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WS-13-2460 e r _ ` - { � Ing ism AZZ"i - dMMIN. low "5A - 4 New -n : bvCi t ill�i�s-ns Shores Village APPROVED BY DA4'�� Z « 70N9EIN G DEPT SL®G DEBT (� 6�J UftJf-CT Tn COMPLIANCE ITH ALL FEt EA L? d OC(S t �. Qom_ RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE -175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Ara in Square Feet Height 10 20 30 .40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 1 36.1 35.7 20 42.7 `40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41:1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 1 48.1 47.1 46.4 45.7 60 53.7' 51.2 49.8 1 48.8 48.1 47.4 Interior Zone (4-Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Td utary Ara in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 40.9 -40.2 - -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 1 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 1 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 1 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 755.8 -54.4 -53.4 -52.6 -52.0 , Exterior Zones (5'-Walls) Negative Pressures Ex sure C For the 175 mph Wind zone CATEGORY 2 Effective Wind Area or, Tri utary Ara in Square Feet Height 10 20 30 40 50 60 Maximum -1.40 -1.29 -1.23 . -1.19 -1.15 . -1.13 15 -54.1 -50.4 -48.3 .-46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -473 25 -59.8 -55.8 -53.4 751.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57 60 -71.9 -67.0 -64.2 -62.2 -60.6 .4� Length of End Zone (a): 10% of least horizontal dimension or .A h, whichev ri lb , but not less than 4% of least horizontal dimension or 3 ft. (h = can roof he h in feet), NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE i&EN FOR FLAT OOFS. 7) - - . - L LA -_ 72S ---- - i I " AA,r..� rc - CP W.. X51 4- -mil AYT, a*I-I I=W '"' F 2� 'ss - _ 1 - KII V- -41A }4i -7 ao \ { i } ti ..VA MIAMt'QADE MIAMI-DARE COUNTY 8 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIl31NISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)i,�,vv.miamldadeaov/economy orAlM Corporation 4. Medley,FL33166- SCOPE: This NOA is being issued wider 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 die applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCR IOl$ .6 aries x`100"Aluminum b4swing Doors iv/wo-5liielltei s-Im#aetJ APPROVAL DOCUMENT:Drawing No.W13-03,Rev A,titled"Series 100 Alum Swing Door w/Sidelites", sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 01-30-13 and last revised on JUN 25, 2013,signed and sealed by Javad Ahmad,P,E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATiNOt Large and Small Missile Impact Resistant J Limitations: 1. See DP tables for X or XX in sheet 1 Door,%v/sidelites(Nv/wo reinforcement)in sheet 3-.1.See Single sidelite (standalone)DP capacity in sheet 3. 2. See allowable mulled configuration in sheet It not to exceed(5)panels w/max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 311,shall not exceed=36-7/8". See active panel 4-point locking or active panel dead lock w/manual bolts option in sheet 1. 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement:"Miami-Dade County Product Control Approved",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 acid shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above The submitted documentation was reviewed by Ishaq I.Chanda,P.E. 1'Z€A tun.I3-t1�1�f0� M> t®ten ctwrmr Expiration Dater July 04,1 MI Appra+val",Date. Jttty 44 iW �r ?�+t�� Page l Doralum Corporation NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-03, Rev A,titled"Series 100 Alum Swing Door w/Sidelites",sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 01-30-13 and last revised on JUN 25,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with installation diagram of an outswing doors w/sidelites prepared by Fenestration Testing Laboratory Inc,dated January 14,2013,Test Report No 7086(FTL-12087),signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1- Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13,05/20/13 and last revised on JUN 25,2013,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass 0 interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB interlayer",expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company,(Former Solutia Inc.) for"Saflex color&clear interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by AI-Farooq Corporation,dated 01/25/13,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 08/21/12 approved by Jaime D. Gascon,P.E. heq 1.Chanda,P.E. Product Control Examiner NOA No.13-0219.07 Expiration Date: July 04,2018 Approval Date. July 04,2013 E-1 . 38 5/8°MAX. 78'MAX. DOOR-FRAME WIDTH DOOR FRAME WIDTH (4)ANCHORS RNDEND �{~��AT STILES 1t' ° 4°MAX.::' . }°' MAX. 4'MAX. 3' 8' 3 t 1 a SILL c�PoVERS I A t � MUNTINS F - " MAY BE USED Ix 1 II •/ � / 1 �rh�wmDela wpplcredra a o / LOCK OPTION i 'a /Lodi DOPT�ION o� LL n oo{ SEE ISHEET 4 M en SEE SHEET 4 =—==�C===== �_ zk= w �Q wi o°R 2l DOMM/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NDT REQUIRED:- .. A� a SERIES 100 ALUMINUM FRENCH DOOR W/ SMELITES w APPROVAL APPUES TO-SINGLE-(X)AND DOUBLE (XX) LEAF DOORS o� ACTNE 1 ACTIVE. WITH-OR--WITHOUT SIDEUTES. SIDE LITES CAN BE ON-ONE OR BOTH SIDES OF DOOR. K �p SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES g ON SHEET 1. B MAX SEE TABLE 3 FOR STATIONARY PANEL (0)CAPACITY ON SHEEP 3. S 2 3 Ti 28' 10 28' HEAD m SEE TABLE 4 FOR SID£LITE AND SIDEUTE MULLION CAPACITY ON z SHEET 4.D.L.OPD. SILL THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION C o 3a 7/s° sa 7/8• AT S1a�� CAPACITY TABLE W01 APPLY TO ENTIRE SYSTEM. n -LEaF WBTOi LEAF WIDTH AT 3'O.C. o QS PRODUCT HAS BEEN DESPGNE6 AND TESTED TO�OHIPLY THE TYPICAL Et X'VATIOM TYPICAL ELEVATION r REQUIRDMIIS OF THE CURRENT FLORIM-MOW CODE fNCLUDB�HR t-:YEIOCTIY ( X ) ( xX ) LIiU RICANE ZONE{H - 1 B OR-MY-WOOD BUCKS BY OTHERS;MUST BE ANCHORED-PROPERLY TO DOOR OPTIONS TRANSFER LOADS TO THE STRUCTURE. Q TABLE 1 TABLE 2 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS DOORS LOAD CAPACITY-PSF DOORS LOAD CAPACITY- PSF EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. 81NGl,S DOUBLE(%K) ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS DOOR DAM LAMINATED GLASS DOOR DIMS. LAMINATED GLASS ARE NOT PART OF THIS APPROVAL E5 yq _ "We m FRAME EXrc+j W� Ext.(+) INT.(-) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. M WIDTH Hm: -s/e"38 7/ 78• as-7/s' se' as o ao o MASERIA S(NCLUDING BUT NOT LIMITED TO STEEL/METAL SCRM THAT COME INTO `s CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS NOTE.- — OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. COMPUANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY BLDG.OFFICIAL PER FBC,AS APPLICABLE. ^ Y i NOTE: Enr 4WD At{YAD FIJM AND $ Fu.PE 5»592 0 �' PEPo00.S OF HURRICANE WARNING. CAA DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250' g NOTE: DOOR LEAF MOTH (X DOORS) ffi FRAME WIDTH - 2.750' GLASS CAPACITIES ON THIS SHEET ARE DOOR LEAF WIDTH (XX DOORS) a (FRAME WIDTH — 2.2507/2 BASED ON ASTM E1300-04 (3 SEC. GUSTS) D.L.O. HEIGHT - FRAME HEIGHT - 12.250' AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 11.825° JUN 2013 W13-03 DECLARATORY STATEMENT DCAOS-DEC-219 O.LO. WIDTH (XX DOORS) a (FRAME WIDTH - 20'/2 sheet 1 of 10 A'41ANC ORS SLES 201 1/4- Z 41 3/4- 78" 41 3/4- 41 3/4" SIOEUTE MOTH DOOR FRAME WIDTH SIDEUTE WIDTH SMELOE WIDTH (4)MULLION 4"MAX. ---�{ ENDS IL CORNERS 1 ` h ] I II II 0 4H @�1 � 24 lrg.4 z aS 0 y \ 1 nl 11,1 O =46z 8 M M xt 3c ACTIVE.-� L �l{iACTNE oo G t1/4- - er xuhroa o HEAD SILL " NOAH 2 38 S/e- 2g" 3 36 1/2- MW�f= :oun'uj (6)�� 0.1,.DPG. D.L OPG. Dd.OPO.AT 3"O.C. SURFACE APPLIED(4)OENDS MAY BE USED OW^&PRBOF SIDEF JTEE TOP&BOTTOM FRAME j AT MULLION ENDS TYPICAL. ELEVATION ( oxxoo ) NOTES- (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) 1.DOORS ARE VIEWED FROM OUTSIDE. 2.FRENCH DOORS WITHOUT wwa SClum.S. ?81 SIDEM" OPTIONS c e� 4 En.4AVAD RAVO � Cra r GLASS 0.1-0. DIMS FUL PE&ZW 0' ? D.L.O. HEI" (HIGH PROFILE SIDELITE) - FRAME HEIGHT- 14.375- CAA D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH - 4.50- D.LO.WIDTH (SIDELITE) - FRAME WIDTH - 4.875- D.LO. HEIGHT (DOOR) - FRAME HEIGHT - 12.250- droving no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.825- 2013 W13-03 D.L.O.WIDTH (XX DOORS) - (FRAME WIDTH - 20')/2 sheet 2 of 10 TABLE 3 42 3/4' 42 3/4° DEMON LOAD CAPACITY - PSF FRAME WIDTH FRAME WIDTH 1!/ STATIONARY 4r MAX 4'MAX. �Y FRAME FRAME W-VALL /p) W= ME04T PANEL(0) CORNERS CO r Z INCHES INCHES EXL(+) WT.(-) 0 41 3/4 65.0 805 42 82 1/2 64.6 795 45 6" 74.2 46 565 M.6 41 3/4 64.0 8" A 42 84.6 795 �{ 45 84 74.2 H N od 48 SS.s 69.6 4t 3/4 65.0 80.0 42 90 64.6 795 4S 80.3 74.2 % Q al 3/a esa Boo t�� 42 3/4 64.6 79.5 o o 41 3/4 85.0 80.0 42 3/4 835 78.1 Z oW sri c 'MA'x G 'MA'x °n WAD SQL 80.1. $ 3 z 38 1/4' L 36 1/4' O4dp s D.L.OPO. 0.4 OPO. C t� HIGH PROMS SIDELITR LOW PROMS SIDELITE � 3 to SMA D ePeodlpy IP FRAME WNTH TYPICAL ELEVATIONS ( 0 ) NOTE: g n GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). h E� `almrao a droving no. W13-03 JU 2 5 2013 18n88I 3 of 10 TABLE 4 39 S/8" 39 5/8' 39 5/8' 39 5/8' 39 5/8° t• MAX SMELTTE SBTEUTE MAX SIOELITE MAX SIDELITE SIOELUE MAX SIDELITE MAX It_.V EtULL10N/SIDELITE D68IGN LOAD CAPACITY - PSF FRAME W. WIDTH WIDTH �E W. _ FRANCE w. W M WIDTH - WIDTH �E W. 1181 1 SIDEUTE DOOR SIDELCPE TO SIDELITE SIDE=TO DOOR I �Y n HH FRAME T7 S�EDL H W/O RRINF, WITH REINF. W/O REINF. BITE[REINF. INCHES INCHES INCHES EXT.(+)NT.(-)Ea4+)INT'.(-)EKE.(+)INT4-) kb 24 85.0 80.0 650 80.0 65.0 80.0 65.0 BOA 30 BSA �.0 65.0 SOA 85.0 80.0 85A 800 /S,: .� % / Ni /% %' % /� / ✓\ 38 BSA a" 65.0 Boa 65.0 80.0 BSA 80.0 :i � % yf � / N go 82 1/2 S/8'(X)41-3/4 85.0 80.0 65.0 SW 65.0 80.0 85A 80.0 m \ J \ J \ J K H \ J p ud, 78'(7IX) 42 84.8 799 64.8 79.5 849 799 84.8 795 \ \ \ \ 7A{s 45 60.3 74.2 60.3 74.2 60.3 74.2 60.9 74.2 48 58.5 89.8 588 699 58.5 69.8 SB.5 69.6 ^ 24 88.0 80.0 65.0 a= 65.0 80.0 65.0 S.0 30 S8.0 80.0 88.0 80.0 65A 80.0 85.0 80.0 C XO) (O%0) (7�0) ( �X 38 SSA SQA BS.O 80A 85.0 BOA 68.0 80.0 38 5/8•(%) SIDELITE 76"MAX StDEUTE 76'MAx. SIOEUTE SIOELITE SWELITE 78•MAX. tttt�� 84 78" ) 41-s/a BS.O SOX 65.0 80A 65.o BDA 6so �.0 wmTH DOOR FRAME W. NflDTH Dolt FRAME w. YADTH WIDTH WIDTEI DOOR FRAME W. Q yg 42 64.6 798 84.8 79.5 64.0 799 04.8 799 _ _ a 45 60.3 74.2 w.3 742 60.3 74.2 60.3 74.2 46 56.5 69.6 56.5 899 569 69.6 58.5 89.6 24 85.0 BOA 65.0 800 85.0 80.0 65A 8" 30 65.0 80A 85.0 80.0 85.0 80.0 88.0 80.0 FL it ii\ 90 30 6/8"1* 36 BS.O 78.1 85.0 80.0 88.0 80.0 85.0 �.0 �i :i �i i %i '/•i 78"(XK) 41-3/4 65.0 69A 65.0 80.0 6S0 799 65.0 80.0 42 64.6 88.8 84.6 79.5 64.6 78.6 84.6 79.5 \ / H \ / K \ / \ Z rf 45 808 642 60.3 742 60.3 742 60.9 74.2 \ / \ / \ / 24 85.0 80.0 85.0 80.0 68.0 60.0 66A 80.0 \ / 39 5/8'(X) 30 65.0 75.3 85.0 BOA 65.0 74.0 65.0 80.0 - - �� _ _ caps 9 96 76,{ ) 36 83.8 639 85.0 80.0 65.0 688 65.0 SILO (O) (OXXO) SIDEUTE_!i (7IX00) \ �srtti:R D j p n r� 47-3/4 56.2 582 85.0 79.7 85.0 84.7 65.0 80.0 ( )) MOLSSEEON EE 2 O07IX) �SHEET 1 U n M 42 55.9 559 64.8 79.3 64.6 848 84.6 799 SIOEUTE 78'MAX. SIDEIITE SIOELBE 24 65.0 80.0 65.0 800 86.0 759 65.0 80.0 Z Iq 39 5/8'(X) 30 65.0 709 65.0 80.0 SSA 89.5 SSA 804 wm DOOR FRAME w. WIDTH WIDTH 3 98 78.(�} 38 59.8 59.9 65.0 80.0 64.6 848 65.0 80.0 C 41-3/4 826 828 85.0 74.7 60.7 80.7 65.0 80.0 INSTRUCTIONS: / \ USE CHARTS AS FOLLOWS. All.H � 1. SELECT W40LE OR DOUBLE DOOM CAPACITY FROM @ @@ TABLES 1 OR 2 ON SHEET 1. 2. SELECT swain AND SIDEum MUWON CAPACTIY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 INILL APPLY \ / TO Van SYSTEM. \ ♦ � 4. SELECT I=OPTION AND CORRESPONONO wpplar¢dm IagwBD MAX DESIGN LOAD FROM SHEET 4. 8tp>it(It t 13ak T OOXXO t MAX 5 PANELS N I MIVA AdeP a HoT NOTE: u D7,-64- 414 GLASS CAPACITIES ON THIS SHEET ARE �Q o AS BASED ON ASTM E1300-04 (3 SEC. GUSTS) O O SEE agar O O SEE CHART O AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 [17� n 1 £Ipn JAYAD ANMAO o 1 A FL46 VOM S 1 g 1 p CAN. Sfe"(70 39 5/ {70 SIDEUTE WIDTH SIDEIITE wiD1H 78 ( SIOEUTE WIDTH 78'(IOC) dfOWlRg rto. FaaaE DTH DOOR FRAME WIDTH JU 213 V1{1 3-03 8111HUM TO SIDSLITB W"H DOORS SIDmm TO DOOR 9heat3.to(10 LOCK OPTIONS ' -�eT11TE LFJ1F ACTIVE LEAF HINGES: _SURFACE-MOUNT DIM BOLT LOCK 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 38-3/4' 3-1/2'X 7-8/8'X.122'THIL EXTRUDED ALUM HINGE AT 44-3%C-FLT�e BOTTOM,KEY OPERATED ON FROM BOTTOM PART IFO-107 BY SULUVAN a ASSOC. Z EXTERIOR ANO THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 HINGES PER LEAF 0 ii$$66 r33! FASTENED 2 AC"C LEAF LOCK STILE WITH ENGAGING AT HEAD AND SI.L AT 9'FROM TOP AND 8OnOM AND AT MOVAN 4(2)810-3Z X 2'ON MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON £ 1 (2)88-32 X 1/2'FN MS INTERIOR (SPACING NOT TO EXCEED 40'D.G.) 6 LEVER TYPE METALLIC HANDLE AT 39-3/4'FROM HANDLE FASTENED TO LocK STILE MINT KNOB FASTENED WITH 810 X 1'FM SO p a g BOTTOM.FASTENED TO ACTIVE LEAF LOCK SIRE (2)88-32 X 2'ON MS (S)SCREWS AT HINGE STILE WITH(2)88-32 X 1-1V4'PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH (8) SCREWS AT FRAME JAMB M•Gt AND(2)88-32 X 1/2 FN MS (2)812-24 X 1/4'FH MS 0:a1. a j CONCEALED FLUSH BOLTS BY'REGENT' h C MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE• INACTIVE L LOCATED AT 11-1/2'AND 87-1/2°FROM BOTTOM EAF 0 FASTENED TO LOCK STILE WITH CONCEALED FLUSH B.TS BY'REGENT" Q a p 88-32 X 1/2^FM US(2)SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON INACTIVE INSIDE FACE OF SIRE LOCATED AT INACTIVE 11-1/2'AND 87-1/2-FROM BOTTOM CONCEALED FLUSH BOLTS BY'REGENT' FASTENED TO LOCK SRLE WITH MANUALLY OPERATED LEVERS MOUNTED ON 88-32 X 1/2'FN TC MS(2)SCREWS PER BOLT J t7 01SIDE FACE OF LEAF STLE LOCATED AT Q u�i eT E 11-1/2'AND 87-1/2'FROM BOTTOM FASTENED TO I.=STILE WITH _ _�#8-.32 X 1/2'FM MS(2)PER SOLT g 39 78' _ 39 5/8° _ 78' 7F N / I / I \ 41 R U^M ACTNE ACTIVE IMAGINE ACTPIE ACTAN: IMAGINE 3/18'HEAT SIM D GLASS 3/18'HEAT STREN'D GLASS 3/18'HEAT STREWD GLASS ADITe►tdp Wltl tdtllBa Q SAFIEX FM BY SOUITIA' _8U_TACITE PVS BY'OUPON(' SENift/CIAS BY•OUPONT' rNtCaatJgNlaa Qplp r` NpaOte ` 3/18'HEAT STREWD GLASS 3/1$_HEaT STREN•0 GLASS 3/18•HEAT STREN'D GLASS min Plydltcl { SRKANE SILICONE SILICONE OE 2800 tiE 2800 \, OE 2�0 m SILICONE - SILICONE StUCONE WERL GE 2800 . �a C.E$8p0 j G£2800 EA4fi JAVAD AXNM CIVIL 1 1 1 CAA 0 gU1 li t9 i Irr 19 i t9 GLASS TYPE 'GI' QE GLASS TYPE 'G2 GLASS TYPE 'G3' GLAZING DETAIL At SIDELITE GLAZING OPTIONS ! 2013 W13-03 sheet 4 of 10 EDGE DIST. S TYPICAL E�ypNO EDGE OIST. SERE NOTE SHEET EEETT 1 y=STRUCTURE - //�� FAR-SPACING a SEE NOTE SHEET i .. -.- - �� 7HRGWBOLT - "-'° _ CBNtE• ,•b} _ EDtiE EDGE DIST. Z a PENETRATION - a Ot l I I TYPICAL ANCHORS TYPICAL ANCHORS SSE fyATIONS- SEE ELEVATIONS— SEE Q 8 li ii it 16 FOR SPACING FOR SPACING -" FOR_�P.AgNO (r'=-------------=-s-�1 `v1 11 MIAAp-OADE COUNIY APPROVED I! Ep g I I�cJ t �` I�CUPPED MULLION �I �Ri I1 I Ii SEE SEPARATE N It 3 IL J �! II Vt,z �•Z gI ---------- ------;t ! WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL_ANCHORS: SEE ELEv.FOR vAcm ELEV I"SPACING j4° DIAL ULTRACON Bl-' Q!-(Fue177 M F)+189 U51) zG W INTO 28Y W00D--BUCKS OR WOOD STRUCTURES ag aF 1-1/2" MIN. PENETRATION INTO WOOD (H£AD/JAMBS) g oC o a -- - - c O THRU f8Y BUCKS---INT—CONC.--OR MASONRY m -3/4°"MIN. EM Ea INTO CONCRETE-(BEAD/SILL.) $ n 1 1/4T1.1R--EM8E0 INTO CONIC. OR MASONRY(JAMBS) DIRECTLY INTO CONC.OR MASONRY S z Iq 1 3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1 g v 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .1,/4"OIA. TEKS OR. ELF DRILLING ORADE S CRS) C� INTO MIAMI-DADE COtJWrAPPROVED-MGCUONS (MIN. THK. - 1/8") 1Ni0 METAL STRUCTURES(HEAD/ JAMBS STEEL il8"THK. (Fy—= 36 KSI MIN.) a ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) r z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o _YOBasoNnplyipgwm1M TYPICAL EDGE DISTANCE pAM INTO CONCRETE AND MASONRY - 2-1/2" MIN. N - t I INTO WOOD STRUCTURE = 1" MIN. Aflrlell PmflaM s O �%`i INTO METAL STRUCTURE - 3/4" MIN. By , 1,�JH I I CONCRETE AT HEAD. SILL OR JAMBS Pc - 3�PSI MIN. 8 11 i e C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. c s II I .1 23 ANCHORS MAY BE HEX OR FLAT HEAD. I I 'y n - Falpr JAVAO AFUWO CmL 1 WEEP SLOTS a�' _ `CAR, yg ye a8 1 MIPL A d-WIng no. T�iwi OPERA9lE P)IAEYP)IAEY.'= DOOR DETAILS Ju 2 5 2013 W13-03 sheet of 10 1/4. 1 1/"MAX O 2 O LOAD SEARING T tar Tim SUCK p ';�r�.—, SEE SHEET 1 A TYPICAL _ e9 ACTIVE LEAF �a • E gt` is * OR BLOCK - _ A 22 10 1 Y. a O ••P SEE ELEV. a a - AA FOR SPAgI�Ni S al�� gG 17 � L° EXTERIOR dd 7 11 D.L OPO. 11 ilk, LIETAL _ STRIICTiWE 36 71e"MAX. Loac OPTIONS LEAF VMM SEE SHEET 4 38 S/8°WX DOOR FRAME WIDTH 2 1/2"MAX. 6 a tAA%. `+ � LOAD TI: . 2 O LDH K OPTIONS 28Y WOOD _ SEE SHEET 4 TYPICAL ANCHORS' WOOD 8 z F SPAtaNO, „9 ACTIVE LEAF INACTIVE LBO Pe 1 1 pp 22 j p a 18 O -- - o o - - a 17 C gg " TYPICAL.ANCHORS t7 g 11 7 L D.L.0P0. 8 8 D.L.On. FMOR SPA= 36 7/6"MAX. LEAF WIDTH EXTERIOR M so 0 76"MAX. Tkw p< OOOR FRAME WIDTH cra RA PC r 7058` CAK 3W s draYring no. DOOR DETAILS W13-03 JUN f 5 2013 TYPICAL ANCHORS 1BY WOOD BUCK EDGE GIST. SEE ELEVATIONS SPACING EDGE asr. sEE NOTE SHEET 1 •�d• KFOR e M l:l7lil�iGlC �°� Q ' ELL B a - iMii gao 22 13 ,B ®10x1/z' W THREAD CUTTING I r a ®06INE� QB� s B FAH END + a &AT MIDVAN TYP.HEAD/SILL II R a I I 1/2°HAX. ,3 , I I I ING L BEARING SHIN ,/4'MA1C a 1s 2 � z I .,.. WITH METAL 14 1 I � ,J + 1 + EXTERIOR 13 I � LEAF WIDTH r, + I -.•-,.- 14 i 3 a ) B a sroED WH B DOOR) o i MM DOOR FRAME WIDTH WIDTH 14 a B — —__FRAME 4 + TYPICAL ANCHORS SEE tykk LNGorWB4rld1aR HIL e i 1 p i N o ~ 22 a 13 i 18 MI>r�l t Mcf ' EBB B AHNM HIS \ m SIwin PROFILE b1 1B� F%Z. �. v .CO1tCQtETE EDCE > °�T J�SEE FOR SPACING EDGE ` FOR SPADING SIDELITE DETAILS juN X013 W13-03 sheaf 7 ar 10. Cm= mm 0 PART B REQD. DES R1PTWN MATERIAL MANP./SUPPLIER/10MARKS It v I T-51493 1/00014 FRAME HEAD 8083-T8 - 2 T-31494 2/DOOR FRAME JAMB 8083-TB 3 T-31903 IAXAF DOOR TOP RAIL 8081-T6 - 0 4 T-51492 i/LEAF DOOR BOTTOM RAIL SCSI-TB - 5 T-11502 2/LEAF WEADMRSTRIP ADAPTER 6063-76 - 6 SW-26598 1/DOOR T19LESHOIO 6063-TB - 7 T-51520 1/LEAF HINGE ME 6063-T6 - BSW{ 8 T-81496 IAEAF LOOK STILE 6083-TB 9 T-11500 AS REGO. SDELITE SLIP ON JAMB S063-78 - �j n 10 T-11801 I/CORNER ASSEMBLY STIFFENER 6983-TB - 11 FD-107 3/LEAF SUIT HINGES(.122•THK.) ALUMINUM SULLIVAN&ASSOC. cy 13 T-11499 AS REOD. SDELITE GLAZING BEAD 8083-TB - 8 n 14 T-51304 AS REOD. SDEUTE EASE ADAPTER 6083-T5 4D g 1S - AS It=. SWJTE REINF.CHANUM 3003-H14 - 16 T-11498 AS REOD. SCREW CAP(OPTIONAL) 6063-TS - 16A - AS REOD. SCREW CAP(OPTIONAL) 8083-Ts - b 17 - 2/LEAF 3/B"% 16 THREADED ROD STEEL Is - 2/fEW 3/8"K 16 NUT - - 1e AS READ. PVC DEM. 20 - AS REOD. ULTRAFAS 22 PV/-101 AS RECD• BULB WEATHERSTFOMO vom - 23 FS-840 AS REOD. PRE WITH INTEGRAL F81 W'STRPPBIO - SCHLEOEL 888 24 s023 AS REOD. FLUSH BOLTS DELTA DID. Z 25 T:P-8111 - ENTRY IOCKSET KwwSET 0 W 26 is X 1- 4/CORNER ASSEMBLY SCREWS.FH SELF DRILLING AT ALL FRAME JOINTS 27 e8 K 2-1/2' 3/CORNER I ASSEMBLY SCREWS,PH SMS - 28 #S K 1-1/2• 2/CORNER I SDEIIM ASSEMBLY STREWS,FH SELF DRILLING - SEALANTS: °n FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. o� FTaltda waft MlaAt! a � C 6 h _AHMAD p AC.A�N f35�2 ° drawing no. W13-03 JUN 25 2013 srle6L a Or ra r --4.CW .078 ,.384 1.4a5 2.128 .082 .375 ,838 .748 Z 3 2.250 1.484 145 0.312 i I k-1.883 WEATHERSTRIP ADAPTER 18 SCREW CAP $ 2.125 �C FRAME HEAD t 292 2.162 � ® 8 n 2.250 ,838 .045 I 9&Q 2.000 ® I I 8 a Q g 1.887 .91I- ® 1.963 COW 13 SIDE UTE GLAZING BEAD 5/161 ©© a 5.638 �1 S LIL-. k .078 4.895 . ® 3.378 1.750 875 .078 I O ® � O2 FRAME JAMB I�-ao�---�I 2.000 1.813 ® i° 1.750-1 O7 HINGE STILE 'a �SIDEUTE BASE ADAPTER 18 ALUMINUM HINGE O M A 8 78 ,280 $ �z 3.500 a•� 1.750 3 g I 1.128 g�d 4.818 O .876 4.808 O TOP RAIL O LOCK STILE 10 ASSEMBLY STIFFENER F° 2.057 9781 .078 °1 1.445 bAAro►edm� Bwimmo 2.408 I �rfaOttda 1.896 Mtap{ � 1.125 8Y 4 �_ .078 4.156 Sam 8900 c a 6.000 O SIDE UTE JAMS W68 .125 �2.177�� .095 3.780 Eagn.Ua/ODgYgU.�O FL4,PE&7 as m , 9 900 ; �1.780�1 982 4.000- drawing no. l5 W13-03 OO BOTTOM RAIL THRESHOLD SIDEUTE BASE GLAZING BEAD SIDEUTE ALUM REINF. sheet g of 10 MUMF MIAMI DADS COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY l 1805 SW 2e Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2509 NOTICE OF ACCEPTANCE (NOA) www.m1amWadeAmay,&eM/ PGT Industries,Ilse. _ 0 T eeud� ►Dr1ve � lli'1 Korth`V+enil ,RL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials.The documentation submitted has been reviewed and accepted by Miami Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCWUON:Serlowf' 7100 Alain, m HorizontatSlidi t'W It APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/2006 with the latest revision T' dated 10/17/2b11, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. IYImII..E IMPACT RATiNG..Large and Small Missile Impact nestift ii� LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved"unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1,evidence pages lrl,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. �(,CeAY NOA' b x II14.04 W. Expiration Date: December1,2016, Appmval'Da�te: 1'ebrga 16,20# PGT Industiri m Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submfed under NOA-Is No.'s 07-081 5.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: l)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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.