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WS-15-1508 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237182 Permit Number: WS-6-15-1508 Scheduled Inspection Date: August 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LEAL,ALEJANDRO& CLARISA Work Classification: Window/Door Replacement Job Address:32 NE 91 Street Miami Shores, FL Phone Number (917)287-7855 Parcel Number 1131010200050 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE 18 WINDOWS AND 3 DOORS. REMOVE 1 Infractio Passed Comments DOOR, CLOSE 4 WINDOWS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 31,2015 For Inspections please call: (305)762-4949 Page 8 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239040 Permit Number: WS-6-15-1508 Scheduled Inspection Date: July 15, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: LEAL,ALEJANDRO &CLARISA Work Classification: Window/Door Replacement Job Address:32 NE 91 Street Miami Shores, FL Phone Number (917)287-7855 Parcel Number 1131010200050 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE 18 WINDOWS AND 3 DOORS. REMOVE 1 Infractio Passed Comments DOOR, CLOSE 4 WINDOWS. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238570. CREATED AS REINSPECTION FOR INSP-238349. CREATED AS REINSPECTION FOR INSP-237181. Remove wood from fill cell Windows must be installed per NOA Failed ❑ No cement allowed Need letter from aRCH/eNG FOR STRUCTURAL ATTACHMENT WITH 2 x wINDOWS ATTACHED TO METAL COLUMNS MUST HAVE SCREWS FOR STEEL Correction Needed ❑ �� {... �g Re-Inspection Fee No Additional Inspections can be scheduled until v re-inspection fee is paid. July 14, 2015 For Inspections please call: (305)762-4949 Page 36 of 39 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT July 14, 2015 AFC 15-0779 oY5 Wpl't To: Miami Shores Building Department 10050 NE 2nd Ave Miami, FL 33175 Re: Leal Residence 32 NE 91" Street Miami Shores, FL 33138 Subject: To Whom It May Concern, below: As per your comments regarding the above mentioned project, please see our response Comment: Need Letter from Eng/Arch for structural attachment with 2X.Windows attached to metal column must be secured with metal screws to column. Response: The use of a 2X with: 1/4"tapcon with 1-3/4" minimum penetration, 8"on center spacing staggered, 4" from ends, 1" minimum wood edge distance, and 2-1/2" minimum concrete edge distance is structurally adequate for bucking within this project. For metal column applications use#14 SMS with 3 thread minimum penetration,8" on center spacing staggered,4"from ends,3/"steel edge distance,and I"wood edge distance. Should there be any more questions please do not hesitate to contact u at the number below. Very T'r 1a `Fours, Osca S u —ont, P.E. Project Eng neer CINc'.. AwAeHed. 1235 SW 871h Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 I www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. AVE TEL. (305) 264- ALEJANDRO LEAL LEAL RESIDENCE MIAMI, FLORIDA 33174 FAX. (305) 262-697697 07-14-15 BY: C.M. AFC 15-0779 74" I i I---z0. i T _ i i MARK A — (:�:)WORST CASE ELEVATION N.T.S. WIND LOADS= 53.7 PSF (ZONE 5) ANCHOR AREA= 1.11 FTA2 R=59.6 LBS SHEAR PER ANCHOR= S = R=59.6 LBS TENSION PER ANCHOR=R*(BUCK DEPTH)/(BUCK E.D.)=59.6*1.75"/1" = 104.4 LBS 1/4"TAPCON WITH 1-3/4"MINIMUM PENETRATION,8"ON CENTER SPACING STAGGERED, 4"FROM ENDS, 1"MINIMUM WOOD EDGE DISTANCE,AND 2-1/2"MINIMUM CONCRETE EDGE DISTANCE Sa =445 LBS =259 LBS Ta =475 LBS COMBINED STRESSES: (T/Ta) + (S/Sa)51 (104.4/475)+(59.6/259)= .449<1 OK TO USE #14 SMS WITH 3 THREAD MINIMUM PENETRATION,8"ON CENTER SPACING STAGGERED, Engr:7LA. SOUFFRANT 4"FROM ENDS,'/4"STEEL EDGE DISTANCE,AND 1"WOOD EDGE DISTANCE �__ 72462 C.A(J. 538 Sa =398 LBS =203 LBS % Ta =785 LBS COMBINED STRESSES: (T/Ta) + (S/Sa)51 1 (104.4/785)+(59.6/203)= .426 <1 OK TO USE 3Z16"0 ULTRACON 5 11570 ULTRACON ALLOWABLE LOAD_ CAPACITIES: ALLOWABLE LOAD CAPACITIES: '01 SPACING EDGE DISTANCE T;_ __ TENSION SHEAR EDGE DISTANCE NUMBER OF EMBEDMENT— TENSION SHEAR NCHES ;MBEROF EMBEDMENT DV�METERS ) (LB) qVFINCHESMETERS (LB) (LB) 1-7/8" 8d 2" 205 120 ":, 6d 1.314' 270 120 1.1/4" 3-314" 12d 2" 290 120 i - _ N p 2-1/4" 1_3/4" 270 195 5" 16d 1" 180 215 W sit y 1" 3" 18d .__ 1" _. —106 155 1-314" 525 330 p b^C x11 2 _ 1-3/8" 185 195 3,515 P.S.I. 2-3/18' 5" 18d 1" 205 375 Z j U V yl E°1I 2,848 P.S.I. 3.9/18" 19d 17/4° 270 -I_ 195 CONCRETE't 1-3/4" _8_00 785 rn 1-718' 6d 2° 300 120 lJ 4 £m W 6 CONCRETE* 1-1/8" Bd 1-314" 315 175 14,X)1 <W z 2.1/4' 12d 1-3/4" 315 175 3-3/4" 12d 2" 455 710 Z N 2-12" 1" 110 155 3-118" 1" 210 _450 W 3" 18d 5 16d 1-314" 880850 b 1.318" 18s 195 J 3-9/16" 19d 1-314" 315 195 R 2" 835 850 p Imu ¢ GROUT FILLED 3-9116• 16d 1-3/4" 175 135 GROUT FILLED 1-3/4' 230 370 w p $ BLOCK 2-12" - BLOCK 2-112" 5" 1fid 4-1/2" 24tl 2.1/4" 220 185 2-114• 290 375 1' (r — 32d r8O 105 1-9118° 8" 20d 130 140 HOLLOW BLOCK 1-1/8" Bd 1-114" 5 HOLLOW BLOCK L, 1.7/8" Bd 130 175 2-ill" 2-1l4" 12d 1 114" 5 _ 115 3.118" 3-314" 12d 140 175 fi" 32d S 115 8" 20d 225 290 NOTE: NOTE! ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR "ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR CRACKED CONCRETE SUBSTRATES. CRACKED CONCRETE SUBSTRATES. O t EMBEDMENT DEPTH INTO 2,846 PSI CONCRETE,WITH THE WOOD BUCK U C c LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. "EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR IZ4"O U LTRACO N HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF AMY WOOD BUCKS. n , ALLOWABLE LOAD CAPACITIES_: ULTRACON HEAD z o W SPACING DIMENSI_ON_S: DRILL BIT SCHEDULE: WCC�p q W EDGE DISTANCE NUMBER OF EMBEDMENT- TENSION SHEAR DRILL BIT rit 5' INCHES HEAD STYLE HEAD DIAMETER SCREW-ANCHE.OR DIAMETERS (LB) (LB) 1.12' Bd 1.3/4" 345 120 3/16'PFH 0.363" 3/1ET 5 7 DIAMETER ELCO ULTRACON BIT 3/16"PPH 0.365" _. w 3" 12d 1-3/4" 345 17_0 1/4' ifs"DIAMETER ELCO ULTRACON BIT 1" 150 156 1/4"PFH 0.480" 5/16" y"DIAMETER ELCO W TRAM.BIT W 4" 18d 17B" 290 225 1/4"TRIMFIT 0.414" 2,848 P.S.I. 17M" 4fi0 225 1. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE -CONCRETE' "" 5/16'PFH 0.543 MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS WITH THE AND __ 1 12" 8tl 1-3/4" 455 315 THIS MIAMI-DADE COUNTY,FLORIDA P.E.R.A.NOTICE OF a 3" 12tl ---485 390 5/16"LDFft 0.695" —— S n ACCEPTANCE. 2 tn" 1"" 200 2B5 5/16°7RIMFIT 0.41q" 2. DRILL HOLES AT LEAST 3'"DEEPER THAN ULTRACON EMBEDMENT. qq 4❑" 16d 3. CLEAN HOLES OR DEBRIS AND DUST BEFORE INSTALLATION OFd 5! 1 t ANCHOR. 1.314" 475 -:445 4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE HAS 2,730 p.s.l HEX WASHER HEAD DEVELOPED ITS DESIGN STRENGTH. CONCRETE°t 2d2' 4° 16d 1-3M" 315 5. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETE 4 HWH DIMENSIONS: SUBSTRATES,AS DEFINED IN ACI 355.2. GROUT FILLED 4" 18tl 17M" 230 250 -- Q BLOCK 2-12" P3/16'HWH LE ACROSS FLAT WASHER DIAMETER y g Yf a 4.12" 18tl 2.1/4" 410 250 i R F. 1„ 6" 24d 140 140 M 1/4' 0.355" HOLLOW BLOCK 1.12 Bd 140 100 5/36' 0.625" 6' 12d150 � 5/16' 0.415" 8" 24tl 14P HWry 5/16' 0580' PRODIICTItEMWED 11-ECP-0001 NOTE: qr eomply*vA*do Plod& 04 "ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR H 5/16" 0543' o1"6 CO&CRACKED CONCRETE SUBSTRATES,AS DEFINED IN ACI 3552. 5/16" 0.585" ~000 N t EMBEDMENT DEPTH INTOPSI CONCRETE,WITH THE WOOD BUCK M .� LOCATED BETWEEN THEE CONCRETE AND THE SIDE MEMBER. ONAP-1 "'EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR —fl HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOOD BUCKS. •� r`.>/1 i Z 7/14/2015 AL-FAROOQ CORPORATION (2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION) WOOD SCREW- LATERAL DESIGN VALUE SINGLE SHEAR ROOT DIAMETER OF 1/4" ELCO ULTRACON• WOOD TO CONCRETE D= 0.168 Nom. Dia Dn = 0.25 D=D for unthreaded full-body fasteners D=Dr for reduced body diameter fasteners or threaded fasteners (See Appendix L-NDS) SPECIFIC GRAVITY - Southern Pine (See Table 11.3.3A) G= 0.55 DOWEL BEARING STRENGTH OF MAIN MEMBER-(CONCRETE) (MEMBER HOLDING POINT) : Fem = 7500 PSI F'c(CONCRETE) = 2500 PSI (MIN.) DOWEL BEARING STRENGTH OF SIDE MEMBER-(WOOD)• Fes= if D>0.25, 6100 x Gl.4s 16600 x G1.84 (Table 11.3.3 Note 2) D0.s Fes= 5.526E+03 PSI DOWEL BENDING YIELD STRENGTH: Fyb= 155000 PSI (FOR ULTRACON ANCHORS- PER SPECS.) MAIN MEMBER(CONC.) DOWEL BEARING LENGTH• Lm = 1.75 IN (PENETRATION/EMBEDMENT) SIDE MEMBER(WOOD) DOWEL BEARING LENGTH• Ls= 1.000 IN (WOOD WINDOW FRAME THICKNESS) Re= Fem Re= 1.357 Fes Rt= Lm Rt= 1.750 Ls � 41 k1= vRe+Rtz •Re' + 2 Rez • (1 +Rt+Rtz)—Re• (1 +Rt) kl = 0.757 1 +Re kz= —1 +F2 - (l�+Re) +�2 -Fyb - (1 + 2Re) - Dz / kz = 1,277 3 Fem Lmz k3= —1 +f2 1 +Re +2 •Fyb • (2 +Re) •Dz k3 = 1.186 Re 3 •Fem•Lsz PENETRATION DEPTH FACTOR Cd: Cd = Lm = 1.74 Cd = 1 if(Cd< 1, Cd, 1) 6D MIN. PENETRATION OF SCREW INTO MAIN MEMBER FOR SINGLE SHEAR CONNECTIONS OR SIDE MEMBER FOR DOUBLE SHEAR CONNECTIONS SHALL BE: Pmin= 6D Pmin= 1.008 INCH EDGE DISTANCE FACTOR Ce: Ed = 1.000 INCH (MIN.) EDGE DISTANCE Emax= 4Dn = 1.0 INCH (MAX.) EDGE DISTANCE THEREFORE--------------> Ce= Ems_= 1.000 Ce= 1 if(Ce< 1, Ce, 1) Emax REDUCTION TERM, Rd: (SEE TABLE 11.3.1B-NDS 2012,PG.79) X= (MAX.)ANGLE OF LOAD TO GRAIN X=90 DEGREES ---> IF LOADING IS PERPENDICULAR TO GRAIN = 0 DEGREES ---> IF LOADING IS PARALLEL TO GRAIN IF D<0.25 IN. --- FOR ALL YIELD MODES: Rd=Kd x Kx (SEE NOTE 1 ON TABLE 11.3.113) X = 90 Kx= 1+0.25 (X/90) = 1.25 Kd = 2.2 if D<0.17 (TABLE 11.3.16) 10D+0.5 if 0.17< D<0.25 Kd = 2.2 Rd = Kd * Kx Rd = 2.75 YIELD LIMIT EQUATIONS: (SEE TABLE 11.3.1A-NDS 2012,PG.79) ALLOWABLE LATERAL LOAD: (Eq. 11.3-1): Z1= D Lm •Fem = 802 LBS Rd (Eq. 11.3-2): Zz= D Ls •Fes = 338 LBS Rd (Eq. 11.3-3): Z3= kl D •Ls • Fes = 255 LBS Rd (Eq. 11.3-4): Z4= kz D •Lm •Fem = 276 LBS Rd • (1 + 2 • Re) (Eq. 11.3-5): Z5= k3 • D • Ls • Fem = 162 LBS Rd • (2 +Re) (Eq. 11.3-6): Z6= DZ 2 Fem•Fyb = 186 LBS Rd 3 (1 + Re) Zmin = 162 LBS DURATION FACTOR: CD = 1.6 ALLOWABLE LATERAL LOAD Za: Za = min(Z) • Cd • Ce • CD Za = 259 LBS `TI}TS CoL)TAoL•-- n��nr TABLE 20.2: Fastener Capacity z � 4SAE Grade 2 Steel for Diameters up thru 9/16"(UVC Threads) .e nt ;,� Mnirrum Material Thickness(bs) Nominal D A(R) to Equal Tensile Capacity of Maximum Tensile Load(Ibs)for Fastener Noninal A(S) Thread Allowable Shear ANowable Beari lbs Fastener in Diameter Thread Tensile Root Allow able Available 3/8"Rate Thickness 1/8" 1/8" 1/8" 3/8" 3/8" 3/8" &Threads Dameter Stress Area Area Tension Single Double Steel Aluminum Aluminum r Inch in (in) (In) Nis Steel Aluminum Aluminum Ibs lbs A36 6063-75 6063-T6 A36 6063-T5 6063-T6 A36 6063-T5 6063-T6 #6-32 0.1380 0.0091 0.0078 224111 222 900 253 345 0.0988 0.2005 0.1522 224 224 224 #8-32 0.1640 0.0140 0.0124 346 177 353 1,070 301 410 0.1282 0.2487 0.1900 346 346 346 #10.24 0.1900 0.0175 0.0151 432 216 431 1,240 348 475 0.1385 0.2524 0.1951 432 432 432 160 0.0242 0.0214 608 1,409 396 540 0.1679 0.3044 0.2274 596 596 596 0.2500 0.0318 0.0280 596 796 1,631 458 625 0.1911 0.3404 0.2497 785 785 785 0.0469 1,552 1,603 2,039 573 781 0.2507 >3/8" 0.3276 1,552 1,303 1,552 3/816 0.3750 0.0775 229 1,194 2,389 2,447 688 938 0.2742 >3/8" >3/8" 2,294 1,572 2,144 7/16-14 0.4375 0.1063 0.0961 3,147 1,643 3,286 2,855 802 1,094 0.2945 >3/8" >3/8" 3,147 1,873 2,554 1/2-13 0.5000 0.1419 0.1292 4,200 2,208 4,417 3,263 917 1,250 0.3183 >3/8" >3/8" 4,200 2,140 2,918 9/16-12 0.5625 0.1819 0.1664 5,386 2,843 1 5,687 3,670 1 1,031 1 1,406 0.3511 >3/8" L >3/8" 1 5,386 2,444 3,333 SAE Gra 2 Steel`S aced Threads, F, r.„u*-, .� ;Y� „ ,...r(t "s._., e"�.�,*.kntxar�et�wr>v mar.E , y^' u.; ti;I Nominal DMnirrum Materiel Thickness(bs) A(� to Equal Tensile Capacity of Maxi um Tensile Load(Nos)for Fastener Nominal K Thread Allow able Shear Allow able Bearin Ibs Fastener in Diameter Thread Basic Mnor Root Allowable Available 3/8"Rate Thickness 1/8" 1/8" 1/8" 3/8" 3/8" 3/8" &Threads Diameter Diameter Area Tension Single Double Steel Aluminum Aluminum _par inch (in) Steel Aluminum Aluminum in) inZ) (lbs) Ibs (lbs) A36 6063-T5 6063-T6 A36 6063-T5 6063-T6 A36 6063-T5 6063-T6 �t #6-20 0.1380 0.0990 0.0077 190 110 219 900 253 345 0.1191 0.1418 0.1191 190 190 190 JJ #8-18 0.1640 0.1160 0.0106 261 151 301 1,070 301 410 0.1437 0.1611 0.1437 261 261 261 #10-16 0.1900 0.1350 0.0143 353 204 408 1,240 348 475 0.1401 0.1852 0.1516 353 353 353 #12-14 0.2160 0.1570 0.0194 478 276 551 1,409 396 540 0.1820 0.2166 0.1820 478 478 478 1/4-14 0.2500 0.1850 0.0269 663 383 766 1,631 458 625 0.1797 0.2418 0.1967 663 663 663 511612 0.3125 0.2360 0.0437 1,295 748 1,495 2,039 573 781 0.2428 0.3026 0.2453 1,295 1,295 1,295 3!812 0.3750 0.2990 0.0702 2,078 1,200 2,400 2,447 688 938 0.2811 >3/8" 0.2969 2,078 2,017 1 2,078 r 3 ME Grade 2,(5,91,16"),, For All Diameters Fu..(MlnUklmaEffective Area UNC Threads Effective area(spaced Threads) terTenelleStrenpth)�� 74000tpsi� Fr(All w Tensile Stress`; Ips FT=F /SF A R =n D 1.2269/ Z/4 A =rzK'/a * ANowableTensbn=F[A S) A(S)=Tr D-0.9743/N)Z/q A S =nK'/4 Fr(A1knv Tertslle Scram,D�>J!4") �� °29,600 PS /4` Fv-(Allowable Shear Straea D5114 �` Fv=Fu/ SF x s rt 3 Fv(Albla kowaShearStrass D>i/4 "i° Allowable Single Shear=Fv[A(R)) ' =17,090 psi- NOTE 4.- I. :1. Values are taken from RISC,ASTM,IFI,SAE and AA documents. K values for spaced threads are taken as the minimum values in IFI Fastener Handbook,81h Ed 2. Safety Factor usedfor fasteners with diameters 114"or less is 3.0,Safety Factor usedforfasteners with diameters 5116"or greater is 2.5. AAMA TIR A9-14 eprodduuced,republished ht by the or distributed In arry Architectural Manufacturers o matewithout thetion expressMwritten cconis document sent of AAMq�rchased by�gjg��g�Q of AL-FAR000 CORP on Wed Jun 4 2014.It may not be Page 43 J � V 7/14/2015 AL-FAROOQ CORPORATION (2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION) WOOD SCREW- LATERAL DESIGN VALUE SINGLE SHEAR ROOT DIAMETER OF#14 SMS: STEEL TO WOOD D= 0.189 Nom. Dia. Dn = 0.25 D=D for unthreaded full-body fasteners D=Dr for reduced body diameter fasteners or threaded fasteners (See Appendix L-NDS) SPECIFIC GRAVITY - SOUTHERN PINE (See Table 11.3.3A) G = 0.55 DOWEL BEARING STRENGTH OF MAIN MEMBER (MEMBER HOLDING POINT) : Fern = if D>0.25, 6100 x G1.4s , 16600 x G1.84 (Table 11.3.3 Note 2) D0.s Fern = 5.526E+03 PSI TENSILE STRENGTH OF SIDE MEMBER-(STEEL): Fu = 58000 PSI ASTM A-36(Fy=36,000 PSI)STEEL DOWEL BEARING STRENGTH OF SIDE MEMBER-(STEEL): Fes= 2.2 Fu PSI 1.6 Fes= 7.975E+04 PSI DOWEL TENSILE BENDING STRENGTH: Fyb= 57000 PSI (FOR SMS ANCHORS- PER SPECS.) MAIN MEMBER(WOOD) DOWEL BEARING LENGTH: Lm = 1.25 IN (PENETRATION/EMBEDMENT) SIDE MEMBER(ALUM.) DOWEL BEARING LENGTH: Ls= 0.075 IN (MIN. FRAME THICKNESS) i Re= Fern Re= 0.069 Fes Rt= Lm Rt= 16.667 Ls og kl= vrRe+Rtz •Re' +2 •Rez • (1 +Rt+Rtz) —Re• (1 +Rt) ki = 0.475 1 +Re k2= —1 +r2 - (l +Re)+2.Fyb - (1 +2Re)- Dz / k2 = 0.522 3 Fem Lmz/ k3= —1 + 2 1 +Re +2 Fyb •(2 +Re) •D2 k3 = 10.011 Re 3 •Fem•Lsz PENETRATION DEPTH FACTOR Cd: Cd = Lm = 1.10 Cd = 1 if(Cd < 1, Cd, 1) 6D MIN.PENETRATION OF SCREW INTO MAIN MEMBER FOR SINGLE SHEAR CONNECTIONS OR SIDE MEMBER FOR DOUBLE SHEAR CONNECTIONS SHALL BE: Pmin= 6D Pmin= 1.134 INCH EDGE DISTANCE FACTOR Ce: Ed = 1.0 INCH (MIN.) EDGE DISTANCE Emax= 4Dn = 1.00 INCH (MAX.) EDGE DISTANCE THEREFORE--------------> Ce= Ej=1.000 Ce= 1 if(Ce< 1, Ce, 1) Emax REDUCTION TERM Rd: (SEE TABLE 11.3.1B-NDS 2012, PG.79) X= (MAX.)ANGLE OF LOAD TO GRAIN X=90 DEGREES ---> IF LOADING IS PERPENDICULAR TO GRAIN = 0 DEGREES ---> IF LOADING IS PARALLEL TO GRAIN IF D<0.25 IN. ---FOR ALL YIELD MODES: Rd =Kd x Kx (SEE NOTE 1 ON TABLE 11.3.113) X = 90 Kx= 1+0.25 (X/90) = 1.25 Kd = 2.2 if D<0.17 (TABLE 11.3.113) 10D+0.5 if 0.17<D<0.25 Kd = 2.39 Rd= Kd * Kx Rd= 2.9875 YIELD LIMIT EQUATIONS: (SEE TABLE 11.3.1A-NDS 2012, PG.79) ALLOWABLE LATERAL LOAD: (Eq. 11.3-1): Zl= D Lm• Fem = 437 LBS Rd (Eq. 11.3-2): Zz = D Ls •Fes = 378 LBS Rd (Eq. 11.3-3): Z3= kl D •Ls •Fes = 180 LBS Rd (Eq. 11.3-4): Z4= k2 D •Lm Fem = 200 LBS Rd • (1 + 2 Re) (Eq. 11.3-5): Z5= k3 • D •Ls • Fem = 127 LBS Rd • (2 +Re) (Eq. 11.3-6): Z6= D2F3 - m•Fyb = 168 LBS Rd +Re) Zmin = 127 LBS DURATION FACTOR: CD = 1.6 ALLOWABLE LATERAL LOAD Za: Za =min(Z) • Cd • Ce • CD Za = 203 LBS " v ""4� 4, �sNO1so,� Miami Shores Village 10050 N.E.2nd Avenue NE WOO r Re Fflacem Miami Shores,FL 33138-0000 YYFNav Phone: (305)795-2204 �k �` = ,., ,:.• .„, AExpiration: 12/21/2015 Project Address Parcel Number Applicant 32 NE 91 Street 1131010200050 I Miami Shores, FL Block: Lot: CLARISA LEAL Owner Information Address Phone Cell IICLARISA LEAL 32 NE 91 Street (917)287-7855 MIAMI SHORES FL 33138- 32 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 11,500.00 HOME OWNER Total Scl Feet: 0 Type of Work:REPLACE 18 WINDOWS AND 3 DOORS.REM Available Inspections: No of Openings:21 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-6-15-56028 DBPR Fee $4.65 06/18/2015 Credit Card $50.00 $420.50 DCA Fee $4.65 Education Surcharge $2.40 06/24/2015 Credit Card $420.50 $0.00 Permit Fee $310.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $470.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV I certify that all the foregoing info ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and e ing. Fu rmo auth ze he bov -named contractor to do the work stated. N, June 24, 2015 Authors dci��t1�(g� / Applicant / Contractor / Agent Date Building M . ment Copy June 24,2015 1 i Miami Shores Village , fig , Building Department JUN [U15 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ro BUILDING Master Permit No.u.L 15- it —M APPLICATION Sub Permit No. E rBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �J O! l cS I �'t' t City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 - 3101 - O a'o-0 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): C t Cl c Ol L.Q a Phone#: Address: 1 0 V N, 3 S D q 2 City: tib rYl t ,,1 State: F-� Zip: 1 `,� Tenant/Lessee Name: V-1 C01 Y-6 0 C-a S+rV Phone#: Email: ' r CONTRACTOR:Company Name: +-do(ne 0'0y\-� Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ l E S© � Square/Linear Footage of Work: 0 Type of Work: ❑ Addition Alteration ❑ New �Repair/Replace ❑ Demolition Description of Work: ire Q kQ C- UC 1 /1 d c9 of S ay-)6 3 CI O0 TS 9_Q�0ve_ I do©r C1.o�- Lf wi ndouj . Specify color of color thru tile: (� Submittal Fee$�• � Permit Fee$31b CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ L W •`may (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature �NERorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0 day of ;JU 120 � S by day of ,20 by QLA,Q1 SA M• LCL who is personally known to who is personally known to me or who has produced F�l., .