated GLAZING OPTION DETAILS MODULAR SIZES 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2030 24 36 2 3 59.0 59.0 70.0 82.0 70.0 . 82.0, 70.0 73.0 780 73.0 2040. 24 48 . 2 4 59.0 59.0 70.0 82.0 70.0 82.0, 70.0 73.0 70.0 73.0 2050 - 24 60 2 5 59.0 59.0 70.0 82.0 70.0 70.0 73.0 70.0 73.0 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2630 30 38 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2640 30 48 3 4 . 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2860 2860 30 ,. 30 80 3 5 59.0' 59.0 730 82.0 70.0 82.0 70.0 730 70.0 73.0 72 3 5 59.0 70.0 82.0 70.0 82.0. 70.0 73.0 70.0 73.0 2820 32 24 3 2 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73-0 730 73.0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 730 70.0 73.0 2850 32 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 no 70.0 73.0 2860 32 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 no 70.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 no 70.0 73.0 3030 38 38 3 3 59.0 59.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3040 38 48 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3050 36 60 3 5 59.0 59.0 730 82.0 70.0 82.0 730 no 70.0 73.0 3060 36 72 3 5 59.0 59.0 70.0 82.0 / 55225 RnA•lon *Mem A. Revised la Comply w/ 2010 FOC B. Renewal and ReWsian to sheet 5 of 7 7a complying With the PlOfidtt .Yuilding Code Acceptance No :19.1 z fixpiration Date _ 2D1 BLY-lyrd4talgit LAWSON 8501 N.W. 90 ST. LiEDLEY, FLORIDA 33166 C/r43Dt.7sTreTE, /r4C.) PH No. (305) 696-8660 MANUPACTURCR OP QUALITY ALUMINUM VINDONS AND CLASS DOORS N. BRAZO 07/27/05 N. 6RA20 02/28/04 p.1 cAsius.omtlproA.Camowtro, SAIWYedel. 101.• Reform. It AnAtion Draw CIA.. NOA 32119___ LCNOA 08-01 Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS Prato./ ittferme• Member, tAnAlAr: 10M' L3200-0801 6 OF 7 • •••• • •••• •. • • • ••• • • ••• • •••• • •••• • .• •••• 5/16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION l __ _,_ 061011, _ _ I I/O' ANNEALED GLASS 2 0.090' PVB INTERLAYER Butecite PVB by DUPONT or Sones PVB by Costnon CberacNl Co. d 3/16' WirtVASS • jia I _--__--_ I •2.r 3 1/e' ANNEALED GLASS 518" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION 1 _ DETAIL l __ DETAIL I I/O' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER Sones PVB by Eostnan Chemical Co. D" ______ 3/16' WirtVASS • jia O .11.1. 3 1/8' HEAT-STRENGHTENED GLASS 516" LAMINATED GLASS COMPOSITION - TYPE "C" 19E14 DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 0.090' INTERLAYER SeatryGloss Interlayer by DuPont HEAT-STRENGNTENED GLASS.. DETAIL GLA LNG BITE 5/16' Laminated Flange Frame Window Glazed with 7/16" LAMINATED GLASS COMPOSITION.- TYPE "D" ITEM DESCRIPTtION 1 _ DETAIL 1 3/16' NE E)D 'LESS 1 • • 0.090' ly/•.ITEI.AYER • Stiles PVB by Contemn Chen•ol R. • ill • T tote - • .5 3/16' WirtVASS • •• • • 1/16" LAMINATED GLAS$•q4SQ'10N TYPE "E" TMSSRIPTIOj7 • • • • f1• • DETAIL 1 I/8' AI•1EALEIbGLVS • • • se • 0090' PV• INTE•,•*ER • • • SUrI.O VO by Eastman Chenk�:. 4,...1 jia O .11.1. 3 1/9' Att*EALEB,G1 $$S nl M 1/4' INSI•ATED04 SPACE ••Sq• law _ yt at A 31221.1 .-.-.