-FTL--5330, dated 07/1812007, signed and sealed by Carlos S. Rionda P. E. (SubmVed an der NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 105 per FBC 24113.2.1,TAS 202-94 and-per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11,4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06--0405.06) . Jaime D.Gasco P.E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/16/06, signed and sealed by Robert L. Clark,P.E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS PVB Interlayer" dated. 09/08/11, expiring on . 12/11/16. 2. Notice of Acceptance No. 0&-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence,dated 10/25/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Owr; the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007,dated 06/29/2011,signed and sealed by Robert L.Clark,P.E. (Submitted under previous NOA No. 11--0630.02) 5. Laboratory compliance letter for Test Report No. FTI,--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA Na 07-0815.09) 3aime D.Gaston,P. . Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 PVT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS CONTINUED 6. Laboratory compliance letter for Test Reports No.'s FT"58 and FT7 -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08!2006, signed and sealed by Edmundo Largaespada,P.E. (Submiited wtderNOA No. 06-0405.06) V. OTHERS 1. Notice of Acceptance No. 11-0630.02,issued to PGT Industries, Inc. for their Series "HR--710 Aluminum Horizontal Roller Window— L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D.Gaston,P.L Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 21 FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLA88 CAP. A fV18°LAMA CONSISTING OF(2)Lf7ES OF 1/8°ANNEALED OLAS6 WITHA,O90UUP'ONT BUTACITE OR SAFUWAEPSAFE MAXIMUM PVS INTERLAYER B.818°LAMI CONSISTING OF(1)LITE OF 118°ANNEALED GLASS AND(1)LiTE OF 1Ar HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER C.8116°LAMI CONSISTING OF(2)LITES OF IV HEAT STRENGTHENED GLASS WITH AN=DUPONT BUTACITE OR SAFLE)UMEPSAFE MAXIMUM PVB INTERLAYER D.7118°LAW CONSISTING OF(2)LITES OF 3M8'ANNEALED GLASS WITH AN M DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER I-718°LAMA CONSISTING OF(1)LATE OF 3M8•ANNEALED GLASS AND(1)LITE OF 3118°HEAT STRENGTHENED GLASS NTH AN M DUPONT BUTACITE OR SAFLIMMEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F.711W LAMI CONSISTING OF(2)UTES OF 3Mr HEAT STRENGTHENED GLASS WITH AN AM DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER GENERAL NOTES_—1 GLAZING DETAILS............2 G.13Mr LAMI K4:(1)LITE OF 118'OR SRO'ANNEALED(MIN.)GLASS.BMW OR 3V AIR SPACE AND 611W LAMA CONSISTING OF(2)LITES OF 1B"ANNEALED GLASS WITH A DESIGN PRESSURES__3 MO DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB IN7M"YER ELEVATIONS..................».4 VERT.SECTIONS............6 H.13118°LAMI IQ(1)LIVE OF 118°OR 3118°ANNEALED(MIN.)GLASS,6M8°OR 318°AIR SPAN AND 6118°LAMI CONSISTING OF(1)LITE OF 1/8°ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS-....-8 PART'S UST.....»..„.........-8 OF 918°HEAT STRENGTHENED GLASS WITH A J�0 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER EXTRUSIONS._..._.......—7 1.13MO'LAMA IG:(1)LITE OF 118°OR 3118`ANNEALED(MIN.)GLASS,8MS°OR 3G”AIR SPACE AND BMW LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS CORNER DETAIL__.8 WITH AN.090 DUPONT SUTACITE OR SAFLEXACEEPBAFE MAXIMUM PVB INTERLAYER ANCHORAGE..................»5-11 J.13MW LAMI IG:(1)LITE OF 116"OR 3/18°ANNEALED(MIN.}GLASS.3MO'OR IM AIR SPACE AND 7118'LAMI CONSISTING OF(2)LPrrEES OF 3flW ANNEALED GLASS WITH AN M DUPONT BUTACTE OR MAXIMUM PVS INTERLAYER K.13/18°LAMI IQ(1)LITE OF 118°OR 3116°ANNEALED(MIN.)GLASS,3116'OR 11C AIR SPACE AND 718°LAMI CONSISTING OF(1)LITE OF 3M8'ANNEALED GLASS AND(1)LrrE OF 3M8'HEAT STRENGTHENED GLASS WITH AN.0w DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L.13118°LAMA IG:(1)LITE OF 118°OR 3MW ANNEALED(MIN.)GLASS.3MW OR IW AIR SPACE AND 7116°LAMI CONSISTING OF(2)LITES OF 3M8°HEAT STRENGTHENED GLASS WITH AN=DUPONT BUTACITE OR SAFLEXnQEEPSAFE MAXIMUM PVB INTERLAYER 2.CONFIGURATK>IS:QX,.2M 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13 42- B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND OL488 TABLES ASTM E 130042. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. P 8%' ft 6. HUTTERS ARE NOT IEQUIRED. GNU �► 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL ,FTL4859 AND FTL-M. ELOO TEXTRON NQA'0441721.01,03 M8.06 ANSUAF&PA NDS-2008 FOR WOOD CONSTRUCTION ADM•2WSAWMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENT$OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ��`�� JSF�'• k HURRICANE ZONE(HVHZ). 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. = OF r7clar J.L 1a �1 FJ a09oG0EC G ERAL N07W .• .F. JA !1 D AWWlGW7VW70ffWFD .3FrAf0M 'No �� S+ 0 C, FJC 4I4�07 0 nD Fn43W 7:OAWW F&C3Af#.NMSTO C UAVWTEPT. ALLlAL HORtZON7'AL ROLLER WINDOW A FACT �� SI ONA%%%%' a �„� .� FA 201w JA 9 Better fA�fO NTS 1 s 11 4127-10 E 0.LY u�r e 2-1; 60 21 so 1n•NOM. Ire Nom. G7 EXTERIOR CINNTERIOR 53 GLASS BITE GLASS SITE l 61 80.81,82 61 83,84,86 IV ANNEALED OR HEAT STRENI�GLASS 3/1WANNEALED OR HEAT STRENGTHENED GLASS MO SOLUTIA OR DUPONT PVB YER 090 SOLUTIA OR DUPONT PVS INTERLAYER 1B ANNEALED OR HEAT&TREK ENED GLASS 3fIW ANNEALED OR HEAT STRENGTHENED GLASS BMW NOM. 7/Ir LAMINATED 6"LAMMWTED GLASS 7/18°L.ARAINATED GLASS 21 60 21 60 1/2°NO'M. 112°NOM. 69 GLASS SITE 69 GLASS SITE 62 62 88,87,88,89.70,71 72,73,74,76,78,77 _ �o°Dtaet�uwtIas U8°ANNEALED OR HEAT STRENGTHENED GLASS 3118°ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER ! SOLUTIA OR DUPONT PVB INTERLAYER IV ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS P16/18"LAMINATED 7118°LAMINATED tvtfacd 12ado 6118`OR 3f rAIR SPACE ^ 3118"OR IWAIR SPACE IV OR 3118°ANNEALED OR TEMPERED GLASS U 118"or 3118"ANNEALED OR TEMPERED GLASS 13MOINOM. 13N8°NOM. 1I t I 13/18°LAMI IG GLASS W/6/16"LAMI 13/18°LAW IG GLASS W/T/18°LAMI ;�.I LYNN M�,,''�'�, AO FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. -_ Ja iQ ,oro reawaoo,eve ODETAlL3 O68 ,c:' 13TA •..Ftos�QP'co Z JJL 8?QHi D (O QAF TOi 7 +SOFTWM NOt(ObtlB I�3QdH a" 'i �� nwiv F!L anaror c AtOC1 T1�8tflOT PasQoc,sw M.HORMOAITAL ROLLER��NDOW IMPACT ''%cSS10NAV • F2 ?> Sly NOICObOB.P136274 Vtdbly 8exer NITJlo FuJq 2 a 11 4127-90 E a v s I TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 3/8" 48" 50 5/8" 54" 80" or 84" A,B,G,H +80.0 -60.0 +80.0 -80.0 1 +60.0 -80.0 +60.0 -80.0 +80.0 -60.0 +80.0 -w.0 +80.0 -80.0 +80.0 60.0 98" A,B,G,H +60.0 50.0 +60.0 •60.0 +80.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -88.8 +86.2 56.2 0 108 318" FOR INSTALLATION IN A,B,G,H +6D.0 -W.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 •55.2 +62.3 52.3 TMHVHZABOVE30 FT.GLASS 108" A,B,G,H +60.0 -60.0 +60.0 •80.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +54.6 54.6 +61.7 51.7 LSHAU.HAVEASa- LSHALLHAVE A 999" A,B,G,H +80.0 50.0 +60.0 -eo.0 +80.0 -80.0 +60.0 -60.0 +60.0 '-60.0 +69.6 59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED LM GLASS CAP.BOTH THE DP UP TO 111" C'I +60.0 -60.0 ANDANCHOR UP TO III. D,E,F, OUANTITYRENWN J,K,L +75.0 7b.0 UNCHANGED. TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO, or TO 7/98" A'B'C, q� G,H'I +60.0 -60.0 ` TO 86 7/18" D'E'F' +78.0 75.0 �AA'j, TABLE 3. u'b OX AND FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS _WINDOW HEIGHT -�TTPE 28" 38" 36 318" 45" 60 518" 54" 80" 63" 80" A,E,G,H +76.0 76.0 +75.0 75.0 +76_0 _75.0 +78.0 78.0 +78.0 -78.0 +78.0 75.0 +75.0 -75.0 +78.0 75.0 88" A ,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 2 +75.0+75.0 75.0 +74.2 -74.2 +70.2 70.2 72" B,G,H +75 0 -6.0 +75.0 76.0 +75.0 78.0 +75.0 7fi.0 +16.0 +75.0 -78.0 +89.6 -89.6 +85.2 6 .2 74" A,�,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 •63.8 mew UP TO 74" '� �' +75.0 75.0 ND ' GLASS TYPES:TEST REPORT F7L48W(XO)Q,1`764859(OX&NO)AND FTL53m /�8/1J6°LAMI-(1/8°A,.090,1/8°A) G.13118°LAM]ICr1/8°OR 3118°A(BAN.),5118'OR 3!8°AIR SPACE,6/16°LAM]-(1/8"A,.090,9/8°A) B.5/16°LAMI-(1/8"A,.090;978TMHS) H.13/16'LAMI IG-1/8'OR VIM(MN.),5116°OR 318°AIR SPACE,6/18°LAMI-(1/8°A,.=,1/8°HS) C.6/16'LAMI-(1/8"HS,.090,118°HS) L 13/18"LAMI IG-1/8'OR 3118°A(MN.),6/18'OR 3/8°AIR SPACE,5/16°LAMI-(1/8°HS,.090,1/8"HS) �` tLYNN D.7/18'LAMI-(3/18'A,.090,3/18"A) J.13/16°LAMI IG-118'OR 3/16'A(MN.),3/18°OR 1/4'SPACE,7/16°LAW-(3/18'A,.090,3/18'A) E.7/16'LAMI-(3/18'A,.090,311(°HS) K.13116'LAMI IG-1/8'OR 3/18'A(MN.),3/18'OR 1/4'SPACE,7116'LAMI-(XIMA,.090,3(16°HS) 66703 F.7/18°LAMI-(3116'HS,.090,3/18'HS) L.13/16'LAMI IG-118°OR 3/16'A(BAN.),3/96'OR 1/4'SPACE,7116'LAMI-(3118°HS,.090,3116°HS) rc�` �afnnt E lAWQW= V-02. dF.x R gBrl�rBlroil t D ADDED(GGAPTO� w90FTlVOtE T DES/GN PRESURES IMTECENOUMDRM nroxa8,a3e RVAN- ......... aOrnIaaO'HruER A�p� - lORZONTALROIlERWA�OW 0 WWFEMWANOPnVN&tVM?EABMEr3V0DPg maP=sa MACT a� C.?� ` � � mowli tu�o NT8 3 e 11 4127-90 E PEa Fx Ai. 27 3fir 27 3W 27 3W MAX.DLO 64 6✓lW M1AX.DLO FA D MAX DLO MAX.OLD VENT VENT sm D D g g g g x0 X X 0 x ill I I — ill J L�'-11 110"MAX.WIDTH I.F.FRAME--� i� -0 711W MAX.WIDTH I.F.FRAME—� 111"MAX.WIDTH FLANGE FRAME 7116'MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4112-1/4) DETAIL C-XOX(113-1/3-1/3) NOTE: 33 8116°MAX. 33 811S"MAX. 1.SEE SHEET 6 FOR VERTICAL AND HORMONTAL SECTION DETAILS. DLO FACED C DID VENT 6.MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL A A FEE 15 673 ( G" CONFIG. MAX. MAX DLO ALL / DLO ALL 15 I.F.FRAME FOW LT / / VENTS Br MAX. meat eta / LF.FRAME Aaoopt�apPb — e�. X CONFIG. — 1 13 FLANGE FRAME LYNN 73"MAX.WIDTH IF.FRAME 74°MAX.WIDTH FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) =is No.58706 M 1mr7N1 a 6 sir _ — ,cior�nre ELE{/i4TtOA►S -�0.��7; ,:`Z : Fcota�•'O .cR ennral o AfOQ1fAI�ETilNBHBiT aaco►ne w ors T a• `FS �,• F.16 maw C PO BQ7tt6T8 Wdb�Bamsr AUK�R� I�.l IMIIVDOW IMPACT ''a 5 �`l FdG .td Sr331gB rmxamms r�smt i9PIAD IV75 4 +11 4W-?0 E P.esmm INTERIOR 37 32 38 1 22 2 EXTERIOR INTERIOR 13 21 MAX VENT DLO {-- MAX FDaD DLO —� MAX r DLO MAX.VVIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HMIC�X 94TTMOR 17 35 32 37 FLANGE FRAME MAX VENT Q DLO 18 MAX FIXED DLO 22 I MAX FDiD DLO MAX VENT DLO 43 MAX WIDTH(I.F.FRAME) 21 EXTERIOR SECTION/kA (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 PROD=PXYAW 2 mewl;$ Du aftoob 12 24 8 EXTERIOR INTERIOR 4�Qd 7 12 - 21 7 EXTERIOR INTERIOR I I I I I .�u 10 SECTION C-C 42 SILL HEAD NQ' 705 8 =_ FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION, J.L I fmanf 8 liwcmwwTmmiw wfafftauvaoa+owva _SECTIM p.�' srA OF Roro lamw am J.R. amt 1 a ,� NOOCO°°e' ALUM.HQRlZOMMAL ROLLER IMNDOW IMPACT si ON,1A�,4' FJG C AOD /TBIB4f AND NOxObne.w 3azri Vtrtb�Betks Z"10IWIFA,P.e. FJG 9 JA 9/1&W rwsw 1416 14 rsn4!?7-70 E PBf68706 fM DW(G;f IFLANGEFRAMESILL DESCRIPTION MArL paw rm DWGt REV DISCxRIMON MAT'L PGM 1 4102 FLANCEFRAMEHEAD 6063--T6 AL 612237' 66 CLASS 13/16°IAMI I&YVA 3WAIRSPA 5/16'LAW 1/8"A .090 YrA 2 4025 SASH STOP ANTI LIFT CLIP 6063-T5 AL 612244 67 ° 13/16°LAMI 10•I/8°A . 31V AIR SPA 51160 LAMI 1/8" .090 P 118" 3 �N8X3/4PH.PANHEAD 7834AA 68 ° 13/16°LAMI 10.1/8°A . 3/8°AIRSPA 5116°LAWQArHS.090 WES 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 ° 13/16°LAMI 10-3/16-A . 5116°AIR SPA 5/160 LAMI I/S"A .090 I/80A 6 4136 606346AL 641M 70 13/16°LAM 103116°A NMI 5/16°AM VA 5116°LAMI IWA,00 I/8° 7 4137 SHLADAPTOR 6063-T6 AL 64137 71 " 13116a LAMI]GY16°A QAXJ 5/16°AIRSPACE,5116"LAMI I/8°ILS,.090 IMBS p 8 4131 ROLLERTRACK 6063-TEAL 64131 T2 13(16°LAMI 10-US-A 1/4°AHISPA 7/16°LAM1 6"A .090 3/16°A 10 71298 WEEPHOLECOVER POLYPROP. 71298 73 " 13/16"LAMI IGI/8°A IN. 1/4°AMSPA 7/16°LAMI 6"A .090 3/16 12 1626 ADHESIVE OFEN CELL FOAM PAD 7PAD1626 74 " 13/16°IAMI 10.1/8°A IN. 1/4°AlIt SPA 7/16°LAMI 6°HS.M 3/l6' 13 4002 A FLANGEFRAMEJAMB 0063-716 AL 612225 75 13!16"LAMI IG•3/16°A . 3/16"AIR SPA 7/16'LAMI 01161A..090 PVIX 3/1&A 14 4134 (1/1SKE1 F(}RMAINFRAMESILLJOIAIT 74134W/K 76 13116°LAMI ICI.3/16"A j3/16"AIRSPA 7/16"LAMI 3/IB" .090 3/16" 15 1155 @8X 1.000 UADPN SMS 41 A 77 " 13/16 LAMIIC/•3/16"A 3(16"AIRSPA 7/16"LAMI 1 .090 3/16° 90 1014 SCREEN FRAME &VER 3105-1114 AL 16 4110 0 SCREEN ADAPTOR 6063-T5AL 64110Q 91 1630 1 ISCREENCURNERKEYWAUNGS POLYPROP. 17 4054 B FIXEDMEef1NQRAIL 6063HD•T6AL 64054A 92 1631 1 ISCREENCORNERKEYWOUTRINCS POLYPROP. 19 40M WSW.187 X FIN SEAL 640M 93 1073 SCREEN SPRING ST.ST. 21 4105 SASHTOP&BOTTOM RAH. 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP X XX BAM FIN SEAL 616M 95 1635 SCREEN SPLINE-.135 DUI.HARD EM PVC 23 225-1 ROLLF.RHOUSING&GUIDE 42112HD 96 ISCREEN CLzmm 24 226 BRASS ROLLER WIMMS BRASS 7BRWHL2 29 4128 HORVMALROLUR SASH TOP OUIDE PCRYPROP. 44123N 32 4006 D ISASHME11ITNORAIL 60694S-T6 AL 64 6 2710 33 1235 WM?-170 X 270 HAM FIN SEAL 67S16G 35 1096 1 ISWEEPIATCH DH3CAST 71(66 36 1016 08 X.625 FH.FL SMS 7858 37 4126 SASHSIDE RAH. 6063-T5 AL 64126 2 38 1683 WSTP X 2X1 BA PIN SEAL 616830 39 7070 BULB WEATHERSTRIP.187 X275 67070K 40 UFCRAILCOVERCAP 74078"CJ'LORR 41 4139 LF.FRAMEHEAD 6t�T6AL 64139 42 4140 6063-T6AL 64140 8 I.F.FRAME HEAD 43 4141 TY.PRAME JAMB 6063-T6 AL 64141 94139, 50 GLAZING W DOW 899.995OR DIVALENT 51 1224 VRMCLAZINGBEADBULB CC 6TP247W PA .52 1225 VDMG4AZINGBBADB1ULB 6TP24SK 2.784 8q 53 4039 B G AZINOBFAD-5/16° 6063-T5 AL 6403913 a auaft ome 54 4044 B CHAZWGBEAD-5/16"W/aRaLur 6063-T5AL 644703 082 3.152 g0(p 55 4222 A CLAZHNGBFALI-7/16" 6063-T5 AL 64222 S6 985 C CLAZI NOBEAD-7/16°WKIRILLKPf 6063-T5AL 6985 1 '082 59 4067 1 CLAZINGBE4,D-13/16" 6063-T5 AL 64067 60 CLASS 5/16"LAMI Yr A,J)9D FA 1/8"A O I.F.FRAME JAMB 61 ° 5/16"LAMI 1/8" 090 1!8°HS 84141,8083 T8 ��ON`t IYIdW 47��'�� 62 5/16"LAMI 1!8°M_090 PVB,l/8°HS �� Vim"''• �'� 63 ° 7/16"LAMI 3/16°A,A90 PVBj 3/16"A 64 ° 7/16°LAM1 3(16° .090 3(16"HS 2 710 85 ° 7/16°LAM[ 3/16"HS..090PVB.3116° 42 I.F FRAME 04140,6083-TO WTAI �J.4 1QH7{!1 E N0f9fAAt@HT1fl881!@sT 0 0 JJ7. owl 0 AWW 7001A387YPF8 �N ��,,�� u�T ,o' •FLOR10p.• (�`,.• FJC 4MW 0 W N 41 42a43 N Pa�pc� d ALUM.HORIZONTAL ROLLER VHINDOW IMPACT �'�14F11 NAL FJC T/1M dd a Fa7ra NMI B s 11 X4127-10 E a� PB �-1.813-•�••I� ' •082 -+{ 1.187 f•+•- � .738 3 62 +I I q 443.�-7 1 O SASH STOP COVER 3.4 W 4 #4053,6063-T5 � I L Enoa-� +--2710—y O FLANGE FLANGE FRAME SILL FRAME SILL ADAPTER —z � O #4130,8083-TO O #4137,8083-TO T .082 1 081 1•�eT 13 FLANGE FRAME JAMB L —4--M .�_ >z4002n,W03-Ta •T 7�t AIVL �-�-1.4«x•.-� O ,W03_-TS O HORIZ RO RgTRAGK 17 FIXE#4050. RAIL SASH 062 z 79 1.63 0 7 L49-4 2�j�j .878 1.081 1.W8-��---" OSASH TOP&BOTTOM RAIL S2 SASH MTG.RAIL 37 SASH SIDE RAIL O GLAZING BF.6/18' exonucr sav 21 #4133,6083.76 #4008D,8OWS-TB #412%808346 #4039%8089-T8 qB X10 g ow .ow I � .050 I '� 1 im 1 ---�^IT 1.1115 1. 7 „LYIdM` oGLAZING BE .5116" GLAZING BEAD 7/16° GLAZING BEAD,7/18° 58 GLAZING BEAD.13/16° �.��.j.�NV• � ''., #40446:80&9 TB o #4222A,W63-T6 0 AM,8083•T6 0 #4087.OD83•T6 `•�; ��CEN.SF .. .: (USED w/GMLL (USED W/GRILL = 6Jo 58706 ' crz .r c 4467111 E 6 MEr EX US/O1V3 �tornvP.•' J.R. 89411 O WGHANfi TM&%10r 'MXWW%F.s — � FJC e11aws c IV7JfWA6Yl7t81iE8r PA BQ%,6� HORIZONTAL ROLLERNDOW,IMPACT' AL�E �� „ t,oxanl8�9ane l4Buror 6iR710 H6►if 7 •11 4127-1C E 6iPe FJG 2WW JJ ANCHOR QUANTITIES,XOX 1/41/2-114 WINDOWS TABLE 4 NOTES: GLASS TYPES A.B,C G,H,1 GLASS TYPES D,E,F,J,K,L ANCHOR TYPE $3,WOOD 2,CONC 1.CONC 2,3,WOOD $CON( 1,CONC 1.ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-114"ELCO 384 CRETE-FLEX 3-#12 STEEL SCREYYS(G6) &SUBSTRATH aums I ZON55 ZO S le WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2.GLASS LAM (118"A W0,1f8°A) FOR INSTALLATION IN THE HYHZABOVE 30 V S.6118'LAW-(1/8"A,090,11W HS) FT,GLASS TYPES G-L SHALL HAVE A Q 8M8"LAMI-(1f8"HS,.�.1f6°HS) TEMPERED I.O.GLASS CAP.BOTH THE DP AND 63.128x 3B.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D.7118"LAMI-(3%S"A 000,WS-A) ANCHOR QUANTITY REMAIN UNCHANGED. 4&MD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+t +1+02+1 3 E.7118°LAMI-(3f1(°AM.3f18°HS) 80.828 1+t2+1+t2+1 3•1+tx+1+C2+1 3 1+t +1*t2+1 3 1+C2+1+(2+1 3 1+02+1+(�+1 3 1+(x+1+01+1 3 F.7H8°LAMI-{3/18°H8„090,�18'H8) G.13M8°LAMIIO-1li'OR3MWA(MIN.).811("OR318"SPAN 8118°LAMI-(1B"A,.09D,IWA) 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C.2+1 3 H.13118°LAMI IG-118'OR 3M8”A(MIN.),8f16'OR 3V SPACE,6M8'LAM-(1B°k090,1W HS) SC.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+•1+C2+1 3 1+C2+1+C2+1 31 1. 13/1S"LAMI IG-1/8°OR 3f18°A(MN.),6110-OR 318°SPACE,GFIr LAMI-(IW HS.M V8°HS) J.13M8'LAMI IG-11"OR 3M8"A W13M6'OR lW SPACE,7M8'LAMI-(3/18"A,.080,3M("A) 53.000 1K2+1+C2+1 3 1+C2+1+01+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+•1 3 1+CS+1+C3+1 3 K.13H8"LAMI IG-1/$"OR 3f18'A(MIN.),3M8'OR IW SPACE,7118"LAMI-(3M8"A,I=.3M8'HS) SM0Wx 38.378 1+C2r1+C2+1 2 1+C2+1+0+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+2+42+1 2 L 13118"LAM 10-Iff OR 3118"A(NUN.).3MS"OR 1/4'SPACE,711('LAMI-(3118'HS,.090,3118'HS) 48.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+•1 3 1+C2+Z),M+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.828 1+C2+1+C2+1 3 1+C2+•1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+CZ+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 64.WD 1+Cg+1+C2+1 121+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+•1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+•2+C1+1 3 HEAD&SILL:10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLNE. 80000 1+02+1+tN+1 1+( +1+02+1 3 1tt2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+Cd+1 3 1+C3+2+C3+1 3 283/4 MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNED AND 22 Iff MAX.O.C. 83.000 1+C2+1+C2+1 1+C2+1+4;2+1 3 1+C 2+1+CZ+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+03+2+05+1 3 TABLE KEY: 74.000x 38.378 1+C2+2+C2+1 2 1+C2+2+Ct+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C1+1 2 A 4/.CO 1+C2+2+C2+1 1+C2N+C2+1 3 1+C2+•2+C2+1 3 1+C2+2+C2+1 3 1+C2+2*C2+1 3 1+C2+2+C2+1 3 1+03+4+C3+1 3 OR QUANTITY PER JAMB 00.825 1+C2+2+C2+1 1+(2+1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+0x+1 3 1+C2+2+01+1 3 HEAD AND SILL ANCHOR QUANTITY. 84.000 1+C2+2+C2+1 3 1+C2�1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+9 3 1+C2+2+C2+1 3 1+CS+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 80.000 1+C2+2+ 2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+CS+2+C3+1 3 AT ANCHOR AT EACH RAIL PL�V ANCHOR AT EACH OPERABLE VENT SILWO 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+CS+1 3 1+(3+2+(3+1 3 1+(2+2+(2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FDMD SECTION. 84.omx 3&378 1+C2+2+C2+1 2 1+412+2+C2+1 2 1+(2+2+(2+1 2 1+(2+2+(2+1 2 1+C2+2K;2+1 2 1+C2+3+C2+1 2 (12)ANCHOR TOTAL AT HEAD AND SILL 48.000 1+C2+2+C2+1 3 1+C1+2+C2+1 3 1+(2+•2+0+1 3 1+C2+2+C2+1 3 1+(2+2+0+1 3 1+C3+3KR+1 3 (3°MIN.O.C.ANCHOR SPACING) 00.11 1+Cx+2+C2+1 3 1+C2+2+•C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+S+CS+1 3 84Jo •1+(x+2+(2+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+•1 3 f 26 314'nwL 6D.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+CS+2+C3+1 3 1+CS+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 L �—r MIN. 6&= 1+02+2+02+1 3 1+C2+2+C2+1 3 1+CS+2+C3+1 3 1+C3+2+CS+1 3 1+C2+2+C1+1 3 1+04+3+04+1 3 V� X 0 x 10S.376x 38.378 1+02+2+C2+•1 2 1+C Z+•2+C2+1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PROIWCTREVNM 48.00D 1+C2+3+C2+1 3 1+02+2+4x+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+(2+3+4;2+1 3 1+C3+4+C3+1 3 MTG,RJUL,ryp as aomPl wb64wi9ori8e 50.828 1+C 2+•3+02+1 3 1+C2+2+C2*1 3 1+C3+3+C S+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER WJ QTY,OF(3)ANCHORS � 64.0100 1+C3+3+C3H 3 1+C2+2+C2+1 3 1+CS+3+CS+1 3 1+CS+3+03+1 3 1+C3+S+4x+1 3 1+C4+4+04+1 3 SHOWN IN TABLE KEY ABOVE SMOM 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+04+•3+04+1 3 1+C4+3+C4+1 4 1+C3+3+Cx+1 3 1+C4+4+C4+1 3 p S3 000 1+C3+3+C3+1 3 1+C2+ZH:2+1 3 1+C4+3+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+C8+4+C6+1 31 3/4"MAX 111.000x 35.378 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+(2+3+(2+1 3 1+(2+3+(2+1 2 1+C2M+C2+1 2 +1 f 111 C r i 48.000" 1+C2+3+C2+1 3 1+Cd+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 140r3+02+9 9 1+0t4+03+1 9 8„Rte. `�� 01Jr LYE al/ ��i X O ` ��,,......... X 60.625 1+Cx+3+C2+1 3 1+(2+2+(2+1 3 1+C3+3+CS+1 3 1+03+3+03+1 3 1+C3+3+C3+•1 3 1+C3+4+C�1 S 84.000 1+03+3+C8+1 31+C2+2+C2+1 31+C3+3+03+1 31+C3+3+C3+1 31+C3+3+C3+1 31+04+4+04+1 3 *' No.69708 ' 50.000 1+CS+3+C3+1 3 1+(2+2+C2+1 3 1+04+3+C4+1 3 1+04+3+04+1 4 1+C3+3+C3+1 3 1+04+4+04+1 3 MTG.RAIL,TYP. = 83000 1+()8+8+03+1 3 1+C2+2+CZ+1 3 1+C4+3+C4+11311+C4+3+C4+1 4 1+C4+3+CA+1 3 1+08+4+01+1 4 E NIPLE CLUSTER W/QTY.OF(4)ANCHORS --D t' �p' Z oF�,r�� J= 1t1nm1 8 tWDCHANGETINSHEET '. _ T ANCHORAGE SPACING xOX 1/4-112-1/4 Ftomop.. Frc. 1 a r/�nar�r. e�ssELearvnu cl�tuana oRCaPnal Nac'� a ALUM.HORIZONTAL ROLLER 6MINW ,IMPACT �'SS;�N,A''4(+�;,G��` my ama MCQroA99.FL 3Md70 �a.r.++,ea �r , +ono+s ALYNI+t�P.B FIG A m ro 0 NTS 8 s 11 4927.90 E P.esesm ANCHOR QUANTITIES XOX 113-1440 VANDOWB TABLES GLASS TYPE8 A B.G,H GLA88 TYPES C.D.E.F.IA&L NOTES: ANCHOR TYPE 2.3.WOOD 2.CONC 1,CONC 2,3,WOOD $CONC 1.CONC 1.ANCHOR TYPES: &SUBSTRATE 7DNES ZONES ZDNES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114°ELCO SS4 CRETE-FLEX 3-812 8TEE SCREWS(GM WW IN=SIZE HEAD&SILL HEAD'&SILL HEAD&Su HEAD&SILL HEAD&SILL HEAD&SILL 2. E.S(r LAM-(1(8°A,.�0.1V A) �GLASS INSTALLATION N THE SHALL ABOVE 30 48.00E x 3&378 1+C2+1+C2+1 2 1+X2+1+02+1 2 1+C2+1+C2+1 2 1+X:2+1+02+1 2 1+C2+1+,C2+1 2 1+02+1+C2+!.! C.6118°LAMA-(1/S°HSAM'IV HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 48.00 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+12+1+C2+1 3 1+XZ+N•t2+1 3 1+C2+1+(2+1 3 1+C2+1 O.7M8°LAMA-(3H6°A M%3M8°A) ANCHOR QUANTITY REMAIN UNCHANGED. 80.8, 1+C2+1+02+1 311+02+1+ 1 3 1+C2+1+C2+1 3 1+C2+1•K2+1 3 1+C2+1+C2+1 3 1+C2►1+X2+1 3 E 7/18°LAMI-(316"A,0110,318"HS) 0+• F.718"IAMB-(310'H8,.080,310'HS) . 