(V��L_ 1 IcJ me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB IC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: o 9°yid Notary Public State of Florida Seal: = Sindia Alvarez 8 My Commission FF 156750 y, a �tor�dP Expires 09/0312018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,5t!ORFS y! Miami Shores Village Building Department 10050 N.E.2nd Avenue ras a Miami Shores, Florida 33138 �ORIDA Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: C�ICII�"( Gl 1_e o 1 DATE: (J I/ (�-) t s— ADDRESS:3�) N E I[ St . I) I`amt Snov eS, TL 33158- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. }� Initial (off 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial _ 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial__ 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial��, Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me thisy day of VvK , 20 1 LS By I"I LEAk— who was personally known to me or who has Produced there License or (Qx�"C'V as identification. OWNER NOTARY 959D cState',fFlorida reZ.sion FF 15875003f2018 GFN 2015Fi0353541 OR BY, 29640 F9s 4482-4483 (2F9s) RECORDED 06/03/2015 12.20:3:'_ Prepared by� �e-}J 1�_ DEED DOC TAX 1;4,125.00 Jennise Rodriguez HARVEY RUVINr CLERK OF COURT MIAMI-DADE C:OUNTYr FLORIDA Alexander P.Almazan,P.A. Nelson Tomeldo,P.A. 7550 Red Road Suite 208 8700 West Flapier Strsst Miami,FL 33143 Suite 170 305-665-6681 Miami,FL 33174 File Number: APA15-0183 Will Call No.: Parcel Identification No. 11-3101-020-0050 [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM-SECTION 689.02,F.S.) This Indenture made this 29th day of May, 2015 between Nooria P. Rahmanie, a married woman** whose post office address is 45 Shore Drive North,Miami,FL 33133 of the County of Miami-Dade, State of Florida, grantor*, and Alejandro J. Leal and Clarisa Leal, husband and wife whose post office address is 32 NE 91 ST, Miami Shores, FL 33138 of the County of Miami-Dade,State of Florida,grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami-Dade County,Florida,to-wit: The West Half(1/2) of Lot 8, all of Lot 9, and the South Half(1/2) and North Half(1/2) of Lot 10, Block 9 of EL PORTAL SECTION 3, according to the Plat thereof, as recorded in Plat Book 9, at page 148 of the Public Records of Miami-Dade County,Florida Grantor warrants that at the time of this conveyance, the subject property is not the Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Grantor's residence and homestead address is: 45 Shore Drive North. Miami__ 33133 and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. *"Grantor"and"Grantee"are used for singular or plural,as context requires. III Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. PNp couyfr CrEQc t%0 u N g aQ rN coo WE nwr QQ oqo f cou v DoubleTimes 2 Book29640/Page4482 CFN#20150353541 Paoe 1 of 2 OR BN. 29640 PG 4483 • LAST PAGE Signed,sealed and delivered in our presence: r \ rine ame: ► r t�U C r✓ Nooria P.Rahmanie It Wi ss ame: State of Florida County of Miami-Dade The foregoing instrument was acknowledged before me this 29th day of M , 2015 by Nooria P. Rahmanie, who U is personally known or[X]has produced a driver's license as identification. [Notary Seal] Notary blic Printe Name: My Commission Expires: Vii:•., YVETTE OORT MY 0MUSSM i FF 161575 EXPIRES September 21,2018 BMW nrw►rd•n Peet Unit *M STATE OF FLORIDA, COUNTY I HEREBY CERTIFY that the foregoi s ue a OF DADE o couN, Wkinal on file in this office. — Ct COPY of t 3 00 "MyfY RUVIN, Clerk of Circuit AU 20 MY Courts DMuty Clerk •�. �butn. GUEITY JEAN #217325 Warranty Deed(Statutory Form)-Page 2 DOubleTime® Book29640/Page4483 CFN#20150353541 PaaP 2 of 2 r � IJ AL,FARO O - PORATO I`I . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: ALEJANDRO LEAL Date: Jun 15,2015 Project Name: LEAL RESIDENCE Engineered By:CNS Project Number: AFC#15-0779 Project Address: 32 NE 91st STREET COPY MIAMI SHORES FLORIDA 33138 city State ZIP ,. • Building Height: 15 FEET. • ...... .. . ...... Roof Slope: ® Slope ❑ Flat •• •• •••• .... . ..... ...... .. . ..... Design Criteria: •• •• •• •••••• . . . . ...... i, Florida Building Code 2010 • ii, Wind Loads are calculated as per ASCE 7-10. ' Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -AI-Farooq Corporation will not provide a letter of compliance/inspection report unless call d during installation. -Shop drawings are checked for structural requirements only. ` Disclaimer: JUN - This document is not valid without the embossed seal of an engineer employed by AI-Farooq Corporation. �� e -No portion of this document may be used or reproduced in any manner. OSCAr� `✓. QNT. P.E. FL# ?2462 E-B C.A.N.#3538 1235 SW 871h Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 w:w_-v-afcen,co_m 1 alfaroowa-afeeng.com Alejandro Leal Leal Residence Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 32 NE 91 Street 32 NE 91 Street Importance Factor 1.00 Height Above Gnd. Level(z)(ft) 15.00 Miami Shores, FL 33138 Miami Shores, FL 33138 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 I Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 56.64 Velocity Pressure Evaluated @h[qh](Iblft^2) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft"2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- tea+ w y Pos Neg �.;r, e' Oqd xa; ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 + C= •• ••• • • • • • •• �j LTi ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDIN :AL-F.AROOQ C0I1PORA•7TQN,-1235 S,W,•87jh f1VE,MIAMI FL.33174. TEL:305-264-8100 .. • . . . . .. . . . . .. . • •. . . . Engineers Seal Enginee am And Signature Design Date Design Reference Number ;•;6/14/%015;12:28:32 PM 15-0779 -.. . 0 -. • ... . . 0.0 .•. . • C.M.-6/17/201S CLIENT NAME: ALEJANDRO LEAL PROJECT NAME: LEAL RESIDENCE .� AL-FA ROOQ PROJECT ADDRESS: 32 NE 91 STREET,MIAMI SHORES,FL 33138 r: AFC# 15-0779 TOTAL GLAZING AREA 359.3 SOFT •' •' L 14-0908.07 1 LA PORTE 8'OUTSWING ALUM F.D. L.M.I. 311/2 311 2 81 76.0 76.0 GLASS P02 40.1 53.7 OK M 14-0908.07 1 LA PORTE 8'OUTSWING ALUM F.D. L.M.I. 31 31 793/4 76.0 76.0 GLASS/P02 40.1 53.7 OK N 14-0908.07 1 LA PORTE 8'OUTSWING ALUM F.D. L.M.I. 72 36 78 76.0 76.0 GLASS P02 40.1 53.7 OF --- K 14-0908.08 1 CLIPPED ALUM MULL W/WO STEEL REINF L.M.I. 36 62 1X01/8" 123.0 123.0 ANCHOR/P10 40.1 53.7 OK A 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 74 37 505/8 80.0 80.0 GLASS P06 40.1 53.7 OK B 14-0908.14 3 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 53 1/8 26 4/7 505/8 80.0 80.0 GLASS/P06 40.1 53.7 OK C 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 37 181/2 383/8 80.0 80.0 GLASS/P06 40.1 53.7 OK D 14-0908.14 2 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 37 18 1/2 383/8 80.0 80.0 GLASS/P06 40.1 53.7 OK E 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 911 2 301 2 59 52.0 52.0 GLASS C P07** 4&5 40.1 46.9 OK** F 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 91 301/3 59 52.0 52.0 GLASS C/P07** 4&5 40.1 46.9 OK** G 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW, L.M.I. 60 30 62 65.0 65.0 GLASS B 1`06 40.1 53.7 OK H 14-0908.18 1 4200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 31 31 59 68.0 68.0 GLASS H/PO4 40.1 53.7 OK 1 14-0908.18 1 4200 6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 35 1/2 35 1/2 62 65.5 65.5 GLASS H PO4 40.1 53.7 OK 1 14-0908.18 1 4200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 33 33 62 65.5 65.5 GLASS H PO4 40.1 53.7 OK K 14-0908.18 2 4200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 36 36 62 65.5 65.5 GLASS H PO4 40.1 53.7 OK NOTES: **-USE WEIGHTED AVERAGE TO DETERMINE WIND LOAD:(2/3 ZONE 4+1/3 ZONE 5) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 1235 SW 87th Avenue Miami,FL 33174 T:;05.264.8100 F:605.a62.6078•!wvww.afceng.com ( alfarooq@afceng.com I ••• • • • ••• • • ` MINIMUM DESIGN LOADS Main Wind Force Resisting System—Part 2 h:5 160 ft. Table 27.6-2 Wind Pressures-Roof Enclosed Simple Diaphragm Buildings Application of Roof Pressures 2 4 Gable Roof Wind Wind h 0.5h 01 ° ° ° °°°°°° ° 00 Wind 000 ° ° °°°°° ° ° CHAPTER 27 WIND LOADS ON BUILDINGS-MWFRS(DIRECTIONAL PROCEDURE) Table 27.6-2 MWFRS-Part 2: Wind Loads-Roof MWFRS-Roof Exposure C V=160-200 mph h=15-40 ft. V(MPH) 160 180 200 Load Zone Zone Zone h(ft) Roof Slope Case 1 2 3 4 5 1 2 3 4 5 1 2 . 3 4 5 Flat<2:12(9.46 deg) 1 -54.9 45.1 w9wE -57.0 NA NA -96.3 -85.8 -70.4 2 NA NA 0.0 0.0 0.0 NA NA 0.0 0.0 0.0 NA NA 0.0 0.0 0.0 3:12 (14.0 deg) 1 -60.5 43.5 51.6 -54.9 45.1 -76.5 -52.0 -78.0 -69.5 -57.0 -94.5 54.2 -96.3 -85.8 -70.4 2 8.7 -12.3 0.0 0.0 0.0 11.0 -15.5 0.0 0.0 0.0 13.6 -19.2 0.0 0.0 0.0 4:12 (18.4 deg) 1 -49.7 40.1 -61.6 -54.9 -35.1 52.9 -50.8 -78.0 -69.5 -57.0 -77.7 52.7 -96.3 -85.8 -70.4 2 1 17.2 1 -17.6 0-0 1 0.0 1 0.0 21.8 -223 0.0 0.0 0.0 26.9 27.5 0.0 0.0 0.0 40 5:12 (22.6 deg) 1 -39.9 40.1 -61.6 -54.9 45.1 -50.5 -50.8 -78.0 59.5 -57.0 52.3 -62.7 -96.3 -85.8 -70.4 2 22.9 -19.2 0.0 0.0 0.0 29.0 -24.3 1 0.0 0.0 1 0.0 1 35.8 -30.0 1 0.0 1 0.0 0.0 6:12 (26.6 deg) 1 -32.0 40.1 51.6 -54.9 45.1 40.5 -50.8 -78.0 -69.5 -57.0 -50.0 52.7 i -96.3 -85.8 -70.4 2 25.3 -19.2 0.0 0.0 0.0 32.0 -24.3 0.0 0.0 0.0 39.5 30.0 0.0 1 0.0 0.0 9:12 (36.9 deg) 1 -18.5 40.1 -61.6 -54.9 -45.1 -23.5 -50.8 -78.0 -69.5 -57.0 -29.0 -62.7 -96.3 -85.8 -70.4 2 30.2 -19.2 0.0 0.0 0.0 38.3 -24.3 0.0 0.0 0.0 47.2 -30.0 0.0 0.0 0.0 12:12 (45.0 deg) 1 -10.5 40.1 -61.6 -54.9 45.1 -13.2 -50.8 -78.0 39.5 -57.0 -16.3 32.7 -96.3 -85.8 -70.4 2 30.2 -19.2 0.0 0.0 0.0 38.3 -24.3 0.0 0.0 0.0 47.2 30.0 0.0 0.0 0.0 Flat<2:12(9.46 deg) 1 NA NA -58.0 -51.7 42.4 NA NA -73.4 -65.4 -53.7 NA NA -90.6 -80.8 36.3 2 NA NA 0.0 0.0 0.0 NA I NA 1 0.0 0.0 0.0 NA NA 0.0 0.0 17!0• 3:12 (14.0 deg) 1 56.9 41.0 -58.0 -51.7 42.4 -72.0 49.0 -73.4 -65.4 -53.7 -88.9 .4 • 1SQ -9Q.6 -80.8 bGZ •••••• 2 8.2 -11.5 0.0 0.0 0.0 10.4 -14.6 0.0 0.0 0.0 1 128 -1E. b.0• 0.0 _00- • 4:12 (18.4 deg) 1 46.8 -37.8 -58.0 -51.7 42.4 -59.2 47.8 -73.4 -65.4 -53.7 -73.1 -59.D' -90. -80.8 -6 . • •• 2 16.2 -16.6 0.0 0.0 0.0 20.5 -21.0 0.0 0.0 0.0 25.3 +-215.94 0.0 1m • •••••• 30 5:12 (22.6 deg) 1 -37.5 -37.8 -58.0 -51.7 42.4 47.5 47.8 -73.4 -65.4 -53.7 -58.6 -80.8 -66.7 • •2 21.6 -18.1 0.0 0.0 0.0 27.3 -22.9 0.0 0.0 0.0 33.7 0.0 0.0 ••••••6:12 (26.6 deg) 1 -30.1 -37.8 -58.0 -51.7 42.4 -38.2 47.8 -73.4 -65.4 -53.7 47.1 -80.8 �oG 7 • 2 23.8 -18.1 0.0 0.0 0.0 30.1 -229 0.0 0.0 0.0 37.2 0.0 0.09:12 (36.9 deg) 1 -17.5 -37.8 -58.0 -51.7 42.4 -22.1 47.8 -73.4 55.4 -53.7 -27.3 -80.8 "3 •••••2 28-5 -18.1 0.0 0.0 0.0 36.0 -229 0.0 0.0 0.0 44.5 0.0 • • •••••• 12:12 (45.0 degj 1 -9.8 -37.8 -58.0 -51.7 42.4 712.5 47.8 -73.4 55.4 -53.7 -15.4 -59.0 -90.6 -80.8 56.3 • 2 28.5 -18.1 0.0 0.0 0.0 1 36.0 -22.9 0.0 0.0 0.0 44.5 -25.1 1"1 0.0 0.00 • Flat<2:12(9.46 deg) 1 NA NA -53.3 47.5 -38.9 NA NA 57.4 -60.1 49.3 NA NA -83.6 -74.2 50.8 890066 2 NA NA 00 0.0 0.0 NA NA 0.0 0.0 0.0 NAtjA 0.0 0.0 = • • • 3:12 (14.0 deg) 1 -52.2 -37.6 -53.3 47.5 -38.9 -66.1 45.0 57.4 50.1 49.3 $1.6 -Si.5 X3.0 -74.2 50.8 000400 2 1 7.5 -10.6 0.0 0.0 0.0 9.5 -13.4 0.0 0.0 0.0 11.8 -16.8 0.0• 0.0 .%.o.": • • 4:12 (18.4 deg) 1 43.0 -34.7 -53.3 47.5 -38.9 -54.4 43.9 57.4 -60.1 49.3 57.1 -54.2 $3.2 -74.2 66.8 9 2 14.9 -15.2 0.0 0.0 0.0 18.8 -19.3 0.0 0.0 0.0 23.2 -23.8 0.0 0.0 0.0 20 5:12 (22.6 deg) 1 -34.5 -34.7 -53.3 47.5 -38.9 43.6 43.9 -67.4 50.1 49.3 -53.9 -54.2 -83.2 -74.2 -60.8 2 19.8 46.6 0.0 0.0 0.0 25.1 -21.0 0.0 0.0 0.0 30.9 -25.9 0.0 0.0 0.0 6:12 (26.6 deg) 1 -27.7 -34.7 -53.3 47.5 -38.9 -35.0 43.9 -67.4 •60.1 49.3 43.3 -54.2 83.2 -74.2 -60.8 2 21.9 -16.61 0.0 0.0 1 0.0 1 27.7 -21.0 0.0 0.0 0.0 34.1 -25.9 0.0 1 0.0 0.0 9:12 (36.9 deg) 1 -16.0 -34.7 -53.3 47.5 -38.9 -20.3 43.9 -67.4 50.1 49.3 -25.0 -54.2 -83.2 -74.2 -60.8 2 26.1 -16.61 0.0 0.0 0.0 1 33.1 -21.0 0.0 0.0 0.0 40.8 -25.9 0.0 1 0.0 0.0 12:12 (45.0 deg) 1 -9.0 -34.7 -53.3 47.5 -38.9 -11.4 43.9 57.4 50.1 49.3 -14.1 -54.2 -83.2 -74.2 -60.8 2 26.1 -16.6 0.0 0.0 OA 33.1 -21.0 0.0 0.0 0.0 40.8 -25.9 0.0 0.0 0.0 Flat<2:12(9.46 deg) 1 NA NA -50.1 -44.7 -36.6 NA NA 53.4 -56.6 46.4 NA NA -78.3 -69.8 -57.3 2 0.0 0.0 0.0 0.0 NA NA 0.0 0.0 0.0 3:12 (14.0 deg) 1 9.2 -35.4 -50.1 .7 -36.6 2.2 42.3 -63.4 56.6 46.4 -76.8 52.2 -78.3 59.8 -57.3 2 7.1 10.0 0.0 0.0 0.0 9.0 -126 0.0 0.0 0.0 11.1 -15.6 0.0 0.0 0.0 eg 1 44.7 -36.6 56.6 46.4 53.2 -51.0 -78.3 -69.8 -57.3 2 14.0 -14.3 0.0 0.0 0.0 17.7 -18.1 0.0 0.0 0.0 21.9 -224 0.0 0.0 0.0 15 5:12 (22.6 deg) 1 32.4 -32.6 -50.1 44.7 -36.6 41.1 41.3 63.4 -56.6 46.4 -50.7 -51.0 -78.3 69.8 -57.3 2 18.6 -15.6 0.0 0.0 1 0.0 23.6 -19.71 0.0 1 0.0 0.0 29.1 -24.4 0.0 0.0 0.0 6:12 (26.6 deg) 1 -26.1 -32.6 -50.1 44.7 -36.6 -33.0 41.3 -63.4 -56.6 46.4 40.7 -51.0 -78.3 -69.8 -57.3 2 20.6 -15.6 0.0 0.0 0.0 26.0 -19.7 0.0 0.0 0.0 321 -24.4 0.0 0.0 0.0 9:12 (36.9 deg) 1 -15.1 -32.6 -50.1 44.7 -36.6 -19.1 41.3 -63.4 -56.6 46.4 -23.6 -51.0 -78.3 59.8 i 3 2 24.6 -15-6 0.0 0.0 0.0 31.1 -19.7 0.0 0:0 0.0 38.4 -24.4 0.0 0.0 12:12 (45.0 deg) 1 -8.5 -32.6 -50.1 44.7 -36.6 -10.8 41.3 -63.4 -56.6 46.4 -13.3 -51.0 -78.3 -69.0 3 2 24:6 -15.6 0.0 0.0 0.0 31.1 -19.7 0.0 0.0 0.0 38.4 -24.4 G.0 0.0 00 MIAMI DADE WIND LOAD = 175 MPH - PEAK UPLIFT: ZONE 1: ZONE 2: ZONE 3.- 286 :286 M=.65 PSFI;MPH M= .345 PSF>/MPH M= .665 PSFr'MPH 49.2+M*15 = 58.95 35.4+M�15 = 40.575 11 50.1+M-15 =60.075 I CHAPTER 27 WIND LOADS ON BUILDINGS-MWFRS(DIRECTIONAL PROCEDURE) Main Wind Force Resisting System-Part 2 h :5 160 ft. Table 27.6-2 1 Wind Pressures-Roof Application of Roof Pressures Enclosed Simple Diaphragm Buildings Notes to Roof Pressure Table 27.6-2: 1. From table for Exposure C,V,h and roof slope,determine roof pressure ph for each roof zone shown in the figures for the applicable roof form.For other exposures B or D,multiply pressures from table by appropriate exposure adjustment factor as determined from figure below. 2. Where two load cases are shown,both load cases shall be investigated.Load case 2 is required to investigate maximum overturning on the building from roof pressures shown. 3. Apply along-wind net wall pressures to the projected area of the building walls in the direction of the wind and apply exterior side wall pressures to the projected area of the building walls normal to the direction of the wind acting outward,simultaneously with the roof pressures from Table 27.6-2. 4. Where a value of zero is shown in the tables for the flat roof case,it is provided for the purpose of interDolati2n. 5. Interpolation between V,h and roof slope is permittedsee. .. . .. . 00 Roof Pressures-MWFRS "•••• j Exposure Adjustment Factorso .••'•. • ... .. 160 :T- - - .,. _ --- --- r -- - --- -r--- ' 150 I �. ._ .1 -. .. _ __..._.. . .. .., -... _ I i •1•.••••. . ••• •• •••••• -'- - - Exposure Adjustment Factor - t •• .. .. • ..•..• 140 j h(ft.) Exp B Exp D 1 - •• 160 0.809 1.113 __• • --- 130 120 -�- �! ••• �• •••••• 150 0.805 1.116 • �-- - ! 140 0.801 1.118 •. �••••� t 10 - ___E�osure B -_ .. Exposui'eb. • •• 130 0.796 1.121 -- • • r 100 120 0.792 1.125 90 110 0.786 1.128 - .0 { 100 0.781 1.132 - 01 80 90 0.775 1.137 C 70 f -- -'=-- 80 0.768 1.141 a 0.760 1.147 m' 60 -- _ - j - so 60 0.751 1.154 G , 50 0.741 1.161 -- ao - i 40 0.729 1.171 - -- 30 - --. 30 0.713 1.183 20 :_._ 20 0.692 .- .. 1.201 - -- -� - T- 15 0.677 1.214 10 i 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.05 1.10 1.15 1.20 1.25 Exposure Adjustment Factor JUN 20 282 C"f AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. AVE TEL. (305) 264- ALEJANDRO LEAL LEAL RESIDENCE MIAMI, FLORIDA 33174 FAX. (305) 262-669977 06-17-15 F C.M. AFC15-0779 EL1 � O A N O BEDROOM STUDY \ CMU WALL TO BE PARTIALLY DEMOLISHED E OUT 5 Ell A - / LIVING ROOM O BATHROOM C 4'-102" LOADING 0000. GOSE OUT TRIBUTARY AREA •• ' 0000.. 00 . 00.00 0000.. 0000 52�:.... • 0 .00. . 0000 7n 0 0: 0.101, Roots 00 .:..0 49-O8 ROOF SPAN • 0000 .. 6060. GUEST aEDRooM .' • .00.10 XISTING TIE BEAM ABOVE . . 0 '.• O O KITCHEN '• • 0 • • o 0... 11 BEDROOM Q�• 0 O O O 2 PLAN VIEW L1 SCALE:1/6"=V-0" DEAD LOAD CHECK RE-DISTRIBUTION: ROOF LOAD: DEAD LOAD=30 PSF: 750 LBS/FT=62.5 LBS/IN UPLIFT LOAD:=60.07 PSF=1500 LBS/FT=125 LBS/IN(CONSERVATIVE) rFngr OSCAR Y FFR,DNT CI L FLA Py# ?462 C.A 35 i I AL-FAROOQ CORPORATION CLIENT: PROJECT: 1 ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. AVE TEL. (305) 264-6ALEJANDRO LEAL LEAL RESIDENCE MIAMI, FLORIDA 33174 FAX. (305) 262-69977 06-17-15 BY: -C-._MQ AFC15-0779 EXISTING ROOF BY OTHERS a EXISTING CONCRETE HEADER 1/4"X 6"X 36" a STEEL PLATE 1/4"X 6"X 36" STEEL PLATE a 3/8"0 THRUBOLTS SAE GRADE 2 OR APPROVED EQUIVALENT AS PER a ELEVATION •••• •••••• •• • •••••• • •••• •••••• • • • • Q • • ••••• ••• ••••o • • • • • o • • • ' • • • • • •••••• Q •• • zrGROUT FILL THE FIRST(2) CMU CELLS WITH 3000 PSI NON SHRINK GROUT OR APPROVED EQUIVALENT I 'ADETAILS D 1 SCALE:6"=1'-0" DEAD LOAD CHECK RE-DISTRIBUTION: �Engr: OSCAR Y () FFI�NT W=125 LBS/IN ( je , L L=36",6-2=42" I FLA. 7 462 C.AM=WL^2/8=27,562.5 LBS-IN Fy=36 KSI Fb=Fy(.6)=21.6 KSI Sx MIN=1.276 IN^3 (2)1/4"X 6"FLAT BAR:Sx=1.497'2=2.994 IN^3 OK TO USE TO CARRY 111 LOAD FROM OPENIGN TO NEW POURED CELLS DEAD LOAD @ ENDS:(42"/2)"62.5=1500 LBS 3000 PSI MIN CONCRETE FILLED CELLS STRUCTURALLY ADEQUATE TO ' WITHSTAND THE SUPERIMPOSED TRANSFERED DEAD LOAD. AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. AVE TEL. (305) 264-8100ALEJANDRO LEAL LEAL RESIDENCE MIAMI, FLORIDA 33174 FAX. (305) 262-69977 06-17-15 BY: C.M. AFC15-0779 Y ---------------- REGIONS ---------------- Area: 1.3125 Perimeter: 11.5000 Bounding box: X: -0.1250 -- 0.1250 Y: -3.0000 -- 3.0000 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 4.4912 Y: 0.0068 Product of inertia: XY: 0.0000 Radii of gyration: X: 1.8498 Y: 0.0722 Principal moments and X-Y directions about centroid: I: 4.4912 along [1.0000 0.0000] •••• J: 0.0068 along [0.0000 1.0000] •••• •••••. Sx =lx/y_max= 1.497 INA3 0.00%• 00!!00 0• , 0!00!0 • • • 0000 99.00• 0000 0 • 000• •!•••• • ! •• ! 0 *00000 • • • • •000• • !00!00 • • • 0 ! 0000•• • •0900• • 0 • g 8 SECTION PROPERTIES Ei.yr: OSC r souFt ReNT SCALE:1'-0"=1'-0" IVIL FLA r# 72462 A N.`3538 1 jLJN 1 AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. AVE TEL. (305) 26 - ALEJANDRO LEAL LEAL RESIDENCE MIAMI, FLORIDA 33174 FAX. (305) 2622-669977 06-17-15 BY: C.M. AFC 15-0779 CMU BLOCK AT CEILING: OK BY INSPECTION EXISTING HEADER WALL STRUCTURE #5 DOWELS MIN.4-1/4"EMBED.INTO CONCRETE WITH EPDXY EVERY 3RD CELL& AT CELLS NEXT TO STEEL COLUMN • • •••• •••••• • (6X ••••i• • • • KQ •••••• •••• • • #5 STEEL TIES TO HAVE • • ••••�• • �^ 30"OVERLAP MIN •••• • ••••• >; •••••• • • LLI •• •• •• • •••••• • • • • • Z �' •• • 0 Of w I- x w 3000 PSI NON-SHRINK GROUT AT CELLS WITH DOWELS OR APPROVED EQUIVALENT #5 DOWELS MIN.4-1/4"EMBED.INTO CONCRETE WITH EPDXY EVERY 3RD CELL& AT CELLS NEXT TO STEEL COLUMN rEi.gr: OSCAR Y �vw IV 3�MIN. EXISTING KNEE WALL FLA PCE j 52 STRUCTURE I C.A. 353 Ll 1' B DETAILS D 1 N.T.S. f M AM MIAMI-DADE COUNTY,FLORIDA om PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31S2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Lawson Industries,Inc. 8501 NW 90"Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately 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 a: '° ,:.. r. A ` APPROVAL DOCUMENT: Drawing No. FD-2003, titled O"La Porte-Impact French Out-Swing oor", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. •••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 000900• ••• •• •'• LABELING: Each unit shall bear a permanent label with the manufacturer's nawe.Gre logo,•oity, ;tate, •••• • series, and following statement: "Miami-Dade County Product Control Approved"i 44ow otherwise noted ;• •.; herein. •••• ' RENEWAL of this NOA shall be considered after a renewal application has been flea and there,haj been ••; no change in the applicable building code negatively affecting the performance of th's�r •ct. is. P y... TERMINATION of this NOA will occur after the expiration date or if there has boil#*"vision or change.f •. in the materials use and/or manufacture of the product or process.Misuse of this NOA ass an e P P dd4t'S$D�ent of any product, for sales,advertising or any other purposes shall automatically ternonaVtbis NOA. Failure :•••• to comply with any section of this NOA shall be cause for termination and removal oMOA. .• :•: • ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.07 CMIAM1 WADECOUNTY yExpiration Date: June 05,2018 Approval Date: May 07,2015 3.�� Page 1 L Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09--2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) •••• 3. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 ...... 2) Uniform Static Air Pressure Test,per FBC,T4Z202-94 •••• • 3) Water Resistance Test,per FBC, TAS 202-9�4•..• .. .. . ...... 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS'202-94 ••• along with marked—up drawings and installation diagram of-Wi6num 0OtitSwing French door, prepared by Hurricane Engineering & Testing, Ino tgSt Reports No.'s ••:•• HETI-04-1897, HETI-04-1896 A, HET144-1896 B and H&TI•04-13'/";issued ••••;• on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Drvz-jetta,P. E. '. (Submitted under NDA No. 04-0607.04) �•�• 4. Test reports on: 1)Tensile Test,per FBC, ASTM E-8 : •0• 0 •••••• along with marked up drawings and installation diagram of aluminum 'Umf ging • French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz--Seda,P. E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET142-1253, HETI42-1726, HETI-02-1728, HETI42-1736, HET142-1742, HET142-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 9999 1. Miami—Dade Department of Regulatory and Economic Resources (UR). • • 9999 9999.. .. 