-g g5 1/B' ANNEALED GLASS _ I aaeo- - • • • LAMWIT D •'PYPES •••• • •• • • • •. •••• • • • • •••• 9/16 GLA LNG BITE • 7/18" Laminated COMMODITY SIZES 3200 Impact Casement Window. Configuration: "XX", "XO' or "OX" Size Code 22 W ddl (In) 37 HBIght (in) 26 Anchors Glassrype "A" Glass Type "B" GI ass Type "C' Glass Type 'TY' Glass Type "E' 5118"AnnealedGass 5118" HS. Gass - PVB 5/18" HS. Gass -SCF 7/16" Annealed Gass 11116" Annealed pass HeadISlll 4 Jamb 2 DP(+) DP(-) Pd P4 70.0 70.0 DP(+) P4 70.0 OP(-) P4 73.0 DP(+)( Ps 70.0 OP(-) Psf 82.0 DP(+) P4 70.0 P(-) Psi 73.0 IP(+) Psi 70.0 DP(-) Psf 73.0 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 32 53.125 28 4 2 70.0 70.0 70,0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 34 53125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70,0 73,0 35 53125 63 4 4 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 D22 74 26 6 2 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 D23 74 38.375 6 3 70.0 70.0 70.0 730 70.0 82.0 70.0 730 70.0 73.0 D24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 11/16" Laminated/Insulated GLAZING OPTION DETAILS W, EI .(/) re D O 3020 36 24 4 2 70.0 700 70.0 73.0 . 70.0 820 70.0 730 70.0 73.0 3030 3040 36 36 36 4 3 70.0 70.0 70.0. 73.0 70.0 820 70.0 730 70.0 73.0 48 4 4 70.0 70.0 70.0 730 70.0 820• 70.0 73.0 70.0 73.0 3050 36 50 4 4 70.0 70.0 70.0 730 70.0 820 70.0 730 _ 70.0 730 4020 48 24 4 2 70.0 70.0 70.0; 73.0 70.0 820. 70.0 73.0 70.0 73.0 4030 48 36 4 3 70.0. 70.0 • 70:0; 730 70.0 820. 70.0 730 70.0 73.0 4040 48 48 4 4 70.0 70.0 70.0" 73.0 70.0 820 70.0 730 70.0. 73.0 -4050 48 80 4 4 70.0 70.0 -700 73.0 70.0 820 70.0 73.0 70.0 730 5020 60 24 5 2 70.0 70.0 70.0 730 70.0 820 70.0 730 70.0 73.0 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 6040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 5050 60 60 5. 4 70.0 70.0 70.0. 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 • 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 8220 70.0 73.0 70.0 73.0 6050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 . 70.0 73.0 PRODUCT REVISED ds complying with the Planta Building Code /. Acccptical at �2CI�l BSpirolian Date . By t,. fiat) Minn Dade Product Co Rol ' THOS 3. • SOTOS' • PROPES NAL ENGINEER AL LI ..,, 1_66226; hvlrtaa Mehr. A Revised to Campy at/ 2010 F8C 8. Renal.' and Revision to steel 5 & 6 or 7 LAWSON (INDTJSTRY)✓S, INC.) 8501 N.W. 90 ST. MEDLEY. 0.00100 33166 PN No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS env LTi,.. N09 Pert Class 35SEN811 Prod hags, WINDOW dM,A/Mee,t 3200 LCNOA 08-01 *Mean la sto N. ERAZO Oats Drat.: 07/27/08 /nand 119: N. ERAZO Series: 3200 Outswing Impact. Casement. Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -0X -X0" UNITS trouts'/pc /work Es Dratrirko Noma.. 1.3200-0801 • •••• • •••• • • •••• ••• • • ••• • •••• • •• • • • • • •••• 2.250 1.218 OFRAME HEAD L3001 6063-T6 ALUMINUM 0.062 .062 O FRAME IN -POST L-3003 ALUMINUM RAIL 1./JS I 062 f ¢" ,• ¢" SCREYS J(SMS 111 NiRAILiIt6063-T6 'r ASSEMBLY SCREWS 2 - /to X 1 //4" P.H./PHIL. SMS � {�ZASSE�A/g�LY 1 i .s I �' P.H./PHu �- 1 vENT RAIL 2.312 0.062- UVJ _ Jam"-�--�� I i i 062 062 r,- ' ^- I : - oo.A. ��' ®-ice,. - �,_ �� )` ��'II� •. m �� ® n: 1.119 ANCHOR CLUSTER _�r t 1--1,/35J (HEAD/SILL TYPICAL) FRAME JAMB � -- 6641 JAMB ,) i 2.39 J IMPOST ANCHOR DETAIL FRAME CORNER DETAIL ; VENT RAIL CORNER DEL TAI 4.797 1.21: 500 ©© 0 0 0 0 0 FRAME IMPOST 2..'2 1.875 0.062 - VENT RAIL 0riT---;.062 L-3004 6063=T6 ALUMINUM I - i SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. 