54.000 1+02+1+02+1 3 1+Xg+1+(2+1 3 1+C2+1+(2+•1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13f18°LAM IG-1/8°OR 3118"A{NUN�SJ'18°OR 318°SPACE,6198"LAMI-(1B A,.080,IW A) 60.000 1+5+1•K2+1 3 1+C2+1+C2t1 3 1+C2+1+C2+1 3 1+C2+1+Ca+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13M8"LAM]IG-IV OR 3MS"A(MIN.).SM8"OR 3V S PACE,6118"LAMI-(1/8"A,=,'1/8°HS) 83.000 1+C2+1+G2M 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+42+1 3 1+02+1+X7+1 3 1+CS+1+X3+1 3 I. 13M8"LAMI IG-1�"OR 318"A(MIN.),SM8"OR 3+B"SPACE,6118"LAMA-(1f"HS,080,1/8"HS) 53.128x 36.378 1+C2+1+C2+1 2 1+C2+1+02+1-2-/+C2+1+C2+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 J.13M S LAN IG-1I OR 3118"A(MIN..,3186 OR U4°SPACE,718°LAWN•(318"A OSO,3/1(r H K 1318°LAMU IG-118`OR 318°A(MIN. 3110`tNt 9!4"SPACE,718°LAW!-(31'18°AL,.�O,318°H8) 48.00 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+X2+1+C2+1 3 L 13118°LAMA IG-1156 OR 3M0'A(MIN.),3MW OR V4"SPACE.7118"LAMI-(318"HS,CD,3M86 H8) 50.= 1+(2+•1+C2+1 3 1+12+1+C2+1 3 1+C2+1+(2+1 3 1+02+1+C2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.000 1+C2+1•K2+•1 3 1+C2+1+C2+1 3 1+C2N+C2+1 3 1 1+(2+1+(2+1 3 1+C2+1+(2+1 3 11X2+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+02+1+C2+1 3 1+C2+1+(2+.1 3 1+02+1+C2+1 3 1+C2+1+(2+1 3 1+X2+1+C2+1 3 1+03+1+X3+1 3 SLWO 1+12+1+C2+1 3 1+12+1+C2+1 3 1+12+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 HEAD&SILL'10 VZ°MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.=x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+Cd+1 2 263W MAX FROM CORN JANeS: S"MAX.FROM CORNERS AND 22112"MAX.O.C. 48.W0 S+C2+1+C2+1 3 1•M2+1+C2+1 3 t+C2+1+12+1 3 1+C2+1+C2+t 3 1+(2+1+C2+1 3 1+(2+1+C2+1 3 TABLE KEY. M625 1+C2+1+C2+1 3 I+2+1+12+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+(2+1+12+1 3 X _q A 84.01 1+12+1+C2+•1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14cbl+02+1 3 t+C3+1+C3+1 3 1+C3+1+C3M 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+•1 3 I+2+1+12+1 3 1+•C2+1+(2+1 3 1+12+1+C2+1 3 /+G2+1+C2+1 3 1+C3+1+C3+1 3 63.WD 1+C2+1+•C2+1 3 1+(2+1+C2+1 3 1+12+1+C2+1 3 1+CS+1+C3+1 3 1+C2+1+C2+1 3 1tC8+1+C8+1 3 HEAD AND SIL ANCHOR OUANTMES 68.000x 38.378 1+(2+1+C2+1 2 1+(2+1+C2+1 2 t+t2+1+C2+1 2 1+02+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 2 A CLUSTER OF(3)ANC 1012 CENITERED ON EACH MEETING RAIL PLUS(1) 48AOD 1+C2+1+C2+1 9 t+C2+1+(2+1 3 1+C2+1+2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+12+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT W.05 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+(2+1 3 1+(2+1+(2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHOR AT FDCED SECTION. 54.000 1+C2+1+C2+1 3 I+2+1+C2+1 3 1+(2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+(S+1+C3+1 3 (8)ANCHOR TOTAL AT HEAD AND SILL 00.= 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+Cx+1+G2+1 3 1+C3+1+C3►1 3 1+C2+1+C2+1 3 1+X3+1+C3+1 3 (3°MIN.O.C.MCHOR SPACING) 83.000 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.120xSUM 1+C2+1+12+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+•1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 253/q MAX 48.100 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.628 1+C2+1+C2+1 9 1+C2+1+12+1 3 1+C2+1+2+1 3 1+C2+1+C2+1 3 1+C2+•1+C2+1 3 1+p+1+C3+1 3 .1- KWO 1+C1+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+03+1+X3+1 3 Ir R x 3 O X .000 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1•K2+1+C2+1 3 1+C3+1+c3+1 8 T— PRaD=RV4=D 63.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+(3+1 3 1+C3+1+C3+1 3 1 1+02+1+C2+1 3 1+C3+1+08+1 31 �G,RAIITYP. g wbhdw 84.ODDx38.375 1+X2+1+C2+1 2 1+(2t1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+(2+1 2 1+C2+1+(2+1 2 Hutl43n3 46.000 1+(2+1+X2+1 3 1+C2+1+t2N 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C8+1 3 AMPLE CLUSTER W/QTY.OF(3)ANCHORS a 50.828 1+C2+1+t2+1 3 1+C2+1+X2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1•K2+1+C2+1 3 i+C3+1+X3+1 3 (SHOWN IN TABLE KEY ABOVE) KOM 1+C2+1+2+1 3 1+C2+1+C2+•1 3 1+C3+1+C3+1 3 1+CS+1+C3+1 3 1+2+•1+12+•1 3 1+C2+1+X3+1 3 80.1100 1+C2+1+C2+1 9 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+X3+1 4 1+03+1+X3+1 3 1+X3+1+X3+1 3 �3 MAX 63.000 1+CS+1+03+1 31+C2+1+C2+1 31+C3+1+C3+1 31+C3+1+C3+1 4 1+C3+1+C3+1 31+C4+1+C4+1 4 9� ' g° N 111111/ 8&437 x 313.378 1+X2+1+12+1 2 1+C2+1+X2+1 2 1 1+X2+1+(2+1 2 1+12+1+(2+1 3 1+12+1+02+1 2 t+t2+1+02+1 2 `�� NY LYN111 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 !,I 1X2+1+C2+1 3 1+C2+1+C2+1 3 1•K2+1+(2+1 3 1+Cd+1+C3+1 3 L( O LC �� O•..........�A W.828 1+02+1+C2+1 3 1+(2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+(3+1 S 1+ 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+X3+1+C3F1 3 1+C3+1+C3+1 3 1+12+1+X2+1 3 1+C3+1+C3+1 3 _` * N0.68708 SD.OW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+6+1 3 1+X4+1+C4+1 4 MTQ.RAIL,TYP• 83.000 1 1+03+1+X3+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 9 1 1+C4+1+C4+1 4 EXf1IUIPLE CLUSTER W/ CITY.OF(4)ANCHORS AP 4Q V11 B ImomNwvwwemr rJ1 ,,o, ANCHORAGESPACNI XOX 9A3-VS-9A$ 'awl v 13QwTow7 -XFTwm ,'�'• oR� � . 16 um '!r`s�ONAL PJC 4mw p LMA7eraweg�rvAL(WDW70AN0f=0 P.ADA NPOt a��ra HOR/ZONTALROLLERWINDOW IMPAG7 /., L PJC 2w= A MW 111710 T8 9 d 11 4127-90 E reoaetoe ve ANCHOR QUANTITIES XO 8+OX WI DOWS TABLE 6 {VOTES: GLASS TYPES A, ,G,H GLASS TYPES C,D.E,F,I,J,K,L 1 - _ ANCHOR TYPE 2,3,WOOD 2.CONC A.CONC lZ3,WOOD a,CONC 1,CONC 1.1kl°ELCO TAPCONS 2-1/4"ELCO SS4 CRETE+1 EX 3-Al2 STEEL SCRE1M3(O5) &SUBSTRATE ZONES ZONES NES ZONES ZONES ZONES WINDOW SIZE m a�� I A.6111F LAN-(1/8°A,A90.A1rAj- FOR INSTALLATION IN THE HVHZ ABOVE 30 wt V as e3 f-_°S _ -`°d -a as °4 C.SJ18°LAMI(IW HS,08%l °) I TEMPERED 1.4 GLASS CAP.BOTH THE OP AND 37.0W x 38.376 1+C2+1 2 1+C2+1 2 1+102+1 72 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7118°LAMI-(3118°A A80,3M8"A) ANCHOR QUANTITY REMAIN UNCHANGED. E 7118°LAMI-(3118°A,.090.3118°HS) 48.000 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 F.7118°LAMI-(3110'HS..M.3M(r HS) 50.625 1+C2+1 3 1+C2+1 3 1+(2+1 3 1+C2+1 3 1 1+102+1 3 1+C2+1 3 a 13MW LAN 10-18°OR 3118°A(MIN.),6118.OR 31g'SPACE,6116°LAND-(IArA,.090,'IW A) H.13118°LAMI IG-1/8°OR 3M8°A(MIN.),SMO'OR 3V8°SPACE,5116"LAN-(IlArkOW.I/8°HS) 54.000 1+C2+1 3 1+C2+9 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 I+C2+1 3 1 1. I3M6°LAMI IQ-IN OR 3118'A(MIN.),SM6"OR 3V SPACE,SM8°LAMI-(If8"HS„080,UB°HS) 60.000 1+C2+1 3 I+C2+1 3 1+103+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13M6°LAM]10-IV OR 3110'A(MIN.),3018°OR 14 SPACE,7118”LA50-(3M8°A,.09),301(°A) X 13118°LAN 10-IW OR 3118°A(MIN•),3M8°OR 1/4°SPAN,7118°LAMA-(3116°A,M,3M6"1O) 63.WD 1•+•C2+1 3 1+C2+1 3 1+103+1 3 1+(2+1 3 1+(2+1 3 1+103+1 3 L. ISMS"LAMA 10-Iff OR 3018°A(MW.).3M8°OR 1/4 SPACE.7118°LAMI-(3110'HS,.080,3018"HS) 48.000 x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 I+C2+1 2 1+C2+1 2 3.WIC/ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW INTAKE 50.626 1+C2+1 3 1+(2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 10 IX MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.= 1+C2+1 3 1+(2+1 3 1+C3+1 3 1+102+1 3 I+(2+-1 3 1+103+1 3 18 3W MAX.FROM CORNERS. 61 1000 1+103+1 3 1+102+9 3 7+103+1 3 1+103+1 3 1+02+1 3 1+103+1 3M ®' FROM COR► �D 1R°bIAX O.0 63.000 1+103+1 3 1+C2+1 3 1+C3+ 3 1+103+7 3 1+C2+1 3 9+103+1 3 TABLE KEY. X 53.125x 38.375 1+102+1 2 1+C2+1 2 1+132+1 2, 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 61.626 1+C2+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3 HEAD AND SILL ANCHOR QUANTITIES 64.00 1+C3+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ONE MEETING RAIL 80.000 I+C3+1 4 1+02+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+03+1 3 PLUS(2)ANCHOR AT OPERABLE 83 000 1+C3+1 4 1+03+1 3 + 3 7+03+1 4 1+03+1 3 1+104+1 3 AANCHORS TOTAL ATTHHEADD�SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2!_12+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+02+1 3 1+(2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+03+2 3 (3°MIN O.C.ANCHOR SPACING) WAX 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 �1S 3/4°MAX 64.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1 1 —►!f-3*m 80.000 I+C3+1 4 I+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1 !—_ Ir —MOOD 1+C3+9 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 REF. 11 Q J 68.900 x 3S.376 2+(x+2 3 1+(x+1 2 2+02+2 3 2+(x+2 3 1+(x+1 2 2+02+2 3 ��000 +2 4 1+132+1 3 2+C3+2 3 2+102+2 4 1+102+1 3 2+03+2 3 MTO RAIL w�ftvftgw 60.625" 2+03+2 4 I+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+•1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS No 54.OW 2+103+2 4 1+102+1 3 2+C3+2 4 2+:3+2 4 1+(2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) °�t0 611000 2+03+2 4 I+C3+1 3 2+04+2 4 2+C3+2 4 1+103+1 3 2+C4+2 4 Y ,_ 83 000 1+C3+1 4 1+03+1 3 C4+2 4 2+03+2 4 1+103+1 3 2+C4+2 4 18 3W MAX. '74.000 x 38.376 2+C2+2 3 2+102+2 2 2+C2+2 C2+2 3 2+•C2+2 2 2+02+2 3 11/Y TYP. 448.000 2+C3+2 4 2+02+2 3 2sC3+ 2+03+2 4 2+02+2 3 2+03+2 4 LYNN 60.626 2+03+2 4 2+C2+2 3 2+03+2 4 2+03+2 4 2+02+2 3 2+03+2 4 REF. X' O .` �,: 64.000 2+03+2 4 2+C3+2 3 2+04+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 *' NM 58705 60.0DO 2+C3+2 4 1+C3+1 3 2+ +21 4 2+C3+2 6 2+03+2 3 2+C4+2 4 G - 83.000 2+C3+2 4 1+C3+1 3 2+Ca+a a 2+C4+2 s 2+C3+2 a 2+C4+2 6 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ZA 'arum t� J.L 14NMI B Aot7fANti77T70881g6T � ANCHORAGE SPACING OXANDXOWINDOWS ��'�:''•.,;20RlOp.•'G�'��.`�~ x a 1AAtLE �ecrYau&sAx�s7+7AAfdfORCAP � �'�T ALLMHORIZONTALRQUERWINDOW AWACT ��'!r`,YONAI.+E;,��• Flt JA 8 �»ro NTS 10 a 117 ~4127-10 E' a� P� 13/4`MIN.E.D.TYP. 2x WOOD BUCK, MIN. RTE. T + NOTE 3 1.FOR CONCRETE APPLICATIONS W MIAMI-DADE COUNTY,USE ONLYMIAMI-DADECOUNTY APPROVED 1/4°ELC.O CONCRETE . 1 ar TAPCONB-EMBED$D 1 aV MIN.OR 114°SS4 CRETE-FLEX EMBEDED 1.314°MIN. MINIMUM DISTANCE FROM • MIN. -ANCHOR TO CONCRET EDGE-1818p4 FLATHEAD ANCF10R8 MUST BE aY12 TRiMFR HEAD. y . �' •ti r NOTE 1 _ - - 1x WOOD * '' 2.FOR WOOD APPLICATIONS IN MIAMI-DARE COUNTY,USE#12 STEEL SCREWS(G6)OR 1/4 884 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3 WOOD BUCKS DEPICTED IN THE SECTION ON THIS PAGE AS 1x ARE SLICKS WHOSE TOTAL THICKNESS IS LESS 114 lw THAN 1 1/2°, 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, MA• MAX. WOOD BUCKS DEPICTED AS 2x ARE 11 re THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR A8 APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, _ ANCHOR 4.FOR ATTACHMENT TO ALUMINUM;THE MATERIAL SHALL BE A IWIMUM STRENGTH OF 6003-TS AND A MMMLIM NOTE 1 META —, NOTE 2 DETAIL B OF 11B°THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A BUM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS- #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRtraVw ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. MAX. 1 3A� °MAX SHIM I MIN°11/4 S.DISSIMILAR MATERIAL.S.MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE WITH OTHER SHIM 1/4 MIN I (1.8ISI CI1AU) ?• OR '' PER NOTE 1 '" (3.4 K8I CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, cur NOTE 2 NOTE 1 :� 13f4° EXTER of INTERIOR a RAIN.ED (H &SILL DETAILS A,B,C,D�&H) TYP. 2x WOOD BUCK,NOTE 9 1x WOOD SUCt,NOTE - 140R SEE NAILING DETAIL E DETAIL F` (,u DETAILS E,F&q ' TYPICAL FLANGE FRAME JAMB SECTIONS MOMOR CRETE ANCHOR WooD DETAIL H (HEAD) NOTE 1 ANCHOR, NOTE 2 mr-; NAILING 131 DIA.MIN.x 2112°NAIL PROD= AT CORNERS AND S`O.C. asoa�plyhrgeHW WeF1aMs 1!4° 114 TYPICAL DETAILS G.H&1. Ha98 Cado MAX MAX. SHIM SHIM .. SEE NAILWO 'NOTE 1 1 Jim N. � w • -g1 SIC MIN. ' �• \11It1/ MIN.3.4 KSI E D.TYP. ,• ,s SEE NAILING ``��pN.I IYNN , • `��;'�10ENSgh'l l CONCRETE �Ut 1 A1L i�' 2x WAD BUCK, DETAIL D - NOTE3 DETAIL G(SILL) DETAIL I(JAMB) `*r N0.8870S :* �Yi'ICACFtANti�FRAME ION TYPICAL INTEGRAL FIN FRAME SECTIONS fib r� amr7�r1 s nroatutlE7rr�s> r "Ms. STA F'�•'/y crs �M D N0 3k I7A881r� wiNO Cw%lr.-g ve �1VCHOLiAQE DETALLS F''•.�tornoo. ��',`c;W FX .'Vim c �� ALUM.HORIZONTAL.ROLLER IMNlmW IA�ACT �/'!r`S,ZONAL\V�:�`'� V�ep eroxaime R sm� yl ,germr arer?ar eti. .m mm u a° a Ll; PE FX 22m ,I.L 3 mlito Aw 41 .1» 4127.10 E p am F ML4=-DADS COUNTY,FLORIDA PRODUCT CONTROL SKMON DEPARTMENT OF PERMITTING,ENVIRONNIM,AND REGULATORY 11885 S.W. 26* SWA Room 208 AFFAIRS(PERA) Mhmd,FW&3317S-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)313-2590. F C"31S-2599 NOTICE OF ACCEPTANCE ff A) ksWdwwAiKei P�T`,�m#�itMes. Iwo Teclhinology Drive �� '"�'�f?�3 -" Nokomis,n um,, � SCOPW This NOA is being issued under the applicable rules and mpladons governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used In Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA"I not to valid attar the expiration dab stated below.The Miami Dade County Product Control Becton(1n Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve to right to have this product or material tested for quality assurance putposes. If this product or material fails to perform in the accepted manner, the manufacturer will law the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has ben"pod to comply with the Florida Building Code, including the High Verity Hurricane Zone. Dll►SCRFmoN:,serl* APPROVAL DOCUMENT: Drawing No.400-20,title"Alum. Single Bung Window,Impact",sheets 1 through 11 of 11, dated 09101/2005,with revision`D"dated 10/07/2011, prepared by manufacturer, signed and seled by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-DWe County Product Control Section. M><SSII�E IMPACT RATIfN�:Liarge;�d Smn11 t .` ", LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufachuees name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unlew otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and tilers has been no change In the applicable building code negatively affecting the performance of this product. T=bW[ATION of this NOA will occur after the expiration die or If there has been a revision or change In the materials,use,and/or mangy ofthe 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. ADVERTisnuNT: 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,that it shall be done in its entirety. INSPEMON: A copy of this entire NOA shall be provided to the user by the main 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. 114485.20 and consists of this page 1, evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gaseon,P.L. 1VOA 1i,"I l4 E-, *n Dad; ,2C 2016 J 1O �•I t1 Approoval l3att Nave tai, f Page 1 s PGT d m NOTICE OF ACCEPTANCE: EVIMNCE 5UB1ffT A. DRAWINGS 1. Manuf cl urer's die drawings and sections. 2. Drawing No 4044-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacfiner,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202=94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and won diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Ted Report No. FIL 4957, dated 10/03/06, signed and sealed by Edmundo L,argaespaa�, P.E. (Subm~under prevlius NOA No.07-0322.86) 2. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with markeiup drawings and installation diagram of an aluminum single hung window, with fin fiume, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11!21/06, both signed and sealed by Edmundo Largaespada.P.E. (SubmWed under previous NOA N647-832206) 3. Test deports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-tap drawings and installation diagram of an al ummum single hung window, with fin frame, propared by Fenestration Testing Laboratory, Inc., Test Report No. FrL-4645,dated 08/11105, signed and sealed by Edmundo Large+ pada, P.E. (Subm&ted under prev>l w NOA No.07-832A06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin fiume, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FrL-4649 and F rL 4723, dates 10105 and 08/11105,both signed and sealed by Edmundo Largaespada,P.E. (Sub»rkW underpreWow NOA No. 05-181 81) t J e D. P.L Product Control Section Saprvwr NOA No.111013.14 F.xpiragon Date: March 26,2016 E-1 Approval Date: Nmember 03,2011 PGT Inductee NOJ.'ICE OF ACCEPTANCE:EVIDENCE SUBS B. TESTS(CONTMUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, PwPwed by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No.054018.41) 4) Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F IL 4948 and M-4646, dated 08/10/05, both signed and pled by Edmundo Largaespada, P.E. (Sub'taltled u r preWous NOA No.OS'--101&01) C. CALCULATIONS ; 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared,signed and sealed by Robert L. Clark,P. E. Complies with ASTM 91300-04 (Submdtled under previous NOA Noll-012&03) D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 110325.05 issued to Solutia Inc. for their "Sanex and Vanceva clear and color lnnterlayers" dated 0510Y201 1, expiring on 05/2112016. Jaime D.Gas ,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 E-2 Approval Date: November 03,2011 PGT bdastrles NOTICE OF ACCEPTANCE: EVIDENCE SUD-WITTEDD F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07,2011;signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL4958, FTL-5063, FTL-4645, FT L4649,4649, F'PL4723, FTL-4947, F1L4650, YrL 4948 and issued by Fenestration Testing Laboratory, dated 10/03/06 tlbmugh 08/10105,all signed and sealed by Edm4ndo Largaespada,P. E. (Submifled under previous NOA No. 07-0322.06 and 05401&01) G. OTHERS 1. Notice of Acceptance No. 11-04pS.10, issued to POT Industries for their Series "SH 700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. . l Jaime D.G a,P.R. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 } I ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE 02TAILS ON BMW 2) A.GRV LAN CONSISTING OF(2)LIES OF 118'ANNEALED GLASS WITH A.OW DUPONT BLITACITE OR SAFLEXf MPSAFE MAXIMUM PVB INTMUAYER. B.8M8'LAN FISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF 1f8'HEAT STRENGTHENED GLASS WITH A=DUPONT BUTACITE OR 8ARLEXNEBPSAFE MAXIMUM PVB INTERLAYER C IF LAN CONSISTING OF MUM O=1A'FEAT STRENGTHENED GLASS WITH-AN-=DUPONT M.PrACITE OR SAFLEXA43EPSARE 11AADOMUM_PVB YER DUPONT-BUFACITEDR E.718"LAN CONSISTING OF(1)LITE OF 3MW ANNEALED GLASS AND(1)LITE OF SW HEAT STRENGTHENED GLASS WITH AN.=DUPONT BUTACITE OR MAXIMUM PVS, F.7118'LAN CONSISTING OF(2)LITER OF 3AW HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR MAXIMUM PVS INTERLAYER. G.13M8'LAN IS:(1)LITE OF 118' (L.ASS.AN AIRSPACE AND 8118•LAMI CONSISTING OF MLRES OF'U8'ANNEALED GLASS WITH A AN DUPONT BUTACITE OR SAFLE PSAFE MIA)OMUM PVB INTERLAYER NOA DRAWING MAP ®H.ISMS"LAMI IG:(1)LITE OF 118" GLASS.AN AIR SPACE AND 8116'LAW CONSISTING OF(1)LITE OF 1B'ANNEALED GLASS AND(1)LITE SHEET OF WV HEAT 8TRENOTHE NEDGLA88 WITH A=DUPONT BUTACITE OR MAXMUM PVB INTERLAYER. GENERAL 1 L 13M8'LAMI IQ(1)LITE OF I/8' GLASS,AN AIR SPACE AND 8MV LAW CONSISTING OF(2)LITER OF 118'HEAT STRENGTHENED GLASS GENERA DETAL,B....»—2 WITH AN.WO DUPONT BUT MAXIMUM PVB INTERLAYER. DESIGN PRESBUREB....».3 J.1311s'LAIM IG:(1)LITE OF W' ,D(LASS.AN AIR SPACE AND 711 8'LAMI CONSISTING OF(2)LITE8OF 3MV ANNEALED GLASS WITH A DESIGN PN8»»».RES.»»»4 .WO DUPONT BUTACrM OR BAFLMMMB 8 M MA10MM PVB W M"YER ELEV TI OTIONB..».»..»8 K 13/18'LAMI IGk(1)LITE OF V8' GLASS,AN AIR SPACE AND TIC LAMS CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE NORM SECTIONS»»»»»..8 OF 3M8"HEATS G WITH AN.090 DUPONT BUTACITE OR MAXIMUM PVB. PARTS LLBT.» -....»..»»8 L.13Mr LAN 10:(1)LITE O#118' fNi ASS,AN AIR SPACE AND TMs'LAMI CONSISTING OF m LITER OF 3Ms'HEAT STRENGTHENED GLASS NL --..—7 WITH AN.OW DUPONT BUTACITE R MAXIMUM PVB INTERLAYER CORNER DETAIL••»».......7 M ISMS"LAN Xk(1)LITE OF tV ANNEALED GLABB,AN AIR SPACE AND EMS'LAB CONSISTING OF(2)LITER OF 1JS'ANWEFJ ED GLASS WITH AN.OW WPONT BUTAtXTE OR 8AFL0tH�P8AFE MNOMUM PVB NTERLAYER S 11 2.CONFIGURATIONS:-40W(1M.VIEW AND RADIUS TOP,ALL VW LOW OR HIGH SILL OM" ®3.DESGN PRESSUREB:(SEE TABLES,SHEETS 3) . A.NEGATIVE DEMON LOADS BASED ON TESTED PRESSURE AND GUM TABLES ASTM E 1300412. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND LASS TABLEB ASTM E 130002. 4.ANCHORAGE:THE 33IrJ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TFUS PRODUar.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. •SHUTTERS ARE NOT RE(RURED. •FRAME AND PANEL CORNERS SEALED WITH NARROW JONT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL480 FTL-4848,FTL480 PTI.4848.FTL•4848."WMIO.FTL44181.FTL-472;1.FTL4W7.FTL4M AND FT6WSL ANWAFAPA 1 1 FOR WOOD CONSTRUCTION ADM-M ALUMI UM DESIGN MANUAL LutaibC RavlsBD m�evkhWeRmks 8.SERIEBMWDEL DESIGNATION SH70%ALSO REFERRED TO AS 811701. � 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BALDING CODE.INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVFR). 88yy�� lest s�o 1111! It D PBCf1PO478 wr>Ae� :'O,�• Z 10►RT4O1fC8WQ'I` OENER4LNOTE�3 �i�Di(�w''••.. .� Q QMGLAS9T1?STTlTFROA1li8 NC1101tlQRL0rs76 C,,15 B na H6Ai I B/Klt E__ ._ WINDOW�INPAGT A Pa ,.. R WIVS4 iRillNrBewr s►oao NT3 1 •11 4040M D Ft.10110 or NOTE: LMI 10 OUTSOAM UTES MAY BE UPGRADED TO 3M6'WITH NO CHANGE N DES=PREMWL U2'NOM iv.