9999 • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America;)Enc. for their :9006: "Kuraray PVB Glass Interlayer",expiring on 12/11/16. :...:. ' 9999. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America;)Inc.for tivir 6..6.. "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 0 9999.. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Gompany(MA) • for their"Saflex CP—Saflex and Saflex HP Composite Glass Interl;yers PET Core"dated 06/19/14, expiring on 12/11/18. . . • 9999. .. 6 ... • F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5'h Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. . Product Control Section Supervisor NOA No. I4-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda,P. E. (Submitted under NOA No. 1-1-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted tinder NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI49-2624 and HETI-09 2646, issued by Hurricane Engineering & Testing, Inc.,dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0-128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI44-1897, HETI44-1896A, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI42—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI42-1736, HETI-02-1742, HETI-02-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Ines F91•their,•.•.. Series "La Porte 8'-0" Outswing Aluminum French Doors �yhL�.", appr"Wd on 06/06/13 and expiring on 06/05/18. 0000.. On"* . 0000.. • 00.00. • 0000.. 0000 0 9.9... 0000 . 0000. .999.. .9 9 9,99. . 9 . . 9 0000 .. . 900.09 0 • . . . . 0 ,..... 0000 . 000 9 . .0990. 00 0 Jaime A Gascon,Y.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approvai Date: May 07,2015 E-3 IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIALS 145 1/2'Max Unit Width ITNM/ DRW'0 0 PART j REQD. DESCRIPTION ROIARE9 Sldellte s�`manor.p-inz Swing Panel VWth ee a1D Pan•1 Width i I L-901 U[-098 t FRAME HEAD 6063-T6 ALUMINUM ( 33 13/16' ronx. ) A ( 35 3/16' riax. 2 L-902 LII-097 l FRAME SILL 6063-T6 ALUMINUM �. 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' S' BSB• 4 L-901 LII-096 2 S10ELITE JAMB ADAPTER 6063-TS ALUMINUM b 5 L-906 LIL-092 2 x pone( PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINUM hl■{ N10 SEE ALTERNATE BOLT_", ZS' 6 L-907 1.II-091 1 x panel HINGE STILE 6063-T6 ALUMINUM3 ;6A7 SMELT/ \ Max, DLD Width 7 L-905 LII-094 I x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 1.11-095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-O85 AS REO'D. 1/4 ROUND ALUM.BEAD-7/16' 6063-T5 ALUMINUM C2 10 L-912 LII-087 AS REO'D 1/4 ROUND ALM.BEAD-3/8' 6063-TS ALUMINUM It FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM S nl=_ //•' / j��/ j��/ \ //' r 12 VWS-001 TP 3286 AS REWIL Bulb Vinyl Wts'p,-Tenn Plastics,Inc See Material Composition at Sheet 6 rN r rn _T ti tt 13 PWS-001 ■ AS REGD. WTS'P.E TOP/BOTT.RAILS Schlegel FS-,187's.X.210'hc , �q� m, Active Inactive W= ,; 14 PVS-002 s AS REOR VTS'P,B FRAME HEAD N JAMB Schlegel PB-,187'w,X 330'h, c o = -�,j 15 L-910 LII-089 2 x Panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM to= % 1p 2A 21 p a•ed/nolt m C, 1`d 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM j 3 a=L Sidelite o 17 FD-631 LIH-086 AS REIM GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT CB TOP 6 BOTTOM OF LOCK STILE) 0 /w t9 FD-621-2 FIC-024/025 1 SET DOOR LOCK/DEAD BOLT SET KWIKSET-Series 690T COMBO a lock 20 FD-621-2 MC-024/025 1 SET DOOR LOCK/DEAD BOLT SET SCHLAGE-Series FB350 COMBO S \ Sidelite 21 FD-621-2 HC-024/025 I SET DOOR LOCK /DEAD BOLT SET DEFIANT-Series 631 COMBO g;N 22 ■ FS-035 AS REWD. Frame Install.Screw-Head (See Notes at sheet 4 of 6) �� AT TESHELT REO'D, ). 3 23 ■ FS-035 AS REO' Frame InstoU.Screw-Jamb/SRl (See Notes at sheet 4 of 6) ---- ---- _ __-- -____-- 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 112 X 3/4'PK-PHI. a I 25 is FS-012 AS REWD, JAMB ADAPTER SCREW MIO%3/4'PN.-PHI. °7 8' 5- 26 FD-634 1.11-171 AS REO'D. 1/4 ROUND ALUM,BEAD-11/16' 6063-T5 ALUMINUM 6' 6' 6' 6' 6' _ 27 ■ FS-043 8 GLAZING ADAPT.ATTACH,SCREW NB X 1 1/4'FK-PHI. ANCHOR NOTES: 5 3/4 1n3ox�o.c. 1/ 1/4 3/4 I2 3/1' 4 /2 4 1/2' 14 1/8'- 28 • FS-049 2/Pant Double RaR Assembly Screw 3/8'x2 1/4'Hex Screw 6 Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR <at sldellte) < oc o ac °L cnox o ANCHOR O.C. MA%. SPACING ANO LOCATIONS. 29 ■ ■ AS REO'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 aC�va pant) InocilvW paneU HS11'E: 2. SEE SHEET 4 OF 6 FOR INSTALLATION Sema anohor spaoing UR 30 • AS REO'D. NEUTRAL CE SILICONE Dow Corning 899 FASTENERS TYPES. XXO" EXTERIOR ELEVATION ■t fr—a heed&will 31 ■ AS REO'D. NEUTRAL CURE SILICONE Trento S-500 3. SAME ANCHOR SPACING O FRAME HEAD & SILL, 32 ■ AS REO'D, Laninot.d Glass we P8.5 Dupont-Sentry Glass Plus NOTES 33 ■ ■ AS REO'D, Laminated Glass see P 5 D 1 UALIFIES SINGLE &MULTIPLE PANELS SEE ELEVATIONS). NOTES: D� Dupont-PVB )• Q ( ) 34 a ■ AS REO'D. L-Anated Gloss see Pg.5 Saflex-PVB 2). QUALWIES UMTS WITH AND WITHOUT SIDELITES 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION, 9, MAX. FRAME SIZE 145 11X 86 3/4%. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 35 ■ HC-002 2/Pone1 PANEL ASSY ALUM,PLATE 1 1/2'x 2'x 1/6'(6063-T5 ALUM.) 4. EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FBC 2014 CODE. 36 a HC-004 2/Panel P—A Ass'y Fall Lerght Rod 3/8'Na.-200 Rod,Plate,Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 8 ININGE ATTACHMENT SCREW RIO X 3/4'P.H./PHI, 8). MAX. DAYLITE OPENING WIDTH = 26" TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. 36 a FS-044 12 SIDELITE ATTACHMENT SCREW 110 X 1'PH/PHIL.-<17'OC Max.) 7)• Id". DAYLITE OPENING HEIGHT 83 1/8" 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET laf8 FOR MAX. ANCHOR SPACING DRAWING DETAILS,ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PP050BG14 6/Jamb 1/2'Dia.Hole Plug-Nylon 6-6 MICROPLASTICS-Rockwell M-79 8).ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP087BGII 2/PoneL 7/8'da.Hde Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES O SHEET 4 OF 6 FOR INTALLATK)N FASTENERS TYPE. 41 ■ HC-010 BOLT FLUSH BOLT Sit(Plug-Nylon 6-6 SUMCOPLA oc Inc.RMwell 6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS N-79 m aamplyinE with the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 1.11-08686 ASS REG-D. 1/2 RIX1N0 FALSE ALUM,MUNTIN 6063-T3 ALUMINUM Building Coda •O LIMITATIONS: 43 ■ w AS REWD, INT FALSE APPLIED MUNTIN 1.25'X,022' STOCK ALUMINUM AccepMoN twI). MAX. DP tB6 PSF W/ (4) Surface Bolts& Glass Types A. B, C & D. 44 L-915 F➢-623 AS REWD. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM-4'long °1a :Ap (SEE LOCATION DETAILS O SHEET 3 OF 6) 45 L-916 LII-117 AS REO'D. FRAME LOW SILL-OPTIONAL 6063-T5 ALUMINUM Dy 2). MAX. DP - 376 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FD-635 LIC-050 l 7V0-POINT FLUSHBOLT LOCK OPTIONAL (FOR*/-76.0 psf DP) 0 3 d ud Control 3). MAX. DP d:7fi PSF W/ Flat Sill & must be used where water infiltration is 47 FO-626 FD-626-1 2/Pone( FLUSH BOLT GUIDE ALUM,ANGLE I /'x 'x 8'&tum.0663-TA II IM IR not required or opening is protected by overhang ratio greater than one. !a 4), MAX, DP t86 PSF W/Multi-Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/Pant 2-Point Lock Bolt Guide ANGLE �'x 3'x 1 1/•'x!'8'111w+l60 -T • /,i� Revision Notes: T � T T 49 ■ ■ AS REO'D, Joint Sealant-White Colored °Purvis Co' up t �• • 'IJ3`'••U 4 L 1\e// • • is Revised to comply,w FBC2004-11/01/05 8501 NW 90th St. 50 FD-638 LIC- 1 SET LOCK ACTIVE HANDLE 4 TRIMSET ASHtdND 1V5&IA•4 • • • • ••• O 5225 : Red.ed to comply w/FBC2007 k added MEDLEY, FLORIDA 33166 51 FD-637 HC- I SET MULTI-POINT LOCK ACTIVE w9NILAND� 0-ST '•*Z Insulated glass 01/26/10 N R (305) 696-8660 * = Ashland Mull-Feist Look 01/27/11 MANUFACTURER OP QUALITY ALUYINUY WINDOWS AND CLASS DOORS 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE i TRIMSE7 ASHLAND 1V5201A-P :(Z' AshlaRevised to oom 1 w 2010 FBC 53 FD-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND 1V5110-STPAS4 "•p D 7 / wr,r cta•: Fat A'Wu I`d casaw, S•r4r/Y•4•a rrax sA••a '4.r•" Revised to complyw 2014 FBC NOA APPROVAL IWAC7 FRENCH d OR 1 or s 54 FO-641 HC- 2 x panel Multi-pont Lock Bolt GWkk NYL - Rockwell stay�� e TE F ,.(4� Rµr4Dat•cw«►.A 55 . FS- 4/Guide Bolt Guide Attachnent Fastener x 142'P.H./PIA., • • • P' �' Nelson Era:a 0'/1 0 16 "La Porte" Impact" French Out—Swing Door 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter • NYLON RIIMTE •• S �� sm~" Nelson Erezo 01/ /12 57 FO-643 HC- 1 x Loch Lock Bottom Mount Adapter LON/DOTER • • •• • 7tQ�If'/1`� , awn A-1 A1.6- D,a•6,D R,.4- 1" "-1' aA4TE •' a.t.s. FO-2003 G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 77,777, � . HO 7/8'Hax Link VWth a 74 1/2,'Nax lA+lt VWth �, N• +� §` �". 1tq EE AL NA 38 7/8'Mx Swln9 �OPIq LT RNATE T T rk Sldellte 'T ,°4 „�P 4STEAT 5"E T UNt!2h Panel VWth 3 of 8 PITT VWth (.35 3/16" roo.x.- < 33 13/16' nox.� A j t"4`.y} , -or t e 1 S Nox.�2D10 Idt Nox. DL Vldt I- ' C D II ( II 2 C 4 II � a x II II �a �q i1 Eo A� e A m E AC�.lvll a e �dl) AL L (A A,>' q Al I' II I a� a � ,. + ,2• T Y(C`t, tl B t __ _ __ PPUCAEiLE ]o� T- E8pLEAEf T ;5• y d'i":", f^. .. SEE TSERAT TE BOLT T "OXO" ELEVATION4t , ., .jSHEET a d �) "OX" ELEVATION _- �-�' "0" ELEVATION 1451/2'"ax Unit VWtn �CONFIGURATIONS SEE ALTERNATE BOLT R ryu{ P° OPTIONS AT SHEET � Sidell4e 3 el a wing P°nal vldth 1S3=VWth "LaPorte IMPACT FRENCH OUTSRING DOOR-DESIGN LOAD CHART < 33 13/16' nox. ) A < 35 3/16 nox. 1 ' 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PANEL RmTH/Hlaae7 INUYBBIt DP PAM WIDTH DP(PSF ) .VIEWED FROM THE EXTERIOR SIDE. ACTUAL of aLA99 TYPE ACTUAL 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE (INS) ANCHORS'A" k"E" (INCHES) L^ AND ARE AVARABLE AS OPTIONAL. wwm•IRKIOEM, /IAMB +/-(PSP) pWTR. Y 3. PANE`$ARE AVAIrLE WITH SINGLE BOTTOM RAIL Nox,ADL Nd4 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 +86.0 11 3/16' ±76.0 ±76.0 ±76.0 _ 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 16 1/4' S +86.0 17 3/16' +76.0 ±76.0 +76.0 u o I II II \ II © 22 1/4'. 77' 5 +86.0 23 3/16' +76.0 +76.0 +76.0 -y C D / E D 28 1/4' X(5) 5 186.0 29 3/16' +76.0 +76.0 _+76.0 30 1/4' 5 186.0 31 3/16' 376.0 276.0 376.0 o � � (I II �}, 34 1/4' 5 +86.0 35 3/16' +768 +76.0 x +76.0 Gi x� 10 1/4 6 +86.0 11 3/16' +768 +76.0 ±76.0 sµ alive g� PRODUCT REVISED es°omplyingmtb dw Florida 16 1.9 6 +860 17 3/16' +76.0 ±760 +760 II n � v/ Active II Building= No ( O�•O 22 1/1 93 6 ±86.0 23 3/16' ±76.0 ±76.0 ±760 Er + Z�I� 28 1/4 }••' 6 +86.0 29 3/16' +760 ±760 +76.0 30 1/1 6 ±86.0 31 3/16' +76.0 +760 +76.0 IIMI ProduWOoDlml 311/1' 6 1 186.0 TJ .. NO 7,17�'' .fa'. II •OPERABLE PANEL WMT MEET APPLICABLE R ER RUaDINC CODE. zr •• B T 0 0 •U PARENTHESIS INOIGITES OF ANCHORS AT FRAME JAMB. PRO AE/ _ INBER _ • • __ __ • ,,�0•r". F OImo' Revision d t Notes: T TqT,�--�J® -�e �r • • a�A.'I' �, SLc''',s .� Revised to comply w/PBC2004-11/01/05 L r,/Y/ ►�I 1\\0'// 8501 NW 90th St. SEE ALIERN4 BOLT •• • • • ••• 5225 Revised to comply w/PHC2007 k added MEDLEY, FLORIDA 33166 OPTIONSS AT SHEET •L'• Insulated Olass 01/22/10 I (305) 696-8660 Ashland Mult-Potnl Took 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND OIISS DOORS "OXXO" ELEVATION * Revised to oomply w/2010 PBC Dw ct..w Po Prod at.sa.p s.N../Me4L X114 • F �� Revised to comply w 2014►BC NOA APPROVAL WPACT FRENCH DOOR 2 OF d ANCHOR NOTES, • ••• • ••• • • 1. SEE ELEVATION AT SHEEP 1 OF.•8 TtR • • • • • • • • �% pQ'�'N �'" Nelson Erato olele l6 "LaPorte" Impact" French Out-Swing Door ANCHOHR O.C. MAX. SPACING AND TIOIS. • • • • • • • S• O \ \!�r n.ewn q„ Det.D. - 2. FASTENERS T4YPOF.8 FOR INST.LA:N •• • ••• :• • •• • • ,.ef �r�)�t q�YMLtia Nelson Ermo 01/20/12 • • • ••• • •ES DATE 5 1U�5 Dom`n.t.e, All-x..ea... D.ewLxs m.d.., FD-2003 Aw4.Len e..wA G ••• • • • • ••• • 5/16'TAPCDN W/ 1 1/2'MIN E1,13 5/16'TAPCDN W/ (SEE NOTES BELOV FOR SPACING) 1 112'MIN EMBED. 2 x(P.TJ WOOD BUCK INTERIOR SIDE I x<P.T)WOOD BUCK SEE ELEVATION.AT 1/4'MAX,SHIM TYP, (SEE NOTE 3.SHEET 1) SHEET I OF 6 FOR SPACING 3 4 3 LOCK STILE 3 4 3 YT JAMB MULLION 19 20 21 15 16 MULLION JAMB 38 617 38 6 Active 46 27 12 7 7 Inactive 6 12 6 17 6 38 I 33 Sldellte 39 36 17 Sldellte 12 23 1 1/4'MIN EDGEID 7YP ] mum 7r.. DLO Width Ninlri t ■ ' 14 18 Edge Distance Panel Width t1 27 17 12 9 10 14 9 10 14 I EMBED. O O OEXTER[OR SIDE 1 t O C2 MAX 4SHI MIN EMBED. C TYP UNITWIDTH —'— —- --- MIN EMBED (TYPJ 1B 48 ANCHOR NOTES: Active _-R 9mR DPISRIOR BIDS 1. SEE ELEVATION AT SHEET I OF 6 FOR Inactive Active Inactive IB I H 18 ANCHOR E O.C. MAX. SPACING AND LOCATIONS. ♦ ( R I%/ /�� 2' FASTENERS T(PE5,6 FOR INSTALLATION I } { } { E i/ E3 \ SXT�iI°R Bme I Active Inactive 5 1 7 E3 �_� E4 �oJ IB LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO LOCK 81 4 2 3 OPTIONAL HOLT ® TOP RAIL gXTRR10R SIDE D(TRR10R SIDE & FLUSH BOLT 5 6' Active Inactive tvo-pdnt IN D GL s3 °C « i. 32 33 34 ® 40 7/16fe 1 ! B 3 12 V2 S1U 17 J (') OPTIONAL SILL Helghtl i I :,',yj"�i rr1 PLL MIN EMBED. INTO 28 INTERIOR SIDE to 3500 PSI CONC, (TYP.) EXTERIOR SIDE fB TAPCON OPTIONAL BOLT B BOTTOM RAIL 1 1/4• 11 112'HIM°EMBED. W/ <SEE DETAIL E3 FOR MOUNTING LOCATION) (MRI.EDGE DIST.) 23 5 36 2 TWO—POINT MULTI—POINT FLUSH BOLT & (•) FLAT SILL NOTE: MAX.DP-.111 PSF ..DP-f88 PSF TWO-POINT LOCK LIMITATIONS: DOORS L SIDELITES WITH THIS SILL TO BE 95 1/4'MAX.FRAME HEIGHT. 13 12 OPTIONAL LOCK DETAILS 1). MAX. OP t66 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO+/-76.0 psF DESIGN l0A➢AND L Surface Bolts & Glass Types A, B. & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 THOMASJ.S 2). MAX. DP ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2' PROF693 COV6RR Lock (active)+(2) Surface Bolts O Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL • ••011l• • • • • •• 1 WHERE THE DOOR IS LOCATED. SILL • rq-;.HMgYi • • • • • • •• • • • • • •• )• �,. Revision Notes: T WS o A T r •• • • N G ✓JRevised fa oom 1 L 1\ell"• • • • • • • • � •.S .• P 7 w/PBC2006-li at 06 8501 NW 90th St. �I}'MINOOMI d"U9 •• • • - • p 55225 , Revised to comply w/FBC2007 k added MEDLEY, FLORIDA 33166 3500 PS[CONC.(TYPJ fa■ultd GWs Ol/E2/t0 D S (305) 696-8660 Ashland MWt-Point Lock 01/27/11 MANDFICWMA OF QUALIFY ALUMINUM 17NDOWS A"CUSS BOONS 5/16'ELCD TAPCDN W/ PRODUCT REVISED ;(,;- Rev1■ed to comply w/2010 FBC ae.r'1w« r..r cIe«, nea a.N 1 1/4• 1 l2•MIN EMBED. .,� farW fRENCHe DO lMn JA•.e BuD 1nDIYNB wiU116a Flaride pTE OF ;';" Reel■ed to oom 1 w 2014 PBC NOA APPROVAL IMPACT FRENCH DOOR 3 ai 6 (MN.EDGE DIST.) <9!E SNE•Tal4BF 6 �t �; sat�OCATfi AN SPAF,N�) o a �` .O' ', V .,.. R«4d fx. Nelson Brafa 01/5715 "La Porte" Impact" French Out-Savin Door B2 OPTIONAL - DOUBLE a%0'�N • • • • • • /FS' �p� '' M NeLon 111 f p1/0/12 H_ATL DETAIL• ••• • •• 14oduc nrol • ,f�flMflb+�'t l J..+ N 4f • xe. , n.D.C.. 11 °riM°(e°NveA•« F1-2003 fpm L«eL 0 ••• • • • • ••• • • • • ••• A, • ••• • • • • •• •• t S/16' TAPCON W/ 1 1/2'MIN EMBED. SEE ELEVATION AT SHEET l OF 6 FOR SPACING INTERIOR SIDE 3 .' LOCK STILE r � 7 Active t ! t '(EDGE DISl.) TYP. 12 K EGBED.) �II G2 2 d TYP, L EXTERIOR SIDE 50 51 INTERIOR S. 3/16' TAPCON V/ 3/16'TAPCON W/ •ty, LOCK STILE 3 4 56 57 1 1/2'MIN EMBED. ( EMBED. �(SEE NOTES FOR SPACI FOR SPACING 19 20 21 MULLION INTERIOR SIDE Active 7 11� zzx P.T.WD. I 1 x(P.T.)VOOD HUCK 40 LOCK STILE MIN.EMBED NNOOTE 3 EAT (SEE NOTE 3, SHEET 1) 29 30 31 7 38 12 6 TYP " SHEET(> y I t I III L, �y'' I . Active Sldellte 1 1/4'MAX. SHIM TYP. 17 G3 H3 HEAD 44 SHIM TYP. ,,'�I, EXTERIOR BIDE j O13 22 9 10 INSTALLATION FASTENERS NOTES: i 14 ';,yh#i 12 14 '1X BUCK'MINIMUM REQUIRED FASTENER •TH BX1'BRIOR SIDE HEAD: 5/t6" X 3 1/2" Long TAPCON(�)) 5 Screr O JAMB: 5/16" X 2 3/4" Long TAPCON(•) ch side of Jonbs, MULLIONS: 5/16" X 2 1/4' Long TAPCON(-) 27 18 sldellte ) (•) T PCON HY "E c0 ULTRACONm 29 30 31 ;t.„y 50 51 '2X SUCK'MINIMUM REQUIRED FASTENER NTH r = = U INTERIOR 9IDE 52 53 HEAD: 5/16” X 3"Long TAPCON(4) ~ = 9 10 LAM AT GLASS arida JAMB: 5/16" X 2 1/4 Lang TAPCON(') L W = 32 33 34 = O LOCK STILE MULLIONS: 5/16' X 2 1/4" Long TAPCONIN _ = M ,^,�Sa O 56 57 (el TA_PCON BY"ELCO ULTRACON" r Li 42 z ¢ W./.�J• Active 7 7 Inactive AT SILL: x/16'TAPCON w/ 1 1/2" MIN. EMBED. Li 4J j ID a " INTO 7500 PSI CONC. MIN a. INTERIOR SIDE tConvol n ; lOTE, ALL FASTENERS W1 1 1/2"MIN EMBEDMENT 17 y' 1 1/4'MIN EDGE DISTANCE do 1/4"MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy®155ksi EXTERIOR SIDE t^' 17 ANCHOR ULTIMATE STRENGTH Fu-177ksl e EXTERIOR SIDE E2 12 5 4 THOMAS J. a ALL TAPCON LENGTHS"V(SBE ELEVATION AT SHEET 1 SPECIFIED,AE POPS •• ••• PR BN NUMBER 13 12 • • f ANCHOR MAX.SPACING AND LOCATIONS ) • • • ��. O/.�i� Revision Notes: T 7' O 23 • � ;b �N g � F••OS� Revised to comply w/FBC2004-11/01/05 S TIL �' o 7�� L I"I' 8501 NW 90th St. Revised to comply w/FBC9007 k added MEDLEY, FLORIDA 33166 •2*t• • Insulated Glass 01 22 SILL (-�� Height o 55225 nsuaea ••;•*'„ / /!0 N !S I (305) 696-8660 * Ashland Mutt-Point Look 01/27/11 MANUPACYURWA OP GUILTY ALUMINUM WINDOWS AND OLSS DOORS Beetled to comply w/2010 PBC 0...sr.": ret cWu Pr,e G`rye.y, s..6A/N.eW Iwn" sA.w •• a ,..� :iO;: Revised to complyw 2014 PBC NOA APPROVAL IMPACT fRENCM DOOR 4 Of d I }'VfN EMIiES• •. TE OF •[J: R.w.a ~Jr; TP •,•.: O!� �." Nelson Braga Ol e%ie "La Porte" Impact" French Out—Swing Door • 3/16';LED TAPC•N,*' , O R 1, �� srw.e qx DW pw,n• t 1/4' •?1/2'•AtIN E•BEO. • •a ��(, b� Nelson Brass Ol 20 12 (MIN.EDGE OIS'T.) AEE SNE•1 OF 6.OR MA ^ A'Ily v"6' Y� .tr,.r./ / R�/wwu,Nunew: Dw6w NUIMm RwAwn.L.w6 O ATE---- a.ts. FD-2003 I ••• • • • • ••• • • • • • • • • • • • ••• • • • •• •• -.....•.......... YIKLITE ATTACHMENT YnnLE(BIOVE [I.ERIOR 1e 1/4 wRAVY..0 \ ___._ I'm INTERIOR SIDE GLAZING TYPE & DESCRIPTIONS ..,HEAD ,,,.._... .Ie x 1•PMRHIL 1,-- .UT.Y SCRIN's.Y. � eLci t7 Glazing Adapter .468" 0 A Laminated Glass b Du oat - Glass T e A" .12 x vv PxmOL I-S/e•1Glezing Depth WEATHERSTRIP FATE UP -- Z9 JO 3I SNioone I milD68CRIP170N D61'AIL 32 Caulking 1 3/16'Amealed — .\> E ,090'DuPont SGP Interiner 3 3/16'Amenled a466•� -- ` L minatedGlass 2 .940" 0 A Laminated Glass by Dupont - Glass TvDs "B" Stu __ ._ by Dupont or Solutla Mm D{9CB�FION DaT1D. 33 INIERIOR SIDE"Es' Type. A•, "B"or'C' 1 1/8'Mnealed SIDELITE/JAMB ATTACHMENT DETAIL (SEE TABLE V/CORREVONDI 2 D90'DuPont PVH Interlayer FRAME ASSEMBLY DETAIL GLAZING TYPE L DESCRIPTI 1/4 Round \(.�'AGIf'SOE) AGES.MILE\ 32 33 4 Beed 9 10 3 1/B'ArNReoletl naw' .DVN n EXTERIOR SIDE .940 0 A Laminated Glass by SOIuUa - Glass Type C o SILL SEALANT DETAIL GLAZING DETAIL #1 rres DBacRIPTION D__ 34 +nTE- 1EADER To.E SEH[°SIMILAR m SILL 1 1/B'Heat-Strengthened Gloss /HINGE S.ILC 2 090'Sa.ex PVB Interloyer — LIFT O'F3 1/8'He TMDEA at-St...othened Glas az4r ANO REInVE, TNAL.L I11Ra° INTERIOR SIDE MIME Art 10 Glazing Adapter Glsaln Silo... GLAZING TYPE & DESCRIPTIONS DEPTH LW 'Y'Y.01 6 t8'Laminated Glass 7/e 29 30 J1 .340' 0 A Laminated Glass b So its - Glass e D ale.e/4'MM"NM / 33 34 Gla ng Da th mu D39CRIMON D6F4¢ 1 HINGE ATTACHMENT (SEE TABLE V/COMES +DING DETAILS AGEss MOLE / GLAZING TYPE L OESCRIPnON)_ 27 2 '09Y So.ex PVBengolanetl Glass O 4, LOVER /. ---- I 10.0 1E0 LFFT RAHO HINGE LEAF TD DOOR STRE -_ 3 1/8'Heat-Strengthened III— �• 4 I/4'INSULATED AIR SPACE es+r 1/4"Insulated �� ( � ` 1 / Air Space w/ S 1/8'TEMPERED GLASS t W 1/8"'temp. al... STILE BOTTOM .340 0 A Laminated Glass b Solutla - Glass e E HINGE ATTArI t HEX WT INSULATED SPACER'T-S..l'- Glazing Beed SCREW .a1 AM.VASNTR Dura Seal S.Iggle Spacer Y6 ITBII DBBCR@FION ORAD. .O.3/4'P"'P"'L. PANEL ASSEMBLY DETAIL pt�iN;.elz zst s AIr Ce I I/e•Neat-Strengehened Gla:: L4• 2 .990'DuPont SGP IM.A y.r EXTERIOR 3 1/8'Heot-Strength—d Glass ACCESS MOLE COVER�°., .4 1/4'INSMATED AIR SPACE GLAZING DETAIL #2 34 BOTTOI BEET JAq S 1/8'TENDERED GLASS x"xRRMnHEU1a RW I#14NTO SMS OR SELF TRILLING SCREWS .14 SNS OR SELF TU DRILLING SCREWS ...... {[Mgyrga ann Mx ea-I I- INTD METAL STRUCTURE INTO METAL STRUCTURE — (SEE NOTES FOR SPACING) (SEE NOTES FOR SPACING) 1. 