2.250 - - - FRAME SILL / JAMB: ' L-3002 6063-T6 ALUMINUM -- e-.062 • .062 - NOTE: CASEMENT ` 1 DESIGN PRESSURE LIMITATIONS. THE LOWER PRESSURES OF FIXED, WINDOW OR. MULL SHALL GOVERN 1/4' MAX. SHIM •a SEE 2ELEV. SFOR SPACING L FRAME SILL • II P ° Er - ; II • • • �� I • �� 0.688 • • 1 I `• , 1 4 �'�� a • • .399 • • 1. ALL STEEL IN CONTACT WITH' a• - • ��g • • • _ FRAME�IEAipLATE • • • • 0.340 mL 17S----7- ALUM. TO BE PAINTED OR PLATED.IT cu8LRl jl 2 METAL STRUCTURES: OR 1/8" MIN. THICK) B� 4� (STEEL ALUM. A) STEEL: Fy = 36 KSI MIN. B)ALUMINUM : 6063-T5 MIN. q• - ASSEMBLY SCREWS � 38 ALUMINUM 6063'T5 1.215 SNUBBER ALUMINUM 0.120 • 1.231 ' • •• • • • • • •4Vi• • •-' L-30II7• 6063 -TS aLTIORTUM • •••• • • • • • •••• • • P.H./PHIL. SMS PERIMETER WINDOW FRAME 3 B FRAME IMPOST DETAIL, SEALANT METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS • •••• 10 FRAME • • • •L.-Vt, • t�S-T6 0,66�y� • SILL. AMMO* • ALUMINUM 1 •• CUR • {0.094 .970 .094 11 FIXED LITE MOUNTING BRACKET L-3005 6063-T6 ALUMINUMExpiration 'RODl1CT REVISED n complying with 160 Florldo soddingpoocca _i LL Date • • ?QI� By.4-,/.' I 0.070 1 .478 /41110V .' Product Con to x. f.✓II 2.794 . O GLAZING 12 5/16" L-3010 6063-T5 o.eo, BEAD Laminated or L-7708 ALUMINUM 0.050 0'391 O GLAZING BEAD 16 11 16" Insulated (aminated / / L-3011 or UI -133 6063-T5 ALUMINUM 0.915 1 4$ 0.60 1 GLAZING 7/16" L-3009 6063-T5 .050 BEAD Laminated or WI -159 ALUMINUM 0'266 -,.FES (6 dPROF JJf�t• ' FL ,/ 1 r <. _ }. i n,,- rf ,yCAS DATE__ , Q,..,, Eti 8��'��jyy+NsV. D 1 ' 88326 -Th- C: 115226,,,6, •f _;),. ._ v/ 1 i t < - I; . - - ' •y, n -� ' ,,... ^'�� ' 1r1' R.. Re NoleRevised A Rarised Io Com 2010 FBC p, u/ .L/ ,I 1 8501 N.W. 90 ST. I I ®i V MEDLEY, FLORIDA 33166 e. Renanot and Revision Io aunt 5 &ear 7 (INDUSTRIES, INC.) PH No. (305) 898-8660 MANUFACTURER OP QUAL/Tr ALUMINUM WINDOW AND CLASS DOORS D.eW Liam Awl [Um PNA Calvary: I./wt ./WWC Non Rem.. N EMB.% 4x NOA ASSEMBLY r11RDON 3200 LCNOA 119-0, Nevin K N. ERA20 Eel. o...m• ov27/Oe Series: 3200 Outswing Impact Casement. Window EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS R.N..A Err. N. BRAZO wa 02 26/14 0.050 0.668 -0.115 0.688 I 0.688 R. W4n t...L 8 - s.e+.: Prod,. R ' AuE J200-OBNOA-01 L3200-0601 xu..w.. sA..L 7 OF 7 Florida Building Code Online BTSI ess o es uo a egu ation `'0"(a f,s,epartrnent Busines Professi Regulaton Page 1 of 3 BCIS Home Log In i User Registration ! Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff BCIS Site Map Links Search Lirrnseeificlently. ilegulatefairly. Product Approval USER: Public User Product Approval Menu > Product or Application Search > ADDlication List > 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 Masonite International e LI eff7 Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber©masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com c P y Technical Representative z r- s b W9 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 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 •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • Product Approval Method • • • • • • • • • • Method 1 Option A • • • • • • • • • • • • ••• • • Date Submitted • • • • • •• • • • 05/04/291 � • Date Validated • • • • • • 03/11/2012 • Date Pending FBC Approval Date Approved ••• • • • • •••/1•/201• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtff-Ijomu3 L8Yf... 4/22/2015 Florida Building Code Online Date Revised Summary of Products 04/13/2015 Page 2 of 3 FL # Model, Number or Name Description 8959.1 Metal -edge Steel Side -hinged Door Unit 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-55.0 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, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. Certification Agency Certificate FL8959 R2 C CAC NI008080.01.PDF Quality Assurance Contract Expiration Date 05/31/2015 Installation Instructions FL8959 R2 II FL0174,odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8959 R2 AE 502A.odf Created by Independent Third Party: Yes 8959.2 Metal -edge Steel Side -Hinged Door Unit 6'-8" Impact Glazed 0/5 Single or Double Door w/ or w/o 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: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0174.