- re ire NM GLASS WE WN Em (MLSEcram) Q917 III Iff ANNEAUM OR HFAT STRM4MMM GLASS -M G"AN WEMOMMANW, OW-0 R=IM AD SOUM OR DUPW PA*SM"YO -:�,milium oft'au-pmvowng"m IMANNE&W OR HEAT STRENGTHS=GUM —AMVAWGAMORIMIWM�"� Ws"NM —STII#'LA?MNAM -- - N LAMINATED GLASS GUM )K BM 68,8U Of Q NOTHEMGLAW HaEF"WR NOTHEMGUM .GUMA 13116'IAMI IG GLASS W1 6/16'LAM! %W NOM. GLASS MM (RD 3116'ANNEALED OR HEAT STRENOTHEM GLASS MO SOUMOR DUPM PW NTW"YM 3M6'A*MMORMATWRBaMWWQAW TAIr LAMNATM AIR SPACE IWTMW-EMGUM,& 13M6'NOM. 13f16o LM 16 GLASS Wl 7/160 LAMI I AM KDOOMFLOM I RL' J% j7LUM.ANGLEHUNGWffMWWACr I "'; %,% 1+MAWSR M-Aw"WrAd""AA"amw plow PA Ak mam"M 'Offlo I—Faffl-2 -'ll 1,40" f-D KOSS, Mm- I—AAITMW I I IM FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTIONA OPTION TAB 1. BASED ON FLANGED WIN D01 f TIP-TO-TIP F DMBN womwMH13ow � 1NIDT11 GLASS TYPE or I or or 70" 72' 7 78" MEETING RAG. 40" A,9.M J4MOO Sao +40 -80.o +60.0 -00.0 +80.0 30.0 +MA 30.0 +60.0 -90A +MO 30.0 67' A,B. •80 0 +80.0 -80 0 +80.0 -00.0 +800 30 0 +80.0 -80.0 +W.O •000 +700 70.0 Sao +800 30.0 +80.0 30.0 +80o Sao +78.8 78.8 +77.8 77.3 +78.0 76.0 6;wr A, -80.0 4%0 •M.0 +788 T8.8 +76.2 78.2 +78.8 78.8 +76.4 7&4 +14.0 .0 uP To 63 ao ,OH,LJ.KL Sao +60 0 Sao +8ao Sao +6a0 Sao +60.0 Sao +�.0 30.0 +eao Sao STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE Z BASED ON FLANGED WNDO f TO-TIP PRAIM WMENSIONS wow= N1190HT � am GIABB TYPE 38 8f8" 44" 60 83" 72' 74' MEETING RAG. 48' A. +8a0 30.0 +80.0 -00.0 +80.0 -S" +800 3a0 +70.0 70.0 +70.0 70.0 +70.0 70.0. b0" Ab.MA +80.0 4MO 0 40.0 +800 30. +70.0 70. + 0 70.0 +70.01 -110 +70.0 70.0 rr +80.0 300 +&0 -80.0 +80.0 30.0 +78.0 78 8 +70.0 70.0 +86.8 38.8 +87.8 147.01 A. +8a0 3a0 4MO 40 0 +80.0 30.0 +78.0 76.0 0 :Wo 7 -6L? +86.8 14&8 UP TO 68 Wr aD F, +6a0 30.0 +800 40.0 +80.0 3a0 A -Gab + 0 +no 1 70.0 +70.0 70.0 USTOM VIEW&RADIUB t INTEGRAL FIN WINDOWS W/HIGH SILL OPTON TABLE 3. ® BASED ON FLANGED =T0• FIT.tli/BASH�76' 76" NI � � ° 1AfIm GLA88 TYPE 17 H8" -221tHe" 2!8H6' 8a�' 30 6H0" 441 103V ' �"MO' p _ +8ao Sao +80.0 30.0 +MO -80.0 +f.0 -80.0 +70.0 70.0 +70.0 -MO +7060 Tao +70 0 70. MEETING RAFL TYPMSt TEST REPORTS TABLE 4L SAS S' 6J>8'LAMI- 'U8"A,.Q801/6' FRABa.404% 407 tl W LAW- U8'A,.0K PTLd647 4818 to6118'tAaB- 080, MAW,4846 7110'LAM-OM M 8M5'A FRABO 4885 77t8'L% • 6" .oft FTL-4845 Rgy p F.7H8'LAM- 6'FIB,.080 FTL4845 i4is1` a 13MV LAMI G-V8'T.AIR SPAN,5M8'LAMI•(W&MWM M4040i 4728 13f18'LAMI O-U8'T,AIR MAM MV LAMI- Ar4.080, FTL4846 L 18118'LAMI 10-1f8f T.AIR SPACE,MW LAM-OWM,MVnM 18M8'L4010-1f8'T.AIR OP M15.7118'LAW•MIM.090,8M8' 1311C LAW 53-Mr T.AIR SPAM 71W 1AIM-(NIMOM WWM FTLAM 48M 4IR6 L 13M8'LAW 6.118'T.AIR SP Mr LAN- WM..000.811 M400A 4850 ISMS'LAMI 0-IMP AIR SPACE 8Mr LAM-OWA,.OM U8'A M-6088 �`�` V% NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE umrrED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES,NEGATIVE DEMM PREP ARE U EFFECTED 2.FOR INTEGRAL FIN WOCOW DEEM PRESSURES UBE THE ABOVE TABLES BY DEDUCTING T FROM THE PLANGED T0-TO-TIP FRAME DID 3.AVALABLESASH HWOM FOR CUSTOM VMMOWS ARE 12 818'MINU M TO 38'MAXOAt1M. ` 8 YW !'/�Gf7oV/M"..v �'•,. ....... �•• `tea ' ACMMM 1'0 7U1�7aJLSfPt f10100eMAILawas ///~//C�S'StON Mom I A ,f Ir PA lam __ AL M.8/_ HU Q Vln DO /MP CI' A LYLly .IB. Naleor° w eQa p -mm 9 +11 4046~40 D PLp.E:A88701 83 u6•MAIL FLANGED WIDTH 621/6'MAX.LF.V WM 49 SW MAX.FOCED DLO(ALL) D C-1-ql 17s — — TIP I 7V BEE DLO IF. H.F. _j I.F. TABLE prj IH0 TTAABLEE O ® 10LO O C HEI Wl IAX 79*1 SAX 76' FLANGED FLANGED RANGED 38 H8' HEJ HEI TTAABLE X j MAX BASH SEE OLO SEEDLO @ ) TABLE X % 4 TABLE X 4 L 48 W MAX. VENT DLO(ALL) DETAIL S DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) VERTICIAL DAYLIGHT 1/1 76"MAX 17WW I!AX OPENING I IF. B—J IF. HIGH . SEE DLO I OLD DETAIL SILL BILL ® A 34 Ur Smal �, TAB O // B 41 SW 4 1/4' FLANGED FLANGED 4114; !�I HEI 62 SEE DLO TABLE X j I 8li SEE DLO TABLE X j SASH yy G _ R`i D HEIGHT HEIGHT DETAIL B elu. �- al2r 4 _c_ 27�S' �1� ITW `VIEW ICUSTOM SASHI RADIUS TOP(CUSTOM SASH) 0 90 ate' t6 roll NOTES: %.``SA%YNN I.WE SHEET 6 FOR VERTICAL.AND HORMUMAL SEonom DETAILS. .`� �0' 2.SEE SHEET 7 FOR CORNER DETNL VIEWS• ' 3.SEE SHEETS S THIROUGH 11 FOR ANCHORAGE INFORMATKK 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAB.S B&CARE BASED ON ATHHREE OVER TWO FORMAT. tn 1&0N00EW0W7WMW_____8�B8 17emv AUTA�3/NQLE ' �i''•`S Q S 1 cl •` F`"x` HUNG 1W AD Q1 d P.E. 4 U"& FK 810u0 NT8 4 11 4fAa0a20 C FL P E9l ))O6 I�--27W-1 NOTE:WN.(1)WEEP LATCH AT VENT CENIFEIWNE OR 28 27 OPTKINAL BOTTOM LOOKS.(1)V FROM EACH 811 OF BASH NOTE:BALFNYCE PARTS USED 1 INSIDE MAX VENT DAYUGHT OPENING ®BASED ON SASH WMGHT 31 9,10,11.15,18 Fla x 2710' DAYLITE 7,8 0R 1T LIGHT [� 25 OPENING 25 I MAX+----- POW LITE DAYLIGHT OPENING _ . ,. Moue tlmroTH 8 SECTION AP1 a IDS INTEGRAL FIN(I.F.)FRAME SECTIONS A WIDE . 23 47 50 MAX. HEIGHT 21 I HIGH I OUiBIDE I B LotiV I DAY VENT 49 HKiFF8pl D � OUi81DE 88 4.71 ALF.FRAME q 63 28 ilo mwam IF `(LOWSILL) (Htt�iglLL)SEE NOTE ABOVE 54 i t t t LYNN`��-�c�NSB `�Q �•�� 3 30 12 ULTRA 1FT 89 UL is ONLY 12 ONLY SECTION C-O O ALTERNATE HIGH SW. ( DETAIL FLANGED VERSION) t e � 7r� ear �too>��an7s � jb ALUIUL 8/NG)LEHUNO W/NDOW IMPACT �.s3fONA t`, PK 8 76&U. PN000�91tl8it 4 * D A LYn9i P E P its IfBN 6 ,11 404030 *5 . ME LA "NEZIN m Ell R HEIR "MIM "MEEM "ME—Al "I=71 "- KM --j 47 MMKULT- st I ft as 84 11 1 es I.F.FRAME 8FALANT ALONG ENTIRE JOINT 1 Or 47 Q 2 1 LF.FRAME �-27ea� I osa I n I r30 2530 ,r- I 8 or 50 FLANGE FRAME HEAD I / 04002A.8083-T8 I 1.749 O FLANGE FRAME SILL (L0w) ALONG wDOSC.ONVO I 8 or 50 SCREW SEALANT OR GASKET BOSS(2) 2710 -1Ji1S-►{ 7Sg I AT HEAD AND SRI. .082 A4b I I y—t aa,—IT VIEW D-D VIEW E-E (1N&VIEW HEAD 8 Sal,RADIUS TOP SAL) (RADIUS TOP HEAD ONLY) FLANGE FRAME JAMB O SASH �e 17 .�,� — — FRAME CORNER INSTRUCTION a 84004.6003-TS - - MEDAS RADIUS TOP HEAD) 1.165 I 41 GLAZING 5118° e4o3eB.8083T8 t.707 082 Eli 31 SASH SIDE RAIL .oea � 8083�Ts 21 FD=MEETING RAIL 2g 8-ASH TOP RAIL 28 SASH BOTTOM RAIL"" 0=4A.9DOWNTS O400M 60 76 .8083 TB �0 J478 42 GLAZING BEAD.6/lir 040448, 2 S18-----I t.OIN-F�—•I T NSED W/GRILL KM rio t J)Be! 2648 O G --___,_- 28� � •883 .� An I GLAZING SM.1311W IG 1.118- 04087.6083-TO k': O FLAN E FRAME SILL(Hro►) O SASH BOTTOM RAIL(mGM O GLAZING GT.7118' T8 04081A.E089•TB (UBEDORId KR} :�Oi a i01•�N Jd NMI D lmamw=7m&vmr =map me InImm I •�• arr roNS e CORNER F,�orn�o" ` f/t R AQD 7/RBBR MOW OMFLU g N/WWW IUPACT B nm ,mss _ ALMS! GL U7 - A L�P.E.0 eIODD I4 7 +11 404d,2a O FL PJ?088708 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE& ANCHORAGE NOTES. WINDOW HEIGHT 1.ANCHOR TYPES: t-V4'ELCO TAPCONS a•V4'ELCO 864 CRMFLEX SUBSTRATE: 21L803 34AM 40803 4&803 1 82.803 1 KM' 84.803 78.090 ® 3-01aSCREWS ANCHOR LOCATIONS ARE SAUD ON THE ANCHOR TYPE: WIJDOW 1 lao-1 a©� 2.HEAD-0 BpMtj1" FROM T COR1�8 WIDTH l4 C, ,E,F,Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 JAMB '17'U'MAX FROM TOP CORNERS 16"MAX.FROM BOTTOM OORNIiM 19.128 H,IJ,KL 121111121112221222222222222222222222222222232233 ®BILL-ir MAX BELOW KM RAIL NOTREQUOiED M.M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1121 11 2221 2 2222222222 222 2 2222222222222322 33 3.MTALL PER THE ADMENTTABLEANCHOR C,D,E,F,Q 1 1 1 1 1 1 1 1 9 1 1 _1 1 1 1 1 1 1 1 1 1 1 9 1 Q NalTIES USING THE D OVAL AOF 2 24.090 H,I,J,KL 121112121212221222222222222222232222232223332233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 9 4. ABLE WICTH AND HEIGHT D IONARE FOR A,B,M FLANGED WINDOWS.INTEGRAL.FIN DWENSIONS 121112121212221222222222222222232222232223332233 ARE 1"LE88 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32,100 KtJ.KL 1212222312222312232322232322293322333432333433 4 &$M E A IO TABLEWITHA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOLD rt'��VALUEABOV9THEM,INDICATE ARM MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 21 222231 222231 223 3:2223232223332233343233343344 OFANq{am SHOWN IN SOLD.OTHEWME,THE C,D,E,F,Q 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DDS 37.000 KkJ,KL 22122223122S232223232223232g23342333343334383344 ryESm 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE 19 A,B,M 221222231223232223232223232323342335343334383344 AVAILABLE PSF 78 C,D,E,F,Q 2 2 2 2 1 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 KtkKL 221222292223232223232323242933342334383394483344 A,B,M . 2 2 2 2 2 2 2 2 2 2 T 2 2 2 2 2 2 2 2 2 2 2 2 2 221 222252223232223232323242333342334383334483 444 PSF TO TABLE KEY: CA,ERA 2 2 2 2 1 2 1 2 2 2 _2 _2 2 2 2 2 2 2 2 2 2 23132i 2 2 2 MAX PSF 44.000 H,I,J,KL 222222232223232233242333342333342334383334483448 (DpLp1f0TED1118 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 HEAD z A,B,M 2222222922232322 33242393342333342 3343 $ 333448344 B JAM A�VE2 $ pi l PSF 79 70 MTQ RA4. C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48000 H,I,J,K,L 22222228222334233334239434233438g33436334 $ 4894 $ 8 IyTp,Rp�g ARM 2 2 2 2 2 2 2 212 2 212 2 2 2 2 2 2 3 2 2 3 2 2 2222222322233423333423343423349 8333436334848348 $ (FULL DP) tuu, PSF 72 70 7$ HEAD 2 ��°° ilk C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 `��`y0 J�NaE'' .,. '•�� $3.126 FKW,KL 222222232229g42334342334343334383344483448483468 MI'QRAL 2 2 a s 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW _*; _ A'B`M 2222222322238423943423343 433343833444 $ 3346489448 MTG'RA6' j' ,cs rammr o mo 7mamw New t a m3 roam�mn�aw arare ' �#� ANOHORAGESPAOIN© 1/1 WWOWS %mo,Em MMOMwwa .fO.a W AL Uh SIYQE HUNG WN IMPACT r A LY(�ION> �1. F Fiwioa�srt � 1?rlbbr aPDOD ( 0 M1f LFE.Il ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE B. ANCHORAGE NOTES: WO�DOWHE 1.AIHL310R7VPE8:2-1�ELOO884T CRETE-FLEX BUBSTRA k 28 5 37.1556 O 44.655 52.155 Mao 87.186 74A55 70.000 3.0'12 SCREW S WDOW TYPE 1 8 t1 lN18P1 N1-11111 $'I* U ��IN�w� INAXFRom. • O.E.F.G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 MMB6'171ST'MAX FROM TOP CORNERS H.W KL 17 MAX FROM BOTTOM CORNERS 19.125 111111222122222122222222222222222222322232322232 S'MAX.BELOWMMPAIL A.B.M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 1 9 1 1 1 ® M.L-ANCHORS DoT REQUIRED 111111222122222122222222222222222222322232.322232 3.INSTALLpERTHEADJACENTTABLEAN�R PSF 78 QUANTITIES UNNG THE DIMENSIONAL CRITERIA OF C OAF.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®NOTL 2. 24.000 H.WKL 11 -I TI- 11 221 1 22 2222222222222 222323222 32 322232322232 4.TABI.EWWIDINANDFEItilifDN81�AREFdit AAM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FUWGEDVNNDONIB INTEGRAL FIN DIA IONS 111111221122222222222222222232322232322232322232 ®ARE I'LESS. PSF � 77 ♦Ir-DESIGN E LpMiTAT10AF8+ C0AF,% 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 THE ABLEVN71iA 32000 KIAK.L 111111222222232222332233333233332233433243433243 �IT��DVAUESABOVH7rHTA'IImICATEA 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 9 MAXfMUM DESIGN PRESSURE YVCIH THE QUANTITY A.B.M OF ANCHORS SHOWN IN 00 0 OTHERWISE.THE 191111222222232222332233333233332233433243433243 P ESN PSF 59 or 78 FOR THI RESPECIMSIZE C,D.E.F, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 K"KL III 1 111 2 22 222 2 32223 33 22 333 3 334 33 3 323 34 33 243443243 AVAILABLE AII3.M 9 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 9 1 1 1 9-2F2 2 2 2 2 2 3 2 4 25:3]E3 2 2 3 3 3 3 313 413.31 3 3 2 3 3 4 3 3 2 4 3:4E4 3 2 4 3 PSF 04 79 02 79 C,D,E,F.G. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A0,000 H.tAKI 1111114 22222232233332233433343333343443343443353 A.SA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111422a2223Z233332233433343 33343443343443353 TABLE KEY: P 49 79 BB 79 79 MAX PSF C,D.E,K06 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LMQTED)%rfl-7 44.000 KIAK.L 11111922222 33223 342333443343.443343443343443354 HEAD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A.B.M 111111 22222332233342333443343443343443343443364 AB0EP 40 74 81 74 79 79 JAAlEB BELOC.O.E.F,G. 2 2 2 2 2 4 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ��R 48.000 KW.KL 111119IIZ2222332233343333443344443344444354444364 A.all 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 D� 111111 1222222332233343333443344443344 444354444304 07 70 70 JAMB A�VE 222 `��0�4'tNN'.4ttt' CA•EZ 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.12& [KUI.KL 442222333333443344443344443344554354654354 ate' gg7� II 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 .WA�B ELOW A,B144224 33333344334 443344443344 44354844364 RATQRA2 low 1" 1�mw +re _ +wo�eaam�o+r�nre ANCHORAGE W,STANDARD MEW ,°90.. FL °.''; #,1px f �, s ALUAA 3/NE HUNG W/NDOW IMPACT 'mm .. ALVsrarav NTS 8 +4f 4040x29 C FLP.E#W= 1 �S ANCHOR QUAN U881RATE 1TES ABOVE METING BAD 1 1 C YO 06D 2 2 H US 8 EIGHT TABLE 7 2 I WINDOW HEIGHT #AJ 2 MWUffi 2 2 2 2 MTABLE -- 7.1 2 2 2 24 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 N 11' N - 3 2 2 iaQ� 2 1 1Q$( 2 2 1QQQQ1f� 3 2 2 N }}�( p`- 1QQQ 9 N � � 04 Q 2 WINDOW WIDTH TYPE 19.128 D.E.F.J. 1 2 3 37 000 79 2 1 2 2 2 2 3 2 3 --3—F-2 3 3 3 3 .2... 4 3 S 4 3 4 40. 0 74 KL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3� 2 3 3 a 3 8 3 3 24.000 D,E.F.J, KL 1 __' 1 �- 1 T° 1 2 1 2 1 j 1 2 1 2 1 Z 1 2 1 --V--3 '"j" 1 1 1 2 1 3" 1 3- 1 '2 1 3 1 3 1 3 1 S 1 3 1 «3 1 4 KL 2 2 2 1 1 1 1 2 1 .- 1 4 3 4 2 -1-71 83.128 - 73 1 1 1 1 1 1 1 1 1 1 9 1 1 2 2 2 3 2 3 3 3 3 3 4 3 4 4 3 4 8 3 6 P 79 37.000 DAFA 1 1 1 2 1 2 2 1 2 2 1 2 E33 2 2 1 2 2 1 2 2 1 2 KL 1 1 1 2 2 2 3 2 3 3 3 4 3 4 3 POP 79 79 79 79 40000 D E f,.l KL 2 2 2 Z 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 '4 2 1 1 1 2 2 2 3 3 3 4 1 3� 4 4 3 1 4 4 3 8 -4-1-4-1-4 6 8 PSF 70 76 ra 77 79 79 79 44000 DA FA a 2 Z Z 2 Z 2 2 Z 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2 2 3 3 S 4 4 4 A 3 8 4 3 $ $ 1 4 1 6 6 1 4 1 8 79 79 M 79 79 71 79 73 78 49.000 D,E,FA KL 2 2 a 2 2 2 Z 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 t 1 1 Z 2 2 8 3 3 4 4 4 8 4 8 8 4 8 B 4 8 8 6 8 _ per 71 79 98 71 79 OF 74 1 SS 77 M M 83126 -- A F.J. KI. I 2 2 2 2 2 2 8 2 Z S 2 8 3 2 3 3 1 2 1 8 8 2 3 3 2 , 3 1 I 1 1 1 2 2 2 3 3 1 S 1 4 1 4 4 1 6 4 B 8 6 8 8 8 7 8 6 _7 ANCHORQUANTITIES AT JAMBS BELOW MEETING RAIL.�CUSTOII�FLAN®EO_VUINQOWSBASED GAL SAS HT. TABLE SUBSTRA 117778 Q1S. 18.778 21.778 7n� yA�27.778 30.778 S1�� 31.108 ANCHORT V II�Qu N N e• N N e- N � N r .�( N v- .N ^ N e- 21 1 N ' 19.128 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37 000 79 2 1 2 2 2 2 3 2 3 --3—F-2 3 3 3 3 3 3 3 4 3 S 4 3 4 40. 0 74 2 1 2 1 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 3 3 4 1 3 1 4 4 1 3 1 4 44.000 a Ili 2 2 2 2 —2.-3 —2-T-3 3 3 3 --4T-3-T-3 4 3 4 6 3 4 8 3 4 48.000 09 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 8 3 4 8 3 4 83.128 - 73 SS a 72 Z 2 1 2 2 2 Z S 3 3 4 3 4 4 1 8 1 4 1 B 1 3 1 4 1 B 1 3 8 8 3 8 1.AL49H01%TYPES: 1-1/4'ELCO TAPCdN$ - =t/4'ELfA 8S4 ORE�E-PLEX 3-fM2SCREWB 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWDIG ®oaal3NB m. HEAD-181/2'MAX.FROM CORNERS JAMBS-17 Ifr MAX.FROM T�C 11 112"MAX.ABOVE THE MEETING RAIL 8•MAX.SELDINMM RAIL. 16•MAX.FROM BOTTOM CORNERS SOJ.-ANCHORS NOT REQUIRED (DES THE ANCHOR QUNVTITIES FOR CUSTOM VIEW WHWX M FROM TABLES 7.AND S.U80VG THE DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR ABOVE THE MEETING RAE.AND TABLE 8.FOR BMOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW VYINDOWB ARE 12 SW MOT.TO 3r MAX. I e TAME WIDTH AND HEIGHT DIMENSION ARE FOR FLANGEDWINDOWS.BYTEGRALFINDIMEI&KMARE 1•LEBB g�t ® 29 P LI I �iT-TABLE WITH A BOLD ITAIJC M VALUE ABOVE THEM.INDICATE A MAXIMUM DEBGN PRESSLIRE WITH THE QUANTITY OF ANCHORS SHOWN 00 SOLD.OTHERWISQ THE MAXIMUM DESIGN PRESSURE FOR THE REBPECTIVESDMAND GLASS TYPE 18 AVAILABLE. ® TABLE 7.KEY: MAX PSF LWrED 112 HEAD 2 JAMB ABOVE 2 Mf13.RAIL n11S ice! ® TABLE 8.KEY: MAX P8F (OP LWIRED,� 112. JAMB BELOW 2 MTQ RAIL �tuttt • FULL DIP ```�.•� .�t 54708 : JAMB BELOWe2 MTGL RAG. = OF 4i puamm VIEW .,N .,.tomo.:t1�r �T,r. Fr.,,-, roll;• 1''. I� ®1: CONCREMAPPUCAMONS IN — of Y MUkW-DADE COUNTY HEAD AND SILL DE7 ) APPROVED 114"ELC)TAPOO DRTW 884 ORETFrFLOC'NIINIAAtJM DISTANM FROM ® C'=J1l1CFtOR T 3 361�t MIN CONCRETE (�N 1&C QR 2X WOOD SLICK yyppD Ap {gZ 2.FOfa<dJOW�APP TI IN AAIMAI DARE COUNTY.USE S12 STEEL SCREWS(G O)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® v4"S84 CRETE•FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE Al2 TRIMFIT FRADS, 4.MOOD BUCKS DEPICTED N THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • :..:� +t::.;'.�1316:WL 114"TAPCONA TOTAL THICKNESS 18 LEIS THAN 1112". tx WOOD BUCK ARE OPTIONAL tF UNIT CAN EE .�. OPTIONAL ix •~ • ivr MIN.,U4"CRETE FLDC 1� INSTALLED DIRECTLY TO SOLD CONCRETE.wow BUt2G8 DEPICTED AS 2x ARE i wr WOOD 1�c ® TH ICCOR GREATER INSTALLATION TOTHE SUBSTRATE OF WOOD BUCKTO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTIML (ON NOTE 4) S.FOR ATI•Aq�4VIENT TO AIANUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF ua" " 8003•T6ANDAMINMUMCN+IArTH9CC.THEM STRUCTURALME9�RBBROWLBE MAX MAX OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOWFRAME SIMRARTOTHAT SHOWN IN THESE DETAILS FOR2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET A1r DETAIL B SHim METAL SCIREW WITH FULL ENGAGEMENT INTO THE ALUMINUM IF THESE CRITERIA ARE - ..��..��:.�:� MET.THE RESPECTIVE DESIGN PRE88URESANDANCiORAGE BPACM FORTAPOONS TwWL+lMGED HIM ArvCH R AGE MAY SE USM. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN MULLED APPLICATIONS R 19 EXCEPTABLE TO RE(NOVETHE FIN AND ATTACT TOTHE ' 1 IM" 131&'® MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT 1W MAX.SHN�H.-f v4 MAX SHIM �� 8 ANA ARE NOT REQUIRED AT THE BILL OF FLANGED UIVITB 7.MATERIALS,INI=UNG BUT NOT UMITED TO STEEL SCREWS.THAT COIF LNIO CONTACT WITH OTHER SIMILAR MATERIALS SHALL MEET THE REQUI REMEMS OF F'BC CURRENT. t:. EDITION.SECTKTN2008.8.4(SUPPLEMENT 2I 4 OONCRETE ANCHOM WOOD ANCHOR. ! PH BELOW MEETING FH SELOW MEETING® RAIL(SEE NOTE 1&3)® RAIL(BEE NOTE 2&3) ~;____•_3.38 KSI MIN.CONCRETE _ OR 1.5 KBI MN.CMU (ALLJAM1B!DFTAR.S) j 1x BUCK OPTIONAL WITH SOLID CONCRETE 2K WOOD BUCK 8UB8TRATE(SEE NOTE a)® (SE NOTE 4)® DETAIL fr DETAIL D - Typic k FLANGED JAMBANCHAMM MAX SHIM WOOD FRAME WCX�D FRANC F�MAX Ci .131"DI&MIN. I /ls x 21/Y NAIL. .131'D1A.MN, AT CORNERS e x 2 IW NAIL. AND I O.0 FRAME AT O A ND IrMC 131'DUIMN. ttuN x2lWNAU, MAX AT C .` �� '.............t tiB SHIM AID V O.C. :' v DETAIL F.(HEAD) I)E AIL E,(JAMB) DETAIL G.(SILL) -*? tw t TYPICAL INTEGRAL FIN ANCHORAGE ® 6L � + o /mCyfANGrTf9BavmT BE DETAILS 11 otrour>r a 110CWMAGffiS T}IG NOMMMFLOM ALUK SINGLE HUNG WINDOW IMPACT a Pic 11HSA7d B P BgDt7s7D �Bms F fga�s moDO NTS 1I •11 4X140,20 G PI PASS 887CG Man W4MI DARE COUNTY PRODUCT CONTROL SECrWN DEPARTMENT OF PSG,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sire,Rom 208 AFFAIRS(PERA) MiML Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)315-2599 NMICE OF ACG PTANCE oA r P1pttlustrlle S X Y+�, 1070 T uhnelegy Drive, North Venlee,n 34275 SCOPE.. - Mis NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section to be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction(AH4. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Sion an Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIMON:Serl+an"PG1"''C Ip ded 100 loam APPROVAL DOCU pff:Drawing No.630M titled"Impact-Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County product Control Section. N�ISWX IMPACT RANG:L�rgO;and 5ara11- De,ImpaEt Res it LABUMG:Each unit shall bar a permanent label with the manufacturer's name or logo,city,state, modaUseries,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. 7`E1tM wATION 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 entirely. 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 0 10-0819.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.114922.01 Expiration Date: May 26,2016 Approval Data Deember 08,2011 Page 1 PGT Indwdrles NO—I QF ACCEPTANCE:EVIDENCE SUBI4IITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.63OW titled"Impact-Resistant Aluminum Tube Mullions",sheets 1 through 22 of 22,prepared by manufacturer,dated 08/20/11,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6443 (samples A-1 thru E-1),dated 02/28-11,and addendum letter dated 05105111,all signed and sealed'by Marlin D.Brinson,P.E. (Submitted under previous NOA #14-4819.115) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. ]MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-201 0,and no financial interest,dated June 06,2011,signed and sealed.by Anthony Lynn Miller,P.E. 2. Proposal#10-1070-R issued by BNC to POT Industries,dated 01/07/11,signed by Ishaq I.Chanda,Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 104819.05,issued to POT Industries,for their PGT Series Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 and ' ' son 05/26/16. 4 "M"64- Perez,P.B.ProductAn-041 Examiner NOA No.11-092LO1 Expiration Date: May 26,2016 Approval Daft December 48,2411 B-1 SUITABLE FOR ALL LOCATUM REQUIR NO I NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS MEWOMFORVIER ALN16J.'''''�`� MULLIONS / ^� gp�pgTA98 SWINITALS I 8}0187823 MILL 1 j1j \ I I LAN' MW. LBNtRIit IXXiR011TA1 Low" GIZINFIAL Nom, 1)�TAIL8 BHOVYN ARE FOR TIRE MWlION ONLY.ANCHORS SHOWN ARB IN ADOPTION TO ANYANCNORS REQU IRED FORTHE FENESTRATIONPRQOUCT INBTALLATI.IYPICALAPPLICATION8ARE8H ONM.EACHBITUATDNISUMtBlEANDtlHADSE EVALUATED BY AN ExFERIG M PWAUM FOR THE BEET INSTALLATION METHOD.OPTIONAI 1X Wt 2X WOOD Blx2C6 USED. MUST BE ANCHORED PRAY TO TRANSFER LOADS AND ARETO BE DESIGNED SY OTHERS. ARWH88 TO W W- 2)THBTYPEANDMOMGBROFAM*"MISOUTIOALTOTHEST WMWALMMFOWMMOFTHEMWMUMTB.NILIIOG amy NAVE BEEN TESTED AB'FREE FL0/11TNS'AND DO NOT NEED TO BE OIRECTLYATTACHED TO THE MIX CLIPS,BUTSHALL NOT HAVE A OAP OF MORE THAN I/4 FROM THE CUP. 