1, --1 12 GA.MIN. 1 --{MIN EDGE DIST. 1 (6063-T3 MIM) NW EDGE DIST, I (Py"36 KSI MIN.) Y - ALUMIMIN TUBE MlA.L1IW STEEL TUBE OR COLUMN REFER TO APPROVED (STEEL IN CONTACT V/ALUM >TM s Fitch and MIAIU-DA1E NDA a Mttl,k TO BE PLATED OR PAINTED) — IM41 1Mw -1 1/4'MAX.SHIM TYP. 1/4'MAX SNIM TYP. M.pM 'T' '� PRODUCT RBVTSED (( L-tae ir"'Ar,D"a .MS- I eo anplyhlgwilh .Florid. ani• 11 I Building Cods O --acn----II A_cMx No 1 1/4'HIM. 3/16'ELCO TAPCON V/ K m EDGE DIST. 5/16'TAPCON V/ 1 VV MIN EDGE DIST. 1 1/2'MIN EMBED. K 2 v THOlm L 0 HINGE ASSEMBLY DETAIL ---TYP-( IO 3 TIP (SEE NOTES FOR SPACING) PROPB9 gNGDMRR O I E MIN ENBED. 0 ]). (SEE NOTES F I � • •• s� Ibg /FD-824-2 At1elI11 da Product Cal ro �1��—•,� <CGNC.TO BE 3 KSI$IN.) • • • 2 x MT.) 1 1/2' l '' ,. � '. • 1�I •• • • WOOD BUCK ,�� .�s� Revlalon Note.: T ® Tp/,�gV/T 11A��/T (NW. D. �'. • (MRL'k2i• • • ••• (SEE GEN.NOTE B3) � �' SF',0(1�!� R.d.ed to com lJ1 11l V I 1 7 ply w FBC2004-11 01 O6 8501 NW 90th St. L .•� 1': Revised to comply w/FBC2007&added MEDLEY, FLORIDA 33166 p 225 '` Insulated Glass Ot/22/10 I S NC. (305) 696-8660 —. and Yult-Point Look Ol/27/ll MANUPACFURWR OP QUILMY ALUMINUM WINDOWS AND CUSS DOORS 1/4'MAX.SHIM TMP. l/4'MAX.SHIM TYP, .�e It Reviaed to comply w/2010 FBC pix,ay.o po((�.,, I.Mae Eyy.a,s, S-.Vv.*L • ••• TE OF 'Itl RevLad to Com t w/2014 PBC NOA APPROVAL INPAC7 FRENCH DOOR B OF e • • • ••• •.• • • �9.• ';` a^'''"e/) Nelson Erase °o` "La Porte" Im act" French Out—Sorin Door NOTE, • • • • • • • • • ,,�I ( F'\`,'••'Ll•'\+��•' Dreaw ILL'- Deo DnnHA• P g OPTIONAL INSTALLATION DETAILS NAY APPLY*• • • -i tS ""•Y. Nel.oa Erazo Ol 20 12 TO DOOR FRAME JAKB AND/OR FRAME HEAD. • FRl1II(E INe 1'OLLA'�IDN•OPTIDNIL:1FTAILS �A "• Y�'2(S��L4 ew., Pme xrna..( w.,,,t a N..n..r, R.w.(.n e.e.o G (TYP.) ••• • DATE__ _ 1 " n.t.e. FD-2003 ••• • • • • ••• • • • • • ••• • • •• •• • • • • • • ••• • • • • •• •• 3•� .076 -II- 078 4.500 3/0'O.D, O.D. :050 �a STEEL BOLT STEEL BOLT .1 II bbdd .875 .062 -� 0 I .096 B 3' .986 - m 56 6UI� DU[OE 56 I. J- L I 1.750 - .065 1.750 1 1/2'l / 17 �- 1.259-I -1 .908 .074 LI27 .687 CLA2ING ADAPTER QUARTER ROUND 1.- g g FLUSH BOLT AND /L-910 26 (11/16") BEAD PANEL HINGE STILE 1 O FRAME HEAD Two-POINT LACK #FD-834 8 #L-BOl a 6 m 49 ANGLE GUIDE O NL-907 1.812-I ,b, o #FD-827-1 .119 -.730 726 4.187 .25 1.50 o I-2.031---iT .098 1� 1• .100 064 •064 - 2.000 HINGE LEAF QUARTER ROUND 1.750 .075 7 y q r.124 11 #L-908 10 (3/8") BEAD as -1LTIJ-- pL-912 i g tt7dd -II-.070 5.05 I I 4.500 B Q S S IINACTI BOLANEL T*1160 PANEL LOCK STILE FRAME SILL LUSANGLE GUIDE .835656 /L-905 NL-902 1 1/2" LONG bFD-826-1 0.656 809 I-1.75-I L750-I1.612 - -� ,066 .063 MULTI-POINT MULTI-POINT QUARTER ROUND LOCK ACTIVE LOCK PASSIVE O(1/4") BEAD •125 -�- g 1.250 #'L-911 .072 2-14^ CYLINDE I.625- LOCK 2• 045 � iLO.19B ,065 o•..- .. o � I _ p, - • HALF ROUND 0 fit I 4.000 4.500 .072 -- d ♦ 0 42 FALSE MUNTIN 8 RAIL ADAPTER .500 O IAMB ADAPTER TURN Z o 0 1 t/2• b1.-B33 O j�L-909 ,094 - --r `j ML-904 �II .082 .100 F-I/B' Flexlble�jFPVCIComposNlon-Team Plasties.Inc. 50 51 52 53 I I- +.34e--{ SIDELITE PANEL N. FPVC Ole ek CoMound No.7200-73 1,812 I O35 ALUMINUM PLATE PHYSICAL ASEMNO. -I .136 loo 2" LANG Duomebr Hwdmss"A",10 ew 75 D-2240 � #HC-002 Spmifw Orniry 1.45 D-792 6A76 O.OSB J lbmile SoeeguLPSI 1640 D4639 PANEL TOP k ACTIVE HANDLE PASSIVE HANDLE Uldl.b Eba@aioq% 340.0 D439 5 BOTTOM RAIL FRAME ,IAMB 4.066 6 TRIMSET p5 6 TRIMSET Modulm(a)100%Elmg.lim,PSI 765.0 0,639 #L-908 O #L-90344 FRRAAM91E6 HEAD SHEAR PLATE 'S�- 1 Bril4as .31.0 D-746 M '2. FPVC WAIL:Compound No.7237-73 NOTE. PHYSICAL ASTM NO. 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 218 100 I 2.688 500 DUOmebf HYdm59"A",IO am 75 D•2240 m a Spmific GraHry 1.45 D792 2. SHE ELEVATION AT SHEET 1 OF 8 FOR Tempe Sdmglh,PSl 1640 D-639 ANCHOR O.C. MAX. SPACING AND LOCATIONS n� Uldlneb ElonBtiolt% 325.0 D63e PRODUCT REVISED TI 4500-� 4 MaduA"®100%F1mg.dm,PSI 765.0 D-638 complyuy with .Florida R ( Im BlitOenes •30.0 D-746 Build Codd �y FRAME LOW SILL g S L AaePuoNa 9 f 45 ML-91e REFER TO DETAIL'B3'AT SHEET N 3 OF 6 • • • • E PRO OMAS t 6R • FOR ADDITIONAL NOTES AND LIMITATIONS. 57 BOTTOM • BO�utf•�t�J 0 ••• MI ab Product Conuol T� �//��/��,��4• ]]]�� I, dd GUIDE • i i- Y • • • �� .•• •j� �i� Revised Note pky / lJ� I I IJ ®� d$ • q,"-ST • -• • •• • O ,-'�,�• F•SOT% flerle4d to comply w PBCE004-11/01/05 8501 NW 90th St. I, 3/B•DID, • • • 3� ED.• 5 22b ' Rerbed tc ocm w FBC2007 k added MEDLEY, FLORIDA 33166 STEEL BOLT L BOLei • - * 4r^ InsWated Ola.01/28/10 N S IN (305) 696-8660 _ „ Ashland Mult-Point Lock 01/27/11 STAINLESS STEEL ULT a) M4NUPACPURPR OP QUIL1rY ALUMINUM WINDOWS AND OUSE DOORS Optional Multi-Point Locks a).1/16'O.D.SSS W-76.0 pep V •; Rerlaad to comply w/2010 PBC py�y..x Iorf ean, Av4 hbamy 8wb./MWI lOm 9M4 (a>3/e•0.0,SSS f./-B&0 psF) OF �� Rerleed to comp w 2014 PBC NOA APPROVAL IMPACT iRENCX DOOR a OF B OPTIONAL • (+,�-•9B.o Pat W) ••• • PANEL '�< oP,• t"� ..A.4 AV ol`ieji6 "La Porte' Impact" French Out-Swing Door 48 Tw0-POINT LOCK A Ave Lock P slue ock R t ,♦ Nebon Erazo IACK pHC-060 ASHLAND N IO-S CTS AS;ANP Nw5A0-STPAS4 8 LI H BOLT AHC-001 IAss' �4� 'T�° Nal.n Erazo 01/20/12 78.0 pal DP) HANDLE TRIM L A 1]�E L MS •• • • A..b, /w N•a•...x a..ww N'"".'^ x«wx•L«vd G ASHCAN 20IA- ASFL Ilfl NwIdg_p • • • DATE n.t... FD-2003 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • MIAMhDADE MIAIVII—DADE COUNTY,FLORIDA MAU PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 t * Y '� j A .fia apr+,utn;%�cv 3.Y r - gs. through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 bell a revision or e1+Rnge ...... in the materials, use, and/or manufacture of the product or process.Misuse of this NCA ascan enr mMilt of any product, for sales, advertising or any other purposes shall automatically terminare t iTs NOA'Failtare 9060% to comply with any section of this NOA shall be cause for termination and removal of AV9.0 • ADVERTISEMENT: The NOA number preceded by the words MiamQ i—Dade' "af'y, Fl!1dE?,•and ,••••• followed by the expiration date may be displayed in advertising literature. If any per4m!of the.DIQA is ..;•�• displayed,then it shall be done in its entirety. •• •• .. Soso.. INSPECTION: A copy of this entire NOA shall be provided to the user by t;e•una�ufacturer•or its •, distributors and shall be available for inspection at the job site at the request of the Bgilding Officigl••••- This NOA revises NOA No. 12-0127.07 and consists of this page I and evidence p9ges•E•.1,E-2iln�.F-3, �....: as well as approval document mentioned above. ..•• • The submitted documentation was reviewed by Jaime D. Gascon,P.E. t 's " MIAMI-DAM COUNTY J E f 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI42—TO71, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted raider previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span alumkxx%tube mullions with C4 x 4.5 steel channel reinforcement, prrpge•d by Ihftticane Engineering & Testing, Inc., Test Report No. HETI-02-1714, (fated 08/2742,:s" ned •• and sealed by Rafael E. Droz—Seda, P. E. •• ••• • (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 2014441• •••• ••;•• 2) Cyclic Wind Pressure Loading per FBC,TAe16%,94 along with marked—up drawings and installation diagram of 120—mdh span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, p"eparld by•Hugicane ....:. Engineering & Testing, Inc., Test Report No. HETI-02-1716,.dated 8/27I11,•s`igned . and sealed by Rafael E. Droz—Seda,P. E. ••• •• (Subfnitted under previous NOA No. 02-0501.05) " 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—tip drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz---Seda,P. E. (Submitted un(ler previous NOA No. 02-0501.05) Jaime D.Gascon,FF. Product Control Section Supervisor NOA no. 144908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 f t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTLNUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted untler previous NOA No. 95-1212.09) 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 two aluminum horizontal sliding windows mulled at top with a 90--inch span mullion and a 45-- inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS @•e• 1. Anchor verification calculations and structural analysis, complying with FB"0103 •••••• prepared by manufacturer, dated 05/17/10 and updated on 01/2.'N?,'pxepare0-,stgged •• and sealed by Thomas J. Sotos,P.E. ...... .. . ...... (Submitted under previous NOA No. 12-0127.07) •••••• 2. Glazing complies with ASTM E1300-04/09 '•••'• • .... . ..... ...... .. . ..... D. QUALITY ASSURANCE ••�••� •••�•� •••••• 1. Miami—Dade Department of Regulatory and Economic Resourc4S(lam). '. E. MATERIAL CERTIFICATIONS ••• ••••' 1. None. '..• F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Subfnitted tinder previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-0127.07) Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,20(4 E-2 t Lawson Industries,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02--1718, dated 8/27/02 and HETI-02—T071, dated 09/16/02, all issued by Hurricane Engineering &Testing, Inc., signed and sealed by Rafael E. Droz—Seda,P. E. (Srtbntitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL—1376, dated 01/31/96, and FTL--1383, dated 02/13/96, both issued by Fenestration Testing Laborajojy. Inc., signed and sealed by Gilbert Diamond, P. E. • • *tells* 9999•• • • • • (Submitted underprevious NDA No. 02-0501.05) 0000.• .. . •••••• • G. OTHERS 9.99•• :f000: 1. Notice of Acceptance No. 12-0127.07, issued to Lawson In�l��Vies, In(Z• fCr Their 0 0 0 0.• Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reylfp1•¢ement L.14.L", .00-•' approved on 03/29/12 and expiring on 05/30/17. • .. .. .. . 0000.. 0009.. 9999•• • • • 9999•• -------------- Jaime D.Gascon,P. E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 -------------------------------- THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y P^ AND CAN RF USED WITH ALL IAWSON'S MIAMI-DADE ANCHOR/CLIP ---ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMP CT PRODUCTS. o GLAZING HORIZONTAL MULLION PRODUCT 3 _ RECTANGULAR ALUMINUM TUBE MULLIONS ANCHOR/CLIP HORIZONTAL MULLION N GLAZING USING MULLION PROPERTIES ONLY 1-:, M o N¢m V Ww + a , PRODUCT 3 - GENERAL NOTES: o c z 3 -.--- 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING i R VERTICAL + r HIGH VELOCITY HURRICANE ZONE (HVHZ). Z o z VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w x O o MULLION MULLION APPLICABLE FLORIDA BLDG, CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. a II 3. MULUONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, A oz = N INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti GLAZING GLAZING GLAZING ¢ F- GLAZING 3 w PRODUCT PRODUCT PRODUCT N PRODUCT 3 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5 F S LOADS TO THE STRUCTURE. F S F 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS U W EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF --- -- ------ WOOD ANCHORS ONLY. W1 W2 W3 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, W THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET ___MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE - SECTION 2003.8.4. N 4 WIDTH (W) = W1 + W22 + W3 MULLION & CLIP NOTES 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z y 2 OF 10 FOR DETAILS AND NOTES. t$ ANCHOR/CLIP ` REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS l HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT RFFF:R 1'0 SHEET 4 OF 10 FOR DETAILS AND NOTES. � * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS „ 63a4� PRODUCT 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 5 3 6, 7, fl, & 9 OF 10 FOR DETAILS AND NOTES. w a _ + * REFER TO SHEET 10 OF 10 FOR MAX, ANCHOR DESIGN PRESSURE CHARTS -- - b d I GLAZING GLAZING d x z PRODUCT I PRODUCT o zJ0. N I z VERTICALa MULLION---' ANCHOR/CLIP o I • • • • • • • W1W2 • • • • • • • • • �! MULLION SPAN _ I RODUC7'RBVISEDy� Wi + W2 rvco..plyh,g wllh ilia llloiba z WIDTH (W) _ ••• • ••• • • nACoJc C�11 Q �p o 2 • • • • • • • • • • A puncoNo /VCS G � {__ � 1 �rtny ION ARRANGEMENTS �a- - -- - ••• • • • •• • i 4�iad>Nniduut L'miiml � 6 A ••• • • • ••• • • -1.690 .062 1.500 .156 TYP. rF_ .125 �o 3.000 1.500-- M� y tp o --1.405-- 062 - 1.732 ._ 125 Q 4.000 4.000 .:r�� ..._-fir 3.000 3.062 3.000 2 X 4 TYPICAL 2.000 1.732 2.062 2.000 3 v y STD. TUBE WINDOW FRAME I z Z Q z ULULO L_ - __. NW'1 y O 2X MULLION CLIP - - -__. .. _- ao s a R 6083-TB .188-T .t56r �. 102 I11� 1.000 I .02 1.000 ,156-T 6.000 1.062»V I.IRB F^L062� -1.188 FI.062-�V a a1 •L• OPTIIOONAL L 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 Fr,] STD TUBE CU�OM_. UM LLION CUSTOM MULLION �USTQM MULLION CUSTOM MULLION CUSTOM MULLION M LLI 6063-T6 6063-T6 6063-T6 6063-T8 6083-T6 -- Ixx: 2.070 in4 Ixx: 1.000 in4 Ixx: 0.950 in4 Ixx: 0.370 in4 Ixx: 0.330 in4 U o a Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 Ina Sxx: 0.370 in� Sxx: 0.330 in3 (FLANGE FRAME) (FIN FRAME) .SzfERAMF.) (FIN FRAME),ROnfIVI'l="NGF FRAME) i STANDARD TUBULAR SHAPES +annd w 2.000 tfi'u•,i 1 Y sHIH IhA I+kIWe �J :I TYP.WALL= .125'ALL ° .. 13i IIAi08 Co c i1 O('7O I ALLOY 6063-T6 Ac cptNuel'O .L l C .750 II !- i7� l.vplm�o!1•U,to D��A �i a TYPICAL GLAZING PRODUCT .124 1060 D �LI:d� aoAuci C o alol F � 2.000 .125 2.250 -- __ - `~ '4,�', 1 s." '1 1.600 ��11 l25 EE D 3.000 I F+ - _.125 .�, 3x ". 4,500 1X MULLION CLIP --7�. ] 3.600 4.000 1 X 3 1 X 2 A MULLIONS CONTAINING STD. TUBE MULLION STD. 7UeE MULLION 3 L' TYPICAL GLAZING PRODUCTS6063-T6 6063-TBNOTCH a'rroNA�:t H0RI70NTAL OR VERTICAL 2x s2 X anIxx: 0.950 in` Ixx: 0.330 in4.ASxx: 0.633 in� Sxx: 0.330 inkTUBE MULLION STD. TUBE MULLION �.SEE WINDOW OR ODOR APPROVAL FOR 'FASTENERS SIZES AND SPACING 6083-TB 8063-T6 Ixx: 8.280 in4 Ixx: 2.980 in4i Sxx: 2.760 in� Sxx: 1.490 in� CLIP LENGTH RECTANGULAR/ALUMINUM TUBE MULLIONS g USING MlUII,IQN PROPERTIES ONLY € MULL "L^ INSTRUCTIONS: - USE CH6 A•D•OWLii ASDFOLLOYS. • • •• I X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN•OAD FIRE•FOO PAIrtI"4bPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ' 1 X 3 2,688' • •• • • • • ••• • COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH 1 X 4 3.688' STEP 2 USE APPR•VEO GLIWNG4PR0•l1CT•MEIMN(BABO/E LOAD* - ------ oo'R - REQU�E�IENTS.••• •• • • • •• o OPTIONAL 2 X 4 3.688' STEP USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. NOTE; .I25 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHILL SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET od 2.000 us�yc clyR N SHEET,j OF t E�,ECT MULL s¢E 1 OF 10 FOR BUILDING CODE COMPLIANCE. oy�,, 1. ALL CLIPS AND ANGLES ARE TO FIT STEP «A ESI, F11.MO�E=T�Ji#E LGN LOAD C�IED••• 2. MULLIONS MAY BE ORIENTED VERTICALLY OR NEM INTO TUBE MULLIONS. I SDLP i ,�ovE. c 2. WHERE ANGLES ARE NOT FIT SNUG • • • • • • • HORIZONTALLY. ANGLE CLIP us ANCHOR lYP`5 ON`MEET 6&iRU POAND 4p%40P CHWTS P00 I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON S EET SELECT At4LH0 TYPE DESIGN RAJNG • 3. REFER TO SHEET t OF 10 FOR TYPICAL MULLION I----2.000---� ANCHOR DETAIL AT SHEET 9 OF 10, liosE•iww H�DESIGN L s sPE I ED IN STJP•1 A;% ARRANGEMENTS OR STACK CONFIGURATIONS. 6 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F TU NS TUBE MULLIONS TUBE MULLIONS n Widthw MULLSPAN 1X2 1X3 2X4 2X6 Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(w MULLSPAN 1X2 1X3 1X4 2X4 2X6 to o 18 150.0 150.0 150.0 150.0 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 o z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31.5 45.4 126.2 q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 y 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 M y w o -- 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 a v O w 48 38-3/8" 76.9 150.0 150.0_ _ 150.0 150.0 48 74-114" --- -�- - ---- --- _ - 30.8 68.8 95.8 150.0 48 120" - - 15.8 22.7 63.1 54 68.3 137.6 150.0 150.0 150.0 54 27.2 69.2 85.2 150.0 54 - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 24.4 63.3 76.7 144.2 60 18.2 50.5 3 4 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 Z c o 72 51.3 103.2 150.0 150.0 150.0 72 - 20.4 44.4 63.9 120.2 72 - - - 15.1 42.1 _ g 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41,0 59.0 110.9 78 38,8 ro 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 1 132.4 150.0 24 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 1 w a 36 44.8 118.6 150.0 150.0 150.0 36 28.1 61.3 88 3_ 150.0 36 15.8 22.7 63.2 H 42 38.3 101.7 150.0 150.0 1 150.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 48 50b18" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 68.2 140.8 48 132" _ - 17.1 64 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 61 15.2 42.1 zj 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112.7 60 - 37.9 ® v, 0 i - -- - - - # 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102.4 66 34.5 a 72 22.3 59.3 96.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - - - - 31.6 N C 78 20.6 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 29.2 W ray W 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3N177.5 97.4 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 73.0 - -- --- - 30 37.5 108.1 150.0 150.0 150.0 30 71.6 49.3 71.0 150.0 30 58.4 0. 36 31.3 80.1 150.0 150.0 150.0 36 __ 18.8 41.1 59.1_ 143:8 36 48.7 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 41.7 48 57" 23.5 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 48 144" 36.5 54 20.9 60.0 101.9 146.8 150.0 64 27.4 39.4 -95.8 54 32.5 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78.4729 6 26.6 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 24.3 78 - 41.6 70.6 101.6 150.0 78 - 19.0 27.3 66.3 78 22.5 18 46.3F57.2 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1 8 24 34,8 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64,6 ___ 27.8 160.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 " o - - -- - -_ 23.2 150.0 150.0 36 - 28.8 41.5 113.8 36 - 15.5 43.1 r 19.9 150.0 150.0 42 24.7 35.6 97.4 42 36.9 17.4 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 160" 32.3 $ ^64 15.4 83,4 120.1 150.0 54 19.2 27.7 75.7 64 28.7 60 - . 76.1 108.1 150.0 60 17.3 24.9 68.1 60 25.8 z 66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5 ? $ 72 33.3 62.6 _ __90.1 150.0 72 20.8 56.8 72 2i.5 4 78 30.8 57.8 83.2 150.0 78 19.2 52.4 -78 19.9 HORIZONTAL MULL" �' '�CIAZINC _ TYPAIM KtICOrl AdRAW&ME4tTS: ••• I �'" PRODUCT 3 • • •• • • • • • �. ARCHES 1/BE INSV:EO• • • • ••• • INSIDE RECTANGULAR•HAW • • • • • • �t7a f� NOTE:• ••• •• • • • •• yin MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED raonuL:rarvtsclD tv nv c niplying wilts tial l+IaiMt - 3 VERTICALLY OR HORIZONTALLY. 1111,t1 ItCd, PRooucr PRooucr (If><TERFYYpTION :EJiEFjV•WIDTFiS•gL.O:Ep) GLAZMlG GLAZING • • • • • • • • • • Frp;oTlryn @i y tjiTH•4`) -• • 2 •• • • • 'I�nm{T)a;lc l'rodua Cbntml -- ''L MULLION SPAN I •• • A I ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ].690 -LI25 1.000 312 1.000 ---- --- -_ - .062 J -- .688 ) --1.500--- y cn .. ,156 TYP. .688 n ,_ -= -_ .125 062 .125 ,125 '- o q Me,n I3.000 ' 1115- o�IO y o --1.405- v---_-.-_ 4.000 .115 1 4.000 3,000 3A00 3.062 0 ^ q 0 2 x 4 4,00°3.625 3.000 2.688 a STD TUBE TYPICAL 3 4 v y F- 4500 �4 � WINDOW FRAME Z L 2X MULLI N CLIP �-1.000--� a O 0 8083-re 2 X 6 .188 102 .156-1 ( 102 R L062 h�-tA6z 1 x 3 NOTCH 'L' 6.000 STD. TUBE 1 X 4 STO. TUBE MULLION 1 X 3 OPTIONAL 1 X 4 6063-T6 ti M11LLIoN STD_TUBE MULLION 1 X 3 S��I4��1LL14N CUSTOM MU LL ION sosJ-Ts 6°63-'T6 CUSTOM MULLION 6063-T6 p � 8063-Tfi 4 4 XX: 2.168 ink 4 E v Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2..168 in� 3 Ixx: 2.218 in' J 3 3 Sxx: 1.445 in. Sxx: 1.479 in. ti ® I Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. ) s, 2.000 7 o (FLANGE FRAME) (FLANGE FRAME) - (FIN FRAME o .. STANDARD TUBULAR SHAPES TYP.WALL= .125'ALL ._--._.. 1580 O ALLOY= 6083-T6 ,750 I W .i TYPICAL ly, GLAZING PRODUCT U yk J-1 Fv,�vomG 2.000- 125- .000 2 .125 2250 v. 4.000 � �A I 6.000 . 