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL8959 R2 AE 502A.pdf 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0174-07 for additional information. Created by Independent Third Party: Yes 8959.3 Metal -edge Steel Side -Hinged Door Unit 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47.0/-50.0 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, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional information. Certification Agency Certificate FL8959 R2 C CAC NI008080.02.PDF Quality Assurance Contract Expiration Date 05/31/2015 Installation Instructions FL8959 R2 II FL0176.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 8..8959 R2 AE 501A.Ddf Created by Independent Third Party: Yes 8959.4 Metal -edge Steel Side -Hinged Door Unit 8'-0" Impact Glazed 0/5 Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 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, Minimum Design Loa•J,fo• aaaildings and•Othgr • Structures, does not exceedthe design pimurp IfStetl. • • 12'-0" x 8'-0" max nominal site. Whet largermlcsile irakbAct • resistance is required, hurriwt pwatioe•tst�m•is !0D • required. See detail DWG-MA-FL0176-08 for addiional information. Certification Agency Certificate FL8959 R2 C CAC NI008080.02.PDF Quality Assurance Contract Expiration Date 05/31/2015 Installation Instructions FL8959 R2 II FL0176.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: oFyaluation Reports FL.8959 R2 AF 501A.pdf •Created by Independent Third Party: Yes •• • •.• •.• ••. • • • . • . • • •• • • • • • f • •• • • • • • • • ••• • • • • • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 phone: 850-487-1824 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtffHjomu3 L8Yf... 4/22/2015 Florida Building Code Online Page 3 of 3 The State of Florida is an AA/EEO employer. • • , r r - . i :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 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: • • . • • • • • • ® IeChecA el security -.o t" Cr -• � SAFE •. ••• • • • • • •. •• ••• •• • • • .• • ••• ••• ••• • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• http: //www. floridabui lding. org/pr/pr_app_dtl. aspx`tparam=wGEV XQwtDgtffHj omu3 L 8 Yf... 4/22/2015 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Product: Double Door with sidelites 125x6'8" 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-FL0147-06 DWG-MA-FLO162-07 DWG-MA-FL0122-05 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-FL0155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FL0143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FL0146-06 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 Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t,. 