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W14DLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UlK THE 10817E88 INCREASE WAS NOT USED IN TTIB ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. \ 4))PROPER SEALING OF ENTIRE ASSEMBLY 18 THE RESPON818RRY OF OTHERS AND G BEYOND THII SCOPE OF THESE }A=411RU Oi S)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TODETERMINE PRESSURES AND / OEM 23 ANCHORAGE FOR THE COMMON MULLION,SEE DIAMPLES ON THIS SHEET AND SHBET21.FOR MULTIPLE WM CONSIDER akM ONLY TWO AWAC TIT LIMITS ATA TIME WHEN USING THE MM GN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DE$M FOR PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. NO MMM 8)WHO FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TALLEM SM. 7)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUOOO-WOOD BUt2E SYOTFERS.MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RES187ANt AS APPROPRWTE FOR SUBSTRATE MATERIAL=SIMILAR MAT yms SHALL BE PROTECTED AS REDunm TO PREVENT PYACT IONS. Fl3VoBIRATI011 -N TVPPL S)REFERENCE:TEST REPORTS:FRL4443.ELC.O ULTRACONI MMGATOR-NOATfi NWAF&PA NOS FOR WOOD CONIITRUCMV MuBT 88 ADAMALUIMINUM DESIGN MANUAL. MANLIM TRIED sYF3T. W MILLIONS AND CI PS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CADS,AND ARE APPROVED FOR BAPACT AND NON4MPACT APPLICATIONS,NBLLKwARE ONLY TO IE USL9 WITH POT,WPROVED FENESTRATION PLODUCTORAVNLO g1RRENTAPfRROVALIL 10)MULLDINS ARE IN COMPL IANCEFBR USE WTHE HVHZ. - L 1)DETERMINE THE FOR THE OPENING USING THE ASM7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET2270 DETERMINE IF THE WNW LOADING IS•R=MGlAAW OR IOAL•. 99KERAL NOT91L------.---1 1 ELBVAT ...-..-.�...1 MULL102XV1000 ---..«.,-2 MULLTOIX8 WASON tY—2 0M IATIONIORHB........_2 MULLT'OMASONRY 3 MULLT09TRELSTUD—9 MULL.TOMUL_ -8 ANt11QxtRPBOS. 8 ALIEVATMOUPS----.--4 SAY MILL INSTA"TION --..4 1 X2x.1'8M&L S13908.----.9 1 x 2x.2m au spgcL-«....-9 1 X233X JM MULLOPEDS-.-.7 1 X2.78XA5MULLSPPAB....-..S 1X 91IXACOMLLSP80L-9 1 X4X.IM MULL Ste.-..--11 ADDI170NAL MMMPLHB OF MULLCXNIFISURLTRO 4)FIND THE CH08EN MH.UON'$Mi n CAPAOT &OM FRrOM TABLES IA TF�H I3A.ON 8I MM O TH 117 P� EV i - 1 ANL RE8PECTNELY,USING THE MULLION TYPE.LENGTH AND OPBNINO WIDTH OR IHh]GHR(DEPEND@IO E 1HE MULL( N IS BPM6NING MO r VERTICALLY OR HORIZONTALLY).THE 1 �.OBTAINED SHALL MEET OR E)MM THE MOON PRESSURE FOR THEop� ' IN T I16 IWOe )(p r 11mOtR THE SAME TABLE 4)ABCVE�FIND THE VALUE VALUE REPRESENT THE WNDLOAD TO THE SUBSTRATE BY THE ANCHORS Arm,90 IBM�ETTOAA 1 N FULL L M S/ I/' Muti MULLION CAPACITY. L u l l u3mm FROM fFE ANCHOR CAPACITY SL881 TABLE ON T1HE SAME SHEET AND USING YOUR ACTWLL LGU88TRATE ODNDITION(MLLTELE ``.�`N.(%INN Ml[��i�i T T- ANCHDMIRSTRATE/ANOIOR�PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE RHQU� `� t0 ;NSF'•.-'P*�' ANCHOR CAPACITY M MET. SINOIE MULLION 6IGIidLE I�tu UU�N FMVMUXM will 7)IFTFIH UPON f18SIFT+t OBTAWEO IN THE TABLE IS IHRiNUER TW W TFE �@pRSWOTH FOR THE OP0N8RC3,You MAY um m•ANCHOR CAPACITY ADJUSTMENT F LU' OBTAIN L CHOR CAPACITY �PORVl8m6Y.MULl REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE = �Q• �\ OSTAaB I ', MULTIPLE MULLIONS M VERI"nM MSIGN PMMWM RATING cLee M FM THE FENESTRATION PRODUCT TO LIE USED AND txUdPARE VYRH THE FIJIM i'�°a (I F10=1*SOlVL MULLION CAPf+�17Yit�fRH1 WTAIHED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE �i''0 9TPLO .... MILLED FENEBIRATION PRODUCT ASSEMBLY. S)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATDN WHEN USING THIS NOA TO APPLY FORA PERMIT. A.LY��11O,4VII9E1f,�P E FL P"5708 DETAU.A; MULLION TO 2X WOOD SUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) sallomom 00FORNME Lo"Um SIDE VIEW FRONT VIEW RaTALLAM form I)ANCHOR EhlSEDbMNTTO BASE MATERIAL SHALL BE SEVOND WALL DRESSMORSTUO00 2)QWKTITYOFANCHORS AND MULLION SIZE SHOWN ASOK ARE FOR PICTORIAL FWqWWffAT= ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TWANCHOR70ANOM DIffTANCk THE CORRECT QWXTffYAND LOCATICW OFAN04M MUST BE FOLLOWED REFS RTO THE TASMONTHE POLLOWM SHEE •FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY 13E US= 3)ANCHOR HEAD TYPE MAY BE PAW^NOMAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL Co SHEET& 6)FOR MASMWAPPLICA71ONS IN MAMMX40H COUNTY,USE(MUMIMM-DACE COUNTYAPPROVED ELOO IATRACON ORELOO IWS.S.AGGREGATORMASONRYANCHORS. D-Elm 0; MUUUONATTACHEDTOIX WOOD SUCK AND MASONRY AND A37AOQW om TAUB (STANDARD CLIP SHOWN) SVOTHWA mmNml Em UWANCE. EMOWANCE 16108 TA PORMAGONRY 4! SIDEVIOW WAWDM ken" mAym EXTERIOR im FGR K*Amw AKCHOW o. TM /--m sloWsmia-me sucwm$v AND eyon*m mXmi. FRONT VIEW roq 's' N 0.*-* Gene N.N K cam* 6,r A.LYNNWIV.K P.E. FLP"WM MULLION DIRECTLY ATTACKED TO MASONRY STRUCTUR9----- (STANDARD r" e—pasuSSMA74 ym WTALLEDBY MMOWANCK mmugm ANOM . EXTERIOR 4 a 4 BOfIBONTAN08 MASONRY ANCHOW 96. AG 681IT/IHI.HS 1&108 AITACHMM SON0791. sxwt mm. GUNTAMM UNWIMOONORWHOROW MINUMCONCRUMCROW IWIM imm-ww SIDE VIEW INSTALLATION NCUM 1)ANCHOR EMBEINWff TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ADM ARE FOR PICTORIAL REPIMSENTATION ONLY BEGAVISE THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS"EITHER THE STANDARD OR INTERIOR CUP MAYBE 3)ANCHOR HEAD TYPE MAY BE PNOM.HE*M OR FLATHEAD. 4)WOOD BI ARE OPTIONAI.SEE DETAIL Ct allEEr& 6)FOR MASONRY APPLICATIONS IN MIAMI MDE COUKrY,USE ONLY MIAMWMDS COUNTY APPROVED ELCO,ULTRACON OR ELCO IW S.S.AGGREGATOR MAGONFIVANCHORR, FRONT YIN EXTERIOR I- MULLION TO MULLION INTERSECTION Won& 3)SEE UwCLIP DRAWtNGS.SHEETS 18-2D (U-CLIP) 1)MAY 89 INSTALLED IN-FW OR 91MW VAI INNS KTERSBCTxm 2)MAY BE INSTALLED HORMONIALLY MWAIN)ORVERTICALLY. TOP VIEW FOR CORRESPONDING MULLKK MUM r ORPROMLL mEm muUMN MiNQtpN LPCLP o;l EXTFAOR Ll� FRONT VIEW OXI ANCE GOTAMM I SIDEVIEW DETAIL lk MILLION ATTACHED TO STEEL STUD (STANDARD CUP SH Nam 1)FOR 9X WW0004LOJMM STEEL STUDS.WOOD ANCHOR VALUES MAY BE USA. 2)SEE CORRESPONDING MULLION TANJUL SHEETS&17,FOR QUANTITY OF SCRBWL SIDE VIEW 114 A. DETAIL F; FELD4=IFIED MULLION CLIP (F-CUP) SIMMALBA$ �iSHMM7ANDSF01IN811{LRAN ro New ICOLMSTRaRL aim VIEW 81OYIMWRNPX4 X.12' WALM ea<rearoR Now FOR WBTAU ATION OPTIONS P. 1)DETAIL IS NOT APPUCASLE FOR THE SAY OR 1.18'X 2.11'X AW MULLION. 2)SEE TABLES/8.108 FOR ANCHOR lXfWMIES AND SHEETS 1820 FOR HOLE LOCATIONS. 3)THE 2X3 CLIP 18 NOT SWABLE FOR THIS APPUCATIML DETAIL M: '3 ANA CLIP BAY MULIJON INSTALLATtON I U I(ANGLE CUP) (ANGLE CUP) NMM FOR INSTN.LADOM QM to A It 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE MWW INSIDE OF WILLION. � .SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 1810 FOR HOLE 3)OETAL It SEE TABLES US OR 139 FOR ANCHOR QUANTITIES AND SHEETS IS-=FOR HOLE LOCATIONS. A.L" FL I°! I TABLE 1A opwft Wkdh Qm muBmlB or m ftm) 194,111 BOB cob lob 80b sob 1006 awn iota /996 Tb9rldro 717BIma�a s 1x2x.1� IOaip $$L=ft weft Daft L4a11BS L48a9s U mft � L4B�12 L449319 L475Bq 149dBb 1es310 1aBd/9 �at Ilp 426 111.9 408 tsx9 Sffi 90.9 499 116.9 89a 70.0 JOB 107A 021 949 408 WU 879 821 Poo 100 819 WA 1 409 1060 910 460 400 a" 819 89.9 405 1060 9t9 a" 459 1069 tats 48b 74.9 912 89A 488 OU 30 75.4 4M 825 M.W.0 W 486 814 094 21B 41A 812 8L8 4M 9.5 1,10 61.9 244 81S 814 61.0 214 468 812 91.9 W. 28.4 818 81A 4M 888486 o8.9 981 70A 494 88.1 281 IOU 448 40.9 481 80.7 421 849 451 821 m 80.9 261 80.1 440 81.9 481 49.8 1 419 2" 401 49.3 219 42A 281 448 419 440 941 14U I 479 846 829 W 97.9 29 48.0 26 4sA '902 WA 2W 449 1s9 829 247 414 IN 442 44► 824 191 4U 247 80.4 193 4L0 44r 90.7 193 mA 217 49,1 199 10.4 147 88.1 iW 906 944 400 41.9 170 8x0 = 80.4 W VA 905 869 198 469 400 99.9 190 21.8 200 47.1 189 102 400 28.9 187 140 400 48.0 189 896 9x1 181 M9 100 VA IN 80A 182 44.7 181 260 949 =7 181 20.0 t49 1x4 191 228 1M 1x9 191 41.7 m 09fn 2x9 m 848 144 060 '106 4x1 489 249 196 2x1 199 1x0 1s 21.9 UK 726 I=I 199 248 120 169 1880 ts.9 118 'f69 19s ttA 110 IL 786 1x9 as 70.7 10s 167 128 188 107 � 786 117.5110 164 1 tp ANCHOR CAPACITY ADAISTMENT FORMIN.A: Aaollor Tabb ANCHOR AP b 71044 BMp1 N�)X MW10N CAP.,.,.. *ANCHOR CAP...An5MrC6pPalA9r11B Aa51mr 8Mr8b01f5faooa 1fC180ot0fuom owamn tfr9be15mtoe5 U88THIEAATOOBTAINTFE AI�IDR A I416aen A saw Rid)eawRial 2awR� N&tw r 244 a-1w r Y• r 34W r OM' 0.84' DAPACMREQV�" TOE X 1-W 1•W 17tH• 4tH• r 1• r 144 aw ACTUAL PRESSURE� TFORTHE s a e991e� 95406 1 p OF' WG,WHEN IT RH LOWER THAN THE MULLION e 1.18 oat 9r Isy� 48005 117.9 = WA NA a mow /7mm. �'ACITY(FROMTHETA�OF THESELECTED 4 a. feom. aeotes as 750 9xm. 58oH5 494 567 11x9 MILLION.TTWALYELDAMNIMUMANICHOR 2AroAat tAb MA WA BWI 1481 WA 7 m. CAPACITY WHICH MAY 021T000AL�Y "5 s4sms 4456 is No 294ax 85296 a91sr lei s4a ACCITIONALANC�tOP IONS FROMTiE 2 t. WA t m5 -WA m5 Bq ANCIORCAPACTTYTABUi- NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR YAUJES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES • • • • 1)SEE SHEET 1 FOR sfTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR NKMAATION ON L. alm 8n0d8igCtrde 8104 L O O • • SEE SLEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.9080• r- qp1, / 20 LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOM OPENING WIDTHS IS ALLOWABIE FIGURE. S)MULLION AND MULLION CLIPS SHIOWN ARE NOT TO SOALE.FOR EXACT DIMENSIONS.80 SHEETS 18,20• Fo- • • • Au MW"CLIPS MAY BE FACTORY MACHINED NO CONTAIN UNUSED MOLES.HOLES MAY SE MIED IN 2000• 11711 t i THE FIELD FOLLOWING DIMENSIONS SHBSWM ON SHEETS 18.20• ANtAECUPMUST USED QVPABIB 128• � p� ............ 4)SUBSTRATES:C.ONCfM E SHALL CONFORM TO AC 901 SPECIFlCATIONS.HOLLOW AND G=ff4BAED 1�••�:G�ISB FIGURE 4' FItOURE& FIGURE& CONCRETE SLOOX UNIT(CMU)SHALL CONFORM TO ASTM C418.WOOD SHALL BE PftSSUR8•TREATB 'AUM SOUTHERN PINE VWH AN 80 OF SAIL ALUMINUM SHIALL BE 6003-TS AND 89 A MINIMUM OF.12r :* THM STEEL 8TUDSTOBE AMfN =GRACE 33 AND AWTH (18GAUGnSTR�ALSTEELTO�AT 1•X2'X.1�MULLtON ® • O ® • TH11LEAST.12r THM AND ARL ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND a MATERIAL °�•• 7V? ••.,FLOPI�P Ql�� '�`SS�ONA4�.•`` . A LYtII MILL'Fb P E FL P.E#WINS i TABLE 2A sitlmfbr 11f10101D m H (bf ) @�It SOON Wb 7094 solo sob 1Wb 720b NOb WIN 5 12Y11376 Iss®9 Iabanp Lumeft 14a8r6 ►ob7p 1asm LWA" IspdiO 1-Aft Loom* L-ft Uwft Umft umft 14aft o! 1fill, 11X11h 11 111 a 11 � . � d #� # # # # # #� # if # #I II n # #[ #I # #I #1 1111 11 111 # # 1 #I 11 SL 42b Mal= 176.0 s86 1MA 160 1710 476 1127 410 1700 600 It= 512 100 611 10M O04 "M W WA 4117 tO0.0 017 78.7 OR MU 617 448 481 W.91 817 9L7 401 1066 M 4016 M.81 W7 1160 419 101.4 W 1161 4tO 166 W7 100.7 467 MO W7 =4 816 WA 407 99A 297 OM 607 660 894 667 M 9M 9498 461 sW 9M 898 160 007 4M ass W001b 108.7 401 MU 179 _nt 41111 966 071 74.1 4W 9M 001 MA 455 018 MD W.0 4W MA W 010 4% OM sW 149 40 00A 8118 W.0 4110 060 MB 74A 404 040 M. 041. 064 4W 98.8 m 714 460 WA 001 610 4W 27 101 044 400 01.3 S1O 17A 400 860 616 427 400 s9A 814 WA 400 61.0 8m 60.6 4W MA 010 10.7 4W ste Ois 0. 028 110 00.9 970 014 821 WA 970 4" 491 114 2M 060 011 4611 200 010 .124 40.0 W st1 IN 420 21 2M 060 466' 181 821 4M 9W 19.6 090 4M 181 64941 sO.O 9M WA W "A 014 414 140 064 2M 48.6 211 860 160 Mt0 4s7 01A 4M 11'.1 984 14.9 m 161 402 924 444 00.6 280 194 9M s4A 170 1M 191 50.4 910 8610 40.0 4M 4M 9W 820 9W 424 2 464 sM 67.0 997 994 9M 441 9M 960 200 81.0 116 964 484 2" 411 WA 904 960 4M 767 24s 2k7 201 W 4M 017 Ws 74lo 00.0 944 S7A iM 066 226 644 18'1 917 42 20A mW 914 976 9M 5 960 996 966 '182 160 420 421 10 160 ass as 17► 19.0 426 mM 170 MA 298 126 170 Mb 464 820 177 01.0 204 m 178 m 012 49A 170 194 207 2"Awl 17.0 202 %I, 1W tM 909 164 188 VA 901 767 1111 tM sas 110 tE0 u W4 1M 100 Mb 988 101 266 = 910 184 M7 tOb 1M 192 01.0 =10.7 194 167 1W 167 799 161 167 164 187 168 1� i1A 161 164 109 141 184 t4A 7W sA 197 ms9 100 � 9094 10.0 144 1601JS 164 tM 10.1 126 9694 119 t01 16A 114 TABLE 2B ANCHOR CAPACITY ADJU8TC11HNT FORMULA: ILLL oil Anaha Table ANC?KXi .es, N Us commolso Dom, Mast (�)X�bNRLIDrIC °ANt81d2CAP.,.. &, -. bi00pm0 lwmmutwmb wwmrb wwomLommll twmmUtomb Iwoomm sltrmm vesomm 11081041 Mow O148Ma UBETHMPOFBAUWTOOBTANTHE%WCHOR AndwCIF Pa06rro tAm m AoW 010W LOOM AW8601 r GWM(04 BmNt� 0 l� USE n CAPACITY REQUIRED" B40 TO AN a r aIF r a r 2Viz r s7B- a ; ACTUAL PRESSUREREQU�IENTFORTLS 1.rr 1ar4' 9•' 1.11a' 1- 11W 4 1•W mats' Cara' rmlo Y HEN a IS LOWER THAN THE MULLION SlAbeft"m r 4W 40. 11{4 076 OP01ING. 1.16 4aa / Ira ms mp -few- iM6 a CAPACITY(MVM THE TABLE)OF THE SEL=ED L L r r 2p1 ft Rep 77A am m- mp M mp 1 MW.UON.ITW6.LYIELOAMINIMLIMANCHOR 714 ms CAPACITY WHICH MAY BE USED TO QUALIFY 448 loop t mb 6f6a 2M m4 M1a1 "SON OW ADDITIONALANCHOR�NSFROMTHE samlm t6 7W wA 190 17A ANCHORCAPACTIYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1' RE TABLE NOTES: :==.wftdw..ftWft Bnitd6BC01e No I • 0 0 • • • 1 SINS 4 R NGSETNREURCATL IOWNS AALLIATUWNSM�IEFHODT Ste, AND SHEET Ya FOR wFORMAnoN ON LQADfNCi � 1 aor �»- °d0 Y)LINEAR INTOWMATLC114 BETWEEN MULL LENGTHS ANDIOR 03E MS WIDTHS E ALLOWABLE FIGURE 3: 3)MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSONS.SEE SHEETS 1&YQ 111 I I I l l l ALL MULLION CLIP$MAY BE FACTORY MACHINEDAND CONTAIN UNUSED HOLES-HOLES MAY BE DRILLED IN 2A V LYN TFE FIEIJ)FOLLOWING OIMENSKX�BHDWN ON BHEET818m ANGLE CLIP MST BE USED IN PARS. J� JsS �i 4)SUBSTRATES:CONCRETE SFW.L CONFORM TO ACI M SPECWICATIONS.HOLLOW AND G ROUT-FILLED 11tv-r *CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C49L WOOD SHALL BE PRESSURE-TREATED M0.68705 FIGURE 4: FIGURE& FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF C.N.AUWOJM SHALL 89 fi118S-78 AND BE A MWIMUM OF AW O • THICK.STEEL STUDS TOSEAMINS"GRACE 33AdD.W6`THICK(10GAG4SYRUCTURAL .3 STEEL 1•XTXwMULL1ON n tic THE MATERIAL AND A86 ALL ANCHOtiB INTO METAL SHALL EXTEND AT LEAST 8 SCREW TF9iPAt18 ` s�s1 ONAL A.LI�NllLI�R,P.E. PL P.Eh 88708 i W TABLE 311% TiOb WIt191� rtaRon6 or Qor ) 4' Wb sob 7644 60b sob 16ob - 190 Am- tab aob XG AIML Laift 7A6W0 L466HO L-ft -ft a460n9 Looft umia ueft tooft ►aaro >t4 TOW 1. fill, 1 11 11111 1 111 h 1 1. 1 1. 1 11 1 111 111111b 1111 I, fill, 1, 11 1 111 -0 fill 11 H 11 1 11 if 11 if 11 if H 11 11 if 11 if I I if I H 1 111 11 if 11 if I'l 4244 JIM =I 1746 496 t74o 7M AOA m 1740 666 ,raw 666 Imo M lloa ND ,76.6 11a 7740 681 ,mo I 1940 rmwo 641 7 Itm 174o N, wil aN 170.0 bat -"A am 710.0 of 4044 170.0 706 770.0 621 170.0 6M t70A 6M 7740 9Pl 170.0 690 170.0 ,196 ,740 N1 a1A 1160 170.0 077 1666 17N 170.0 w 1as 1as am no WA 1160 s m.0 660 D44 11N 1700.0 607 60.096% 170.0 747 I= 669 1740 NO /70A ON. 107.0 1.004 170.0 at 1446 7094 "MUD 748 ,946 1092 I 1740 747 19.41 toga a" 766 07.9 %N 1760 766 a" =117101 766 714 1 1092 170.0 766 6181 170.0 707 1740 614 161.8 007 1740 m 7864 s07 16447 780 =* sW 1N.0 740 107.0 0o7 1460 714 08.0 20 141.1 710 so.0 007 140.0 = 841 007 vM 700 646 007 1440 700 sob 141.1 706 161.5 w 117.0 766 MS N, ,00.6 796 1140 6N 6691 760 786 00.1 078 660 786 81.8 aN SM 796 K9 474 461 766 060 074 g 0744 1440 666 1860 070 MA 076 MA 667 WA 666 060 647 764 M o61 w w 066 610 681 640 666 70A 076 60A 606 78.6 611 416 N6 as 841 M 6N 766 ®I Nb a" 607 IVA in 80.0 or 061 6N -?a. 007 060 601 668 607 77.1 406 as 607 718 as a" 607 07.6 4N 444 6W 69.4 00 878 6W 62.7 474 661 007 627 44 7444 MA 60 660 40 060 610 710 4N 666 M 607 446 NA 670 WA 410 464 610 068 M 146 6W 60.0 400 360 610 4" 404 49.4 610 4M Ns 466 610 460 No 7044 60.4 466 r" 400 67.6 466 047 304 *A 40 661 W.414 4N 46A 876 366 460 44.0 WO 067 466 $IS WS 460 480 07.7 30 NA 4N AD 3N 41.7 40 667 80 76b 664 466 070 301 80.0 196 as er8 460 466 40.0 900 461 496 M.7 3N 867 430 460 386 621 Ica 60.1 3N 90A 4N 07.4 8" 47A 436 320 Sit 40.7 4N 679 s16 � g a 0081 418 907 411 460 61.0 307 344 sN 40.0 807 618 no 461 627 413 976 438 807 9D.7 471 460 347 967 aea ,7.4 907 41.0 494 14.0 T2w ob 64.4 407 36A 4A 46.7 467 90.0 466 407 46.0 4N 418 9&1 2N 141 927 40.s 810 A9 407 tsd 907 14.4 407 160 a9 MIN 24,4 407 80.7 906 904 947 90.6 901 nA ID7 160 161 18.0 196 X 1H b 2" 418 027 104 WA 40 141 101 110 416 %6 tN A L L rL a0b /TA a4 17A 107 T ANCHOR CAPACITY AOAMME NT FORWJLAt a- Q Aa611or T"(8w WBSd t4N �)X� 1L1061L"AP. A6 CAP.- -- -_-- 6N0'6bo . 1!!86 GWOM /N•888W 6f08ht1 oaftw 0f48tatt A6ao0t, wwmw4/wOw grow 1o0eae 8HS'®oo148om vro"Utom A7U107C4pPOINottt ilOtaoOn AMWWM UOOWO A eomm somw(4C e4w c" USETHISPORMULATOOBTAINTHIE ANCHOR r our r a r a a 6•ta8 4 CAPACXTYREOHlIRB C ONDWGTOAN *sw tmr Iaw 1.814' r >- 1 Vw 1•vC 1 4 T tear 1 w6eb AC'T'UAL PRESSURE f• IT FOR THE er Note IN ft 617 4N , OPENING.WHEN IT IB LOWER THAN THE MULLION �. Tao 1767 WA 66118s 840 1 CAPACITY(FROM THE TABLE)OF THE SELECTED s • 0.ar ICE mon =61 e. 60 rw wA 4n 4266 664644 ea 1140 vixw •[IT WILL YMLDAM0=JIdANCHOR 4 00AS10A0C.r WA WA WA HG1 MA WA MW CAPACI7YWHICH WAY BEUSEDTOQUALIFY I Amts =ft 107 116 196 140 WobO iorm men z0ft ADDITIONAL ANCHOR OP10NS FROM THk 2A1ao80s 1.te' O.CJ =M 34000 WA WA NIA WA Hp a>s WA WA WA 346 m0 4Za®0 6N ANCHOR CAPACITYTABLE. NOTE.FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CO L VALUES ARE USED N THE EXALAPLE 0117 SH EET 21. FIGURE 1: �110lQmO F)OfLQO H90 1 E . TABLE NOTES `-•1 1 OD6'�- BY • O p • • 1)SEE SHEET 1 FOR p�TRUCTONS ON USING THE TABLES AND SHEET 22 FOR 10PORMIATON ON LOADM SEE SHEETS 2.4 FOR GENERAL IN8TAU ATON METHODS. .. 1111111/r 2)LINEAR INTERPOLATION BETWEEN MUM LENGTHS ANMR OPENING WIDTHS IS ALLOWABLE. �`%% * J. � FIGURE& � �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DACENSONB,88E 8!•@TS 18$0. �'•: � • • • • A M MULLION CLIPS MAYBE FACTORY MACKNED AND CONTAIN UNUSED HOLES.HOI MAY BE MM IN 1k t N0,68708 THE FIELD FOLLOYYINCi DB�NSIONB SHOWN ON BFGEE"iS 480' ANGLE CLIP MUST BE USED IN PARS. Wo. 4)SU88TRATES:CONCRETE SHALL CONFORM TO ACI 801 SPEOWATONS.HOLLOW AND GROUT4 4LLM FIGURE 4: FIGURE& FIGUREC9 c }1NORETE BtOpc IAdIT(CMU)BHALLLCXNFORMTOASTM O-e0.WOOD SHALL BE PREMME-TREATED �YELLOW SOUTHERN PINE WRH AN SG OF 0.88.ALUMINUM SHALL BE SCI89•TSAND BE AMININUM OF.12s . k/ • MOM STEEL STUDS TO BE A MIRMUM GRADE 88 AND A•'THBCI 16 • ` p • ( OAUGE)SIRUCITlRALSTBELTOBEAT rX27BX�78`tAULL[0�1 ��(6` .AO......... • • ,� � C40 AND A88.ALL ANCHORS INTO METAL$HALLL EXTEND AT LEAST 3SC REW THREADS BEYOND --__ �'�i rs'/ONA1- FL P.E.A TABLE 4A opounftkg COW 67 01 Win solo 7010 6016 Solo 70061 170lo 140N WOb ,X1.78. TWO* R.meeomW vW111 . TaaolM .88DAAIm. L4e4re LOm1y 44eQt0 I"" Lao" 1AN" L-ft 44fv tat" LOee4a0 >�0 140" 14e6e9 o 161610 TWO ftfts 11 fill, 1 11 11111 fill, I h 11111 1 11 11 1 11 11111 1 11 1 111 1 111 11 Db 1740 670 199.0 10 t74o 7M a" 478 770.0 OM awl M6 IMI Oat 170A 6" 490.0 1116 7760 671 "WI 1810 1760 671 Mo 1W8 1740 sm 1M.7 I no AOA 661 ""I I= 1760 am am 170.0 toe 1760 as 1740 M6 A40 I e61 1760 987 170.0 6M Mal Nag 776.0 601 I= 12U 170.0 677 =0 1417 OW aa0 14W 1417 4740 M9 IMAI 7477 770.0 680 taa9 1417 1740 666 � sua[m 1706 7N 7740 6M Jim aM 1740 an I 170.o 10M Ins 861 1=0 tt179 1740 I 798 1626 no I= 7N I NOW an 7740 716 Jim us 170.0 7M IOU I= 170.0 7f6 IMAJIM 170.0 766 0070 170.0 7W 170.0 611 Jim 9M 170.0 W lino 1116 1940 761 N47 I= 7740 I as 1Ws 1180 170.0 687 Jim NM MCI 616 100.6 too 7760 WI 661 7180 170.0 sal 76A I 718o 770.0 M1 a0lo 170.0 6M 170.0 701 1466 946 WU 761 JUIW 976 Nos 746 IOU 9M ""I 706 07.6 916 NE.9 776 87.9 1116 1160 79A fat OM 114.4 7M 020 916 114A 776 501 616 N4.4 716 W lo 161.6 660 1616 770 7866 68D an s01 a" 880 WA4 M1 912 690 Iia"21 670 BU 880 100.6 667' no an 944 666 bas MO 9L6 619 642 MO Wt 6M NA 610 98.1 6W 0067 190.4 fig t40A 600 I= 767 1146 680 987 1MS am ass 7W 90.1 614 764 7W w MO s60 767 019 000 660 767 740 6469 47.7 749 769 Mt 41.8 W.748 S" v0�g 77lo 1007 680 1066 = MO 91.0 6W 666 60.1 670 a" eM 779 611 666 W 666 M 140 686 67W M6 424 691 W2 600 MW as 86.8 4W 61.6 680 668 4W ,g 7alo SHIN Wt 90.4 4M 77.1 W1 746 486 W.< 479 80.1 DN =A 471 4" an MA 407 461 Wt 60s 4M Ms an 47A 461 Me W1 M.8 W IDs 871 406 40 i r r MW OW sot =A 474 667 6Q 748 4M W 01s awl 1 0 640 611 667 40 MA all aL0 401 40.0 M1 NA 497 968 86 G.9 419 766 0{1 4U 4445 10.0 Of6 441 47 4( 9010 021 4W 667 M1 464 W MA M6 W2 4W 89.8 8W US 407 860 60 769 4W 821 088 18.0 4W 611.6 =4 W 4W 70.1 E77 1&0 4W 11.1 077 "A 4W 89.0 sW Mlo 489 aM 44.1 820 80.6 EM W2 014 60.7 816 =A EM 966 EM 2" 3 Ma 06.1 1100 =A so 88.0 106 tts EM 21.0 100 70.9 Ma W9 701 K IMlo 80.7 48 00.0 As At 2JK7 10.9 4M 8fA 7M 74s 8Q 766 YM 10.0 114 10.7 AM 10.0 9M 16.7 900 H.6 417 111 b W.6 4W 76E 407 10.1 aW 466 486 70.6 4W M.6 IN t7W sW 10.6 901 164 767 tas so tM 720 479 428 7M 146 470 10.6 4A6 167 7� ta2 407 X I TABLE 40 ANCHOR CAPACITT ADIYSTMENT FORMW AI dE Amlgr Tat1M AN:HORCAP BYlrobo web liwme wNBeo maw 617S7d /1 e" FORMUL TOOSMA Aoomr aMat'66w146eom1 wQoo191n�f 9ilCalostigao0 wt8eouw.w6 CAPACISFORMULATOOBTAWITN DING AndluCOpPatlOtM b'�° AoN 10.uaan A �"�n�� CAPACiIYREQUBtED'OORRE8P06�8TOAN EOP r 2.vr r ztar alas r I our r a r W U4• 4614' ACTUAL PRESSURE REQUIREMENT FORTHE t.W V Ivr I I ur 14W 1• t w t• r $.W alb OPENING,VVH0N R E LOWFRTHAN THE MULLION ar SWIIX 4028 MVX CAPACITY(FROM TFE TAKM OFTHE SELECTED 4 119a6a cr Eoro6� s>r 4MIX A WA ft true os79ie tso MULLION.IT WILL YIELD A MINIMUM ANCHOR A / ar ua ®a gala t WA NA CAPACITY WHICH MAY BE USEDTOQUALIFY s 766 aU470p 69et45 ADDTTXOIALANCHOROPT FROMTHE tOb some 4010 W E 1M 1a 177 M4 18E ME ANCHWCAPACITYTAKL 2AOe6me 1.16.606. 0r boom WA /some t9A 1011 WA 610b ��pIy� NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. - Oade timarlfII No E 1: FIGUREZ TAM r- • • • • 1)SEE SHEET 1 FOR WSTRUCTIONS ON USING THE TAKES AND SLEET 22 FOR INFORMATION ON LOADING. O ® • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS r 119 71119 a LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10ROPENINS WVIH81SALLOWABLE. Eon 3 41 ''.. s)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT LIONS.SEE SHEETS 18;20. 2.1 IV �• �� CENSF' '�. • • • E MULLION CLIPS oh ��UNUSED HOLES HOLES MAY oRLD w Z d '' ;• THE FEW FOLLOWING m O N SHEETS No. ANGLE CUP MUST IE USED W PAINS. 4)SUBSTRATES:OONCRETE SHALL CONFORM TO ACI 801 SPECMAT6ONIL HOLLOW AND GROUT-IlED i TE BLOCK UNIT[CidV)SHALL CONFORM TO AST86 C�D.N�ODBWLLI.BE PRESSURE-TRFJIT� � O { Oj 1� .•�81� FIGUR84: FIGt9RE8: FIGURE 8: YELLOt/Y80UTFERNP&EWITHANSOOF088 AWMBNVIYIBHALL 8088TBANDBEAMMIMUAI OF.12b' '•, OF THUCC.STEEL STUDS TO A MINOAUIM CHRADE SSAND.045 THX70(181OAU08}BTRUOTIIRAL$TEFL TO BE AT % �OMOp•;• \'�� • I(1' '�'�• O • LBA8T.11 5TF0CCANDA88.ALLAaINTOMETALBHALLEXTENDATLEABT88CiEWTH rX278•X.a6o•MIX1roN ��`•�'• �C9. 