4.000 -.125 ._...__ 4.500 a � Ix MULLION CLIP 3.000 4,008 3.625 6063-T6 MULLIONS__CONTAINING t L NOTCH L TYPICAL GLAZING PRODUCTS . o OPTIONAL HORIZONTAL OR VERTICAL rrcolDucl Rsvlssu = Y nv wmplyiug wide l➢e Floddn a a m SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X •} H IdInLCodo _ Q a OA FASTENERS SIZES AND SPACING STD. TUBE MULLION STD, TUBE MULLION UN ilAg 10on I BOBJ-T6 6083-T6 I Xpl[aukiiL., u e ------------ _ Ixx:19.648 in. Ixx: 7.649 in4 Hv- � (. {i CLIP LENGTH ml+�IWtTdnI>mductQmTrol R $ Sxx: 6.549 in� Sxx: 3.825 in� a ;, ---- RECTANGULAR ALUMINUM TUBE MULLIONS INSTRUCTION MULL "L" S' USING MULLION PROPERTIES ONLY „t111 kif ._.------ USE CRW*AN%~HS•AS 6OLLOW4. • • •• 1 X 2 1,688' ------- V V STEP 1 DETERIW0 DESIGN LMD RE" 00RFUR ARICUOPENING. THESE MULLIONS ARE RAZED FOR LARGE MISSILE IMPACT 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE r% STEP 2 USE APPRROOf,�D GLAZWG I✓604TS#MEFbNG:BOi LOAD • COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. a H NOTCH 1 X 4 3.688' REOUIR�A�141S.••• •• • • • •• vT 'r OPTIONAL STEP 3 USE CAL. NOTES. ONNECTION TO MULLION AS PER PRODUCTd,n .125 IN. 2 X 4 3.688' APPROVAL.2 X 6 1 5.688' 3IEP__4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET y `� 2.000 USING cNHpAgR7Js 00��4L SHEEP 5 OF 10 sEELFE�DT MLxuWysrzE • 1 OF 10 FOR BUILDING CODE COMPLIANCE. NUG CLIPS AND ANGLES ARE TO FIT ;TEP 5 vnTMoESIcR RAPING MORE*7AN➢C51LN�lOAD SP CRIED SNUG INTO TUBE MULLIONS. Ira•sTE►1 ABeVE. • • • • • • 2• MULLIONS MAY BE ORIENTED VERTICALLY OR • Y+ �NG'�f�y HORIZONTALLY. a ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG UN r9 nirE'�DN FX1TPET U oE�IcN R.(Tlac 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION a II I 6063-i6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6oN SNEnIT �SEF� ANcytlRw 7! �T F�-2.Doa� ANCHOR DETAIL AT SHEET 9 OF 10. Ia�R�sc N T DESIGN @r�S SPEC I IN STEe l DOvt.•• ARRANGEMENTS OR STACK CONFIGURATIONS. `6 A 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS F STEEL REINFORCED TUBE MULLIONS rn Width w MULL SPAN 1 X 3 1 X 4 2X4 2 X 6 Wldth w MULL SPAN 1 X 3 1 X 4 2X4 2X6 Width w MULL SPAN 1 X 3 1X4 2X4 2X6 18 150.0 160.0 _150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 160.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 O y 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 00 ki o 42 150.0 150.0 150.0 150.0_ 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 a v a 48 38.3/8" 150.0 150.0 150.0 150.0 48 74-1/4 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 0 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150_0, 150.0 54 - 31.9 61.8 133.1 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 Z R 86 150.0 150.0 150.0 150.0_ 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 z o z 72 150.0 150.0 150.0 150.0 72 48.5 101.0 150.0 150.0 72 23.9 38.9 99.8 0 0 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 w m d R 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 � 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 ~ 36 150.0 150.0 150.0 150.0 36 64.2_ 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 160.0 150.0 42 - 30.8 50.0 128.5 48 50518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 q 54 150.0 150.0 150.0 150.0 54 42.8 93.0 160.0 150.0 54 24.0 38.9 100.0 j 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 _ 90.0 ~ o d 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.8 150.0 66 19.6 31.8 81.8 w €€ 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 - 16.0 29.2 75.0 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0_ _150.0 18 25.5 55.4 89.9 150.0 a a 24 150.0 150_.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 F 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 R w 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 v 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 A a 48 57" 160.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 d 64 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 - 15.1 24.5 63.0 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 160.0 72 - 22.5 57.6 yy 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 m Isis y 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 iii 8 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 s ' I__ _ _ry__ 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 u o 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 - 24.5 39.8 102.2 v v 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 m $ q 48 63" 114.2 150.0_ 150.0 160.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 a KK33 f3i 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 s 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 23.9 61.3 $ 66 63.0 150.0 150.0 150.0 66 16.5 35.6 58.1 147.0 66 21.7 55.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 a �" 78 70.2 131.4 150.0 160.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLION ,.�t7111117f.., TYPIL•ALMULLION 'oARforN6EMENVERTICALMULLION ARCHESTOB •T7- INSIDE Rr TA,ULA§�F PE •• zncuzlNc cuzNc oaNOTE: MPRODUCT PRODUCT -aMULLIONS RATED IN THESE CHARTS MAY BE ORIENTED rnonucrarvlseDnyflying,Atb flu Fl.dda VERTICALLY OR HORIZONTALLY.GLAZ (1N-%PM:MN BFFT% EN•!0'IUTHS AL%WE( A-111 twN.:L4-• • • i • • i i • Gxnii�(fOn)Jp1eQ •• • • • •• • • OY_ �'� ku�==='� w L I� WISH X. W • • Miami Fhldo l'IoJucl&wml Wi W2 MULLION SPAN ••• • 2 • •• • A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16-TAPCONS MIN. EDGE DIST. 5/16-TAPCONS 1/4" MIN. 1-I/2'MIN.WOOD EACH AT10N- I-1/2-MIN.WOOD PENETRATION 2-3/16" CONCRETE L COR y j EDGE DIST. z PER CLIP(1 ON EACH WING) I PER ANGLE 4� IOLLOW_BLACK 5/16-TAPCONS 5/16-TAPCONS 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASON C, 3/4" 4 PER CLIP(2 ON EACH YANG) 2 PER ANGLE e$ 94 E MIN I I �^ro ti x 'r .. .v .- • .. .'... 0 o LyWC7 {j� II II II II -_ 2 Wv � 6 N it--'I ii it 2 7 16" ii ii li it o Z Z O (i 11 I 2%2% 1/8� I R 11 11 11 I W 2 : P • -------- 1 1 7X FLOATING CLIP I I I I ALUMI AND LE MIN. II II I I I co M u. O N I 1 2 BY I I U Lt - IL-JI II 11 \ WOOD BUCK i $ t BY 11r� li it ALUMANGLEB• I I 1 1 1 I N ------------- 1 WOOD BUCK f q 1%FLOATING CLIP Ll UQ I ~ W z �d I 1 I I 'w�j (]� r� F y 3/4" MIN. 5/16-TAPCONS ANCHORS TYPE 'D' INTO BLOCKI EDGE DIST. U a F• 1-1/2•MIN.WOOD PENETRATION Z1 PER ANGL ANCHORS TYPE.. '.G'_(INTO CONCRETE) ®M 4 ANCHORS THRU 1X BUCK o ALL CLIPS AND ANGLES TO FIT SNUG ly pW,INTO CONCRETE OR BLOCK rr o I \z OR FLAT HEAD. 1'"x4"' & 2""x4" MULL a w a 111 H K U N MULLIONS. I 1 TAPCONS MAY BE HEX :J'... x..e.�-»aim-•�--"m-„6_ ^,�^ F \ 0 tr I 2 BY I i � z x z x Va' ---------- WOOD BUCK L 1 I ALUM ANGLE i 1 I I ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD ANCHORS IYPF 'A' r g q 2 ANCHORS INTO WOOD s r ' m 5/16'TAPCONS 5/16' 1 1/4" MIN. 1-1/1'MIN.WOOD PENETRATION TAPCONS I-1/2-MIN.WOODPENETRATION ANCOE •fr a "I E G4 E DI T. 4 PER CLIP(2 ON EACH WING) PER •..... �' r S tir d, i m t z N N ,y I 1 \Z Z Okp 1 i i I • 6 '� `ax'S �- r a 3. "N'4"'�,yl Tfl�)` F�a�'8 ml 1 1/4" MI 1 II U II • I L-�I 11 I I •• • t d s €!.r qTM ta-4�'�`fi^ Oren - - ----------- _ 'j. I I I I 2%2 X 1(8' FLOATING CLIP - a T"''• N I 2 BY 1 1 I I 11 ALUM ANOL �gy 1 '� `• b'{+. I 1 I 1 ,.,y n G `Mp' r \ 1 1 WOOD BUCK 1 1 I I 'Y. 1 A� v. , # 4 ANCHORSTYPE 'B' •" ' ACK'54 0 4 ANCHORS INTO WOOD ••• • ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR ---1-3/4TMW.EMBED INTO MASONRY 2-3/16" CONCRETE OR y 4" HOLLOW BLO K 2 PER 3U'(4 ON EACH WING) 5/16'TAPCONS 4" O__LLOW BL CK 5/16'TAPCONS 5/16'TAPCONS / 1-3/4'MIN.EMBED INTO MASONRY1-3/4'MIN. EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY N j MIN. I PER ANGLE 3/4" 4 PEN CLIP(2 ON EACH WING) 2 PER ANGLE. y p •� MIN. x M� ••I I T•• •'1 T 1 :I .T 1• M� I •I T' 1 I O K E .7 1` ---- o vo R U) P I I I I 11 II I I 11 J Z A z I11 II 11 I 11 11 11 11 O C y O O I II II II II II II NW= II II CONCRETE OR I I 1j .• 11 11 --CONCRETE OR I I I Ic_�I CEMENT BLOCK I II < IL-�1 CEMENT BLOCK II 1 I--JJ CC CONCRETE OR II II 2 X 2% 1/8' $ - 11 II 2 x 2 x 1/8' 1 I ----------- CEMENT BLOCK 1 I I I I I ALUM ANGLE • -- ---"'-'--- - I 1 I I I I ALUM ANGLE Q I 1 I 1 11 L1 11 \ I 1 I I FLOATING CLIP 2 7/ifi I BOATING CLIP I I I II I I I I MIN. 1 I p El e. .•. ..•.. .. __ -__._ MULL-- ..__ 3 1/4 MIN, z � ',\7 MULL-- ®Hy 4 -- ANCHORS IYPE_'C' ,_ CO INTO_BLOCK ANCHORS TYPE 'D' (INTO f3[_.00� rem w w 1 1 ANCHORS TYPE 'E' (INTO NCRETES ANCHORS TYPE-_G' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK E4 a j - 1"x4" b. 2"x4" MULL (n j---_-- _j ALTERNATE MULL �Q 1 I ANCHOR LOCATION MULL 7 I I I I I I Ir---------1 FLOATING CUP 11 1 IT_1 � I I I I CONCRETE OR CEMENT BLOCK II II n 1 __-Illlll 11 II •� 1 1 N I ' Z iia n+ • 1 M� 1 I t 7- 5/16'TAPCONS /4"MIN.EMBED3 . I ^ I u I' 1 M 1 ♦•• ,•'1 - o INTO x MASONRY 2 PER CLIP _ (I ON EACH WING) 5/16'TAPCONS I I I I /12 SMS 1-3/1'MIN.EMBED INTO MASONRY a 2 PER ANGLE 4 PER CUP(2 ON EACH WING) L-Q 11 \ •• ••• • • '• • • •• I 11 11 11 •• •• • • • • • • • , Q 11 a • ••• • �. I I 1 I I I I ALL Q.IB ANUL GLS O Il:SNU� • 000 �1J7 INTO T BE MULLIONS. � TAPCONS MAY BE HEX OR FLAT HEAD. •w :.I'' "•? I - PRODUCT ILLVISFD _ ux—oplS Io6 W11h IIw Florin. a IsuilAmg Codc /� or{I j I •I CLIPS OR aANGiES oONNECTE• DIRECTV�TO MA90NPY TO BE PROTECTED nceeplmco lno O �•OB � � _ ---� •� '• 1 M I 1 WITH ALKALI-RESIOTANT COPITII•GS,,•UCH AS•BI1IIUM•1OI•S PAINT OR t�:piTntloll Unto 3Q 2Q • I WATER-WHITE4MVHACR(LATE•LACQLIER. ,• • •• • • _� TAPCONS 1-RY3/4' IN,EMBED 000 • • '• •• • I.nIauLY3ndeProdunConNaT�, INTO MASON - 1 PER ANGLE A i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR }� 4" HDL, LOW BLOCK 3-3/4" 5/16'TAPCONS 4" HOLLOW BLO K 3-3/4" V16'TAPCONS x I(' 'I MIN. 1-3/4'MIN.EMBED INTO MASONRY MIN. 1-3/4'MIN.EMBED INTO MASONRY O z 4 PER CLI ( ON EACH YANG) Lld— MULL 4 PER CLI ( ON EACH WI )P 2 NC P 2 NCC.CLIP LENGTH „L„ m o h 2 m L 34v 2 X 4 3.688' 2 X 6 5.688' z \ 1i S� tar U) R r I 2X6 MULL 5/16'TAPCONS N + WOOD BUCK 1 E„ j 1 -- 1--3/4'MIN.EMBED INTO MASONRY \ 1 2X6 MULL T.7 ( ) = 5/16'TAPCONS +1 ' 1 4 PER CLIP 2 ON EACH WINC 1 N 1`---- '--'----"""'� 1 - 1-3/4'MIN. ------- EMBED INTO MASONRY ? � d j 1 3/4" S 4 PER CLIP(2 ON EACH WING) 6 MIN. I ---------------------- - - >--.MIN. r r 1 1 3 4° r_ d Q f 2X6 G------M-DL 2X6 ANLCLP_ T_F_ GT-H _ 2X6 MULL MULL "L" 2 X 4 3.688' -------- , 2 X 6 5,688'L '.. \z N a O H 3-3/4' a ... N o MIN. 4 � s ANCHORS_TYPE 'E' (INTO BLOCK) 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE'H'(INTO CONCRETE 'B' ANCHORS TYPE 'E' (INTO BLOC TAPCONS MAY BE HEX OR FLAT HEAD. WOOD BUCK " 4 ANCHORS THRU 1X BUCK ANCHORS TYPE 'H' INTO CONCRETE FCLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE SOR H BLOCK c a ---- — ANCHORS INTO CONCRETE a BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT � z"X6" MULL SHOWN u 63N3 ��JJJIII WATER-WHITE METHACRYLATE LACQUER. 2"X6" MULL SHOWN • •• • • • • ••• • PRODUCT IlliVISBD n 1 I1 HI H;i the l'orfAa • ••• • ♦•• • • I.I"I I 111 ••• • • • •s • Wiantl jia!le lhu3nsl lbntrol�'> 6 A MIN. EDGE DIST. 5/16^TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3--3/4" CLIP LENGTH 4" HOLLOW BLO K 4 TOTAL(2 ON EACH YANG)---.. MIN. MULL "L" o 1 X 2 1,6fl8' 1 X 3 2,688' e n z o L _ M 3.68fl' vii oa a tS 1 X 4 C4 o 2 X 4 3.688' .0 vl 1 [ _ _-� 2 X 6 5.688' j 2 -7/16" Q 1 MIN. 1 --2x4 o.2x6 No i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT _i o o z 1 ------ 1 I I 1 1 SNUG INTO TUBE MULLIONS. o o a Z O -� 1 1 2 X 2X 1/4' tT��1 L_____________J a 1._ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m s a p o I I 1 INTO TUBE MULLIONS, SEE OPTIONAL as I 1 I ANCHOR,DETAIL AT SHEET 9 OF 10. a I I I I i CLIPS OR ANGLES CONNECTEDDIRECTLYTO MASONRY TO BE PROTECTED 2/CHANNEL ---. TUBE MULUON ..11 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYIATE LACQUER. Z � z MIN. EDGE DIST. ! -- -------- ® o' � w 2-3/16" CONCRETE OR o a 4' HOLLOW BLO K J12 F.M.S.M.S. C ^CII 2/SIDE I III^- 1 1/8'THICK ALUM ClLW NEL I ~ 7. LENGTH TO FIT SNUG INTO MULLKKJ TUBE AIUWON �y a TUBES MAY BE NOTCHEO 1 IFP"" N R 0 AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE FFF��! CAULK JOINT AFTER ASSEMBLY n a LOCATION OF SCREWS CONNECTING \\\M ANGLES TO TUBES WHERE ANGLES �xx — /14 FH SMS 7 ARE NOT FIT SNUG INTO TUBE 4 I 1 1 2 PER CLIP- ly MULLIONS. I 1 I I ACCESS HOLE 1-1/2" I I O1 I I I I I 5/8"(2) I 1 __ N L------------------ 1 1 Qp� O 5/18'TAPCONS N14 SMS I-3/4'MIN. EMBED WTO MASONRY 4 PER ANGLE M 2 PER ANGLE `2-- _ w I 1 I Y r 2 X 2 X 1/8' THIS SCREW CAN BE ALUM ANCLE 12 FH SATS I I [ INSTALLEO IN ENHER- 0__ R I 1 I d a O I DIRECTION 2 PER CLIP 1 u V I I 1'O.C.MIN. I 1 j I I 1 I L y x 7 •, yt Y 1-3/4"X 2'X 1/8'(FOR 28Y TUBE) a 2 Z 3/4'X 2-X 1/8'FOR(1BY TUBE 666 4 88 M 2 ALUM GL M1 •• ••• • • • • • •• CUT TO FN SNUG INSIDE TUBE V• 'r z::z: --- • • • • • • • • • •; ••; ; ; ;•; •• ANCH_ORS_ TYPE 'I' • • • • • • • • • METAL TO METAL CONNECTION )?.v p • ••• •• • •USA C1tAATS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION rn ES vuv�ll ,a. I ODllt.f 121 VISfll __ 1 Ijin i1116e DloliAn low / • • • • (�LL IAS AND !RJ LE,S T%FIT SNUG 1, 1 1 /1 08 O MIN. • • • �N TOUBE MU TOS.• • f 1 x,11, �. 1 3/4" OPTIONAL ANCHOR DETAIL •• • • TAPCWS W#YI6•WEX•OR•FLAT HEAD. 1 � �� MIN OPTIONAL • •s • ♦._...•._ T .Y.c« k.i,�'__._._ ANCHORS INTO CONCRETE OR CEMENT BLOCK ••• • • • •• • "Inu'.0 I A,do 1'.dJurl C°°1t°I C� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE ANCFpR TYPES and SUBSTRATE Width Li Amo A B C 0 E I F G H I V✓lh MAm A B C D E F G_ H 1 vvd n NL4 an A B C D E F G H I y /° (w) Span V48. VW. BNk Elk Bk. 0mc Cat- Conc. ML 6v) Span VW. Htl. Blk Blk Bk Cmc Calc Corr. MI. (w) spw Nd. M. Blk Elk Bk 1 Calc Calc. Oorr. Mi o 18 150 1!O 150 150 150 150 150 150 150 16 91 1;A 150 150 150 150 150 150 150 18 56 112 129 150_ 150 144 150 150 150 O 24 132 150 150 150 150 150 150 150 150 24 68 138 150 150 150 150 150 150 150 24 42 84 97 146 150 108 150 150 116 o,e A 30 105 150 150 150 150 150 150 150 150 30 54 1W 125 150 750 140 150 150 150 30 34 67 71 116 150 81 130 150 93 n m y o - .__..____ _ 36 88 150 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 28 58 65- -97---129 72 tR79 144 77 F 1O m x 42 75 150 150 150 150 150 150 150 150 42 39 78 89 134 150 iW 150 150 10/ 42 24 48 55 83 111 62 93_ 124 66 N p�o V 48 38 318 66 132 160 150 150 150 150 150 150 48 74 1/4 34 68 78 118 150 87 132 150 93 -__48 120 21 42 48 73 97 54 81 108 58 C)o .o. 64 59 117 135 150 150 150 150 150 150 64 30 60 70 105 139 78 117 150 83 64 19 37 43 65 86 48 72 96 51 9 o 60 53 1m 121 150 150 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 TI 43 65 8% 48 3 1 .- _.. -_ _... BB 48 98 110 150 150 123 150 150 132 88 25 49 57 86 114 64 98 127 68 88 15 31 35 53 70 39 59 79 42 Z w o p 72 44 88 101 150 150 113 150 150 121 72 _ 23 45 52 /6 104 18 88 11% 62. 72 14 28 32 49 65 �i 54 72 39 p w= O P o 76 41 81 93 140 150 164 150 150 111 78 21 42 48 72 96 54 81 108 56 78 13 26 30 45 60 33 50 67 36 a0 S a o 18 133 1W 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 140 I 24 TDD 1� 150 150 150 150 150 150 150 24 60 120 136 150 150 150 150 150 150 24 38 77 08 132 150 98 148 150 10.5 b ___ __ _ _- _._. _ __- 30 80 157 750 150 150 150 150 150 150 30 48 98 111 750 150 124 150 150 132 30 31 67 70 106 141 79 178 150 84 .; I 38 8! 133 150 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88,__, 117 66 99 131 70 p W U _. _ __-.. - __ -_-__-__ 42 57 114 137 150 150 147 150 150 150 42 34 69 79 179 150 !39 133 150 94 42 22 44 50 78 101 56 85 ii2 60 "� F 48 50 518 50 iW 115 150 150 128 150 150 137 48 84 30 fi0 89 104 138 7! 118 150 83 48 132 19 38 44 68 88 49 74 98 53 U yy 64 44 69 102 150 150 114 150 150 122 64 27 53 61 92 123 60 103 137 73 64 1/ 34 39 59 78 44 66 87 47 C" 60 40 80 92 138 150 103 150 150 110 80 24 48 55 83 111 ffi 93 124 66 60 15 31 35 53 70 39 59 79 42 66 38 73 83 126 150 94 140 150 100 68 22 44 50_ 76 101 5B 85 _112 60 66- 14 28 32 411 64 36 54 72 38 ® 6 z 72 _33 87 78 115 150 129 150 91 72 20 40 48 69 92 52 78 103 55 72 73 26 29 44 59 33 49 66 35 ,D rte. 78 31- 61 71 106 141 79 119 150 04 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 46 61 32 O W� 18 118 150 150 150 150 150 150 150 150 18 70 14D 150 150 _150 __15_0 150 150 150 18 4/ 94 108 150 150 120 150 150 129 a[t� 24 89 1W 150 150 150 150 150 150 150 24 53 iW 121 150 150 135 150 150 145 24 35 70 61 121 150 W 136 150 96 rR a 30 71 142 150 150 150 150 150 150 150 30 42 64 97 146 150 106 150 150 116 30 28 56 65 97_ 129 T2 1W 144 /7 ', 36 59 118 136 150 150 150 150 150 150 36 35 70 81 121 150 90 136 150 96 38 23 47 54 81 108 00 80 120 84 42 51 101 116 150 150 130 150 150 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 92 52 78 103 55 N \ 48 57 44 89 102 150 150 114 150 150 122 48 96 26 53 61 91 121 68 102 135 72 48 144 18 35 40 61 81 45 68 90 48 64 39 19 91 136 150 101 150 150 108 64 23 47 54 81 108 W 90 120 64 64 16 31 36 54 72 40 60 80 43 A 80 35 71 82 123 150 91 137 150 97 60 2/ 42 48 73 97 54 81 108 58 60 14 28 32 49 65 33 54 72 39 _-__._- - ._. _ _...... 4 88 32 64 74 111 148 83 125 150 88 Be 19 38 44 68 BB 49 74 98 53 68 13 26 29 44 59 33 49 66 35 72 30 59 88 102 738 78 114 150 81 72 18 35 40 61 81 45 08 90 48 72 12 23 27 40 54 30 45 00 32 78 27 SS 83 94 125 70 105 140 75 78 16 32 37 58 74 42 fi5 83 45 78 11 12 25 3/ SU 28 42 55 30 a 18 107 1W 150 150 150 150 150 150 150 18 62 125 143 150 .150 150 150 15Mj42 8 45 90 103 150 150 116 150 150 123 8 ~ 24 80 190 150 150 750 750 150 150 150 24 47 94 108 150 150 120 150 154 34 67 77 118 150 87 130 150 93 �i e 84 128 150 150 150 750 150 150 30 37 75 86 129 150 88 145 750 27 54 82 93 124 69 104 138 74 r d ij o 53 1W 150 150 137 150 150 147 36 31 62 72 108 143 80 121 156 22 45 52 78 103 56 87 115 6242 48 92 150 150 118 150 150 128 42 27 53 61 92 123 63 103 132 19 38 44 87 88 49 74 99 5348 40 80 92 139 150 103 150 150 110 48 108 23 47 54 81 108 a 90 128150 17 34 39 58 7787 4664 36 71 82 123 150 92 138 150 98 64 21 42 48 72 96 53 80 104--- 15 30 34 52 69 38 58 77 41 :c_80 3_2 _8474 111 147 ffi 124 150 08 BO 19 37 43 65 86 48 72 960 13 2! 37 4/ 62 35 5269 3188 29 58 67 101 134 75 113 150 80 88 1734 398812 24 28 42 58 31 47 63 3472 27 53 87 92 123 W 103 137 73 72 18 31 38 54 72 47 60 8072 11 n 28 39 52 29 43 58 317825 4957 85 113 63 95 127 68 78 14 29 33 50 (i8 37 58 7476 10 21 24 38 48 71 40 53 28 y i rc p CLIP - .--ANCHOR/CLIP HORIZONTAL MULLION ANCHQR_�LIP NOTES• a Bo cWUING _ 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER z PRoOucT 3 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. J 2. RVP T0- TANTS:A%01%FQR VAJ.•OESIGN PRESSURE Q 3. S5CECT ANOMOR•TYPE•WI4H OEWGN RATING MORE THAN ey cuzlNc �a THE•DESIGNOLOAD� RCQWEE•fbR PARTICULAR OPENING. N � PRODUCTUVi GLAZING GLAZING • ..!!'' ��'""" • gPRODUCT PRODUCT s a4. AI71Y•ANC+ipj CtW4TIaNp tHLynty H"rN MAY COVERANCHOR/c LOCATIONS AT HEAD, SILL OR JAMB ENDS. > ANCHOR/CUP �N 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PIR0n77CTRFv1SGD m ly mg�reh tho Florid-, Wt IN -� HORIZONTAL MULSPALION a q rty TYPICAL MULLLQj�_C��JP_,nRRANGEM_�NTS N •• • 0 ••• • • • • 0 •• • Inn Ill`1 odocRCo of A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM1•DADE AIIA-NU—DADE COUNTY mollull PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wrnv.miamidade.eov/economy 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 maturer, 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 .... �- "`� ;' �: �..:.. �*� �"� I i $fit �a APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizautal Ro11it�.7F1$nge ....;. Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B", &todQ8/11/14, prepared . by manufacturer,and signed and sealed by Thomas J. Sotos,P.E.,bearing the MiamiaD -de CouMty�Pr%duct • Control Revision stamp with the Notice of Acceptance number and Expiration date'by the Miami-Dade ••;•• .0:0 ..... County Product ControlSection. 0: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name orilogo,-it �s�ate, •••• • series, and following statement: "Miami--Dade County Product Control Approved":unipSg othetevise noted ; herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page I and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMMADE COUNTY 4S Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) .