1.000 in Side member dowel bearing strength: F., = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: CD = 1.6 Allowable Design Value: Z'= 171 lbs/anchor (NOS 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: t,,= 1.500 in Main member dowel bearing strength: Fv„ = 3,350 psi Screw bending yield strength: Fr,= 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Mode IV Fastener type: 3/16" ITW Tapcon Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Tabulated shear design value: Z = 112 lbs Minimum edge distance: 2.63 in 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 N.O.A. 07-1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 2.25 in 3.00 in 1.00 Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 fi Al ^ Al / Y"°Y� Aa / Al U Al 72.75 1 of 4 79.25 • Design pressure: 60.0 psf Zone Area' (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty Load (lbs) A1 2.3 138 N/A N/A 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK .• •.• • • • • • •• • • • • • • • •• ••• •. • • • •• . •. ••• • • ••• • •• • • • • • • • •• ••• • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • Y •• •• 000 • • • ••• 0 • *• 0451 �Ar .. yiEF T.1.131 04. s`IONALklitii��t� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 - Al 79.25 Design pressure: 60.0 psf Zone2 Area (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Q� Load (lbs) 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 \ Al /\ Ao A2 i Aa Al Y 72.75 Double with sidelites. Pressure against stops with bump threshold: 79.25 Design pressure: 60.0 psf Zone Area (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty(lbs) Load Al 2.3 138 N/A 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 OK 37.50 36.38 36.38 37.50 \Al /\A4/\A47\Al / YmYA5YA3Y A2YPCYA5YA3YA2 Load (lbs) / Al \/A4\/A4\/Al \ 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 \ Al / Y' A2 X A3 / Al \ \ Al / 1�3YA2 P3 Y 1 /Al \ 79.25 Design pressure: 60.0 psf Zone Area (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Q ty Load (lbs) 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 7.8 468 N/A N/A 171 3 156 OK A4 2.3 138 N/A N/A 171 1 138 OK A5 7.7 463 N/A N/A 171 3 154 OK Design pressure: 60.0 psf Zone Area (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty(lbs) Load 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 N/A 171 4 134 OK A4 10.0 601 N/A N/A 171 4 150 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 \ Al n Y^�Y^�Y^�Y A2 / M /A1 \ A5 7\ I P71 1 A5 7\ M 1 Al lI Az /\ /Al \ 147.75 2 of 4 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty(lbs) Load 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 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 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 •• ••i.--•--. • •••• ••• ••.q .• • • . . • •,.,. * . , • : 51 • • • • + • ••• • • •• • TAT OF •c� • :• :.:�rDNAL ti\\�� • •• .• • .. �StffIE1�� ... .• .•• ••• • • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A 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. .• •.• • • • • • •• . :::41 li „T . . • ..• ••. ••• • • •• • • • • •• •• • . • • • 000 • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • 000 • • • • *00 • • • • • • • • • • • • • 1100 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • .-17%39/4:61:70**N°.ARL-‘1).--:***,:' Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Anchor Locations: Double door 79 25 36.38 6.00 TYP. — 6.00 TYP. — 18.19 TYP. 6.00 13.45 MAX. O.C. 1— — 6.00 3.00 TYP. 36.38 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. `,\51 R 0 LJ0 /1 . '...••••• •.•• ••• • . • • • • •• • .•• .•• ▪ .. -�ir ./-.I AOTR Gi\•�: • • . ▪ ..• '14,///11110‘ . .. ...• . ... •.• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 410 . • • • • • • • • 0110 • • • 84110 • • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 METAL -EDGE STEEL DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. 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. 