1i 1i 1 rr THE MATERIAL �OMA�-�,•`�` A.L;4 hI WA P.E. PL P.E.B E8711S i I TABLE 6A T VI A&cwhr H9 (w nwbm 4' QOb 4010 7011 0011 gain taro mob NOB bOb lF��s1 1"x8.12rx � � � 44atlN0 Toed ap L-ft Looft Ib6at8 14�g �0 �9 to110o9 L43d3�p Loft � Laft I-" :* 1111 1h fill, h 11 1 t a g 11 1 1111111 1 d if11111 i if 111 1 11 111 11 i Iii11u1 1 111 11 if I u 11 if 1111 11 410 170A 810 170.0 430 170.0 744 770.0 40 M01 1014 1740 m7 IAW m2 170.0 60 170.0 1110 770.0 411 I= 1210 mol am mo sm mol am 170.0 1700 MCI QI 1614 sm 110.0 I 621 4011 '170A 708 I MCI 474 1760 m0 VUI 884 IMO 092 940 880 1740 1180 17x0 m1 I= UN 17x0 07f V" %V 90.0 880 1677 W? 90.0 m0 1861 1877 19'0.0 880 110.2 1077 110A 0m amino 170A w 940 m9 940 8m 90.0 I am I 90.0 lo" 90.0 ON I= ttm VU1 781 II'MI Mm I= 7N 1110 1,104 90.0 780 441.7 44m 940 788 c".51 tom 1111A M 1066 $a 960 tm Nb 170.0 79f 170.0 on 1740 m6 1=1 6M 170.0 It% ax0 7N 90.0 /2M 90.0 m6 Nat 7401 I= 67I 140.6 14M 1760 066 12W 14M 90.0 OM 108.8 14M 170A 0.M 064 14M 1749 0.M mb 940 m0 90.0 7M I= N67 t70A 70• 1N.6 1168 170.0 878 188.7 1180 !to MD 12x4 1188 1468 017 ILIA 1188 1441 MO 01.8 1180 144A 009 70.8 1180 14" m7 04 1188 iN.6 908 4311 17x.0 490 90.0 744 IM 100 940 MD IV.* 100 IM 880 1t" 106 441.7 e46 108.8 4010 I= 030 969 1010 12U 800 740 100 1199 MO 060 106 1%0 810 80.9 140 110.0 M9 min 1849 min 90.0 700 1Ms0 980 101.9 ON t%1 m6 ISLY1 788 1012 IN CIA TM 926 Om 11RUS 704 MA 466 1044 767 OU Gds 90.8 749 m8 064 947 744 N.1 910 98.7 740 7gb 1246 ON 1819 M7 W.0 NO 111.0 on RA* 1M.1 470 00.6 min 91.9 M 71A OOS at.9 00 919 006 768 40 688 603 782 m2 469 m9 668 � 441 OW 047 O97 1611 1088'7M 1111 890 M.0 721 00.0 6M "I m6 860 721 766 6m 047 721 70.1 60 64A 711 mA 67'0 466 721 ,'M4 am 80.0 721 am ON alt 721 Oat MM 10'1.0 6N =A 0.99 612 ON $M w 70.4 676 461 0.N 70.4 Off 60.7 ON 414 min dad 8N " at at as at NI Eat 0.N 67.9 0.76 ! 6N 60.0 am q 9011 044 6N 07.0 4m a/6 M4 67.9 40 60.0 440 41.1 0.N 449 489 60.6 614 40.6 407 M.9 6N 879 491 VA 644 m 4M 98.6 M4 80A min 246 6N 99.0 4m 10; min 61.2 442 0.67 4N 462 462 0.0 990 440 000 869 4R 864 8N 90.1 462 980 MO at 408 80.9 878 986 449 960 006 144 462 20.2 m9 149 412 71.9 8m Ix 10b 96.1 967' 840 32 M.7 33F a87 977 244 312 989 987 081 800 91.1 3117 287 909 19.0. ON 966 990 t6A 31' 160 998 tab E67 %2 28 .110 867 10.0 267 �- 111b 80.1 Me 80.0 3M 98119 880 $61 3M 26,1 8g6 2L9 m6 261 1.02 1911 390 20.0 786 9A m0 ta0 981 %a 876 %6 970 17d MO 110 973 Mb 277 909 962 964 90.1 289 167 ffi0 946 986 0.0 =1 10.4 980 teE 20 %9 m9 449 24s 118 96 12A 940 9A 969 114 Sae Ox m9 10A 989 x ft TABLE 60 ANCHOR CAPACITT ADJUSTMENT FORMULA: Atrolror T6bb ( B.Ncmao. 12x1 Mdd (�IX`MBBL.IONCAP„,.. _ANCHORCAP.- Ar&a 810'tm*Ub4om 1 w41ootrmm+ &,Woo artstmnlu.oee wa6oUlma. W� &Wfto wE0 mood 62&od 9t20b/ LI TH�tN�iMgl1ATOOBTANTHE%16IC41Nt And42C9pPaft lmotam JbmOm6or gammon A�mm 8mo C"6m WOM Ea3m164) r 0.1/2 8tlC f & A 0.N' 0.874• CAPACJYREQUINED'CORRESPONDING TO AN t r Itw t- I-1w itw i_Iw 1•w r I Oa bde ACTUAL PARE pBOIJI1 04ENT FOR THE I 48e OPENING.WHEN IT N LOWER THAN THE MULLION ION 14,A3enas t a a2A VA fin. WA IS Iffi. CAPACITYTWILLYEWAME)d� ANCHOR 4 r 1 2br MOO 7mb 94r 1 WA 700 ms 280411 1 gr MULLION.IT WILL YEW BE USED TO NCIIOR EAMVM ado l N01 WA I9A WA CAPACITY Wl l MAYBE USED TO QUALIFY e tA01601► the 400 092mt t 17f 0s ms "aft IOU m ANCHORCAPNCFYT0PT10N8FRONlTHE 2 t70'1lha0.► tam. M6m. Nu m N8L WA 196 WA 4W1 NfA Me 498m6 ANCIORCAPACTYTABLE 77atr►� NOTE:FORT OFFSET CJP.USE TF{E SAME ANCF�4 PATTEM AVID ANCIOR VALUES AB THE ST as � E 1 2 TABLE NOTES • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON uBNG THE TABLES AND SHEET 22 FOR INFORMATION ON LOADNQ O O • A BEE SHEETS 2.4 FOR GENERAL DWALLATION METHODS. ttllun► 2)L.WM INTERPOLATION BETWEEN MULL LENGTHS ANGMOROPENNG WOTHS IB ALLOWABLE. 8.1 .%` T 8)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR BXACT DIMENSIONS.SEE SHEETS 1&80. ��y� 1ar'EN`se� No • • • • ALL MULLION CLIPS MAYBE FACTORY MACiNEDAND CONTAIN UNUSED HOLSL HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 11120. * H0 68708 ANGLE ClJP MUST BE USED N PAM 4)SUBSTRATES:CRETE SHALL,CONFORM TO AC 801 SPECIFICATIONS.HOLLOW AND f IT-FILLED }� FIGURE 4: FIGURE x FrouRE Ot SOUTHERN PDIE( 4 ANSOOtNOALI dNUM SWJ BEBIUM , _f .0'.` a (� lit THICK STEEEL..SUM TO BE A MN@RIM GRADE 33 AND.048'THICK(18 GAUQE}STRUCTURAL STEEL TO BE AT 1•X 8.tW X V MRALION �,�• ��O* O • LEMT.128'THM AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEM 3 SCREW THREADS BEYOND (I'V WALM) �•,� '�� C1c- ........... ?• ® • • THE MATERIAL A.L►7N7v IONAL "P.E FL PLEA M8706 TABLE GA p @� MBIOon C4 Tabb �'+ OpoftWIMPEW tmlffiore)1770P (b(�141 710) 4' 0.' am a0b 70b 6510 9010 1111110 120b Mob Wb vary o antawor I Tbl/810i1 ftedwadw 71407161010. Q 144x.129 � 146a1V �D 9 � Loft � L� �0 Loft � 6oWe � ►oa4n0 I4NO0 � 100aN0 10600 6� [ ' � isI s Isf 11 Is !I Is 11 1111-111 111 -11- 1 111 d 1111i11i 1 1111H1 H1 1 11 fitl 11101111111111111 1 4410 170.0 an 170.0 4M 1f5.0 N4 170.0 40 170.0 008 00.0 6m 730 992 170.0 570 170.0 1110 130 641 170.0 1010 170.0 m1 Ma Mm 00.0 641 "" 1185 o0.0 c" M1e /4m 170,0 641 45b 116.0 705 V" 671 o11A = 1700 684 11111 ON 170.0 680 170.0 1189 130 eat Mo 1970 Mo aA 100.8 1006 ma 000 150.9 an 170.2 M 111.7 no 170.0 600 917 150! rroo 000 a mm 1700 f4 170.0 Os o" a26 1710 691 00.0 101 1710 am 570.2 1106 o0.0 798 1011 1056 1M0 74 MoA 102! 0'0.0 766 1111 1?86 170.11 766 700.4 t4D6 170.0 Ids 676 1288 1M,11 Ida 6110 Ina 797 Ma a12 V" 066 010 wf 130 Hie 170.o M1 7644 tm11 170.0 am W..2 lae me w 120.2 7160 /MA 680 1000 7146 1M.o 061 a" 1108 130 m1 773 1166 110.0 an solo 17010 966 170.0 701 m6/ 1064 Mw 7W me 1042 MI 654 'm:l 10@ M67 616 711.2 10Q 18.8 !111 700.0 10{4 1004 701 564 1094 Jai 784 71.6 uM2 140.1 760 64.6 we 1411 760 6910 170,0 990 170,0 746 161.2 984 lam ste me 904 M4.4 700 118.2 902 181.0 764 au 954 M1A 766 110.7 844 114.2 766 MA M4 1014 746 "a 902 108.2 7M 617 904 1mA 7M Oslo 1710.4 W 130 780 tW.8 W M50 M11 H61 W me MO 1054 W IM 763 M 017 1017 7511 007 W =a 747 s60 W 7111 710 661 017 0" 711 -111.7 W "AP" 7210 1363 an M51 797 116.2 W 741.2 772 %0 aW 1060 7m 610 80 WA 000 760 615 W 6M W.8 60 W 076 mA !49 70.5 am 456 60 72A MW as 154 661 7660 1MA M4 uc7 1100 00.5 764 123 W 1156 704 910 010 72.2 9114 s0A 640 a" 764 744 670 W.s 764 80.2 an 451 164 Us an 61.8 700 an 8W 361 M4 am aae EVLa 8& "U 741 111.4 sM 050 724 94s 001 765 724 855 8m as 701 144 6m 60.4 7210 051 601 am 704 654 as "A 751 67.5 6M 864 704 643 667 054 701 556 L Mb SU M 71.6 469 340 548 60.1 474 447 8Q Ma 406 456 001 4.1 400 O50 615 423 462 34A 615 1165 449 410 60 349 498 2411 645 s51 490 21.7 by 50.7 490 gob W3 48 6" 447 416 43 467 4t9 4" 4M 459 412 34 476 366 40 51.5 48 348 400 247 40 a2A 308 250 4M 461 819 203 476 263 380 03 4M 9L9 810 t9eb '40.3 817 41.1 K1 056 an 740 4611 877 95.0 590 252 3" 246 5m =4 W 240 841 m.1 977 250 att Ma 371 100 ato 144 s71 nt 1N lo 57.1 W 3fA 823 50.0 W M.5 310 98.6 067 DA Ota 254 W 2M 8m 20.5 507 210 W "A as 20.1 OM 164 W 17.4 401 X st 1010 40.7 soe 260 4M 448 8m 251 474 41A am 21.7 470 as 300 112 sal 163 996 oA 2115 X iM b 17A 214 tt3 1N SABLEOB ANCHOR CAPAC1iYADJUST ENTFORe61A.A AleborCopuftT4bb0o) (DP-)X/ANOFfCRQAP.�„,,�QANCHORCAP.- -s as FlQed 68eLI MULLIONCAP..,,,.. 6rWEIM Ile aeon 61111'800 urasmo Milled MOW M28W1 AtdwCOPPeOBme Molmr 311Y6bou0A40m u4'8Oe198'a000 311s000146o0a1 tFr8S0i CMACIINFt#4MULATOOBTANTHE ANCHOR U0t4m Aoy�t I2l1aopl 8b6•(t46G Ba1ar(8N S4nir170 CAPAgTYRBQUIREO'CORRESPONDING TOM Ob001os r a Sus r r 2-w r 3.1.26' 7 0.40 0. ANAL PRESSURE REQUIREMEW FOR THE 1.979 I.W r Pff 1. t 1 r 1 415 note OPgNINO WHEN R IS LOWER THAN THE MULLION loomlorm =me ME 4M4 CAPACJTY(FR091 THE TABLE)OF THE SBLECCED 4A903es® W1 . roe M10b6 962106 WA 680104 680106 =us 119 610996 714006 MULIJON.tTWILLYIELDAMINIMUMANCHOR 9Atrotlmi�416"Mb0 0.Q rauaanMoo 70D tea M01 WA iambi me0 22o u CAPACITY WHICH MAY BE UM TO QUALIFY 4pacl1asW8'Idtacr9a4o4rmae 195 m5 lot 6rob6 680 laft- 086bt 064 9s 1 104 ADDRIONALANCHOROPTIOAINFRCONTME A1170 7820 291006 2544106 6116 Wbo Nu 1MOb6 7401 190 m1e 9Mb6 128015 tee11 ANCHORCAPACITYTABLE. im,a+Dl�avi�rtePlmmi Ano40w 0645616t0R.rU4Mb60us WA NIA 170► Rat Im1 WA 8>t 2.280114®4.2stalo.ca/ 9 800106 990 706105 47815 WA 20028 ft MOb6 Oba 440105 00• 106 40106 61105 -+ 1.Mv 4.2»0306 tts p.O.r 700166 PM NIA OG WA !8078 WA WA WA MJA W11 862 105 amB• 1 NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 7: FIGURE 2 FIGURE& FIGURE 4: FIGURE S: FIGURE B TABLE NOTES: �\711IIIJJrr • o o ° • o o • • o o • • • • • o • Ire 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE %SHEETS 2.4 FOR GENERAL INSTALLATION METHODS° ° ° • o o • • • • • 2)LINEAR NTERPMAT10N BETWEEN MULL LENGTHS ANV=OPENING WIDTHS IS ALLOWABLE. 4 *r No.t387O 3)MULLION AND MIAWN CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.WE SHEETS 1840.ALL FIGURE 6: FIGURE& FIGURE 7: M LLO N CLO3 SHClWYMACHIEED AND AN UNUSED HOLM HOLES MAY BE DRILLED IN THE FIELD 11 A ell . 2 • • • • -� ' • • • • 4)MM$rfPATE&Cd4CRETE SHALL CONFORM TO AC2 301 SPECIRCATKWL HMLOW AND OROUT•FILL® �'A '• Tti of 125 �i�.t��'•..FCOR7CP:''(7\ SOUTHERN PINE WITH AN CAL.0L ALUMINIUM SHALL B(140345�BE A STEEL ANGLE CLIP(FIGURES 11719)MUST USED N PAIRS AND A3&ALL AANCNORB INTO METAL SMALL EXTENDAT L 3 SCREW THREADS MOND THE MATERIAL r X 4•R.12WL A LYNN ml W P E FL P.E.N 587 11 I TABLE 7A Opeaft MnONtt T C' f1mmm&wr n�NLom w H&WOW mNb6•) 'A yy�C 006 606 Mn Mb fob lob 14ob xOb 177411,78 t-ft S44ft L6t07b Loft LSO L-ft Loft Loft t0s6sq L60ff Loo to L-f0 lA•Ilp Loft L494y to•lo 19 I I It 1, 1 11 11111 1 � 1 It 1 11 11 1 if 11f 11 if II 1f 11 f 11 1 11 11 if fl #f 11 # if I I If 1 US 170.0 0'm Im-0-01 476 470.0 744 1 70.0 410 MA 6M ,7ao 000 170.0 ttt 170-0 8to 1740 1,10 ttoo 071 m0 102 170.0 62, 170.0 sae vm NI 170.0 l7M Mo m 170-0 m 170.0 6M Mb 170.0 m iml 620 Mo 070 m0 047 170.0 m /704 no I= flM 170-0 m mo 1210 Mo 671 mo xtt m0 6M MOM 17oA 6M aw 10M Mo 000 101-0 sift tt9A m MCI 747 170-0 = MS M6 17" 671 ,70.0 1010 ma M4 170-0 11th Mo 775 170.0 an a" 747 a" 1404 v"I 706 170.0 17th 170.0 700 100.0 Mo Mo 708 1766 /M9 170.0 M6 / Im I 79 170.0 12 a" 070 ma M1 a" 1110 17" m Mo 190 Mo 007 m0 as 1160 077 m0 1071 1760 060 1661 7710 170-0-T- 107., 1700 170-0 m u" fm 7760 661 Mb 170.0 8M m0 701 170.0 ,006 170.0 79 IMA 1210 170-0 V8 Mo 107 770.0 9M m0 7691 I= 000 1666 MO 170.0 too 1766 1019 170.0 100.9 //1A 1Mf IM0 IM 07.2 t6/0 VUI I= 61b "" 070 17x0 746 /T" 1116 170.0 860 a" low 1760 OM 170.0 14M mo wo 186.7 "a m0 1078 $410 1aM 170-0 1122 1ttA 182 180.6 1,00 100.7 10a 1074 179 00.1 me t07A 1107 Mb 1760 074 170.0 70 170.0 110 1700 OM 170.0 1001 1TOA 1004 INA x72 17x0 10M 7416 1472 1666 1970 =A 1477 168-0 1/00 107.1 1472 SaA 1100 914 $62 WA 1104 M4 1417 14U 1104 T4b MA 10M 1760 am Mo 198 17"0 1001 =8 13101=2 1101 157.0 1610 149.9 10M 117.3 1640 19.8 10M 1066 1440 IMS IM 8.0 +MO 117.6 1021 76A 190 1174 1010 1104 as "1 - 1177 /720 007 14" 1186 160.4 1015 1462 1104 1609 001 1122 1104 14"7 076 00.7 1104 1160 904 NA IM 107.6 162 744 /104 074 OM 04.1 104. f51 09 1 1,N ON ILLL 761 100, 1191 1760 OR "" 1124 x7A m 11"0 1104 14-00 9a 966 lift 116-0 OM 026 1121 1066 M8 f50 1121 NA ON 02 1124 M.0 NO 8714 114 866 fM .91104 87a 676 � r 046 1M.1 044 111.8 707 061 814 044 7M 772 804 821 74 WA 6M M3 714 00.1 044 O66 A2 644 8M 614 OM 4" 944 042 076 SU 844 M.0 m MA QM 47.7 m f8b 821 742 M4 M9 742 742 77.2 062 MA 742 072 Nl 04.7 TO 074 6M 4" 747 061 1U 444 942 466 614 671 742 454 MO MA 7G 714 200 94 742 774 086 1076' 84A 6M 86.1 0!D 061 MB 616 621 417 8M -;"T 015 80., 086 41A OM 77.0 OM 07A 4M 514 OM 8tY 4f 40.1 406 464 4M 44A MO 26,6 472 10A OM 47 4M 1116 07A m 884 m 460 44A 606 429 407 X INS 466 110 464 178 SLA 476 560 478 526 476 521 440 416 476 20.0 4x 44 470 40.1 100 419 472 466 104 160 476 27.1 806 16A 470 107 f07 144 472 tta 871 X X x46 464 870 067 7M 94.0 SM 414 8M 169 570 /0.f 407 166 880 ttA 405 TABLE 78 ANCHOR CAPACITYADJUSTMENT 1 -01191107 Ttbi9(Ib•) ANCGIOR CAP..s,., .. wm )X�MLALI7NQAP.�..,�-ANCHOR CAP. f ArIAAW vw Ebb t VC1me J 6tfPtke Vwwmtbam 174 om mom ueasEbo&W 0m1 SW 88 Mo 010A1M1 810&" N20b• USE THIS FORMULA TO OBTAIN THE ANCHOR And7orCipPallHllf - w4m Agp6010• Wuemn AID 807 OR 6e467("8mw(m CAPACITY RE OUIREIr CORRESPONDING TOAN r 917 r 2- 8.112" r 247 r 2-ur r s oAS 0641' ACTUAL PRESSURE REQUIREMENT FOR THE tafr 1$fP 16p' Wp• r f4w h t +1w IT B LOWER TW W THE MULLRON N . E ® 141 b b CAPACITY WROM THE TAKEE)OFTHE SELECTED 4N•OOIS M4► I 700 .b mu x16 Mob NG b ly/l b BOOB WA 864 860b 117th MULLION.fTWUJ.YB3DAA 1taANptOR Rr6aa/ m 1100 - WA b WA WA 046► Wft 10Mb Wb CAPACRYWMHMAYBEUSEDTOQIIALIFY 4 as/(4)446 70th MOb mas MR 8Mb 706b b m tab now was b 1Q6ft ADDITIONN.ANCIROROPRONBFRCMTFE 6 a/ 4116M8t 1 1170 loft b 2864b MOB WIN 11 b 0404 10mb aerob mom ima 10Mb ANCH0RCVACITYTAMF- PRODUCTRBYIS6D 4MOM6 o.16wl.aalu477,ta1ave N9L WA WA wA WA ►041 WA WA WJA ,/atb aW�)�mePlatet a 41W O.a/ (1EG. MOB 8MRS 4MOM 705b 47860 470b NU1 810b Ob 14Ob 0 84b 140b 6M A4aept•teNo 1 ®L MSaa! 4Mb MIN WA N67 MR 310 WA 16A Ntt Jfw WA Mb 860b NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1- FIGURE 2: FIGURE 3: FllGt/FEE f,FIGURE 8 FIGURE tk TABLE NOTM 1t tt l 1 I t J/II • O O O • o O • • O O • •`�' O • • • I)SEBSNEETI FOR INSTRUCTIONS ON USING THE FOR GGENERAL INSTALLATION METHODS.ABLER AND 8HEET22 FOR INROIUiAAT1DN ON LOAD01Ii.SEE `�.��Xj.O o O O • O O O O • O O • •.. • • O • • • '� •.•* . 2)LINEAR INTERFOLATION BE'iYVEEl11 MULL LENGTHS ANDIOR OPENING WIDTFffi IB ALLOWABLE. % a - 3)M ALM AND MULLM CLWB SHOWN ARE NOT TO SCALE.FDR EXACT DA ONS.SEE SHEETS 18.22 ALL - FIGURE 6: FItGURE S:• • • FIGURE 7: MLA.IJON CLIPS MAY BE FACTORY MACHINED AND CONTA04 UNUSED HOLES.HOLES MAY BE DRIL ED IN THE FIELD w 0:'A �OF �� • • • • �4)8UB3iRATE8 CONCRB7E 8GALL CONFOFM TO Ap 08PECIFICAT7ON8 FWJ 07 MD GROUT- RD CONgiEB • • - ?�FCOMO K' 13LOCK UNIT COM SMALL CONFORM TO ASTM C410.WOOD SHALL BE PRESSURS-TREATED Yrsmowswmm FINE WtrHANSGOFOALAWMDMSHALLBEG88-BAND AMM M THNKSESTUDSTO ABBM 1ONA% •� ANGLE CLIP(FIGURES 888)a/UST BE ICED 04 PAIi6. O14ADE S8 AND 048'TGRI'JC(18 QAUGE¢STRUCTURAL STEEL TO BEAT LBA8T AV THX2(ANDASI ALLANCHORS INTO tifiTA18H4 N ORE6T AT LEAST S SCREW T111�EAO8 BEYOND THE EIIATERtAL 7.7C4"7CA7SiitJLLWN� A LYNN UIILLE�t,P E FL P.EO 887 TABLE BA rt912on ComoftTowmMM Nttd81 e11Ams)w (Orho nul& it so to 60b Mb 0 A sob 10013 190b 140b IN 6i ftomom 8.188"■ loft Le04ire 1mft La t10 Lm" Loo ft L-ft L01� Laaanp L0ret10 tomato LtI916 L900019 11016m Laft Lm6h0 141008 L/010q it �� fill, 1 111 11 fill, _ i1 11 1 11 111 h 1� 1 � 1 hI � fill, I _ 42b VUJ V= 110.0 186 7709 741 IMA = 170.0 600 170.0 I at 170.0 091 tt40 616 7740 11M MCI m 1740 1210 170.0 an 1700 I4M 1709 mt- 170.0 1796 110.0 at eta 1700 170.0 am 4813 170.0 706 170.0 621 110.0 MO 1740 601 1740 002 170.0 00 9101110 1740 601 7709 1276 "" 677 110.0 /M 1740 000 70{0 160 110.0 680 182.7 1610 7R0 6M 1161 1016 170.0 660 �y MA76b 1740 747 1709 666 1740 686 170.0 601 1740 100 170.0 m 1760 1106 1740 726 1709 016 mo 747 /M.0 /4m 770.0 706 1809 m 1709 m 1149 "a Ina 768 1614 "a 1740 766 61 b 1160 707 1740 012 170.0 066 1740 601 a" 113 170.0 761 vac 1976 170.0 as 1061 1878 1740 OF "0.6 1916 /T,0 as 1199 1816 170.0 at 1016 1976 170.0 661 01.7 100 1709 661 6013 Inc 606 Imo 707 1760 1069 170.0 707 1860 1166 170.0 870 109 1166 WA no 1216 Ila me 910 1119 Ila 00.0 012 927 Ila U/.6 906 70.4 106 140 A 906 MA 1168 I11A 906 Mb 1740 000 1740 716 1041 1061 1740 060 W.2 061 10.0 M9 120.1 tot 149.0 an 1067 toll ms ew 961 1067 ml, 990 60.1 1061 It" 629 M.6 061 Im 621 040 1067 161 MO Mb 1671 OR 1709 7M 780.8 00 019 M6 1,4 09 1360 IN /0M OF 1379 777 Me 967 1199 787 80.6 M MM 7M MA W.1=0 la 60.1 067 069 746 MS 007 960 740 74b 1M.7 04 1669 690 W.S. 601 109 m 9L9 MI 1019 671 60.4 06 91.4 660 119 601 $&I W NA ml M 60 as sm jus 60 40.0 Mr 660 670 402 OM tab 613 7801 10,4 724 111.4 00 19 789 989 IOU 762 724 onion 664 7'44 70,7 696 WA 792 170.31 660 6/J I 728 I 666 I NO 46,6 109 M6 m 967 799 667 as 949 742 664 661 LL mm 101.2 W 106.6 on Ot4 M6 666 6M 729 666 740 677 069 709 MO 682 6M 01.6 MO 2.0 006 80.1 I M8 422 606 660 60 962 608 61.4 667 w 6M 60.7 680 � 9010 669 616 609 467 61.9 615 a, 10 47.1 616 60.1 41 M9 60 44.7 184 MA 516 469 428 MA 616 874 412 9A 60 061 40 216 016 846 407 440 00 26.1 401 x Mb 668 409 669 404 460 469 471 M 060 138 419 801 969 468 1169 886 01 408 860 879 979 4M 864 974 476 468 96.6 980 10.4 468 1k8 900 ITS 469 20.9 1100 twin 86.1 960 80.0 879 819 066 US 80 279 00 28A 918 216 8M 914 MO 219 868 24.7 804 161 613 916 800 t6A 681 160 4M P va 11110 96.1 I we =A as 40.8 680 80.1 M1 411 NO 961 4W 210 980 219 M9 10.6 888 260 4M 9.0 8M Al 4M x 19013 10.8 1 00 12U 261 212 = 216 m 10.9 m 40.0 9M VA M.164 288 164 400 0A 40 t4 I"% I 1,1 I sot 139 TABLETS ANCHORCAPACITYADJUSTKENTt ILA: A T11ba(IW _wmb &&Am py _ 160111 (DP_)X0 }a ANCHORCAP.,,,. � A011ter71pee 6+ww o10nmm tw m ql x®00 vwmwuwa m 1rr®cotm mm Iwaa0ao&Www greaS°o 6f68tw Iftla M 01267011 tJBETtttBF�tARMTOOBTAINTFE APICHCR AadlorClP Pa9am6 tA91em to mo A00001br lk m tw 6wat m 801"am USE THIS U LA TO OBTAIN THE IA CHOR r alrr stir r alrl r ter avr r ° ACTUAL REQUIREMENT AN 6m006mtg1 /at4• rate tat4 9` 1• t. +-tn 1411 9•itP9' r t aoe0 WHBNR�LOWERTWWTHflWIULLpN A1mig0 am as M9 Leer s79m6 M R 6001131 �'��• 4 Lt Oaf $ 4M loom/ p4A t6A 9M Rm -WA 7119 LOA aq 6139n 1 160 CAPACITY MROM THE TABLE)OF THE SELECTED 4Am00N 9'004aQr ftv% #A 910 aggo iMOmO 1M6m0 -WW- 6M b Wft 9801100 109 60 120m0 MOI'I•IT WILL YIELDAMMLpRlMANCHOR tAe 9mu O a4r WLaCL1LLCVpmvrxwL WA WA WA 001 WA wh wh WA WA t4M m0 I CAPACITY WHICH MAYBE US®TO QUALM 1AmOm/ ft 19610 428 40m0 872m/ tMm6 740100 m m0 '.151 SM11tb0 MI 16910 210m0 4M m0 7NALANE1fOROPTIONS FROM THE 4 1.tr WL at7.l *A 100 m0 wA WA WA WA ba 420 00160 ANt2i0R CAPACTiY TAEE. PR owoy %VISBD NOTE FOR THE CUP.USE THE ANCHOR PATTERN ANDANCI 2 VALUES AS TFffi STANI]ARD d�. 04b1�1YE8 0e 1 C9t60 FIGURE 1: 2: TABLE NOTES: p p 1)SEE MEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.Std SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.11 f 1 t 117 r r r 9 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDOR OPENING WIDTHS tS ALLOWABLE 8)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,am 3.186' SHEETS 18-21L ALL MULLION CLIPS MAY BE FACTORY MACHNSDAND CONTAIN UNUSED HOLES. ANGLE CLIP BE D HOLES MAYBE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHDAIN ON SHEETS 1820 Ile r IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI807 SPBCI IQATOM HOLLOW AND a FIGU E 4: FXRM 6: PIGURS E GROUT-FLLLED CONt2tETE BLOCK tANIT(CMU)SHALL TO nBTM Cwt WOOD 6HALL ''O': It w BE PRE 88URETRBATEOYELL�V80UTF�NiPWEWITFIANBGOFQ88ALUlY71NUMSIiALLBE r� p 6064T8 AND BE A MINIMUM OP.121r THICK.STEEL STUDS TO BE AMDMIM GRADE 88 AND F ST V-o AWT HICK(18QAUGP).STRUCTUR/LLSTEMTOBEATLBASTAWTFICNANDA3&ALI Ipi� �a'ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRVADS BEYOND THE MATERIAL. V-V'r VF MULUCM , S A LYM�1'L R,PJL FL P.E.M a TABLE Lan Noun Comft T 01101111111 nmQOto)or At dow mWlolr) win sob mb 0.b I sofa lob gab tob tab 0! 0! Z1t4ttR6 Ios6o0 IosOeN Io9.00 lam• Loam 0 Uaft taaas4 Ioad10 uafto looft Looft Wa•tp toa•4o Loft losal9 tooft ►off �I!■td AkmTvW I I� 1 111 11 1. 1 111 11 111 1 It 111 11 fill, fill, 111 h 11 1, 12 h 1111 11 11 if 111 111 1111 11if i 1I1111 I' u1 111 111 111 11 1 i 111111f� 1 if 1 ; ram Im sm 9741 r0. 17ao 7M w"I Its a" see 9790 sae Ina aoa Irmal 612 Mal 1t" Mal m I= mI Imma I 641 9790 NSS ,0.o ow ties tan 6"- tan toss ow m eta me 796 970.0 60./Imo M 17" at 17U in fl0A 080 it00 Ina a" am 1feA 1976 t70A 6» 170.0 1497 =0 0.o Intl 9700 as 1790 Ia3 tao so tae am IOA No amt. tao 747 tae ae6 ilmo as 970.0 an ta0 low 170.0 I 0.4 I/0.0 1106 1790 lad au Wo tae 70 170.0 101 ta0 788 /0.o 17Ba 70.0 766 fl0.0 a0I Inal tee 9790 Pa91 tae IS 44m was 7W 170.0 6'R 170.0 M tan at 170.0 Ills Tae 761 170.0 I76 170A 0.e a" 104 170.0 OW 9710 as 170.0 906 170.0 me 170A an 170.0 ands I= a61 Im 2M 1790 an am 170.0 M tae 701 Me "aa a" m 1740 Iq tfa6 ens tae "a 17" so lao tat 1XW 0.b I= 971 970.0 m 170.0 stab a" I0. 190.0 209 170.0 Iaa 100A aao IOA me ass 970.0 aso 170.0 716 170.0 1110 1790 940 170.0 an 170.0 o0. 970.0 N0. ran 1016 170.0 I= 170.0 1010 1710 /60. 9710 1104 flan Ml 17U Its 10.7 299 Me 191 N0.s Me MO 11n Win 170.0 $74 170.0 789 Tao 1181 170A 009 170.0 1304 1760 1009 9710 169 1740 tm 170.0 788 970.0 Its Ina Io 970.0 1210 17QA 2335 MA We VU 2187 MA 1280 W29 2W 9o.O 1286 72b me 1803 ttao us 190 tmb 1740 Ia 9702 W0. 1702 1126 Ina I 9700 WA Its too mW 9702 tam x0.0 j$L4 W Nas m 170.0 Nm 1912 9104 970.0 tea /R9 91M 970.0 1680 70b MG 1122 970.0 0.7 970.0 130 tao I . I= 1WO Tno I0. 1702 1701 tae 130 mat I0. 1710 1441 Nos teo6 =9 IM MA tee 1041 /o0. tea0_M.219. ton WI mss 76b flag it" 190 007 190 ism 190 1170 10.0 1181 1790 me 1790 100 MA 139 19.7 UN 170.0 104 WA 1400 1NA ion $0.3 lob sat tam 1892 109 940 tam /WA blot r• som 170.0 tae 1790 1tM 1441 W9e 1640 II the I.= W40 119 1112 an tat$ /979 am am 1199 I= a" /447 712 an o" I 1896 327 "a sA Waa 749 tae 96b 102 /0.B IL6 1098 122.0 1229 tWA tWa te4a 129 117.9 1201 20 see 1044 e1A In ONA I40 747 WW WA Its 722 1229 019 Wt 441 Its SLI 0.W toss 1082 =0 an sae WI 0..0 ea 74.0 9n 79.9 sw 61.7 971 044 0.W WA W7 61A 823 mA 616 461 WI 49.0 9n 410 M 924 W7 40.0 744 111b 044 019 WA 70.6 s4t1 812 618 O41 919 7aB 908 0..0 get 0..n 9W 0R 709 47.7 774 Oat 019 MA 0W 412 n2 2A M W1 782 X 1204 740 760 740 M a.• 796 eLe 709 040 788 MA 40 02 700 494 as 4U 70. 4U W7 97.7 as mA 70. 3l9 766 31.0 Ott 21.6 70. 0..t 691 .17 Nib 447 sts M2 0.4 362 SO W.0 408 O12 se m.s 4st WA s4e 232 40. 