••• •• • 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FgC:TAS 202.-04 .' along with marked-up drawings and installation diagram•;of: 8 specimens •••• •. of an aluminum horizontal sliding window, XOX (1/4,"r/T,* 1/4 and 1/3, :....; 1/3, 1/3) configuration, prepared by Hurricane Engineering &: `e•Aing, Fest •• Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10 30.V.,UETI-jQ-3130, ..;..• HETI-10-3223 and HET-10-3225, dated 03/23/11, signed andeealed by CaHdido F. ...... Font,P.E. (Submitted under previous 1yO,Q ffo. 11-0765.10) •, 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2017-94 2) Cyclic Wind Pressure Loading per FBC,TAS:ZQ3*24 •• ;••••; along with marked-up drawings and installation diagram of an aluminum 1-"Izdntal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted underprevious NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) �h� ----� Jaime D.Gas6n,P.E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air 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, signed and sealed by Candido F. Font,P.E. (Subinitted uiidei•previous NDA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 •••• 5) Cyclic Wind Pressure Loading per FBC,TA9203'94 6) Forced Entry Test,per FBC 24113.2.1,TAS;,0�� 4 •; :• ••• • along with marked—up drawings and installation diagram of.S:specimens.of an . aluminum horizontal sliding window, XO configuration, prepsp&i by Fsnestfation Testing Laboratory, Inc., Test Reports No.'s VFL-3097, FTL-3598 sand 000000 TI x3364, ••;••• dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed'% Luis'Mtonio . .. .. .. . ...... Figueredo,P.E. (Submitted urtder,OrW yo. 02-02;7.05) • . . . . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, cohlplyIng wtth;'I BC, • • prepared by Lawson Industries,Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted underprevious NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11A6. -� y^ f Jaime D.Gascon, E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer,dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Sttbtttitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI--10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-305.t-,•)E VjI- 10-305213, HETI-10-3053, HETI-10-3056, HETI-10-307p-HETI-IV2130, " HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-SI25*and W,'1•-10- • 3226, all issued by Hurricane Engineering & Testing, Inc., da"j j(09/10,*03/23/l l • • and 04/25/11, signed and sealed by Candido F. Font,P.E. 0000 0000.. (Submitted under previous NOA No. 11-0705.10) •••• ••••• 6. Laboratory compliance letter for Test Report No. HETIL lb M51, d'ssued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed.4n4:waled by Rafael E. Droz-Sella,P.E. (Sttbutifted ttittler previous ArOA Aro. 11.-0705.10) 0 0 66:6 .. 7. Laboratory compliance letter for Test Reports No.'s HETI;0866-IP33, HET0000I-08-;....; 2034, HETI-08-2035, HETI-08 2036, HETI-08-2037, HETI-08-2038, HILTI-' ' 08-2116A and HETI-0821168, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTLr-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.L", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,F.E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11,201 ' Approval Date: November 13,2014 E-3 A At - — General Notes: y ii 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o qOq REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH �\ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300--02. THIS PRODUCT y - \ IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) \ \� 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING.� v�\ r ro'o •� E" o� a m c U w RESISTS THE SUPERIMPOSED m R OSED LOADS IN ACCORDANCE. WITH THE REQUIREMENTS c 6 0 - A _ OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING o P. ILD OFFICIAL. �.. E \ O C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON o rn ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z r - p CW7 x B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE o o Z R ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 'oM 0- TO.BE REVIEWED BY BUILDING OFFICIAL. XO 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES C7 of TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE o0 ANCHOR DETAILS AND NOTES. ti `1, D. & 01" REFER TO SHEET g3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS (/6, 7 or 8). D, & E"REFER TO SHEET p4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. OfY o 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVH'L, THE I.G. EXTERIOR LITE SHALL BF. TEMPERED. 7.) SEM: SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON '10 or OX" WINDOWS, ® a p "ti e 10.) SEF, SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. 1 W q O o 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 11-+ � 'r" a 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL,& AND ARE APPLIED W/ SILICONE a h 00 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED N (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #'3, 4 & 6 FOR DETAILS oo & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER A 24 SECTION 11.3.3.3. V x 15.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET g 6 FOR MULIION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED m 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 2a 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND N S- ENTIRE MULLED SYSTEM. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl"REFER TO SHE #3 o .. 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, &E"REFER TO SHEET p6 16.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. A Al a v a $ d p E •• ••• •• • • • •• - LLE + NOTES: ox - Un-Equal Lite (1/4-1Z2-1/4) y C N 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. -'~i'�.! 2FOR VERTICAL CROSS-SECTION DETAILS "A,Al, B, &BI" REFER TO SHEET p3 1'ILODIICI'RI:VISBD tS 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E"REFER TO SHEET b6 • wv cumplyiog wfJ�Uin PloriJn BuOdh,g CoJ A 08. '. (" I 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. � • �0:0 •• .0. 0:0 ••: .•. .0. 14 �cepwnco t�o19-~ SERIES-8700 IIORIZONTAL SLIDING IMPACT WINDOW •• •• L`�'"'"° DA" `f2�1 $:,�1'' APPROVED ELEVATIONS ••� ••• %• ••• ••• ^" a Ainmlbade 1 ioJuu(lonliol A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TEST UNIT SIZE: Ill"X 63" * 85 3/8. OVERALL FRAME WIDTH TEST UNIT SIZE:74"%83"------- 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS- 73' INTERIOR FRAME WID7H--- -- (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)6 AT FRAME HEAD TWO ADDITIONAL ANCHORS (l4 A7` FRAME HEAD IF DP ABOVE 70.0) RE AT MEETING RAILS (B AT FRAME HEAD IF DP ABOVK 70.0 REQUIRED AT KEETING RAILS O FOR UNITS WITH OP ABOVE (B) 10 AT EA. FRAME SILL (B)6 AT EA.FRAME SILL FOR lkl[TS WITH➢P ABOVE o A Al +/-70PSF C4 TOTAL7 +/- ''7DPSF(4 TO O q (14 AT FRAME SILL IF DP ABOVE 70.0) u�x 5' (8 AT FRAME SILL IF DP ABOVE 70.0) A Al (C) 5 AT EA. FRAME JAMB 7 t' tt-�75' (C)6 AT EA.FRAME JAMB t4' 4 1/2' - _- 14•J m a,c. 4' )(It4x,q •SEE GENERAL NOTE N3 k 04. ((YOc.o.c I M V+ .C. (AUIf. U •SEE OENF.RAI.NOTE p3 8: p4. -H- � _� ♦— __ � � o 5' •CORN - - 5'A7.1,CORNFRS �' O ..L 1 ) ., 1.1 Wi 1 1 D IhD.L.O. ' 2438 t 243 , AI 1iOlh 3W.... y .11 13 1/4'O.C. 10 3 W n j w u Ll W W b ii n I N ;I ii N W T ti S x E eD�a o X E R A-9 I /1i 4 /.-I==.M 1/4.O.C. i 7 13 1/1.O.C. 13 1/4.O.C. � Cn • � ,� ;, wx � � iv � i i d E z =,f==== j B B 1 I ILL—] � S � 13 I/4'O.C. O, O JIIL w a 0 ANCHOR NOTES. ty O 1.SAME.ANCHOR SPACING AT HEAD 6 SILL- J EXT.L INi.FALSE COLONIAL ANCHOR NOTES W 2.TWO ADDITIONAL ANCHORS REWIRED 1 MUNTINS ARE APPLIED V/ 1.SAME ANCHOR SPACING AT HEAD 6 SlLL E%T.6 INT.FALSE COLONIAL AT MEETING RAILS FOR UNITS VITH V/SILICONE AND ARE 2.TWO ADDITIONAL ANCHORS REWIRED� RUNTINS ARE APPLIED AVAILABLE AS OPTIONAL V/SILICONE ANO ARE DP ABOVE+70PSF/-7SPSf 4 TOTAL) AT MEETING RAILS FOR UNITS W1TM DP ABOVE r/-70PSF(4 TOTAL) AVAILABLE AS OPTIONAL. ; tt1!��E�� XOX" WINDOW EQUAL LITE •'XO" WINDOW I.�I, 'VERTICAL CROSS-SECTION DETAILS'A,At,B,6 Bt'AT SHEET X3 ____—_____FiSED LITE 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,6 E'AT SHEET X5 NOTES. °OX" REVERSED FI TEST UNIT SIZE: Ill"X 83"' ) INSTALLATION FASTENERS >tt 111' OVERALL FRAME WIDTH- — ------ 1.SEE VERTICAL CROSS-SECTION DETAILS'A,AL B,L BA AS SHEET N3 tHj _-'—'-"-"- - 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D.8 E'AT SHEET X4 H (A) 10 AT FRAME HEAD 110• INTERIOR FRAME WIDTH 91 (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REOW(IRNt•(DSAV1lTIEHEDPr q�A1ES (14 T A. FR 31LL IF DP ABOVE 70.0) ' :/-70PSF C4 TOTAL) 5 SERIES-8700 HORIZONTAI. SLIDING WINDOW WINDOW ' •$' (C)(14 AT EA. FRAME JAMB -; '1 — 1Y *SEE GENERAL NOTE x3 a M4. -- ) ' cYA%.°'°� FLANGE FRAMF ELEVATIONS — L.M.I. r � ryERS) 1,• laoz.O.L.o.W,.d AI'' ''n lh = 24 3/s•e - w l q 8 x E ° w / X ii 13 1/4.O.C. g Z z 4 41 —__ -_- =f 1,- 13 1/4'Of. n ti , �; • • • • • • r I\ • E •yl•_• • 'TlrlerTrArJ, • • • • • 13 1 D.C. ~ / ANCHOR NOTES. —-- •• •• A_. • PRODUCT REVISED 1,SAME ANCHOR SPACING AT HEAD 6 SILL • E%T•4 INT,FA E ONI HUNTINS E• • • n4 C°mP1yh%wiD111)n Flodd0 0 J AP ED V/SILJWCAND�tI AVAILArl UoildiOD Code A _/�(� yLS.,a.i 2.TVD ADDITIONAL ANCHORS REWIRED AT • • • • f• TY.r "-• (I- AS PTION L AcceplMwtdO�g V`(Og,14 MEETING RAILS FOR UNITS WITH BP •• • • • •• • • J +��,•• ;Jy ABOVE+70PSF/-7SPSF U TONDTS. °XOX'• WINDOW - UN- UA T ••• •• • • • CsPD4rtFQDDntc ` 1 y.F,,,• I.SEE VERTICAL CROSS-SECTION DETAILS'A,Al,B,6 BI'AT SHEET 03 • •• • Uy, 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,6 E•AT SHEET XS •Aiulilj)adtProduclCbntmi �C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCON W/ 1 1/4' -- STUCCO OVER METAL LATH NAILED TO -B14 S,M.S, W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 ---1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET B2 a FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) a 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY I.AWSON NOT BY LAWSONY INDUSTRIES, INC, A INDUSTRIES) MUST SUSTAIN LOADS IMPOSED —EDGE DISTANCE BY THE GLAZING SYSTEM ro y O a I m 1/4' MIN, a v N o 0 0 eEMHEDMEN c a.d P.. d: ° A' p: b d 2X a'oo A W d P MIN. •,s•�-' fir,• n( Y EDGE ANCE Z rJ+zEll R d o 1/4'MAX, l 1 1/4' t`-1 EXTERIOR GRADE 12 . o SHIM SPACE r� 2X (MIN.EMBED.) ) p dI PERIMETER CAULKING r;' ,�, ttP. 2, 0 t� (TYP.) ','c( ^ r. 44 2. •( N i, i' I i( oIt m O 11 ii i !i l EXT.GRADE PERIMETER 1/4' MAX, ®M -0 C4 15 it 1 CAULKING NOT BY SHIM SPACE or O ! I. 6 'LAWSON INDUSTRIES', ! ! � TO BE APPLIED BY OTHERS (TYP.) r (TY PJ C dl a, O a a I i CLEAR SILICONE ADHESIVE EXTERIOR j fi v I BEDDING COMPOUND p INTERIOR W x = i EXTERIOR INTERIORit w ALTERNATE DETAIL U �H z X LAMINATED GLASS 1! 1 P4 o i 33 w, wm X 14 WOOD FRAME INSTALLATIO.N_-I2FTAIL $ r a n V 6 1it i c. a ( 27 ;, ; WINDOW INSTALLATION NOTES; k 1. THE WINDOW FRANC FLANGE TO BE BACK-BEDDED W/ AN EXT, v 3 it j 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE st' cd 28 ! SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE F. THE EXPUSED EXT. PERIMETER OF THE WINDOW FRAME TO i ray SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIUR GRADE CAULK a SHEETS B4, N5, & B6. BY OTHERS (TYP.) 2 26 • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR O 10 32 MASONRY IS LESS THAN 1/6", SHINS ARE, NOT REQUIRED.26 g 13 Ijl --- ----- ANCHORS NOTE: ANCHORS TO BE B12 SMS OR WD. SCREWS INTO WOOD, OR EXTERIOR GRADE EXT. CRAOC R IFR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., `�py PERIMETER CAULKING -� CAULK • • • i ..s:_: - --- • WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR O� • •• • CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 4n f •S•n •• • • IMAX ,' •MAX, •41HIM SPACE v; SHIM SPACE ) 1 .t A (TYP.) ^ e d.. (TYP.) 1 l/4' MIN. _ .1 1/4' MIN, .- c� EMBEDMENT "4,0 4 EMBEDMENT a' 4, e - PRODUCTR➢VISGD ._.d. d' •�.� as •4 a •° �.d • or complymp wWl t6o Tlondn d'° "• • • • 04 • • • flilditBCol _ ' a e' - ° • 1 1/8i Mi14 • - • s • • - ••• • E➢IE DI3CEI• -• •• • Accerh20 OPTICfR 7Y S/LNANs ' l r - _ Mlnn>f�3atlol+nducl Cunnul �6 ••• • • • • ••• • e • • • • • • • • • • • •• •• • • • •• •• --1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG, OFFICIAL (TYPJ a BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON h p a INDUSTRIES) MUST SUSTAIN LOADS IMPOSED o INTERIOR FINISH13Y THE GLAZING SYSTEM C A (BY OTHERS) 1O y z ;7) 00 I h U .PT. WOOD BUCKS < y, _ 21 MAXMINATED GLASS o it q P. r I/4• X. 33 SILICONE ADHESIVE d. o #14 S.M.S, W/ 1 1/4'---_- - + SHIM SPACE 1/4' MAX 3 t<.M_. TYrJ BEDDING COMPOUND SHIM SPACE d h W MIN. EMBEDMENT INTO WLTT z> (SEE ELEVATION Al SHEET q2 INTERIOR (TYP.) z O FOR MAX. FASTENER SPACING) 2X ] 17 34 5 27 3 ' OD 3 a ti -1/4 TAPCON W/ 1 1/4' � f a 1 1/4' MIN "- MIN. EMBEDMENT INTO CONC, z to m o EM ENT - -- _ - .(SEE ELEVATION AT SHEET M2 o 14 - FOR MAX, FASTENER SPACING) IX d..o... . -- � a O P 1' MIN. --- ---- - o EDGE 18--- .d O v DISTANCE ff4<t<<(E<tEEK<{1««« 17 8 11 _ EMBEDMENT O (1ffEfFffff2(««<(<!< ;hSSs»�»wr`.�•�a�>+�Y _-- -- ------ --------- ----- � '�0 1 I/8'SIN. � � O EXTERIOR WALL FINISH - ; ;;'d Ell[. 7ANCE m A 111 BY OTHERS (TYP) 28 14 L<' 4 EXTERIOR 18 19cj 00 EXT. GRADE4. ,d N -� T STUCCO OVER HETCAULK m AL LATH NATLED TD --- D _ •=�': E%TERIOR GRADE PLYWOOD SHEATHING E%T. GRADE PERIMETEREn TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS) •LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES, INC. TO BE.APPLIED BY OTHERS ]3' MAX. " <TYP.) --- -- WINDOW FRAME BUCK WIDTH -- 74' MAX. . WINDOW FRAME FLANGE WIDTH----- ----- --- „ INS '•XO•' WINDOW EQUAI• LATE s ( "OX" REVERSED ) O WIMIY_INSTALLATION NOTES 30 31 ( 'XrF 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, z z 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE q -- BY WINDOW INSTALLER (TYP.> a 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO = EE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK ?^ BY OTHERS (TYP) 22 21 • WHEN TIk CAI•fl91'WEEN 911E WINDOWFRIIAfE.�A.VID THE BUCK OR rj MASONRl'•13 LESS T N1.8., STMT All NtI• 1QUIRED. P`4pt*IIF tr.;r ANCHORS NOTIi • • • •AEA !•• n••'•• AN HC 0 SR •TO BE•I<i2 SMS•OR LTD. SCREWS INIU WOOD, OR LACK (LATCH AND_SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC„ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ^� 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC (REF TO LOAD TA OR QUA TITIES REQUIRED) I'RODUCTRBVISOD I° LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. • • • � f - c�•s.� Ut complCog wflh Me Hlorida -� 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED • • • • • • • • • 11 A"eptL Code ii O O •�} na pronto No_ 1. FOR (S) ON ALL WINDOWS, •• • • • • • •• • • rxpJrAHonty,�m 1�19�1 3. TWO 2 LOCKS ARE REQUIRED PER EACH VENT. ••� �• ••• �• ••• ••• .-�-j �a J f�+ '!�iw i Aiaml bade 1'mil l Conlrol q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • # # + 1,ressures a WINDOW Jamb H&S Glass T e"A" (*2) Glass T e'B" ('2) Glass T e"C' (*2) Glass T e o "D" *2 Glass T e"E" *3 >!q r g 0 WIDTH HEIGHT Anchors Anchors +psf -psf +psf -psf +psf -psf +psf -psf +psf I - sf =* a 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 M o y o 0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N a o w w 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 09. N 6 0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z r R w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �W= o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a l o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 S 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " " 0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 00 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ® z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 _ 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 UI o a a 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W 0 ,�� 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U Q 00 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - N a 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 `�z 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 I�\ 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 $ 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g� 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 & 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.6255 6 5.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 d 74 50.625 5 8 MARK GjYM 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 26.5 1 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z z w 37 1 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 26. 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 6 4 65.0 65.0 65.0 -70.0-- 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ��►��++�+rl 6 6 65.0 65.0 • 70. • • 0 • 70.0 80.0 80.0 80.0 80.0 ��y *...a3y1., 6 8 65.0 65.0 r+ 65.0 • • • • •- • Notes * 1.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. • • • • nIY(ng wllh Ow vimid 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW . I'Beck (WINDOWS WITH GLASS TYPES "A, B. C, At D-) L RISER - OPTIONAL 1V1O0 APPLIED WITH SILICONE gg 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP > //� d 4a� (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. FUR OP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • � �~ • lfDnOa l'o�� anli j (+80.0 DP MAX.) WINDOWS WITH DP 4.) WINDOWS WITH GLASS O( TYPESA, COVE 70.0. E OR GVION AT SHEET 2 OF O) • IN0 STALLED ABOVE FT. • • 2n' \\ _ �/ / r+r1) `r IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. • • Llt • *,,;�^;,; A ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Lite 1/4-1/2.114 +/-Pressures s y o Y FRAME SIZE #Jamb #H &S Glass T e"B" *2 G lass T e"C" *2 Glass Type"D" "2 Glass T e"E" *3 k t41 *T F': "3 G lass T e"G" *2 0 WIDTH HEIGHT Anchors Anchors + sf sf + sf sf + sf sf + sf sf d gr, + sf sf e a 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 M y 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 7o 5.0 65.0 75.0 52.0 52.0 65.0 75.0 o d o 10 80.0 800 800 800 ti ey w 96 24 3 . . .0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 0. 80.0 --8TO- 8052. .0 65.0 75.0 65.0 75.0 52.0 0 65.0 75.0 3 4$ y o 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 75.0Z w w U A Z 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 o m= x 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 a o 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 0 c 108 36 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 rn o 60 48 4 7 70.0 75.0 70.0a 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 a 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o N 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 fQ o a 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x S 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z 108 60 1 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o `" 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.075.0 52.0 52.0 65.0 75.0 U) w a 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0z 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1" 79.5 26 3 952.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S 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 dg 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $_ , 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r 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 w 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 a 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 106.25 63 5 11 52.0 52.0 1 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 �a 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 f 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 Ill 63 5 11 52.0 52.0 ••6511P• •75.0• • 65.0•• 75.0 52.0 52.0 65.0 75.0 DUCTRE •�`� U3 `' mllywg with the Flodde 'O0,.•• ` Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Na' pt-lnn Do¢.114 J �1 S ca /J u 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW "� - (WINDOWS WITH GLASS TYPES "A, B, C, & D") �� rW 13ailolc6dun C.on20 S LL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP oci I \ APPLIED WITH SILICONE eV (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. • a '� I l FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • �" l 2 l • \a- y C+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • i`qt INSTALLED ABOVE SOFT. 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" i IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. •• ;.,:; A. ;; (i - , �L' +f" ~F ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-1/3) +/-Pressures(Psi) 0 - FRAME SIZE #Jamb #H&S Glass Type "B" (*2) Glass Type "C" (*2) Glass Type"D" (*2) Glass Type "E" (*3) Glass Type "F"(*3) Glass Type"G" (*2) o a WIDTH HEIGHT Anchors Anchors +psf -psf + psf -psf +psf -psf +psf _psf +psf psf +psf _psf M 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 ^m E- 72 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° M � 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0i R w . c� 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 zA 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00a R 60 48 4 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0 0 72 48 4 952.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 84 48 4 952.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 oto 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " a z H a o 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a 53.125 38.375 4 6 80.0 80.0 1 80.0 80.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 a x s 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 a o 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �i R 1 a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 `�j Q x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 74 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M 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 a 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - 52.0 1 52.0 • 6.5A .75.Q 065.0.0 75.0 i 52.0 52.0 65.0 • w v a w • • • I'RODIJCrRRVISBll "i' R f}j`v.t'' • • • • • •• mwuy>IylugwnNIM Pbllde ' • • • • • • 9"ndingcodo �^�) Notes(*�: l.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. •• • • • • • AccephmceNoFFTSJ-/ 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D") ��\ \\� %�� D5'�.t`"`�'--?"^�' SILL RISER - OPTIONAL 41 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP `\ '-�\ / •niam�1Jndal'odtld duirn1 20 c ',a �� ! APPLIED WITH SILICONE y _ (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. • •• \• •i i /f • I I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • :� • I 2 IC+B0 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) •• • • .0 DP MAX.) a k7I 4.) WINDOWS H HZ THE SLG.�EXTER EXTERIOR SHALL BE INSTALLED D.30FT. ••• • • •• •• \\ - // ��Iltt�su t+ :�°�`j" F XOX -Equal Lite d Gl ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • c1 x 12 X 3/4's.Ds. HS-0700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS, -- -34 SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET/2 ITEM / PART/ REQD. DESCRIPTION REMARKS K p 't MULLION TYPE,SIZE AND LU%. FOR MAX.FASTENER SPACING •SalcanE OPnaxs•� DESIGN PRESSURE LIMITATIONS. BP TABLES F'UK pUANfITv) I L-7703 1 FRAME HEAD 6063-T6 ALUMINUM _____ -- - DOW CDRNING 899 (ALUM. 0.078"MIN. THICK) ----- - -- - - U)10p 4 SCHNEE-MOREHEAD 5731 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM _ e y TREMCO SPECTRUM 2 0.600' --- _ 3 L-7701 1 FRAME FXD JAMB . 6063 TG ALUMINUM 'Q w I u 11 OTE:THE LOWERPRESSURESOF'- - INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063 T6 ALUMINUM ' E WINDOW OR!ALICE SHALL GOVERN� _ -- _5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM ' 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM - 7 L-8703 l FRAME VENT JAMB 6063-T6 ALUMINUM Z _ B L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM z LAMINATED GLASS COMPOSITION - TYPEDr=T 9 L-8702 1 FRAME SILL TRACK __ 6063-T5 ALUMINUM a wQQo :. s.-a. ... _ ITEM OIA88 DtBCRDPF10x DBT1O. LVIINArt D68D'RIPFIOx � '� � - 10 L-8705 1 F'NAME SILL RETAINING CLIP 6063-TS ALUMINUM rn '- ____... —_ _—_ _-__..._. o 708 AS REQ'D. GLAZING BEAD 3/8' 6063-T5 ALUMINUM D. FRAME 1 1/8 HEAT STRENGHTENED GLASS pTATPT B EXTERIOR GRADE 1WNOOW FRAME 13 F'S�040 AS REpD, INSTAL ASSEMBLY SCREWS WS_ R84 SMS F.H./PH PHILLIPS O P 0090 PLASTIC INTERLAYER _ 006 AS O _3_ 11/8'MEAT STRENGHTENED GLASS na4P PERIMETER CAULKING '�` I1+' LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR U L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 z 0'I Ouse DBeREN614 x DttlW uluNAtt netcRle77ox IS PWS-003 AS REQ'➢. FIN SEAL WEATHERSTRIP .IBT w x .230' h _ CE2� FRAME MULLING DETAIL Q' --------- t i/e'HEAT-STRENGHTENED GLASS SAFLEx/XEEPSAFE 16 PWS-005 AS REQ'➢, FIN SEAL WEATHERSTRIP .107' w x .350' h P 0.090'PLASTIC INTERLAYER -- Bye'—.IIA' 17 PVS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x.310'In l 1 a 0 3 1/e•HEAT-STREN6MTENED GLASS naa� !� 4 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM __ If) o SEE MULLION APPROVALS FOR 19 PWS-001 AS REO'D. PILE @GLAZING BEAD .187' w x .150'h MULLION TYPE,SIZE AND MAX. DESIGN PRESSURE LIMIIATIONS. 20 L-8706 AS REQ'D, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL �H Ix q NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM O 0 THE:THEWINDOW OR MULE SHALL GOVERN 1/4' MAX. / 12 S.D.S.X 1 1/4"L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON SHIM (SEE ELEVATION AT SHEET#2 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL N k' W INTERIOR FOR KW.FASTENER SPACING) -'-'— ------ 13 E lg 18 .S7 24 + 2 SILL/JAMB JOINT GASKET 1/16 CLOSED CELL FOAM W 6E _- ---_.-_ ��111 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #B X 2 1/4' P.M.- -- H/ y a --34 26.1 HC-044-1 2 WEEP FLAP A BAFFLE 4�— TRENCO •SILICONE OPTIONS'. 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2 X 1/2'XDW CORNING 899SCHNEE-MOREHEAD 5731 27 HC-040-1 2 SASH ROLLER 6 HOUSING33 SPECTRUM 2 - GLAzI DEPTH 28 HC-026-1 I SCREEN FRAME 6 MESH INSULATED]AMINATED GLASS COMPOSITION TYPE A 29 + 1_ ATTACHMENT SCREW @ CLIP 08 X 5/8' S,D.S, a de IPB11 DLr88 OteCRO'770N �'� IAMMA'TM DRSCRIPIION lSC_ 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 1 1/8'ANNEALED GLASS --- 1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL w R 0.0"'PLASTIC INTERLAYER _---- -'--- t L�• SAFLEX PVB PERIMETER "'WIND01'f FRAME NOTE: m 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 3 1/6•ANNEALED GLASS ?='T1- Bp•soLUrlA• SFAANT I.ALL STEEL IN CONTACT WITH --- ----- v w 4 1/4•INSULATED AIR SPACE I�I EXTERIOR ALUM.TO RE PAINTED OR PUTED. 33 + 2 LAMINATED GLASS See Detnits B LA,aF sheet 9 a y O e ----._-L—_- ow 2.METAL STRUCIURES: 34 ■ AS REQ'D. GLAZING SILICONE. See Details @ L.H.OF sheet 9 u v S Ire'ANNEALED GLASS CO—b) a A)STEEL Fy 36 KSI MIN. -'_"-'---- _. .. .._..._. 35 OPTIONAL AS REDID. COLONIAL FALSE MUNTIN ALUMINUM z �y (STEEL 18 GA.LAIN. THICK 0048') u x INSULATED LAMINATED CLASS COMPOSITION TYPE C _ . - - --' -- — --- g B)ALUMINUM: 6063-I5 ADN. 36 SMM-550404 AS REQ'D. JOINT SEALANT ■ Y m' RBI] GLASS DMISI TIOx ® DBTAO.__ WIINATt DYeCR1PRON .— .. _.__...— (ALUM.0.078"MIN.THICK) 37 + qS REQ'0. PERIMETER ACRYLIC CAULK O 4 O I 1/8'ANNEALED � SI POLYSEAMSEAL P 0090'PLASTIC FUSTIC INTERLAYER � I— PVB E 1 METAL STRUCTURE_ATTACHMENT DETAIL _.__.._ 3 1/8'ANNEALED GLASS =� By,'pJPONT• 4 1/4'INSULATED AIR SPACE 5 1/0'ANNEALED GLASS(r) uw ._.__.__-_. -. !• ••• • • • • • •• LI1l ill i'7 fI,. INSULATED LAMINATED CLAS3 COMP09ITION TYPE G • • •• • • • • • DOM 0TA88 DBBCRDPTION DAl'Aa WIIHATt DtepOPTION • •• • • • • ••• • `� 1 1/8'HEAT-STRENGHTEMEO GLASS _ _____1 • • • • • • • • • J 'n P 0090•PLASTIC INTERLAYER @ PVB 3 1/8•HEAT-STRENGNTENED GLASS Bye'DUPONT' 4 1/4•INSULATED AIR SPACE _ b z 46a1 N PRODUCT ItSVISDU 5 1/8'ANNEALED GLASS(0DR u(n' OS Wl 1Y111B WAIL 1110 Florl(ID • ••• •!• • • • • • • HAing Caa. (r)W1 BOWS WITH GLASS TYPES'A,C,OR G•INSTALLED ABOVE 3OFT. ••• ••• • Du l AccePltmce NO yy 1 IN THE HVHZ,THE I.G EXTERIOR LITE SHALL BE TEMPERED. ! • • • • • • • • 06FO } •• • • • • • •• • • EYplrrtion TIBIO IS GLAZING DETAILS AND OPTIONS •'• • •• IS 'i;TGil N1)ortio&Amlil , Q • • .! •. • . . .. .. ... . 0 . 000 0 0 FRAME HEAD FRAME FIXED JAMB SILL TRACK FNAME.JAMB O L-7703 12�— L-7701 L-8702 'T o i O \ FRAMF..TOP,QORNER A .093 X750 .06E ( M� lyil �+ o H d o 2413 I .811 SILL RETAINING CLIP I 4 3 v —,062 L-8706 I I Is Z w 6 k CWh q 2.631 FRAME HEAD J Z 1 O VENT TOP RAIL = 4 1 O ao�a ti � o 1.139-�I FRAME JAMB p I FRAME SILL FRAME VENT JAMB A Z 0 L-8701 L-8703 L,6.6E ti 0 08 O O 111._ L � —. FRAME BOTTOM CORNER FRAME MFmuc RUL ®H rq VENT TOP CORNER Ci 237, VENT SPRING LATCH �\ FRAMF C� o _N d —.062 —.062 L O 9 A62 `\ Q'. q 21 ( \ W 24,3 .Ym JAMO.RNL �\ ~ x 0 o 1.233 U C. C. VENT LOCK 1 N VENT INTERLOCK RAIL FIXED MEETING RAIL � ES v 4 VENT TOP BOTTOM RAIL 5 dg L57705 L-7704 L-7707 TOP/ n FRAME SILL / MEETING RAIL �A62 O VENT BOTTOM RUL 1 IIiABE.�ILL r N � .062 0 2,06E 2205 1375— VENT BOTTOM CORNER o e ay .078— M D 670 1.50 1 IL .062— — 1.165 m Q L67s-I FRAME & SASH CORNER ASSEMBLY DETAILS ¢ VENT B RAIL SILL ANCHOR CLIP SILL RISER �` 7 L-7708 L-8830 •• C&AEINC•BEAD ADAf'TBR •• 111 111111+1 O GLAZING BEAD • L-7141 ••• • •—6706 : �,�� .s 32 L--7700 • 16 • • • • • •• �:' dB5 1-.091 11 •• ••• •• • • • .500a,V N G s„� I 4 1n IA50 I-T T- .050 .950 ,050 PRODUCT R11VISwnrydyiog BD - ' .�. • • •1250 • ns x'IW the l'Io1iJn o v�Q�.�-. 2.791 • • • • • HnilAhlO Code/�.�n �i ^/( �"� .773,• • • •—.1,73+ • —x.09 Ii imtlou D�lc„ `_. �j� 0.','i f/Qfllltl 11%�� ..F 7i.nd J,do Produce CoNrdl'. q ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA Rom, A PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomv Lawson Industries,Inc. 8501 NW 901h 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(AHI). 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 jurisdieQon. 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 buildingvuVe. • This product is approved as described herein, and has been designed to comply witi►•t?lg•?Iorida Bdildlhg •••••• I RV :.. s.. 0"vl ZIP, .0000. 0 00000 APPROVAL DOCUMENT: Drawing No. L42004200-1201, titled "Series-4200&§2B1 Flange#Fj%ne ••:••• Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision"X•dated 081'1$/14, ... . prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing tha M10holi-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration dattob):the .•o 0 Miami-Dade County Product Control Section. 0110 0 •••••• 00 0 0 000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically-terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.'& M1AMf•DADE COUNTY i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200-6200--1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, 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 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/l2, signed and sealed by Rafael Droz-Seda,P. E. •••• •••••• (Submitted under previous NDA No. 12-0307.06) "'• • . .. .. . ...... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201- . . 2) Cyclic Wind Pressure Loading per FBC,TAS 2Q..3.;.94 ;•••• along with marked-up drawings and installation diagram of a reataxgNar--,a circular ..... arch- and an elliptical arch fin-flame fixed window, prentd: by Pmlicane •• ••• Engineering & Testing,, Inc., Test Reports No.'s HETI-09-2ti'14',*dated 01/04/09, " HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 0711(1060,:1AETI 0912584, .0.*-* dated 07/10/09,HETI-09-2582, dated 07/10/09, HETI-09-258Q and dated:"/1V09, • • all signed and sealed by Candido F. Font, P. E. .. ... (Submitted under previous NOA No. 12-0307.06) •• • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-tip drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI49-2579, dated 07/10/09, all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12-0307.06) 4. 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 rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 1 Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz--Seda,P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Ing., TCst Repruf 4b.'s .••••• HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/0VQ%both signed and 00 sealed by Hector Medina,P. E. •••••• •• 0.0.00 (Submitted under previous NOA No. 02-0701.01) """ • 0000.. 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201 0.4 g• •••:• ••• 2) Cyclic Wind Pressure Loading per FBC, TAS?A-94 .. . .•;••• along with marked—up drawings and installation diagram of a rootangular--,a eircular ....•o arch— and an elliptical arch fin—fame fixed window, prVM:t by Hulticane •, Engineering & Testing, Inc., Test Reports No.'s HETI-02—P158, dated:(VAU02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02;11/'002.- all si&n�q jand ;••••; sealed by Hector Medina, P. E. •••• (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). G; Jaime A Gascon,P. Product Control Section Supervisor NOA No.144908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129,27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. 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. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida,.dated 04/11/14 and filed at the Secretary of State. •••• •..... 3. Statement letter of conformance, complying with FBC-2010, issQ6d by maratlMc'turer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. •••: •' """ (Submitted under previous NOA No. 12-0307.06) •••••• 4. Statement letter of no financial interest, issued by manufacGer..'dated:01702/12, ..... signed and sealed by Thomas J. Sotos, P. E. 06:99: •• • ••••• (Submitted under previous NOA No. 12-0307.06) " ' '•'••• 5. Laboratory compliance letter for Test Reports No.'s HETI-09.effl4,:dated 097Q4/09, % HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/1Q/09,.HETI±.-W-2584, . dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09 2580, dated 0741®/09, HETI-09--2613, dated 09/04/09,HETI-09-2611,dated 09/04/09,HETI 09-2585, dated 07/10/09,HETI-09 2581, dated 07/10/09 and HETI-09-2579,dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. -12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11--3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0302 06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime A Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 R SERIES-4200_x_,.6200 FIXED IMPACT WINDOW - FLANGE FRAME APPROVED WINDOW ELEVATIONS MR.IMPACT ,k I o o a s xCOWS ~ N WINDOW HEIGHT WINDOW O v n n WINDOW HEIGHT 1— ' '- X, 'J OJ O O LEG Hi. -'1' _ o C N 9 �WINDOW IDTH ._. _._ ,.� 9 "lyl 2 2 a Z DO N L WINDOW WIDTH WINDOW WIDTH v y R O TART R–R MD ENATION HAf F–ROUND lYP AI ENATIONx ` '` PRODUCT REVISED `,4r, 0 FI ARCHED PICTURE WINDOW cam- os conlplylug WNI11110 Plorids Z) N HuI gCode m Lmepton o cam➢ a fi IT1 T Weml Ode Produu COIIIiO U WINDOW HEIGH ALSE COLONIAL N WINDOW WINDOW HEIGHT . 1 APPLIED W/ /� O ___ ,: •,; "' "`H.,,�, If AND ARE -�, 6 r�A„A h OPTIONAL. O L__WINDOW y vmTH WINDOW WIDTH WINDOW WIDTH GLASS TYPES: E, F, J. K AND L. - SEE U) DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT 1 W q Q HEXAGON TYPICAL ENATION aECTANGULA?TYPICAL ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. SOUARE PICTURE WINDOW I EVArIQN MIAMI-DADE COUNTY APPROVED � I ------ SHUTTERS NOT REQUIRED (y V a General Notes: �] WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS A P: — WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE pq L�HT. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. ioDiH (SHUTTERS NOT REQUIRED) FULL ROUND TYPI..1 IFVANON �WINDOv WIDTH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 1 m WINDOW WIDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE. WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. :0 EECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES `" ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . F 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ` _ ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. a WINDOW HEIGHT WIN 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND NE 7 -A WINDOW NEIGH FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; z L ULEG Hr. (SEE SHEET X13 FOR GLASS TYPES AND SHEET #4 FOR MAX, DESIGN PRESSURES). 5.) WINDOWS WITH GLASS TYPES -B, C. F, OR G° INSTALLED ABOVE 30Tt. IN THE HVHZ, THE WINDOW WINDOW VIDTN I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT' WIDTH - 14, Section 2411.3.3.7 #i LEGGED EYE BROW EVATN)N RESISTANCE REQUIREMENTS S (WINDOW WIDTH Q ). OVAL Twlr.l EVATION •• 7.)�OR OPTIONAL INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-RD IND EVATION • B. EST.* WT.•FADE POWNIJC EUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE `gUDIII1NiAi — ----- •• 9.)4 OD RMX,9 INg CMTACT gnTH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED ��C # a3�1 Y�Ri, • ` Y 4rHfRS= P110f�j WINtgW INSTALLATION. (SEE SHEET p2 FOR DETAIL & NOTES) Oyu ��''y��iii ALLOWABLE LOADS FOR ALTERNATE •• ••WOOD BUCKS�0 BN A*CHOIAED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, m •••u. 4•;��. i SHAPES AS SHOWN,CAN BE VERIFIED WINDOW HEIGHT _ 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. N O% , BY INSCRIBING PICTURE WINDOW SHAPE ZZ,T WINDOW HEIGH WITHIN A SQUARE OR RECTANGLE,AS 11.) MULLING FD D WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS '^' m SHOW IN DOTTED LINES AND OBTAINING USING M DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE 'N WINDOW ALLOWABLE LOADS FROM THOSE • ••• LO SI PRESS L�''R '�fE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ••o v, `. WIDTH SHAPES PRONDEO PERIMETER • • • EN'1'I U SY$TE . WINDOW WIDTH FASTENERS ARE AS DESCRIBED HEREIR • FOR SIZE AND SPACING. •• 1k.) 91iE SWEET M•5 FOii ML"ON;MjTAL ATTACHMENT DETAILS & OPTIONS. 'y� . O e� OCTAGON TYPICAL ELEVATION 'ELLIPTICAL'TYPICAL EI TVATIOIJ ••• ALL EI, IN CO C'P WRH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE P qI {t �• • 0 PAINTED ORA AAU SHALL•MEET THE 2010 FLORIDA BLDG. CODE. AITFIIlIUI t A 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r f NN S.M.S.W/ 11/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT WTO WOOD. L TO BE REVIEWED BY BLDG.OFFICIAL(TYP.) (SEE ELEVATION AT SHEET Nl f T ? ) "t + Gl (A FOR MAX,FASTENER SPACING) v MAX INTERIOR A o o `) SND SPACE OIiERiOt FINISH _ _ I'MIN. �" h S w Y" �' � NDT BY LAWSON INDUSTRIES INC DGE DISTANL 10 ..'_ .... .... ....._............ EXT. GRADE i ). , tY • 0 1O U Q CAULK 2% 6INST-ILLER GRADE BACK BEDDING E APPLIED BEHIND mss' Y P I o Q Z O U O WEATHERPROOF OV FRAME FLANGE BY F- MBEDM - y,.,d,f N MOISTURE BA IE (TYP.) .. Yi r ; « Yx DD S 0_ R N BY OTHERS(TYP. &�flC)PyB � O _ i. O N EXI. GRADE iv..v.,vYYY .eiar«.wxe+.'«(.r >wvavAvr/w».wn.WA»A4 - CAULK s & R '« 'k• �, S+ r "2' y Z EXTERIOR .s I �" / �' '� ' n s }. e p '�2y^5�` �f;.<,r' '•:".7•(j1,} E%T.GRADE PERIMETER CAULKING NOT BY LAVSIIN INDUSTRIES'. (T HE APPLIED BY OTHERS Y= .q�� C1 1AY8 TTPJ �J A< W�IYW RMAR iU Va4 �T}µ b 6 t'MIN, R14 S.M.S W/ 11/4' O ZSTUC�OERTALLAT.NAILED TD DGE DISTANCEMlN EMBEDMENT INTO VOOD EXTERIOR GRADE PLYWOOD SHE THING (SEE ELEVgTIDN AT SHEET NI " TO BE SPECIFIED BY ARCHITECT OR G.C. �.;kFN I �+ FOR MAX,FASTENER SPACING) a (EXTERIDR FINISH BY OTHERS) ;., $N+ M 14 NOT BY LAWSON INDUSTRIES.INC. — W EXT. GRADE W > OO,D FRAME INSTALLATION D TAI CAULK � MIN. �� a� � 1 0 EMBEDMENT ^ �] ,7 �T+ rA 4�r�� 2 lJ §Z9, „, � � sm r a s d WINDOW INSTALLATION NOTES• II 1/4' MAX 1. THE WINDOW FRAME FLANGE TO BE BACK BEDDED W/ AN EXT, SHIM 1=;ay f ! T t. �r�"��y +•";; E GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE TYP BY WINDOW INSTALLER (TYP) 2. THE EXPOSED EXT PERIMETER OF THE WINDOW FRAME TO 1 1/4.M • ••• • • iF a-3,�,,. „'`' .r* ry` \\pBNNI►p► BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK DWI : ••: +” «kr} 'F `,.{4 z k \\C 'DI de --;P BY OTHERS (TYP) iB'�r. ,:'nT as !`+ • •.•,�/..