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 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM 084. 5. PLASTICS TESTING OF LITE FRAME MATER AL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.48 TENSILE STRENGTH. ASTM 0638 7.508 DIFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 • e • SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS • SINGLE DOOR UNIT WITH SIDELITE MAX. FRAME HE!CHT 81.875° O n 0 21" MAX -- D.L.O. 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. -- PANEL WIDTH --I W/ASTRAGA L 37.5" MAX. I` FRAME WIDTH • SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W/SIDELITES • SINGLE DOOR UNIT W/SIDELITES •••• • • •••• • • AddrMbilie Gn' xi Ab.: 1 o68aHp Rr1Y•rd81! • • 1-3 x o_ •••• •� • .•••• •••• • ••• • •• •• • •• • • •• •• • •• • • •• • • • • •• • e • DODULL 000R UNIT W/SIDEIJTES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 158 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING O INSWING OUTSWING OUTSWING. X • • +50.5 / -55.0 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 • • •• XX 74" +50.5 / -55.0 +55.0 -50.5 +19.0 / -19.0 440.0 / -40.0 +55.0 / -50.5 OX or XO • Baa•• • • SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W/SIDELITES • SINGLE DOOR UNIT W/SIDELITES •••• • • •••• • • AddrMbilie Gn' xi Ab.: 1 o68aHp Rr1Y•rd81! • • 1-3 x o_ •••• •� • .•••• •••• • ••• • •• •• • •• • • •• •• • •• • • •• • • • • •• • e • DODULL 000R UNIT W/SIDEIJTES 1gn uom 1 nresnow ueslgn ex • • • ••• • • • •• • KURT BALTHAZOR FLORIDA P.E. #56533 a CO CC O O U O�-J CcLiu CD U � �U in� 0cf.) OD 0 0 0 a • *Not, wie04 LS ••• • ••• • �• 0 -34 • • • • • • • • • • • • • • • • • z 0 w 0 0 0 z DA E: 6/1/07 cru F: N.T.S. DWG. BY: SWS CHK. 8Y: DRAWING NO.: DWG-MA-FL0174-07 SHEET 1 or 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 158 OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING. X 37.5" +50.5 / -55.0 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 XX 74" +50.5 / -55.0 +55.0 -50.5 +19.0 / -19.0 440.0 / -40.0 +55.0 / -50.5 OX or XO 75" +50.5 / -55.0 +55.0 7 -50.5 +19.0 / -19.0 +40.0 -40.0 +55.0 / -50.5 OXO 112.5" +50.5 / -55.0 +55.0 / -50.5 +19.0 / -19.0 +40.0 -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -55.0 +55.0 / -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -50.5 1gn uom 1 nresnow ueslgn ex • • • ••• • • • •• • KURT BALTHAZOR FLORIDA P.E. #56533 a CO CC O O U O�-J CcLiu CD U � �U in� 0cf.) OD 0 0 0 a • *Not, wie04 LS ••• • ••• • �• 0 -34 • • • • • • • • • • • • • • • • • z 0 w 0 0 0 z DA E: 6/1/07 cru F: N.T.S. DWG. BY: SWS CHK. 8Y: DRAWING NO.: DWG-MA-FL0174-07 SHEET 1 or 3 3" SEE DETAIL DETAIL "D" 1.375" 3" --� — SEE DETAIL "E" — 3" 31 IIIII — O I— 6" 6.. "II O 6" I I — — 6" p. 1 1 �/ 6" —•- II — 4 MORE EQUALLY SPACED -- - 6" ( 6. - #8 x 2-1/2" - 3" #10 x 5/8" #10 x 2-1/2" #8 x 2-1/2" #10 x 5/8" #10 x 2-1/2' 0.962"1 T 3" SEE DETAIL DETAIL "C" 3" #10 x 1/2" #10 x 1/2" 1.75"' __-_7 1.047" —I F- 3" 0 a SEE DETAIL J 11.1 cc DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED 0.090" SAFLEX 1110 (NOA 09-0127.13) 0.124" ANNEALED . INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD DOW 832 OR EQUAL SEE DETAIL • • • •• • • •••• • ?f • • • • s6•• • •• •• • • • • • •• • • •• •• • • • • • • • • • • • • ASTRAGAL RETAINER BOLT• HOL••E MUST BE DRILLED THROUGH • THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. fXTFRIOR 1HIE81QB TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 OR EQUAL MinimbDieNMO 3 ,7 /.z 0 0 a •q �.e ••• • •rt• •• • • • • • •• •• • • • :r `E •• 1n z 0 a 0 0 0 z DATE 5/1/07 SCALE: N.T.S. DWG. FIT: SWS CN4. 