012 616 2b.6 00 ns 474 149 016 tab 60 117.214651 147 W 146 40 X GABLE 98 Q lV 3 AndlwC9pa rT9bN ) ANCHORCAPACI TADJUSTMENTFORMULA, P�4 L! /ANCFIOR CAP o seas 97966/!91 (DP••)X\MtAt10PI CAP_ -ANCHOR CAP_ AadWyWc rwaotmamm iffomubms awmw 3HP(6001m1Ma tl4'0oeU2eo0e Was mmswNo 1lPt40- H00" 6I8ed must L THMPORMIMTOl�TA6NTHEANCHOR And•7CIpP60ea• umma, AaSUM U7A••t ABOSOdv l7•aaM SMN(o61 Se Q3N CAPACITY UtPE7 CORRESPONDING r 2 P low 107 r star IJ 4'U2 V r a oAa' ACTUAL PRESSURE ANT FOR THE t a 1• b 1 uv 1 tJP e°b OPEENDW.WHEN IT 18 LOWER T14AN THE MULLION a f tar CAPACITY(FROM THE TASLE)OF THE SELECTED MOM 40mt 718 ms Was 8aD WA t MULLION.RWLLLY{ELDAMWD1gUNANCFOR ew6N11w! treola / ft IP ae6mt lam. 189 Im Nat 706 WA b NIA NM 978 ma tOmem6 CAPACRYWHICHMAYBHUBEDTOQUALIFY 1 ports QtL/ 296 Ram eaow 16Bob 1 o tba WA 70. 10 Wft am miD 1 us 6AtpA•a@S'164CC./ 206 t97oa. lflomt tmeme 23oms imllmo some Nal 1 IDs tollG 132004 Mobs aims■ 1990180 isoft ADDLTONALANCHOR OPTIONS FROM THE 8A10h• 1 O.CIUCMb*WAtORQP@. Ne► NIA WA Nei WA NIA WA WA WA WA ANCHORCAPACITYTABLE. REVISED W LUL I fats A1maft WA WA 1 sm pm WA NU 0% WA WA N0l WA WA WA 0.8tomp1slsyat6aQaPlo1{sll 2M*AM®2A8'e11l O.C./ smos 970019 3Wms 719 mt Hams NIA 900189 31005 NIA 440 N8► S78ms 470189 880166 / Aw" 1.71" OR.I 88014 30 7wmt owma moms 20.0 WA 13 e• 440ft 11=00 1 325ft 1 COMB 50200 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE I FIGURE& PIGUM 4: ♦ e e o • 00 0 • s 0 0. 0 0 0 • TABLE NOTES: Z (llllt7 0 00 0 o 00 o o e o o • e e • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR �V LYNN�/ ,�� •o ♦ o e e o ♦ e e • • e o • GENERAL INSTALLATION METHODS. .j. FIGURES: FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS A NDIOROPENING WIDTHS M ALLOWABLE • • • • 4.007 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 1S—=ALE.MILLION CLIPS MAY �*: �� • • BE FACTORY B 1 AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FELD FOLLOWING DBA�DINNB SHOWN ON Q FIGU E r FIGURE& FIGURES: FRI URE I& (1 3 II ;_� 0.J 8UB8TRATEB CON�ETE SHAD CONFORM TO ACI0.o/8PECU=1CAT1�1$.HOLLOwAItlp ORDUrfLLLED coNCRETE eI oclt IU1IT o e e e o • LEE ( S U4 (CMU)SHALL CONFORM TO ASTM C.10.WOOD SHALL BE PRESSURE-TREATED YELLOW�JTHERN PINE WITH AN 86 OF 0.68 o a•UM�UW SHALL SE NBS-TSAND BE A&QNMN OP.I2r THICK STEEL STUDS TO BE A MINIMUM( 33 AND AW TMpC(18 rx c X.29 wxLiON i,SS/pNA� `�IN PAM STRUCTURAL•STEEL TO SE AT LEAST AW THICK AND Ate.ALL ANCI ORS INTO METAL.SHALL EXTENDAT LEASTS SCREW t�'o e ♦ THOiEA08 BEYOND THE MATERUAL A LTIWI�ILL�,PU3. FL P.E.B BWOB TABLE 10A apoft�nhg IYpl�n Table ��@ tt Wbfh(owwr Wft mu®oro)or (f9► nT8lttro) solo ebb 7413 sob xb imb tsoh sob 18001 2x8xJI5 toaflm to•fro L46a98 (5421121 towbo L•0f10 to" tof9ro Lafig tam19 Looft ►afro Weft Lo*tlro I-" 18.65 to0fu9 ► �n 1111, fill, I h 111 1 11 1 11 it 1 111 h 1 11 1 11 .mw Mo Sao a" AS I= 744 /AA ae Mo am MC am Ma on Mo M9 Mo Ilse Mo om tiro Ise MR 6m Mo sw I= am Ifto ax tine eat MO toga MO ab 4510 Inc 708 170.0 t®4 170.0 BM IAA m4 "" 002 lino <7M 170.0 Ilse 170.0 eat Inc 1476 170.0 w an0 14/7 MO mO Mo 1706 Mo Oa0 1Ro "a1 1760 so 1760 = 170.0 see SUMM 540 747 170.0 = 170.0 = a0A ON x O ION 1740 Mt 170.0 1198 1740 728 170.0 140 MO 747 1760 104 170.0 7OO a" aM MO 750 MO 2082 Inc Tab anti 21M a" Me 6410 Mo 707 1760 M2 MO 921 170.0 VOI Mo 110 170.0 7M Mo 1716 Mo as Inc "" Mo 897 Mo 1x4 IAA as Mo 1010 Mo O 4751 MOO a81 1R0 = Mo Bm WO Mo M Ma Mt 170.0 1008 IAA 7W Mo 1210 1760 aM Mo "17 Mow Mo ISM MO O08 a" 1711 Mo Lori 1760 21VO IRO 1089 Inc Mo 770.0 tom me 2185 Mo 1215 mb cello ox aw 745 170.0 110 170.0 600 1740 1x2 aM 910 170.0 use 1740 1016 Mo LM Mo 1010 me "a Mo 1142 Mo = 1760 1ft a" M 1760 1177 a6o 7575 tRO 1171 g Min MO %4 MC 780 7740 1180 MO sps MO 16M 170.0 = 1760 10O 170.0 1050 170.0 asa Mo taa Mo W0 170.0 010 170.0 = MO 7275 Inc = MO 1408 MO s1a 170A 17Oe �• y�lE1 77b IAA "a 170.0 W8 Mo on Mo ION 1740 ses Mo I= a" I= Inc Ins MO on 560 Mo 170.0 Mo Me "a Mo no Mo I= 170.0 70M MO UN MO 8400 I= 1190 7101 1740 1122 MO 9A 1740 is0 ado IOM 170.0 1sn Mo 1100 170.0 17M MO "22 1740 4010 MO UN MO 420 1740 1606 1740 2692 MO sego 1740 5"o a" am Mo saw MO 500 n10 Inc 1181 MO 930 170.0 "81 11110 "Is Mo 181 Mo 100 Mo "42 MO "VO 1740 1078 1740 1474 MO no troll Imo am 24M MO 1700 IRO 9728 1740 577 1760 6055 t7oA 1705 r• min 540 ISO Mo 11" 170.0 I6M Mo 19VO IAA tsse Mo t4O5 a" M Mo an 170.0 2x1 Mo 598 170.0 am me tote 170.0 Mm IRO 2125 16611 sits 170,0 2210 1s" Ma Inc ?951 8810 1740 "17 Mo 1282 Mo 1150 1760 "M tR0 I= 170.0 I@2 Inc rmi MO 594 Imo no Mo "a a" 7895 1700 9Ma I= Vag me an 187.1 VIVO Ina 200 1240 5100 180.1 20O 1Mb Mo IM4 Me 109 Inc 1019 Mo tea Me 22N a" Ist /R0 4EM 1740 2078 ISIS 77M 17 O an "11,5 20.1 tM.9 205 "La 21M '1464 MMM "8A 77M 58.9 211 92.7 40.1 1160 sex 11110 tA.O Mx IAA 1404 IRO ION 170.0 1700 1740 4210 170.0 1092 IAA 7821 redo 2140 tM.e 7BI9 seta 2(15 "0.0 2M7 1464 2218 taA n V6t sex ore 26ffi 114/ 2215 864 � tOaA 7oVO Ix 120h a" 1771 MB "x MO MO IAA tax 164.4 = 10.0 Apt 1x.1 'Jffi 141.4 =4 120.1 7187 171,7 1836 1061 220 1161 'Nt6 -- /!� OB.S "72 77.2 � 860 1086 67A 7265 8LA 1021 '"Tf4" 14h '118.7 18a4 1765 140 104A 16M 1041 106 00.4 16M OfA 1401 762 1214 80.7 ISM VOA 1661 77A 1071 Cdb IOM M•7 18x VO.t 16M 660 1990 K7 16•" 442 lose 641 1214 414 P08 Q, N Q 1013 Attolloi TaW ANCHOR CAPACITY ADJUSTMENT FORNMI A: 2i alk000mw ANCFKIRCAP,,,v, V.600a•. Holow taw Pae*Ob61 MaW �)X�MIA.LIONCJW...�,�'AaKKRi0AG1P.® AroOm swMatoolow 1rP198o1Mmm ans•awouuaean 1 glwtfto trre6tate ahs 8bo ur Mal /me" 9mea• USETFIBWltMULATOOBTAINTFB%WOFIOR An*W CaP Paaa= tRu08e A 110621.1 Air 821 (M ewer $W PQ LAW'" r a4r r yr r %Vr r a- r 3-Iff OW CAPACRYRIMIRED'COR ONOINGTOAN e tan• tan' t aurt t w� w 1914- tr t + ACTUIW PRESSURE REOU6�biEJT FOR THE 4 t al 6• 6>< rm OPENING,WMEN R E LOWER 7MAN THiE M(LION 4 4 r 780 rao e• 1721 m► a M6 a. n• 1 tM 1"t m. 2184 w 669 a" CAPACITY(FROM THE TABLE)OF 718:S@LHOTED eAAOhoa .ar t 214 wto a "on* 67A Ih0 WA 708010 MULLION.ITWi.LYMLDAMINt"ANCHOR 4 Otla / b@AOp1 0.0 7x 100 1000 X66 810 O* 700019 M BOOnO 100 00100 I CAPACITYWHIOHMWYBEUB®TOl>vALlplf 5Aae1m* d 06aoar 2riAOf* ims-0 WOO I* axaw 3=20 97VO6*I "906• t120o10 67A Ivaii IMP* ANN 115416• tm6aa r14om. AWITIONALANCHOROPTION8Ri0biT#fE m r 7,alA10 f7m. tax ar 0.s IW1 10704. 1461 tax A sol 6* 2170 ax ANCHOR CAPACITY TABLE. PRODUCT 4AaaM, & O.Q! a4oIu-Am. x91 8011 A OVA wA NP, A wA rr6► WA MA t482aw aAmtm• n OWtQRr 21r6'AbaO`� wA OYA OVA WA WA IalL 0.0 f0A I0A a• 1.2.000-••1 B NO 4Ar ear .30000 421 MOM 18926* 90 210 VMa• 030 4x5 I on 100au MONO mo#a 1140.08 /� 4NAM I,7r WL O.¢t 100 96 WA 0081! 1M al* 11 Ltuuur+h FXNUREI: FISUREZ FxPJRB FtM=4t FISIM& Fx1UAE9:FIOUREta FIQ=I1: TAM NOM, 0 o e o o e e o 0 0 o e • e e • •e •• 0 0 0 • e o 1)SIE SHEET 1 FOR INSTR LICTIONE ON USING THE TABLE$AND SHEET 22 FOR INPDRMATION ON `�a�:'AGE F :4 LOADING.SEE OEM 2.4 FOR GENERAL INSTALLATION METHODS. SA)w Q'•' 0 o s O o e o s o e e o • e o • o• •• e •e • e o 2)LIAR INTERPOLATION BETWEEN MALL LENGTHS ANO%DR OPENING WIDTHS 13 ALLOWABLE =*' No•SBTOB 9)W H I AM MAIM CLIPS SH OWN AIE MOTTO SCALE.FOR W=DUMIONIL SEE MGM ISM o e • e o o • o o • o o • •e •• • e o • e o ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED - d FISUpEac 7=RHURE� FTf1URE T. IN THE FIELD FOLLOWING DBGM(�N88NOWN ON SHEETS IM - 1� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACL 901 SPECIFICATIONS.NOLLOW AND GROUT-FILLED ��' . • • • . . . . � CONCRETE BLOCK UNIT'(a M SHALL.CONFORM TO ASTM C40.WOOD SHALL BE PRESSURE-TREATED ;� YELLOW80UTHM POE WITH AN8GOF0.88.ALULV MSHALLBE8088•78ANDBEAM1001UM CF.12a' •,�` ��, G' • • • • • • • • gE THICK STEEL STUDS AT LEAST.12V THICK�AND A98 NFL ANCHORS INTO METAL SHALL EXi�AT STRUCTURALSTEEL TO 8Lj?A� SCREW ss1ONA% �,,• • • • • • • • • I IN THREADS BEYOND THE MATERIAL. r x � A.LYMV P E. PAM TABLE 11A BOOM 08]M*Tabb MUM opew�mft{NW91(1at mutomwomfug (f0 d6iBO116 �� Nb as In TOb OOb- 90b 11011 0010 VA in "oh Toommo. 11 ftmmw 1.20'x 211' �9 (44M0 Leaft 7 Loaft x4oltfpm Loaft &-ft L444910 L44610 La4011b t06060 t-ft to4680 LOO/8B L-ft Loft G xTeb6Yx0 fill, fill, I h h [a1 11 1 f 1111 1 1 a1 111 IF h I 1 111 h1 42h t"21 626 /WA M 120.2 628 1140 40 10LO ,620 1 =9 414 Y0./ 6M WO Mi OLI 678 7811 tit 721 626 7761 sit 80.1 61! 7861 Mt a" an 1811 411 441 am 061 4" 4ab OU 406 7660 676 60.6 406 9L7 m 640 407 60.1 8M 664 408 6U 3 408 R1 816 466 47 768 SU 40.R 707 766 614 616 408 7" 8U 80.2 100 748 616 60.648h 82.8 067 MA 707 666 862 728 2Y1 648 882 719 m 515 862 879 266 407 862 aU 261 419 062 87.6 988 8435 8M0 OU M 944 662 BOA 488 467 662 646 268 . M b WA 010 74.1 40 68A 81R Q62 261 446 80 WX 266 42.4 80 646 287 87.7 816 W.6 260 M 30 42.6 20 48.8 81! 441 OM SU 616 441 616 919 NO 49.1 2M 60b 49.6 2N6 68.1 2W 4t2 � 447 214 848 08 147 90 MA 988 879 2W 47A M 8W 201 417 966 W 400 20A 288 822 901 77.7 M 822 401 16.8 06 649 201 6810 42.7 424 40.8 Y00 866 481 89.1 190 80.6 284 M.7 02 247 MI MA 10 28.7 2M 244 10 9U 484 440 168 17.0 281 2LO /R8 148 484 246 160 "A 484 446 1N8 66b 679 20 WA 168 MA 218 847 17Y 246 80 446 176 282 4M V.0 173 20.6 2M 26.1 in 146 218 447 M9 146 216 222 07 W 2M 420 166 M 9M '19.0 186 d 74b 28.6 t70 80.1 168 946 178 AS 182 20.4 'p0 ma iM t7A iTY 243 tq 149 17Y 147 w Z 7810 61.8 161 464 110 90.0 iM MA 187 17A 761 140 766 '169 161 ifA 180 760 426 169 446 93 10.6 162 1YA IN 0.1 162 17A m 1 A1roho7Ca T6hN ANC CTtQAPACTTYADJUSTMH2TlKI1LAt � X Wtxa4 Fnwcru 6har (�o)X\MULLIONOaP.■....)°ANCHORCAP... Audo 821 wwuftm twftoubnm 87IT 610e MM'00ooh.00 v1.m"uhmoO t!M•866bo ND'6fw 1M 866tae HO6W1 019N7M 6084M 43 Amh07CIPPaf060M Iftm Appntft ULWM A l 806»(6 Scaw SOww068 LEETIILBFOdGAULATOOBTANTHE`MK2 R 1 r 2-W P 2-VT a.Vr a16r r a a•t7M• r' 0.48• 0.62 CAPACITY REQUIRH7•C NDNGTOAN X 1h404mbe16 7322 ta>w• tarn a tv4• i.lAr 1-vr 1+Ir1' tvs' Mw r' i sw p,a6eee ACTUAL.PRESSURE REQUIREIYENTPORTHE 4 a 181 4aw t OPENNG.WHEN R IB LOWBtTHMI THE MIULUON .- CAPACITY(PROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MNIMUM ANCHOR �. CAPACITY WHICH MAY BE USED TO QUALIFY AppnX NAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. TAMA ROAM 1)SEE SLEET 1 FOR INSTRUCTIONS ON LIONS THE TABLES AND SHEET 222 FOR I NFO1WTION ON LOADING. SEE SHEETS 2.4 FOR GENERAL 04RALLATKIN METHOD. r1�'`1 new m61.m Ftmtd6 FKKM 1: 2)LLNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOi OPENING WIDTHS E ALLOWASLE StdL�B 6 ALL MULLION CLIPS MAYBE FACTORYMACIHNEDAND001VAIN UNLiSED HOLES HOLES MAY BE {N 2118' TLE PELD FOLLOWING D�SFSdWN ON SHEETS 16,x. 1 t 11 I! ANGLE CLI+MUST BE USED N PAM 4)SUBS7'RATES:CONCRETE SHALL CONFORM TO ACI X1 SPECffICATION8.HOLLOW AND GROUT4UED CONL2tETE SL015L IANR(CMLT)SHALL CDNFOR6N TO ASTM C60 WOOD SHALL BE PRTRFATED r YELL�IYSOUTFI�RN OOTM'=/WSOOF0. MTO MDWMSHALLBEGBS•TOANDMAMBO"OF.12• 1 OF '• THK2i.STEEL.S'RIDSTOSEAMINIMUMGRADE 33ANDA WTHIM(18GAUGnSTRUCTURALSTEELTOWE AT 1S0'X271•X.1l187/11t1t0N :k LEM.128•THIM AND A88.ALL ANCHORS NTO METAL SHAM E)nENDAT LEAST 3WREWTHREADSBEYOND (NTESIMFNYULU N) � k; Na88Tas THE MATERIAL. _ r .O ..............C9 ALYIV�4w� 7c,PAL FL P.E.688708 TABLE 12A BN1IDD4 Tabb �,�� !I Opettbl6WiMg1(for11m0oeD amYn06dkm)or (br MOM) d boa oft lob I Mm ooa 100.3 took lob loom 111e1•a6r 700114m iqf aem.wos 3.x'30 14aatro LadYls 18emq L4tdtn0 L114(14 L"ft Laa0n0 tO&V 1aaN10 6aa[9i Lw" La4.1tl Umft l'-ft 1a4eelp 1.34.80 Loft Lee" SAYMULL. fill, fill, I I fill, I I� I I� I I 1. 11 1 1 � 111 1 111 111 1 1a 1 11 1 11111 0 47m tm0 620 170.0 430 1m0 744 170.0 46 1710 e0 17017 00 tm0 M7 I= 6w 11" 1116 174o 671 I= t2M I= an t7a0 4106 imo alt tmo I70 170.0 m 140,1 17M 1740 m 46b /70.0 708 17.30 ®1 /70.0 660 1710 861 1740 767 imo 670 tmo 1169 1740 661 imo 1776 Imo an im "a 1740 = IU2 1677 lm0 OM 180.6 ta67 17017 e0o 1142 1621 1110 eeo 8o60k I= 747 1716 668 17" eM 1740 681 Imo 100 VUI 604 oleo 1106 1m0 779 Imo 180 MCI 747 110"11`66 iMQI 766 1840 1 144 =01 No 117.3 140 0101 766 19217 910 1710 766 W e4a /76.0 7S7 1710 so 17017 Me 11017 eot 17017 tom tmo I 7N 170.0 1276 Imo eN tea4 tN9 Mal 697 ts4.3 i8N 17010 eke i26s t8N 17.30 eat 1031 teN MCI eel 9012 te0 tmo eN 0m 17017 80 1740 701 tmo m im0 707 tWA 170 Mal we 1-al mo Imo 944 1140 am ""I 680 1116 1110 1621 024 e7A we umil 010 N6 1216 14.1 019 m1 170 1141 ote Nm Imo o90 lm0 746 1m0 1116 oleo 00 1842 1180 18917 N9 161.4 1180 16170 914 1m6 Ito 141.0 008 mat 1180 1642 806 mA 110 11177 oil 741 110 I= M eM7 1160 1142 ego B8m 170.0 WI 1710 760 /8017 100 mat 001 180.6 100 1468 601 1146 100 138,114110 m1.6 1006 1044 890 0117 100 1110 NO 762 100 10917 671 668 100 188.1 Om 67.1 100 1062 60 min 140.8 880 147:0 704 117A 00 1140 70 1049 8M 4148 784 a" 00 1040 717 78.0 m M.6 710 704 800 NR 708 867 6M 741 Goo 846 M m6 No 460 080 7M 00 796 1117-7M 1141 8M Me Tm 1044 078 as 700 N.9 we 748 780 017 882 04 700 710 60 MD 700 ".7 00 440 700 at 601 MA 700 821 619 97.4 7M NA 817 r 78m mu 7M 11145 M 7717 7M at 044 71.1 7M 017 632 841 70 77.1 601 61A in as 612 017 7M 63T Ooh 40.2 7M WA N4 80.6 70 80.2 we ate 760 bah a0 t ooa 711 N9 744 Sam O41 aN as 491 61A ON 66e 409 441 08 441 476 4MI N9 464 4N MI eN 40.1 467 aa0 6N 662 467 MS 60 998 446 220 aN Sts 4M Sea 60.4 406 01.1 44 446 40 a" 496 I" 40 466 407 let 4m Sao 428 880 4N at 416 147 40 O92 108 2L6 40 tai Mo 2117 45 246 804 tee 40 MO 00 � p RIMIAM4 891 428 8N 866 am M9 90 206 NI 861 30 Ml N1 2717 07 182 801 24A 341 MO 901 US 610 17.4. 991 167 621 1" 891 17.8 80 7L�j 879 N.2 870 620 am 830 990 0.5 No MG 8ffi' 260 570 2817 820 11.1 870 2217 810 112 O7D 20.1 812 /e0 970 mI 6N ,. 817 all 2N 768 817 940 2M 2L7 120 17.E 2N AttoAL+rCe T6bM ANCHORCAPACRY TM66TTFORMULAt sobdwA 7etA2mnRe 8Akam � ) WNW= Fmcm "Vmw mom mp)X, ,•AKHORCAP- A=?W rA a: mfr tam WAM= Iw Elm umem1 arts•Sae vw amo Wama 1vw moe om6am Ur 88 0m&W Elea IN 86 Hm "m®a M Stmt et2 stw USE THIS FORMULATO OBTAIN THE ANCHOR AWwCApPatteme WL°00o 14 t AOOr� amm7(GM smw sew(" CAPA(3TYREQUIREWCO NOTOAN ttr P a P 2-Nr r I a 3-tv r &4r 01724• ACTUAL PRESSURE REQUIREMENT FOR THE 0mretaent 14mr 4614' r t YP t ur w 1.1gr 1 Ne6 osee ppE me+ WHEN R M LOWER THAN THB Muum IN 1 Aft0A1(2)240 100b MI. 700b I no 2G0 80 680b 11Mb W6b O0b 29Nb N2 84010E MULLION.IT WILL YIELD AMR&=ANCHOR 6A6oAg9@271'.. O.Q/ 2d3 tiZp_ SAM Ibe ZZB/b i(p1 a" 111690.3, A 13206gr b b b CAPACITY WHICH MAY 06 USED 70QUALIFY ADOTTIONAL ANCHOR CPT60NS FROM THE � FIGURE 1: AA�RCAPAC17YTABLE. OM=R e10thegf0� TABLE NOTES: C� • 1)SEE SHEET 1 FOR NBTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR NFORNATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION Ate. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LEA=nG ANDIOR OPENING WIDTHS 0 ALLOWABLE. //111111/grg 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR BXACT D@AENSIOAM,SEE SHEETS 1M i • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN L MIMED HOLES.HOLES MAY BE OMAW IN � 1 :' WGENSLc';� 1 THE FIELD FOLLOWING DtlNEN8t0AIS SIKNAtN WG BHEET818,7.11. •..*i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION.HOLLOW AND CGAOUI-FILLED _=* Na 68TO8 PIGURB& CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM C-S%WOOD SHALL BE Pte-TREATED = - • • • • YELLOW 80UTHERPi PINE WITH MI 80 OF 086 ALUMINUM$HALL 13B OMS-75 AND BE A MNOAL M 0+.12r A : THICK STBBL 8TUD8 TO BE A AIINOMLIM GRADE 33 MID 048'THICK(18(GAtIGIE}STf81CRUiAt STEEL TO BE AT ! •fl LEAST.128'THI(U(AND 1738 ALL ANCHDF:B INTO METAL SHALL EXTEND AT LEA873 SCREW THREADS BEYOND �Y 14AJJD l �CORIOP. (��.I • • THE MATERIAL �iD ANCGIE CLIP(PIWRES 1.9)MUST let USED IN PAIRS. �ss/ON�A�1�,;.,��• A.LYNN MI111ER,P.E. PL P.E.#687115 I TABLE 13A y► n TtWio �� ,Nfm(fw MWAN- V&ffr IIOIYO®M) qq a Mb 6014 Mb Mb sob /Mb lob 14010 1Mb (� _ 1919110a1B• 1tif0701p. ROOW9M Q41661010Y 7n6rMof2. Rn DMAL te6•n0 tn0i6 umft 100910 � lee•• � LOa•ty ulft � weft � W� V 0 tndq 8x SAYMULL 420 170.0 079 MO 46 =0 740 170.0 06 flUl 666 Y70A 6M I M 942 460 610 170.0 1110 MCI 671 170.0 12a 170.0 on 40A $W 170.0 Ot 1760 I=I 170.0 Mt 160.9 1671 170.0 Ot Mb I= 706 460 640 110.0 8M 460 066 170.0 664 JM 690 460 1166 I= 661 460 1176 40.0 677 7140 1417 170.0 MD 108.7 /6BT 170.0 OM 140.0 a4 1R0 660 172e 1697 170.0 660 BRC18b 460 M 110.0 M8 460 066 170.0 681 mo "almol MI 1740 1111511ml 728 440 I= 170.0 M 440 1401 a" 766 10.1 1667 1=1 766 ail 160 mol 760 Il"I 160 1 170.0 760 Mb 1760 707 1740 614 40.0 086 am ON 1740 1116 1740 7M 460 r46 I 1760 608 1740 144 170.0 Mr 1M2 1466 460 M6 140.6 $m 40.0 41 like 1m mo M1 Or.6 sm 170.0 Mt MN 40.0 m 40.0 7M I= 100 440 907 40.0 I= 440 00 1a.1 1804 460 O41 1667 1606 40.0 666 1407 1800 t8M 04 WA 180 167.1 00 666 =9 167.1 90 700 1600 1W1 M2 Mb 1740 080 I= 746 Ina ills 40.0 6M 1024 124 a" Oa 1426 1917 M66 00 1467 Oa 1626 066 1110 1417 141.8 90 060 1467 1664 ON MA 19B IK? 066 its 1217 1857 486 0614 440 074 tM 789 MO 1100 460 009 1454 1100 M8.7 0M 144.0 ta0 tOA 966 1144 1100 1966 426 I= 1100 =4 9% 66A I= 11OA M6 74,4 lab 1161 696 64.• 1190 116.1 649 �7 Ab 1MA 1010 160.8 W7 1817 10a 141.0 60 116.0 1010 M79 614 tOLO 1010 714] OD 82s loo 1056 84 660 1010 MA Mr W.9 1010 966 7M Or.7 1010 67.6 7M 60.6 1070 W.7 7M 764 197.0 006 7136 767 114.0 006 1420 776 041 006 'IW.1 iM 640 906 1" 740 76.8 906 669 T90 661 9M e2i 720 67.0 006 717 7M �1 9M 77.4 7a 420 Poe 70.e 706 � 7810 147.1 6M 1626 781 1069 801 1126 766 00.6 Mt 9661 726 744 6M BBA 70 90.6 6M 67A 7M 666 6M 76A 694 69.0 Mt 657 MI 454 6M 616 676 967 661 667 672 9010 627 QM M.4 04 669 616 721 64 661 00 629 ON M.7 646 M•l W 450 ea 609 M7 41A 6a OA 680 816 46 4L6 610 266 6a 86.2 M1 26A 646 666 M7 mg 9010 664 6M 70.1 6M 66A MB 621 p0 467 6M MA 491 429 W 468 468 67.0 M6 111.4 476 "I M6 96.1 470 WA MB 89A 4M 216 6M 066 40 111.0 09 467 40 MW OA 40 4BA 4M 80.9 40 419 M9 612 40 857 60 460 " 81.7 867 469 40 29.6 MZ =9 40 251 3P 20.0 40 427 M8 17.1 40 164 Mt MA 40 769 8M 111 b 411 O8 46.0 8M 658 446 879 879 81.6 426 626 876 4/A 40 29.1 W 216 4M 242 00 221 O6 690 6M 161 * 467 2M 168 426 146 9q F7 tow 819 94 M.6 Mt 461 714 20.6 846 210 84 26A 821 21A 84 27A 017 "A S 618 46 904 167 8M tp LrL L lob 252 469 204 23 MO = 4.1 4M 1 V'LL TABLE 13B Atrohm Tibb(Os ANCHOR CAPACITI/AD.RMTUE NT FORMULA: ftp A Lakaxm mothwom RImOUW nvhw wm (D°)X�pgUL10NCAP,,,,e�-IWCHORCAP_ AO6Am sfwvwUftgm WMWWawn eMe"0w WWWadhM v4•F.hafto" Ws6Eho MV000 W68810 Old 8bo O obd Numm USE THIS FOWL"TO OBTAIN THE'ANCHOR AnolmrCipP9IDem6 Il6aool A018ft t0l- AWVGdw Baw(4w sow("saw(Od) CAPACRYREQUIREO'f ONQNSTOAN tWblgs r a r a 3-11V s tl7 r atrt r a-w r 0.4r OAP oABP SAL,PRESS REQUIREMENT FOR THE EabeO=M tau• Vw tafP Carr r 1aµ• /•1AP 1•W I. ¢ r tal8 W ame OPENING,WHEN IT M LOWER THAN THE MULLION 4 piwo CPP m I I re 940 1 CAPACITY(FM THE TAKE)OF THE SELECTED 4A00MO IAb 141)41• pro. mm* 7MIb 7MPA FlUo 464610e 9a MOIh6 661 t40ib0 OM06 MOW 00 sap 76-VA MULLION.[TWILL Y03DAMI (ANCHOR s A6t60aG M60.f7./(4)4e6 A05 CUPS M 7 m 1140100 96800 42M m MR I 40109 "Ola NW 137990 N/A 100 t8M®0 CAPACITY WHICH MAY BE USED TO CAJALIFY ADDITIONAL ANCHOR OPTIONS FROMTHE Ft<4NS wilffilmm MICHOR CAPACITYTABI F FIGURE 1: TABLE NOTES: No 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL iPMTALLATiON METH. FIGURE 2 2)Li4FAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS M ALLOWABLE. 111 I 1 171 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR MED HOLES. SEE BEET818 D,I �� (L M/Li_'i • • • • ALL MULLION CUPS MAY�FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY�DRLL!�W .125 48• ��SON••••••••••,,�`' ��i THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 76.20 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION IL HOLLOW AND GROUT-FILLED �k N0.fi8T08 FIGURE 3 • • o YELLOW SOUTHERN FINEEWITH SK4UL CONFORM TO ASTM C-ft WOOD SHALL BE AN 80 OF OA&ALUMINUM SHALL BE GMT6 ARID BE TA MINIMUM OF 126' � '• G( THM LBAST.12V THICK AND AS&ALL ANII�RB iNTO METAL EXTEND AT LEAST B BREW TFQtEA08 6EY 45 EWY MULLWN �'• THE MATERIAL. �i,�,, ALORION. ANON E tIJP(FIOUREA 1-3)MUST BE USED IN PAIRS.''�'`iiS'S�ONAI aLYtJ�ItYl1LLJ P.E. FL P.E.868M i M.000'•I F�1.�C'-�I --1 1.000' f+- -`i 1.000' .128' 128' JB a 12ir 1�' I mr 2780" .12r 9 .128' W fiY 2000• 2000' '�� 2118• .1�' L ,26' L I 175 r r L .ew r rx2•x.12IrMUL.ION rxrx.371rt uu= r_zi7rR1t,9>8!_MUktaOM �` rxzwx.MO'MULL87N rXMrX0MULUON 1.28"x9.'188'x.2WMUWOWI 12rXl1rx.1WWALION -78 AON x�� M-TI ALLM. TOALUAL 003-TS ALUM SOMTSAUAL 8M•TO AURA �gKgY - X 1-Z' MMUTIINt X41ECTION X4WGTION xseOTION a TABLE A (j4 „cur I �rAnmwtmtx� ST �Owrltlool vatw(In) Fa e�lf�n: 2� '808aT8AUML 2 OW ALLIK A 1.828 G I X-SM N I door X4WC WN B 2.884 r Xr X.12v 1 - 1 C 0.888 AWm man '1� D 0.700 TubeMuMal 3 � T- E .450 MM ral Nil 12r .T�' A 1.128 Im 8 2.404 r Xr X.378" 66oa' C aSW Abunb= 976' 012"--'1_ A r0.+,ems MR g g�,pmy )`— 6A00' D a�D MISmuma1 MIN.- DUALF SHEET, Ucup 1 978'18T1 E 0.45D a so6�Te ALUM A 1.676 1.18' MIN. ' ' E -- ---- B &0W rx7.7o-x L L Li L O.C. 0.91r C 0.757 .378 AktMIMn �- m91zf° 0z26 Tw. aoolrIWIM D 1.118 TiftMumoD STANDARD CUP -� MANGLE GLIP E .450 MM 81189.76ALUM. ,' 60 3-TBALLIAL A � TOPVIEW - g TOPVM B 3000 r x275 X 39s"MIN TABLE B c aa7B Adn*un T►me mumm SAW 876' to Mun Mmudw"WIN) POT Part* E Min. m� dream 376 M8V E TO AAuNlon Std.dip OIWet Grip U dip Angle A 2000 odmftcodo r xr x.jW(a) 88 8981131 88$11181 880243M 88B611M B 2837 1'X3.126°X /b Oak 1 1'Xrxzm(6) 888008 OWUM SWi1gilA 888244M FORM c 0883 .l WAWm _ Tide Mug 1'X27G X.375 888D7 8�118� 1 481 86iO13a1 E ASD Mh L1111 1 111 of--P JWWIL rx276'x.6ar(a) OEM SMIGM 8881121M S8248M 888814M A 2 ��• pN� ,, By ` �i I 8083T8UALIA1 1•x3.12rXMW(B) 88837M 8881118M e,114M ON142M 88881N B "a 1.28'X3.188• 1.28'X3.188'x.ZB6'(12) WatM 8881117M 86311131 6=41M 8886101 C 0882 X2WAWm *; Na 88709 12rX21rX.12r(18) 811370 WA WA WA 886317M D 1.782 TM I+ E .480 WL l its A 12r 1. "X211° S0 .740' 1)ALL MULLIONCLO+B MAY BE FACTORY MACHMUM AND CONTAIN L HOLES.0*NEEDED. A 1.813 '.1�N 1M2 OFI+SETCLIP � •, .a.� FtOtnO,. �• HOLES MAY BE DRILLED IN THE FIELD FOLLOWING D0 1IN 6NEN ON THIS SHEET. ''.ss/�p�N�A��L�?