�i • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE • •• •• -" ski k � A)',it, n�•. ..LL O• }:W�� MASONRY IS LESS THAN 1/8-. SHIMS ARE NOT REQUIRED. CAULK _. y� >t egg 3r ANCHORS NOTE: I BY OR z BY ,� Su ~` ANCHORS TO BE 812 SMVODD BUCK S OR WD. SCREWS INTO WOOD, OR • ••• • '' v�+,' ► ( .;� 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • • • • • F a� Mit,'y,. a s y{U WITHA MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • • • r yo 4 ^ CONC, AT 12. O,C, MAX. •• • • • ," y ,,�.. * w -a, M : A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAMINATED INSULATED GLASS COMPOSITION TYPE B 18 LAMINATED GLASS COMPOSITION - TYPE A SILICONE 5 ITEM DESCRIPTION DETAIL -- SCHNEE-MOREHEAD SM 5731 I7 ITEM GLASS DESCRIPTION DETAIL DOW CORNING 899 1 1/8' ANN.GLASS 1 _ l� 1 1/8' ANNEALED GLASS ,1/ _-_-: TREMCO SPECTRUM 2 Q 00 2 0.090' SAFLEX PVH-SDLUTIA ® ve• a 2 0.090' BUTACITE PVB-DUPONT z 3 1/8'ANNEALED GLASS �' ., � 3 1/8' ANNEALED GLASS (1}' 7 o,a�o '�a0 In w.r 4 1/4'INSULATED AIR SPACE ' 1^' 5(.) 1/8' ANNEALED OR TEMPERED GLASS __5716 5 1 LLAMINATED GLASS COMPOSITION TYPE D B - LAMINATED No T A o ITEM GLASS DESCRIPTION DETAIL I MONOLITHIC m O N v> LAMINATED INSULATED GLASS COMPOSITION TYPE C DESCRIPTION I DETAIL 1 1/8' HEAT STRENGHTENED GLASS r R Fa 1 1/8' ANNEALED GLASS J- 2 0090' BUTACITE PVB-DUPONT -- GLAZING STOP w o ITEM O U F ane• - 0 CIRCULAR WOWS. _ A d O 3 1/8' HEAT-STRENGHTENED GLASS 1 2 0.340' N W= P•i N 2 0.090' SAFLEX PVB-SDLUTIA I ® lu• e»r ao 3 a 3 1/8'ANNEALED GLASS 1J_ TT-1 ie�^ 13 32 LAMINATED GLASS COMPOSITION - TYPE. E LAMINATED LAMINATED 4 _ a qzN 4 1/4' INSULATED AIR SPACE T --- MONOLITHIC MONOLITHIC d m 5 U) 3/16'ANNEALED OR TEMPERED GLASS I ITEM GLASS DESCRIPTION DETAIL x C 1 3/16' HEAT-STRENGHTENED GLASS ° ,/s• -_.:_ -__ LAMINATED INSULATED GLASS COMPOSITION TYPE F C 2 0.090' SAFLEX PVR-SDLUTIA - DETAIL ITEY D69CRIPTTON 3 I/8' HEAT-STRENGHTENED GLASS 1 340e U 1 V8'HEAT-STRENGHTENED GLASS , .1 0.600•—I 0.e0o•--�— ®IH 2 0.090' BUTACITE PVB-DUPON7 GLA7ING DEPTH GLAZING DEPTH o• 3 1/8'HEAT-STRENGHTENC1)GLASS y O Q 1/4' INSULATED AIR SPACE 5"(*) 1/8' ANNEALED OR TEMPERED GLASS T I 2 w N LAMINATED- T+ LAMINATED INSULATED GLASS COMPOSITION TYPE G I' MONOLITHIC 7 18 LAMINA w SILICONE OPTIONS" �1 V N ITEMF3/161 DESCRIPTION DETAIL � - -- DOW CORNING 899 V) w d' TED GLASS COMPOSITION - TYPE I SCHNEE.-MDREHEAD 5731 a 1 EAT-STRENGHTENED GLASS 3/16. _1 - _ _ 2 BUTACITE PVB-DUPONT O ITEM GLASS DESCRIPTION DETAIL TREMCO SPECTRUM 2 n 4 1/4' y'jy. 3 EAT-STRENGHTENED GLASS "- ema _1 3/16' ANNEALED GLASS =Q I 0,600•—� ve• _.__._ I 2 0.090' BUTACITE PVB-DUPONT ane• GLAZING DEPTH ~ 4 NSULATED AIR SPACE - -__._.� _. _ ( fn 5(-) ANNEALED OR TEMPERED GLASS I 3 3/16' ANNEALED GLASS - 1 - -1 N O LAMINATED INSULATED GLASS COMPOSITION TYPE L7 18 LAMINATED GLASS COMPOSITION - TYPE J LAMINATED/MONOLITHIC GLASS ITEM DESCRIPTION DETAIL . o c $ 1 3/16'HEAT-STRENGHTENED GLASS _._. ITEM CLASS DESCRIPTION DETAIL TYPICAL GLAZING DETAIL H ' 3/l6' 1 3/16' HEAT-STRENGHTENED GLASS a! 2 0,090' BUTACITE PVH-DUPONT ® 1/4• 2 0.090' SGP-DUPONT a 3 3/16' HEAT-STRENGHTENED GLASS vu• -= 3/16' 3 3/16' HEAT-S TRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE __ O v 5 3/16'TEMPERED GLASS ��' ��-iii'i11i 7/16" LAMINATED GLASS COMPOSITION - TYPE_K__ Notes: 1.) SEE SHEET 4 FOR DESIGN [.DADS LOAD CAPACITY TABLES. ITEM GLASS DESCRIPTION DETAIL y F z 81 jIE 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED 1 3/16' HEAT-STRENGHTENED GLASS 3/16' _ ; ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL, 2 0.090' BUTACITE PVB-DUPONT x•090 ° BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT --- ane• _.cc,_:=1i, ..___...--- RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 3 3/16' HEAT-STRENGHTENED GLASS 1 6 • • •♦ \\\\11111111//01� 'SILICONE OPTIONS' ` • • • • • • • • • 0 a b •• ••• •• • • • •• - -_ _= DOW CORNING 899 N O O Lf N - , = SCHNEE••MOREHEAD 5731 O, TREMCO SPECTRUM 2 - - PEonucrlil:VlslaD o LFi 12 E � co LAMINATED LAMINATED • s•• • ••• • • �%2npg',"Cbda uh llm Plolid, �. a' INSULATED Ob W," INSULATED I_06�,_ • • • • • • • • • • N- "GLAZING DEPTH GLAZING DEPTH •• • • ••••• • • • • • l/ll 1\\\LAMINATED/INSULATED GLASS TYPICAi G INGDETAIL ••• • • • •• • 6e�i,�a�l c�1„I a a • •• •• • • • •• •• t 4200.6200 FIXED IMPACT WINDOW MODULAR SIZES CHART -DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY-PSF WINDOW DIMS.I GLASS TYPES WINDOW DIMS. GLASS TYPES y i WIDTH LENGTH A B C D E F G I J K L WIDTH LENGTH A B C D E F G H I J K L _-_ N. n. /-DP N-DP +/-DP +/-DP +l DP_ _+_!-DP +/-DP .1-pp +l-DP t/-DP +/•OP In. in. +I DP N-DP +l-DP +l-DP H-DP +/-DP +/-DP +l-DP +l-DP +7-DP H-DP +/-DP o O 24" 68 BB BB 88 65 68 88 8B 78 85 89 19-18' 88 68 68 68 G5 68 68 68 6B 78 65 68 4 ,� -_ -- -_ -_-._ y 30' 68 68 68 68 85 68_ 6B 6B BB =/8_ 65 68- 26-1?' 88BB 68 68 65 6E1 _ 88 68 68 78 85 _. 68 Mop y t+ 36' BB 68 88 Be 65 68 Be fib BB 78 65 68 _ 3T' 1., 60 68 68 68 65 68 68 ..68 68 78 85 68 -._ _ _. __ 47' 38" 68 68 68 68 65 68_ 6B 68 68 /8_ 65 68 43' 68 68 60 86 __ 65 68 88 68 6B 7B 65 68 46' 88 iib 88 68 65 68 68 BB 68 78 85 68 53-1/a' 68 60 68 68 65 68 68 68 68 78 65 68 N 9 1O IzAj o 54' BB 68 68 68 65 68 68 68 66 78 -6-r- - -"88 19-1I3' 88 68 68 6B 85 66 68 68 5'd /d 65 68 m p r68 8 88 68 68 65 68 68 68 68 78 8 68 26-1/Y' 68 68_ 68_ 68 65 68 88 BB 68 7B 65 68 rail k-� 24" 88 _6B 68 65 68 _ __.BB 68 68 78_ 65 68 -._ _. _..-- .- --68_ . 3T' 38-;YE' 68 68 68 68 65 6868 66.2 682 78 65 _ 68 30' 68 BB 88 65 BB 88 68 68 78 65 68 ------- -- 36' BB _68 6B 65 68 8B 8B BB 78 85 6B 4a 68 8B 68 68 65 68 68 63.8 63.8 78 65 6B Z w o p47' 48" 68 68 69 85 68 68 64.7 58.3 78 6¢ 53.18' 68 88 8B 88 65 88 88 63.8 83.8 78 8 43' 68 68 68 65 68 68 58.8 51 78 65 68 --- --19-118" 68 68 BB 68 65 8B 68 68 68 /8 65 6854'W.__ x x 88_ -85 68 60 566 51 78 26-12" 88 68 68 68 65 68 68 68 68 78 65 60 __ 66 68 37" so-5/a' 68 68 BB 88 65 88 _ 68 66.2 66.2 78 65 6824" x x 68 65 68 88 x x 78 86 - 68 _._.. -_ _ _. __ -__ 48' x x x 68 65 88___ 68 x 51 78 __ 65 Bd 4" 68 68 68 65 BB 68 68 88 8 85 68 53.1/9' x x x 68 66 68 68 x x 78 65 69 ti m1 68 68 68 68 85 BB 88 88 8B 78 65 19.1/9' 68 60 _ 88 _ 66 86 68 BB 68 68 78 6� 88 _ ___ 5 a ,^ pO 60 68 - - x 68_ 65 68 68_ 88 78 65_ 80 - 26-12" 68_ 68 68 68 65 68 68 68 68 78 65 68 (Kj N X x x - 68 65 68 88 __583 78 65 68 3T' 58" 68 68 68 68 6<i 88 68 -x 66.2 78 65 E38" a' 4a' z x _ _ x 68 65 68 68 x x /8 65 68 48., x x x 68 65 i,8 BB x x 78_ _ 65 88 z 54" x x x x.._._ 65 x x _ x x - 7B 65 aB x x x 85 x x x x 78 85 88 63118" x x x x 65 68 x x x 78 65 68 z Z W 80" x 24" 68 68 68 6B 65 68 O8 68 68 78 65 68 18-18" 68 68 68 68 65 1 68 68 68 68 78 65 68 ®t4 A 30' 58 68 68_ Be 65 l8 68 69 78 _ 65_. 68 26-12." 88 68 68 68 65 68 68 BB 68 78 85 -1511- x - .- x _ x 68 65 __60 68 « 68 78 65 68 3T' 63"1. _ x x x 68 65 CA _68 x 662 78 65 _ _ 68___ O __ x x - x _..x cc B5 68_ x x x 78 66 68 x X x x 65 68 x - x x ___78 65 6B O 43' - : x x x x 65 x x x x 78 65 88 58-1 x x x x 65 x x x 78 65 68 i>; N M. x x _ _. x x 85 x_ x x x ___74.7_ 65 68 19-118" 6B 68 68 68 65 68 68 68 68 78 65 6B 80' x x x x 65 x x x x 72 65 68 2612" 68 68 BB 68 85 68 88 x 68 78 65 68 24" 68 68 68___ 68 85 68 68 68 __7.8_ 65 68 3T' 74' x x x 68 65 68 68 x x 78 65 68 _ 4a' x x x x 65 E0 x z x 75.6 65 68 t .___88 6BM66 - 65 68 68 68_ 6B 78 65__ 6B __ _. - _ ___._ 38' x CQ x 85 fib 68 64.9 68 78 65 6B 53-18' x x x x 85 88 x x x 72 85 6EII4Y' 74" x x 65 x x x x 78 65 611 19-18' 68 68 68 68 65 68 88 66 68 78 85 68_ x 65 x x x _x 756 65 68 2612' 66 BB 68 68 65 68 88 x BB 78 65 _68x ul x 65 x x x x 71.5 65 68 3T' 74-114" _ x __x x 68 6568 68 x x 78 65 6Bx x 65 x x x x 687 85 68 49' x x x___ x 65 68 x x x 75.2 65 - 68 ly __ 8 68 66 88 65 68 66 68 68 78 85 58 53-18' 68 68 68 x 65 68 x x ---x- 30' x x x 68 % 68 6B 68 6d 78 65 6B -- 33' 84" x x x x 65 68 x x x 76 65 BB a 47' x xx x 65 x x x x_ 78 65 68 A m 48' x x x x 85 x x x x 73.5 65 68 Y 24" 68 68 88 68 65 68 88 68 6B 78 65 68 30' x x x 68 66 68 88 x x 78 65 68 36" x x x x 65 x __x x x 78 _65 68 $ g a 42" x R.xxxx --xxxx! x x 65 x x x x. 78.8 85 68 3 3 x 24" x 65 6B68 68 6B 786.5 68 Notes103' xxx xxx _ 68 zx fi5 x x x x 74.7 65 68 01.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS.x68 fi5 66 68 x x /d 85 6B 30' 120' _._x- x 65 x' x78 85 6B )f 2•) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED 36" x x 65 x I x x z 74.1 1 ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL 2i z BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT t RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). ; N 41 K y� N ..W PRODUCT REVISED �1 vl h w opnlplYioBwiBl du Florida ' ''+' • ••• • t Bu41AMg Cod. Q /� Q � '• 2 V) v k • • Y • • Aocepl•l.o No OV ` . . • • .. . . F .r - •IDTH AN•LENGTHIPOWNSION••AN BE ORIENFED Y•• F dlnm ode Pm4"c�/`nnlrol a 4�flit•Ill�t\\\, ••�RTICA6LY OR HORI7ONTALLY#S SHOWN♦AVE. W 6 A ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • t BILL OF MATERIALS !°u stern FRAME JAMB 41ENWrE ITEM PARTM QUANTITY DESCRIPTION MATERIAL REMARKS r..srwEo rwoa invoE ro _ ansioE or rawcs o O 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - ,n•„_,µ,Vi o� q 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - m z q M y 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - I r a a+ 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - '� n r2/ CORNER 5L-7711GLAZING BFAD (5/16° GLASS- INSULATED) 6063-T6 -6 L-6211GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - i W F67 N8 X 3/ ASSEMBLY SCREWS - P.H. PHILLIPS �• -® FRAME SILL or HF'M' W 4o8 L-4204GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - ® J® r-Q oa$9 VWS-00GLAZING CASKET SOFT PVC7RECT,OR SQUARE WINDOWS 10 . GLAZING SILICONE - TYPICAL CORNER ONSTR ICTION W C -- -- -- -- - CIRCULAR WINDOWS , 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2' OR MITER CORNERS q S -- O O w x 12 812-25H-357 AS READ. "Tru$eal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE o FRAME RADIUS JOINT FRAME END CQRNER z �" WINDOW FRAME EXTRUSION DETAILS FRAME CO NER & JOINT DETAILS ®~ p SEALANT: of o 3lo FRAME CORNERS, OR JOINTS SEALED WITH A COLORED W N .840 040 �..� SILICONE SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR a K I — TYP B1 ,�_ j_.. .391 �- " 0 .050 L < d' O Qq .808 TVP. 4, I 1 .773 y 1.509 2 GLAZING STOP FRAME HE (5/16" GLASS) PRODUCT REVISED - os—nplytug With the Floridald, Q 310 AeaplwlceoNo O l 040 r -- A I �1 o .040 SEE MULLKON APPROVALS FOR P atc r .850 .850 �•?50 MULLION TYPE,SIZE AND MAX. Is 272 L DESIGN PRESSURE LIMITATIONS. R _ 050 .050 ALUMINUM MULLION `Aiarrli ado Plo ucl C_rol T YP. —T TYP. .773 (ALUM.0.07R"MIN. THICK) SEE MULLION APPROVALS FOR •773 —p 12%3/4' S.D.S. MULLION TYPE, S12F.AND MAX. DESIGN PgESSURE LIMITATIONS. Y NOTE:THE:LOWER PRESSURES OF FLAT HEAD,PHILLIPS. bo 3 GLAZING STOP GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN AT 12•D.G.MAX, INTERIOR NOTE; THE LOWER PRESSURES OF (3/8" & 13/32" GLASS) 1/4' MAX. THE WINDOW OR MULL SHALL CAVERN .310 SHIM ti z tylp-�41 15 I . INTERIOR.992 .050 .0 2 _ _ - t N 12 S.D.S. X 1 1/4'1.TYPi d" . ' D.C.MAX.,800 ' NOTE: 5 6 INSULATED GLAZING STOP • • • s •• I ALUMTTOLBE PAINTED IN 7ORi1PLATED, 'a�,,`,`,*I,d �f°i• INSULATED GLAZING STOP • • • • W/ 5/16" LAMINATED GLASS W/ 7/16" LAMINATED GLASS - _ _ _. • • ..._ 2. METAL STRUCTURES: �p5.•'........ "'- - •• • _... _— A)STEEL:Fy-36 KSI MIN. LL 050 I� �_.+� _ _ __ • • - (STEEL 18 GA. MIN.THICK - 0.048') 7f/ U, 0 OL�p TYP.�I - • •• -�Z=- -_ 8)ALUMINUM 6063-T5 MHJ. �I�I„ .��D (ALUM.0.078•MIN.THICK) I'Oi1 Fw.. I IUIUII OOB EXTERIOR V/INDOW FRAME PERIMETER WINDOW FRAME L1'2 SEALANT EXTERIOR EXTERIOR GRAD • 07 8 .466-" PERIMETER CNLKING : ••• ••• ••• •`• E1 E� / '•••• •'•('/1'�•I, GLAZING STOP (CIRCULAR WOW.) ifi�_�AMI: ULLINULLIN DF.T•L + ••i 4ETIL STRUCTURE ATTACHMENT DETAIL• A ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ScbPE OF WORK: TABLE OF CONTENT: • DOORS &WINDOWS 1. CP- SCOPE OF WORK L EAL RESIDENCE ;' ZO W 3 a • WINDOW CLOSE OUT 2. PL1- 1ST FLOOR PLAN 32 NE 91st STREET ~ • INTERIOR WALL DEMOLITION 3. EL1- ELEVATION VIEWS ftW a- 4. D1- DETAILS O w v=,a MIAMI SHORES , FL 33138 NOA SCHEDULE: U a °o r, a 1. WINDOWS NOA# 14-0908.14 SERIES "HS-8700(FLANGE-FRAME)"ALUMINUM HORIZONTAL SLIDING WINDOW O' a ti m oo t0 1.1. GLASS: 5/16" LAMINATED(1/8"ANN + .09" PVB + 1/8"ANN.)(OTHER MARKS) O ao o W 'No 1.2. GLASS: 5/16" LAMINATED(1/8"ANN + .09" SAFLEX/KEEPSAFE + 1/8"ANN.)(MARK G) s� O N O N N 1.3. IMPACT: L.M.I. Y'v,. < s J 0 0 -_ W W M f0 Z � - 2. DOORS NOA#14-0908.07 SERIES "LA PORTE"8'-0" OUTSWING GLAZED ALUMINUM FRENCH DOOR. LLJ E M .5 J x 2.1. GLASS: 7/16" LAMINATED(3/16"ANN + .09"SGP+ 3/16"ANN.) Q W N W < 2.2. IMPACT: L.M.I. u. 3. WINDOW NOA# 14-0908.18 SERIES "4200/6200 FLANGE-FRAME"ALUMINUM FIXED WINDOW 3.1. GLASS:7/16" LAMINATED (3/16"ANN. + .09"SGP+ 3/16"ANN.) 3.2. IMPACT: L.M.I. 4. MULLION NOA# 14-0908.08 CLIPPED EXTRUDED ALUMINUM TUBE MULLION W/AND W/O STEEL REINFORCEMENT. 1 SATELLITE VIEW SCOPE OF WORK 4.1. IMPACT: L.M.I. �EI� ±`]� P SCALE:N.T.S. GENERAL NOTES: 1. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 2. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. BYdim 00, 3. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE co AFFECTED PART OF THE WORK. tp I Lu J 4. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. w LL5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF : .0• w � �"' THE BUILDING AND ITS COMPONENTS DURING ERECTION. 'o � o 6. EXISTING WOOD&CONCRETE STRUCTURE BY OTHERS AND MUST BE ADEQUATE TO SUSTAIN THE SUPPER IMPOSED LOADS. -��- W �x °' ` • 7. ALL STEEL IN CONTACT WITH ALUMINUM IS TO BE PAINTED WITH A COATING OF A HEAVY BODIED BITUMINOUS PAINT,OR APPLY A _ ••.• x • w z ••• NON-ABSORPTIVE TAPE OR GASKET,OR 1/8" NEOPRENE LAYER,OR APPROVED EQUIVALENT LAYER TO PREVENT GALVANIC REACTION -7 - •a'••J `' BETWEEN DIS-SIMILAR METALS. Q�� -- �•�� • 8. WATER PROOFING IS NOT PART OF THIS SCOPE vs 0*00 0001,... . E --- ' DESIGN WIND LOADS: ")G CF ••�� THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2010 AND THE FOLLOWING SUPERIMPOSED LOADS. - -- - _ rs DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2010 AND ASCE 7-10. "� �'1 ' •• ••• E 1 ,.r • • rEOFRAL WIND VELOCITY : 175 MPH �.�� • r��,IF nn,„ T ?I wE EXPOSURE CATEGORY : C �7InNS BUILDING HEIGHT: 15 FT ( ( S S o �S @) zzCD OPENING EFFECTIVE SPAN/ DRAWING ALLOWED ALLOWED CONTROL/ REQUIRED REQUIRED w w E MK# NOA#/FL# QTY "SERIES",COMPONENT TYPE IMPACT WIDTH(IN) WIDTH(IN) HEIGHT(IN) NOTES +Pd(PSF) -Pd(PSF) NOA REF. ZONE +Pd(PSF) -Pd(PSF) REMARKS L 14-0908.07 1 LA PORTE 8'OUTSWING ALUM F.D. L.M.I. 31.5 31.5 81 - 76 76 GLASS/P02 5 40.1 53.7 OK o M 14-0908.07 1 LA PORTE 8'OUTSWING ALUM F.D. L.M.I. 31 31 79.75 -- 76 76 GLASS/P02 5 40.1 53.7 OK N 1 14-0908.07 1 1 LA PORTE 8'OUTSWING ALUM F.D. L.M.I. 72 36 78 -- 76 76 GLASS/P02 5 40.1 53.7 OK K 14-0908.08 1 CLIPPED ALUM MULL W/WO STEEL REIN L.M.I. 0 36 62 1X4X1/8" 123 123 ANCHOR/P10 5 40.1 53.7 OK A 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 74 37 50.625 0 80 80 GLASS/P06 5 40.1 53.7 OK B 14-0908.14 3 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 53.125 26.5625 50.625 0 80 80 GLASS/P06 5 40.1 53.7 OK N C 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 37 18.5 38.375 0 80 80 GLASS/P06 5 40.1 53.7 OK _p o D 14-0908.14 2 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 37 18.5 38.375 0 80 80 GLASS/P06 5 40.1 53.7 OK � ° E 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 91.5 30.5 59 0 52 52 GLASS C/P07*4 4&S 40.1 46.9 OK** o Y I 0 F 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 91 30.3333333 59 0 52 52 LASS C/P07* 4&5 40.1 46.9 OK** rEngr: US SOUFrRiON? G 14-0908.14 1 HS-8700 ALUM HOR.SLIDING WNDW. L.M.I. 60 30 62 0 65 65 GLASS B/P06 5 40.1 53.7 OK SEI IL 72ae2 I _ H 14-0908.18 1 4200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 31 31 59 0 68 68 GLASS H/PO4 5 40.1 53.7 OK C.A.N.13538 T " a 1 14-0908.18 1 4200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 35.5 35.5 62 0 65.5 65.5 GLASS H/PO4 5 40.1 53.7 OK t�1 z C Y J 1 14-0908.18 1 14200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 33 33 62 0 65.5 1 65.5 1 GLASS H PO4 5 40.1 53.7 OK 3 " V sVl V U K 1 14-0908.18 2 4200/6200 FLANGE-FRAME ALUM FIX WNDW L.M.I. 36 36 62 0 65.5 1 65.5 1 GLASS H/PO4 5 40.1 53.7 OK drawing no. DIMENSIONS SHOWN ARE NOMINAL,FRAMING CONTRACTOR `L�` AFC 15_0779 TO OBTAIN FIELD DIMENSIONS PRIOR TO INSTALLATION. JUN ISSUED FOR PERMIT SHEET 1 of 4 v W I � � 4 Q 0 O LL EL1 O a. W O OIII Q 0 1 5 000� N '>W � U °oar`�i � m 0 a °° o (`c (No O o N N \ n � � 3a O a W � oo W LL Lu In BEDROOM i O Q W el � Htai STUDY CMU WALL TO BN.LC. N.LC. PARTIALLY DEMOLISHED O / WINDOW CLOSE OUT 3 t ELI 5 j ❑ ELI t\\ A D1 LIVING ROOM \ BATHROOM O 00 co ch J 000 WLW LL • • • 0 0 00 W �•••• ❑ WINDOW 0.0• • 0.0• 0 O O0 •• CLOSE OUT • F+ 0(j) U) = 0 D1 0000•• W •W y�•0•• 0000•• J W 0000• • X10••W 04 52'_21" 00000 0 • 00.00• • • 0000• O • • • • • O • � •0.00• • 0 BATHROOM • • • • • • • • •000• ❑ :1 •0•• • • • •0000 GUEST •• • ••• o • BEDROOM • • • 0 • •J '75 Lu E OJ X�10)V O \XISTING TIE BEAM ABOVE N O O KITCHEN Z W W O J J 0 BEDROOM EXISTIN4 C COLUMN TO O REMAIN L U to N (n � No \ ngr- CIS— IV 6JFFR®JT \ O FLA. E 7246,2 n o _ T.N..N. 3 38 I I v=i T o V 0 V V 2 PLAN VIEW \ —� a ;fit ...�C drawing no. L SCALE:3/16"=1'-O" AFC 15-0779 PERMIT SHEET 2 of 4 Z z c) p Z 3 W Q W a.O C)11 Ai -.1 a Y. W O XISTING STEEL Z a > N Q COLUMN TO REMAIN O U W 7 W V 0arm) a`q CY n W p06 aW (0 p N ai N N � 0 IO N Q W V) LL00 N.LC. N.LC. O LL 2 =M M W ..I aNax EXISTING WINDO Q W .I FW LL OPENING TO BE CLOSED O J O nits Z w J U U 3 L1 00 M M ••• W W Li _.- - - - ------ - -- ----- - --- - 2)1/4"X6"X36' • •• • ••••U W (A•••• ---- -------- 4,.---______ 1 STEEL PLATE • • W W W • 1„ •• • ••• p U) 0 • > 4" r4' TYP. •••••• • ow N H •• •• 3/8"0 THRUBOLTS 000000 4� 0 S•••• W SAE GRADE 2 OR •••• • O -1 ZW > APPROVED • • •4.:.<W N EQUIVALENT •••• • J �+•••• EXISTING STEEL Z 1' 3'NEW T •••••• •••• ••••• OPENING • • • COLUMN TO REMAIN O W •• •• be • ••••• • Q ROUT FILL THE FIRST(2) Z • • • •••• CMU CELLS WITH 3000 PSI O • 00 : •••• • W NON SHRINK GROUT OR '00* • • ••••• J APPROVED EQUIVALENT — •• • ••• E • W QU i • • • • • H / ru D W w E W O J -j 0) W W 0 @� U) zz Z 0 0 LLJ (— EXISTING WINDO O U O W -� E OPENING TO BE CLOSED J W U U Q ? J q 0 c Q 20 Z W _ Li N V Q J 4 U a U U - - -- ---- -- - ------- - -- - --- --- - E L 15 0 �, - - - - - -- —17 - - - L.1 U o c ---- ---- --- -- -- -- -- ---- - - ---- -- --- Engr: OSCAR Y SOUF5WT � i FLA. E ='2462 _ r C .N.IL 538 j V) T a 0 a o a m 0 c s Y • o o m c` u drawing no. AFC15-0779 ISSUED FOR PERMIT SHEET 3 Of 4 - ---- - ----- --------- ---- Z z INTERIOR O w Q F. a o w EXISTING ROOF BY OTHERS w Q_ EXISTING HEADER WALLd Q N Q STRUCTURE EXISTING CONCRETE HEADER O 7 W 1 O w Q - - - - - - - - - - - - - - - - p > ri O �y O ¢ Me10) 1/4"X 6"X 36" M Q W V a. r M 00 (C STEEL PLATE 1/4"X 6"X 36" \.lV O a. 00 Q It 04 STEEL PLATE O cr N N � 3OJLpN I/ Q a #5 DOWELS MIN.4-1/4"EMBED.INTO LL LLIQ W y LL O O Q CONCRETE WITH EPDXY EVERY 3RD CELL 8 Z - M AT CELLS NEXT TO STEEL COLUMN J <3 M Q _j X N - Q W rI � FLL 3/8"0 2 OR PR SAE -. GRADE z oR APPRoveD LREMOVE FACE TO EQUIVALENT AS PER ELEVATION INSTALL REBAR& POUR a GROUT I am Q EXTERIOR c Q Dl C DETAILS _M Q a D 1 N.T.S. m I- J n W W u_ 4000 U W • • Z cr cli • • 4040• W I- ••• . 4040 • 0i0 0 � O 00 g • � N 0000.. •W • Of m "= ••: EXTERIOR 000;00 Q Lu Q (6 X Lu 04 �.... W¢ 40.40 r nn• ¢iv #5 STEEL TIES TO HAVE •••• • >� 30"OVERLAP MIN 000.00 • 0 400:00 *04• • • • • • •000• 4040 •• 0 0 • a • GROUT FILL THE FIRST(2) 0 •• • •••a• CMU CELLS WITH 3000 PSI 0 • a 0 NON SHRINK GROUT OR 100 • ••• o•+••• APPROVED EQUIVALENT W • • zr 0 0 Q .Fa Z U � E �O @� W O -oo W W Z m L E _ w - 3000 PSI NON-SHRINK GROUT HIDE EXISTING STEEL AT CELLS WITH DOWELS OR COLUMNS IN CMU CELLS O_ APPROVED EQUIVALENT INTERIOR TO PREVENT THERMAL EXPANSION FROM BREAKING EXTERIOR Q) #5 DOWELS MIN.4-1/4"EMBED.INTO STUCCO CONCRETE WITH EPDXY EVERY 3RD CELL& AT CELLS NEXT TO STEEL COLUMN N - Z N O D DETAILS D1R o _.. - ---- - --- - --- - -- -- --- -- -- -- N.T.S. C Engr. OSCAR Y flUFFR�fT A DETAILS clvi D1 Z FLA. 'E # 72462 30 C R,N- 3 38 EXISTING KNEE WALL O a 0 3"MIN. a if -. STRUCTURE 1 , m o ; v /� I 0 0 • I 1 C m V U v.+ \ drawing no. B DETAILS JUN t ra 2,01 [AFC 15—0779 D1 NT.S. ISSUED FOR PERMIT ISHEET4 of 4