6+: DRAWING NO.: DWG—MA—FLOI 74-07 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 3" — 0 a SEE DETAII "D" SHT. 2 4 MORE EQUALLY SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, 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 :N SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1.50 IN 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. CL -- 0.25" MAX SHIM TYP CAL ANCHOR INSTALLATION 4-9/16" MIN JAMB 3" 1- 3 -., - I�� KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED AT 5-1/2” CENTERLINE. I— 6». o I I 6„ ,1 © I I - - •. ••- •••• • •••• 1 •• 4 MORE EQUALLY SPACED 6� ■ 1 6" 1 6" — HARDWARE SCHEDULE • • • •• ••• • • •• ••41 3„t ••• • • •• •• • • • • • • • • • • •• • •• • • • • • •• • • • • • ••• • • • •• • 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED AT 5-1/2” CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. /Am nOWY6 UnixfoBlb: N 7.„ 68 eies p Woad fki, DOliniewd 3/aim. 0 DO rZ 0 0 0 CO "-CL C Z -0 0 z0 -s LI.n0 0 rnN 0) g � 0 0 a • ••• ••� •••• • • • • • • �• P• • • • • • •• • • • 0 O Z DA E: 6/1/07 SCALE: N.T.S. OWG. BY! SWS CHK. BY: DRAWING NO.: DWG-MA-FLO1 74-07 SHEET 3 OF 3 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI008080.01 06/02/2007 05/31/2015 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). Configuration Inswing or Outswing I/S Glazed or Opaque Glazed Maximum Size 3'0" x 6'8" Design Pressure Pos/Neg +50.5/-55.0 Water Test Pressure 2.86 psf Missile Impact Rated Yes Test Report Number Drawing Numbee&••• :Coyftylents •••• . NC'lt-21t-3431-1 •••• '41 Maximuin4P%IR+ Size: 3'Ot'. 8" Anchor(DiA• 1A-FL0174-raj • X Single X Single O/S Glazed 3'0" x 6'8" +55.0/-50.5 6.0 psf 825 psf* Yes NC1'j440-3431-L. . • Maximo I J'Luje1 Size: 3'01' x15'8"• Anchor Details -MA -F1...00 74-59 . h't:1t'2'11:-3431-=•. .. •'••' Maxirnuiti'Paitt? Size: 310'' x es.' . Anchor 4ktnP's MA-FL0174-67 • N1'rI'21:-3431-L MaximuiyPanel Size: 3'Vk'G•es • Anchor 4)etalls :MA-121.,0174-Vi7 XX Double I/S Glazed 6'0" x 6'8" +50.5/-55.0 2.86 psf Yes XX Double O/S Glazed 6'0" x 6'8" +55.0/-50.5 6.0 psf 8.25 psf* Yes XO/OX Single w/Sidelite I/S Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/-55.0 2.86 psf Door -Yes Sidelite-Yes Nett -210-3431-1 •• • Maximum Panel Size: 3'0" 6 8 Anchor Details -MA -F1,0174-07 XO/OX Single w./Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +55.0/-50.5 6.0 psf 8.25 psf Door -Yes Sidelite-Yes NCFI., 2111-3431-1 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0174-07 OXO Single w/Sidelites I/S Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5/-55.0 2.86 psf Door -Yes Sidelites-Yes NCTI: 2 10-3431-1 Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0174-07 OXO Single w/Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6.8" +55.0/-50.5 6.0 psf 8.25 psf* Door -Yes Sidelites-Yes Nen.-210-3431-1 Maximum Panel Size: 3'0" x 6'8" Anchor Details -MA -F1,0174-07 OXXO ' Double w/Sidelites US Glazed Doors Glazed Sidelites 12'0" x 6'8" +50.5/-55.0 2.86 psf Doors -Yes Sidelites-Yes NC'1l-210-3431-1 Maximum Panel Size: 3'0" x 6'8" Anchor Details -MA -H..0174-07 OXXO Double w/Sidelites O/S Glazed Doors Glazed Sidelites 12'0" x 6'8" +55.0-50.5 6.0 psf 8.25 psf* Doors -Yes Sidelites-Yes NC1'I,-210-3431-I Maximus . ,el Size: 3'0" x 6'8" Asch )clads-MA-FL0174-0' *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highwa Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 23072