�• 2)SEE SHEETS 2.4 FOR GENERAL MULIATION METH M A LYNN eeu tnn,P E FL P.E.#63708 4r BAY MULU 8053-78 ALUI M ECTION 24 XF .� srnlvDARDCxm '-- eoa�TSau�uL- - - 3.1ffi---�_ m 1�6 DETAI�F.8HE8T4 I 1.18° I M91. �ms1r O O +0 t O lea 1)ALL MULLION CLIPS MAY M FACTORY MACIOMAlm CONTAIN LOA18ED HOLES,IF NEEDW.HOLES MAYBE DRUM IN THE FMLD FOLLOWING OM NMM GM ON THAI8HEET. 2)SEE SHEETS 2-0 FOR OENBRAL MALLATION METHODS. OFFSETCLIP 6088.1EAWK TOPVEW s s 1- O.Mr-p O O O 27x8 ANME CLIP 8008.78 AU L TOP VM Dirrmndon Value 00) For MaDion: F WANDARDMIP rXCX.12r Aum*w Tkft Mllmon 6 e0N&T8AUPA TOFWHW H 2M SAW 3.187 rX4°X.3W wn G 0.787 H fir r„ew. 2813 80 Deyee(18f F 2.878M ---WA-— - WA t 48 Doee(17) 1 WM NIA WA WA 1.18• "�• �\--ma1z O.Q 24 V 3.00V H O O lea 1)ALL MULLION CLIPS MAY M FACTORY MACIOMAlm CONTAIN LOA18ED HOLES,IF NEEDW.HOLES MAYBE DRUM IN THE FMLD FOLLOWING OM NMM GM ON THAI8HEET. 2)SEE SHEETS 2-0 FOR OENBRAL MALLATION METHODS. OFFSETCLIP 6088.1EAWK TOPVEW s s 1- O.Mr-p O O O 27x8 ANME CLIP 8008.78 AU L TOP VM Dirrmndon Value 00) For MaDion: F 3.887 rXCX.12r Aum*w Tkft Mllmon 6 1.001) H 2M F 3.187 rX4°X.3W wn G 0.787 H 2430 F 2813 80 Deyee(18f F 2.878M ---WA-— TABLE D r"amendce (11111 POT Part 0 'EWIIM Std.CAP no.-On UCVp An&CUP V X4°X.Ur(10) 89384 888/11M 8881122M @WAIF 61IMMA iTX4'X.378"(11) 88810 8B8112M SM123M 8WA2M �$ 80 Deyee(18f 88848 ILIA-- ---WA-— - WA O il*M 48 Doee(17) 1 WM NIA WA WA SM111M 4-WALS) .1nnt�r A.LY�IWAAIEtk'F�,P.E. FL P.E.#88708 TABLE E MUD IXmmatlon Par Part A (a h-t 4 4luaton 8m.cap U48P Ao ca -�i N-.1�. gg 4I rX4'X.W(19) 88804 66658'IM 868271M 86861/214 II F� I -�tF�-128' 4�d r X8"X "(14) 881 1 BBBZB�II BS8272M 888 @179M Z 1 2t U01 m�mm NSW"A . �n IX.�C WN 2A V X•3ETIM4 d 1)ALL MWIM CLIPS MAY Be FACTORY W4HN D •12r 1 .128• I .12V AND CONTAN tA�U6ED HOLES IF NEEDED,HOLES L y MAY GRILLED IN THE FIELD f�LOYYWO Z DIMENB GIVEN ON THIS SHEET 1 I�1.48C'-�I 2)S E 8HEETB 24 FOR GE94ERAL*WALLAMON m 5w METHODS. 3 ----1 CUI'HFAHTO (� 2 000" NgPL S 800 2 r- Ha " MIPi m 2 4 67r �i&&W MK O.C. Mao Q to 0 1.718• I 1.944' I malr 4.000' M64 O.0 2 8tE' O C rX4*X2r 2 - --- -- U3r £ i 9498' �! --o------- 3 P Mu mm I malr B0bTOALUK X-SECRON 1 , O-P-1 24f 0 2 .� .eza� sar Mw as a m7ANnAIm cLa+ uaX iF axaaNOLEa w SM78ALUM. 603-TOAUJK SMTSALUM. TCFVI@W mmzx TOFVm LLL1-.L WASm - I—z m-m F.0 Lm. 8�0 C MKMTO Twa C 41UL F. M 0.r18' 8 .MK MIN. 0 .978' 1 , 1944' mgt MIN.a_G 1 oC I \v�J 1 1 rR�ucrRev� 0 o awap171ap.vim ule Ftm1m ms1r I B�+m 260• ac Dir -—- —� - -—- 4.' t &4W e - GA W I 8.438 X111 I i 1 ` rxm•Xas 010 •. muuxw 60m90AL1AM I i '�� :'��GEN3F'•. '�': O � � O ► MC4. ''O. a '887 ( `` 897•MK O.C. %'AO:, gm OF• WANUMMV eoe t TeausL WAA� i'I ONA1�,••• ToFVmW TOWwW A.LYNN P.E. FL P.E.#88706 THE BUILDING SUBMRAM E KNOWN TO BE WOOD ON ALL FOUR 81DE8.THB WINDOW FRAME DEPTH 182-IM.THE MOM RSQUIRESADBWGN PRESSURE OF 480.N40D PSF. 1)INiTAILYASSUMINO THAT A 1'WIDE MULLION IS SUITABLE,THHE MULLION LENGTH 18 72-AND THE OPENING WIDTH 1832'+32+1'=88'.REPERENONG SHEET 22.TTHE COLUMN USING 47 RECTANGULAR LCA DINGMUST13E USED.WAN THE MUWONTABLES FORA MULLIONTHATIBATLEAS nMWWDOWFRANE DEPTH OF2.IIC'ANDWILLNESTOR EX EEDTNEREQUIRED LLL DESIGN PRESSURE OF+811041.0 PER IF THE TABL.B DOES NOT SHOW THE EXACT BQB.USE THE NER 1ARd8R SIRE AVAILABLE. Fz .- PROMTASLE3A.SHEET7.THE1'X2.78'X.378'MULUCN(l BtIGTN■7r.OPENING WWTHa70 7MEETSTHEDEPTHREQUIRED.HOVA MTHEDE2t?IPRE$EIREI84i- 3PWAWVKLILD 6 NOT BE SUITABLE FOR THISAPPUCATKIN• �M FROM TABLE 4A.SOFT 6.THE 1'X27rX.BBC MULUON(LENWH•7r.OPENING WIDTH■ PREIBUREtXT+A727P8FWWOME(QEEOBTHEREQUIRENMITSFORTFtE OPENING AND MAYBE USED IN THISAPPLICATION.NO11ETHEANOHORCAPACITY OFOF836LBL FROM TABLE BA,SHEET 13.THE r X 4"X 18Y MULLION(LENGTH a 108".OPENING WIDTH a 80)HAS A DESIGN PRESSURE OF 41-K7 PS=WHlMl E CEEDSIME REQUOiEMENTB a �2 2)UBE TABLE 43 TO FOOTHE ANCHOR TYPE.ANCHOR MWTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)$i2 ANCHORS ANDTHE2X6 PENESTRAIM 8H1E@TB BECAUSE IT S NOW KNOWN THAT THE MULLION NUJ.ADD r TO THE WIDTH OF THE MULLED UNIT.THE ADAISTED OPENING WIDTH IS 38v38.4r?C.WT73-AS PREYMMY 2 b �v ANGLE CUPS WITH(4)012 ANCHORS HAVE A CAPACITYQF 640 LBB.THOU GH EITHER ONE COULD BE USED.THE STANDARD CLIP S EASERTO DSTALL THE 73'D) I(3%,llr*36•Ur+r-737. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOUVER DESIGN PRESSURE.OF MULLKkiSOft PENH8TMMON PRODUCTS.WILL [ [ CONCRETE HEADER AND SILL ARE VW IDE.IFTHEMiIWONCLIPWEtETOBECENTEREDWRMINTHEB'.CMMUSTBE TAKENTOMANTANTHEFASTENERSEGESBTMIOE APPLY TO THE OVERALL ASSEMBLY.FINALDESK:INP REU MST HATTHEBOTHTHEMULUONANDTHEFENE>TRATIONPRODUCTSENSTAUMIN VMHTHE L&a 7N Q>B'RASUO. �� TLS SUITABLE.FOR THE REQUIRED ANCHOR OAPAORYCF OTI LOS. SHEETS 2,9 OHMS DWALLATION SPECRtCATIM NTO RESPECTIVE SJBBTRATEBAND FENBBTRATM PRODIXOTS TO MULLION. MULUCNTYPE COIID BE CHOSEN. IN TWO EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS*WA PS=.TME OVERALL MULLION SYSTEM WAS DETERMNEDTO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 886 LOS.ALTERNATIVELY. °4°w-� m0`� ploms cob USED.FROM TABLE OA SST 13.THE r X V X I'MULLION(®LENGTH n 421.OPENING HEIGHT•1201 HAS A DESIGN PRESSURE OF+M70.0 PS:WHICH EXCEEDS THE No THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN US'DTO CALCULATE THE ANCHORCAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PER pue =ARA e l9 TABLE 08 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE C4U SUBSTRATE.N THIS WAIPIA A88WdE THE JAMBS ARE r (60 PBF)X�727 P e .624.8 LSB (MAYBE USED TO QU/WFY#10 STEEL SCREWS FROM TABLE 4 1 111 (4)3Ar ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN MOM CAPACITY OF 840 LEE WHICH IS GREATER,AND THEREFORE S ITASLL FOR THE RECOM ►1111 THE BUILDI O SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE MOM FRAME DEPTH S 2.918'.THE OPENING REQUIRES A DESIGN PRESSURE OF+lmN4"PER LLL FOR IM VERTICAL MUIUON: 1)INIT'WIYASSU INSTNATAYWIDEMULLI ONErAATABLE,THEMULLION Fz .- LENGTH 183r+72%Hftl e'ANDTHE REFERENCINGSMEET2Z THE COLUMN USING RECTANGULAR LOADING SMALL BE USED.8OAN THE MULLION i'ABLES FOR AMUU.KINTHAT[BAT LEASTTHE WINDOW FRAME DEPDi OF 2-WAND VOL 6 EXAMPLE 2:MIT R M U L K All MEET OR EXCEED THE REQUIRED DESIGN PRESSURE 02+60.OM PEP.N THE TABLE 00E8 NOT640WIME EXACT B:ZE.USE THE NEXT LARGERSM AVAILABLE. 41W.VNDTtl- - FROM TABLE 3A.SHEET?.THE 1'X 2.78'X.376'MULLION(LENGTH-108'.OPENONOYNDTH-80)MEST8THE DEPTH REQUIRED.HOONVERTHE PESKIN PRESSURE 180-15.1 POP AND WOULD NOT BE SUITABLE FOR THIS APPLICATINN, FROM TABLE BA,SHEET 13.THE r X 4"X 18Y MULLION(LENGTH a 108".OPENING WIDTH a 80)HAS A DESIGN PRESSURE OF 41-K7 PS=WHlMl E CEEDSIME REQUOiEMENTB a �2 SIZE 8 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE TIM ANCHOR CAPACITY OF On CBS. PENESTRAIM 8H1E@TB BECAUSE IT S NOW KNOWN THAT THE MULLION NUJ.ADD r TO THE WIDTH OF THE MULLED UNIT.THE ADAISTED OPENING WIDTH IS 38v38.4r?C.WT73-AS PREYMMY 2 PRmom ASSUMED VERIFY THAT THE DESI DESIGN PRESSURE IS STILLAPPLICABLE FOR THE AOJUBTEDOPENNG.ALTERNATIVELY,THEWNDOWYM INSMAYSEREDUCEDTOMNNTNN THE 73'D) I(3%,llr*36•Ur+r-737. j - 2)USE TABLE SB TO FOB THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQWREQ FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPIA ASSUME THE POURED [ [ CONCRETE HEADER AND SILL ARE VW IDE.IFTHEMiIWONCLIPWEtETOBECENTEREDWRMINTHEB'.CMMUSTBE TAKENTOMANTANTHEFASTENERSEGESBTMIOE MUILmN` - ' USING RS STANDARD D CUP WITH(8)3116"ULTRAOON AN 04M AT AN EDGE DISTANCE OF 2-W GIVES AN ANCHOR CAPACITY OF 4000 LOS WNW I8 GREATER,AND L&a 7N Q>B'RASUO. �� TLS SUITABLE.FOR THE REQUIRED ANCHOR OAPAORYCF OTI LOS. SHEETS 2,9 OHMS ppyppr Fm BECAUSE THE VERTICAL MULL WILL BE A r X 4"X 2W MULLION,N THIS EXAMPLE WE WALL MATCH THE HORI2CNTALAND VERTICAL MUIMO S.ALTERNATIVELY ANOTHER MULUCNTYPE COIID BE CHOSEN. 1)THE MULLION LENGTH IS WAND THE OPENING HEIGHT 183r+7r+r-108'.REFERENCING SRZET22,THECOLUMNUSNGTRAPEZOIDAU71M OULARLOADINGMAY13E °4°w-� m0`� ploms cob USED.FROM TABLE OA SST 13.THE r X V X I'MULLION(®LENGTH n 421.OPENING HEIGHT•1201 HAS A DESIGN PRESSURE OF+M70.0 PS:WHICH EXCEEDS THE No REQUIREMENTS FOR 714E OPENING AND MAY BE USED N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 821 L S& SEE pue =ARA e l9 TABLE 08 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE C4U SUBSTRATE.N THIS WAIPIA A88WdE THE JAMBS ARE r SHEM 2.3 WIDE.r THE) CLIP WERE TO BE CENTERED WITHIN THE B',CARE MUST BCE TAKEN TO MAINTAIN FASTENER'S EDGE DISTANCE UENGTHE 2XSNOBLE CLIPS WITH 1 111 (4)3Ar ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN MOM CAPACITY OF 840 LEE WHICH IS GREATER,AND THEREFORE S ITASLL FOR THE RECOM ►1111 ANCHOR CAPACITY OF 821188 4)FOR THE U•CUP IN TIM HORIZONTAL MULLION TO VERTICAL MULLION.LIES THE SAME ANCHOR CAPACITY OF MI LB&TABLE 08 FORTHE U4 SHOWS THEANCIiDR CAPACITY S 1074 LOS WHEN USING 3ANC•H ORS.WHICH IB amTEG,AND THEREFORE BURABLE,FOR THE FmCu RED AmIOR CAPACITY Riciu MENTo+021 LEO.THE WDTN PORYBR7IGt.MW. ANCHOR TYPE IB Aft STEEL SCREW. FROM THE ABOVE STEPS.OUR MULLION DESIGN PRA It +604.7 PSP FROM THE VERTICAL MI LLM 4M 7U PSF FROM THE 36'HORIZONTAL MILLION ATTACHING TO CMUI 4h170.O PSP FROM TIM W MORMONTAL MULLION ATTACHING 70 THE VERTICAL MULLION @rtFRSECTION). THE LOWEST DESIGN PRESSURE IS 4604.7 PSP AM'WOULD APPLY TO ALL OF THE MALKOP68 '% •.,FLORt>Ot•'(P�`� VERIFY THE L1@81GN PRESSURE t>F THE FENESTRATION PRODUCTS USED FORM THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLICN18OR PEVE87RATKXN �oSS/ • `� PRODUCM WILLAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THIATTHS 80TH THE MILLION AND THE FENESTRATION PRODUCT BE INSTALLED N ``!� A LYNN�wuwa�s,P E ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTR01168AND FENESTRATION PRODUCTS TO MIWOM FL P.Lf BRIMS Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204584 Permit Number: WS-10-13-2460 Scheduled Inspection Date: December 18,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge % y ch�' Inspection Type: Window Door Attam, ent Owner: TORO JTRS, LUIS Work Classification: Window/Door Replacement Job Address:1270 NE 98 Street Miami Shores, FL 33138- Phone Number (305)733-3821 Parcel Number 1132050090310 Project: <NONE> Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262-2964 Building Department Comments REPLACING EXISTING 12 WINDOWS AND 1 DOOR FOR infractio Passed Comments IMPACT RESISTANT INSPECTOR COMMENTS False Inspector Comments Passed CREATE EINSPECTION R INSP�202222. No access, no one home Failed Correction Needed - Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. December 17,2013 For Inspections please call: (305)762.4949 Page 22 of 31 Miami Shores Village Cr i Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �=" "` -. -• �-.,,�� ", ._ Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 $ &��% FBC 20 n G Permit No. PERMIT APPLICATION Master Permit No. U.03 '�4(00 Permit Type: BUELDING ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 2is W n. Folio/Parcel#: % % —3m®e--.°cxzls � 1� Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titlehol" 6--c— QQ.� Phon��°1'°z3 Address: 17--1 C � z City: i > State: Zip: Tenanftzssee Name: Phone#: Email: CONTRACTOR:Company Name- 1 w �1cAfione# Address: City: V41 t�Wn State: Zip: Qualifier Name•<ZZ� V Phone#• State Certification or Registration#��-1J�� . Certificate of Competency#: Contact Phone# IE6^40z.°(m(�� Email Address: DESIGNER:Architect/Engineer.. VA 0_� Phone#: Value_of Work for.this P_er_m_it:$ SquareAlnear Footage of Work;y Type of Work: O °j A OAFteration QNew )6epair/Replace ODe 'tion Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE Bonding Company's Name(if applicable) Bonding Company's Address City State VfA Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IWROVEMENTS 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 thepbsence o f such posted notice, the inspection will not be approved and a reinspection fee wi be charged Signature ! Signature Owner or Agent n for The foregoing instrument was acknowledged before me this The foregoing insfivment was acknowledged before me this day of _e. by Lk�-low aj F� � day of d �' Oi ,by�id�1 4f� V�2 who is personall known me or who has produced t 4 who is personall own me or who has produced R As identification and who did take an oath. cation and who did take an oath. NOT Y LI NOT Y LI Sign: +v &&AnA Sign: commis 969514 Print �O�*i oeh,� AMBAR ABEIJON M 14 . •` �<.;rc n -A, 20i 4 * : My commission Expires My Commission Exp' +, .a My Commission aa •° March 09, 2014 'u,n q• 6-wL A ' APPROVED BY J Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Policy Nummr Date Entered AC t RDA CERTIFICATE F LIABILI .__. ! SU to//le/2o1 CE DATE 18/201 3 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BEST RATE INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8600 NW 17 STREET, SUITE 170 HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR DORAL FL 33126 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P8: (866)6160065 FAX: (305)403-0801 INSURERS AFFORDING COVERAGE �NAIC# :NSURSC m .n BRIDGEFIELD EMPLOYERS INS CO. 10701 REGOSA ENGINEERING SERVICE INC. su:e .da PREFERED CONTRACTORS CO RRG LLC 12497 1050 SE 5 STREET, BAY 9 R=a. PROGRESSIVE AMERICAN INS CO. 24252 i HIALEAH FL 33010 COVERAGES -- 'HE RE.>LICIF5 OF I'•JSiJRANt;�U.lilF?BID,r-'W HAv=; HFP-1 I.SSOFLJ":'7 T.IF li•-.'..ia-'. A.ii-.•.i= i•. ='-"-,?- ..r .1:..'T,--P i`: !:. ,l ANY PEG}UIREMENT,TERN OR CONDiT.OPJ OF ANY+.:ONTRACT OR"TriF?""?';. 6•'_,.'4!- VAY PERTAIN,THE INS.tR.ANCE ACF^t DF-'D BY THE PC_. cr_S CE8C;?(;3;:V t r fi..r l.} w N.E'., �; t 5. ;.. ",ti «•__.:r. iS JE. N iE 1:::'d5.) 5uC'r 001-CIES AGGREGA7E L!klll'5 SHOWN MAV?-AVE BEEN RECUCEC By=*A C+'.;:A,E 1 POLICY KOBER '�OUCY EFFEGTME POLIC'r E%PIRATIOid ' F i ATE CrafArDD`YYI gTA'^E LMES,'DC•JY'f, LIMITS GENERAL LIABILITY n. cr c,Sly ncr s 1,000,000 dxl a°�t T ..... „3'rEwtils d;ENt.RAILAtLLI�Y rin Eanc e•ee; 5 50,000 PC 83837-02 06j1312013 O16/13J2014 tt,Hxc an,ona,Atso i 5,000 -LlizIOZ.A..aA.ZYti •a)tJrt- s 1,000,000 +:kAt:�„$u[cA' s 2,000,000 GEN•L ASGREGA'_C'.n. __ ... _.._ Ta>J.�-r' 1,000,000 AUTOMOBILE UAaiUTY ANY AUTO 500,000 Alt OWNED AUTOS ;CHeDL ie AJt ,ti 01673815-0 06/1312013 06/13/2014 t�CITd.P`WtJ('(`A...;T0r i x->-Q'Y GARAGE UAWJY- ANYAWL' TO cl'c 1. E%CESS!UTABRELLA tiAERLITY tier l;R ! :,AIfAS MA`)F 4 •-::;a_:P'. t CSuUC".iBtE 4 WORKERS COMPENSATCON AND N 5 ATU• c µ EMPLOYERS,LIABILITY fv r: rac-+A cmiNT s 11000,000 A ANYPJY�RErTAJPARtr: wrxNCelrer 0830-50966 5/22/2013 5/22/2014 . ____..._____..... ' i'0001000 x ERE3tAdEh�ER EXC L<JG ` 'i Y99,e8?8ni97k UtfdN! r.. ',;�Eh?,F FA F�PLt;''FE:c SP$C+AL PRO-ASTONS Hers", =_.ALf. x:: OWL 1,000,000 OTHER i _..----.._--- DESCRIPTIONOF OPERATIONS.LOCATIONS�VEHICLES i E><CL1310NSACDEU 6”ENC`ORSEM1TEN-' Silk".i:.i PRUYI'o,G:i3 CERTIFICATE HOLDER CANCELLAn6N SHOUIb 44Y 7F TMF ABOVE DESCR.$EG POLICIES BE CANCELLED BFEORE THE FAPIRATION MIAMI SHORES VILLAGE C'A'F ?4F�EC w THE tS$LahG I,ySURER 147L, ENDEAVOR TO NAB 30— DAYS nftmEta ' BUILDING DEPARTMENT nm r TO THE cxR-lclrATF HOLEWP NARiEO TO THE LEKT,SLIT CpRURE To DO SO SHALL 10050 NE 2 AVE Ih1F SG ND OE3LiCaa?lcNd OR '.IAT+itt;v ,-,: :I" MIND URON THE INSURER. ITS AOFNTS OR MIAMI SHORES VILLAGE FL 33138 RE'RESEN'A?.vES A�T^ORIZED REP F.ESE NTATiVF A'fiARTA. ALONSC) °'3: .<z_ a> t: �;A„9• �tsz ACORD 25(2001198) :3 ACORD CORPORATION 1988 *Rig Far r,e fR:as.'lus xdnvatp stir,Gc,rr+{'1..� . n rnr;as•,w.>nuuf;.r,n.3'•;i',.�-+�, STATE OF FLORIDA DEPAR720M OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (8 5 0) 487-1395 1940 NOM, MOM09 STREET TALLA E FL 32399-0783 Ou TAVo DANIEL SNRVICES INC IS700 NE 2 A8 FL 33162 "M- 0 .,.' tt ICE;3 WA<B € y low « ��1�100� fi$C:lIE t �1lls ant#az�Ccn"r g-C de Chapter 8A Af E:9'&a O SEC.VVPE OF BUSINESS PAYM 'RECEN�D * t�lNEERINC INC 1� G84t BUILDING CANT1iACTOR ev TaX-€ .�c'r CGC1 {s) 3 $45.00 07/10/ 13 TXHS1-13-02''E9 Bu locei Busiaess tax 111a is oei aicealse. a of V W i I ar. The MIP NO.abonuotle disllaW an-an commercial vehicles-Miami-4bde Cade Sec&�.M far=MMormWoa,v1skmnAwmiam I ABC# 6214848 STATE of FLORIDA DNFARUIL7YRLYIMIB TON L12072200136 0? -2..20 et.. 1 SD ., 01 O 15 �► Thy1T N -lore IN C %-ED Under the provisiots of Chaptar 4p_ Fs. Expiration date: AUG 31, 2014 Y iczs C �: _'r '. 9 SIB FL 33010 RXCK SC-OTT KEN LAWSON G&VERVOR StdRAtAkI DISPLAY AS REQUIRED BY LAW Miami-Dade My Home Page 1 of 2 My Home K w MIAM D�flE Show Me: Propev— n—formatlon__,._ Legend Search By: �� Property Select Item, Boundary Selected Properly Terri only Report Homestead Fraud W Street Property Appraiser Tax Estimator Highway Properly Appraiser Tax 's Comparison Miami-Dade ...: County Summary Details: > water otio No: 1132009-0310 1270 NE 98 STE aping UIS F TORO JTRS ddresa: AOLA A TORO JTRS s £ 1270 NE 98 ST MIAMI HORES FLT 138- r Property Information: Primary Zone: 1400 SGL FAMILY- v 3001-3250 SQ CLUC: 1 RESIDENTIAL- INGLE FAMILY w Unit• 1 F e: ,583 Size: 12 .50$Q FT Aerial Photography-2012 0 112 ft ear Built 1959 53 42 EARLETON HORES PB 43-80 LOT egal LESS E12.5FT& FT LOT 4 BLK 3 LOT My Home I Property Information i Property Taxes RE IRREGULAR OR i My Neighborhood I Property Appraiser 1 720.5-1 828 05W 8 1 Assessment Information: Home i Usina Our Site I Phone Directory I Privacy I Disclaimer ear. 2013 2012 d Value: $223462 13 Buil Value: $219,142 24818 arket Value: $442604 7,241 if you experience technical difficulties with the Property Information application, Value: $442804 1241 or wish to send us your comments,questions or suggestions please email us at alsftnnlamidade noy. Taxable Value Information: Year 2013 2012 Applied Applied web Site a)dng Authortiy: Exemption/ Exemption/ ®2002 Miaml-Dade County. Taxable Taxable AU rights reserved. Value: Value: R lanai: 2 $0/$481,241 2, $0/$481241 $0/$442 804$0/$481,241 iSchool Board: 2,294Lsaiwi,241 Sale Information: e Date: IM13 e Amowit 775,000 e OtR: 08-3205 es es quaUtied as a twill uaitiication ernUnatlon of the sect View Additional Sales Additional Information: Ik k hem to see more Informolon for this ro art• LCo mmunity Development DWd http://gisims2.miamidade.gov/myhome/propmap-asp 10/16/2013 Miami shores Village Boom nin Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �tOR1pA Tel: (305) 795.2204 Fax: (305)756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be"Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re-evaluated at the time the permits are issued. Q:Why was the 50%figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1)prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as. follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller)as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax-assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A"substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100-year or base flood and a commercial structure must be effectively"flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of$100,000.00 could have no more than $50.000 worth of new construction/renovations and/or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make an other improvements to the structure. The staff requires that the permit applicant or owner of Y P PP the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest"Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual j provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre-damaged condition must be included. Even if volunteer labor or self-labor is used, it must be estimated based on minimum-hour wage scales for the type of construction work that is done. Created on June 2009 i S5�,�c , S a uu am JCijO� SUBSTANTIAL IMPROVEMENT/DAMAGE LIST (NOTE:THIS LIST IS INTENDED FOR GUIDANCE ONLY,AND IS NOTALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING ALSO: Foundations including; Spread footing, Continuous footing, All Labor and other Costs associated with isolated footing, piles and pile caps Demolition, Removing, Replacing, Slabs including; Monolithic, floating, Installing Building or Altering Building elevated Components Walls including; Exterior walls, Bearing Construction Management/Supervision walls, Shear walls Overhead and Profit Beams, Tie Beams, Columns and Posts Equivalent cost for: Wood decking, Floor and Roof Sheathing Donated Materials Trusses, Joist Volunteer Labor(including owners and Windows/Doors friends) ALL BUILDING ELEMENTS, INCLUDING Any Improvements Beyond Pre-damaged Condition, including; Interior Partitions,Walls, Columns Utility Upgrades Drywall, Ceilings, Code Upgrades Built in Furniture, Cabinets, Vanities All Fixtures ITEMS TO BE EXCLUDED Flooring, Tile, Carpet, Stone, Linoleum, ect. Plans and Specifications All Finishes including Drywall, Paint, Survey Costs Stucco Plaster, Paneling, Tile, Marble, Elevation Certificate Costs and Moldings Permit fees Roofing Material Debris Removal ALL HARDWARE Items not considered to be REAL Property Rugs, Furniture, Refrigerator, ALL UTILITY and SERVICE Appliances not Built-in EQUIPMENT Outside Improvements, Including; HVAC Landscaping Electrical System and Equipment Sidewalks Plumbing System and Equipment Patios Security System-and Equipment Fences Central Vacuum System Yard lights Plumbing Fixtures Sheds Lighting Fixtures and Ceiling Fans Gazebos Water Systems including Irrigation Softeners/Filtration Pool Created on June 2009 e ♦y 0 n logo ally CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor(including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) Q PROPERTY OWNER: S Tog-A PERMIT# l t — Slo S —Q�19 — ®3( c) ADDRESS: TS S 1:s 9 FOLIO NUMBER: I 3 ZO S C�� FLOOD ZONE: BASE FLOOD ELEVATION: � FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS(12 MONTHS):_ N�� COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS(past and proposed): VALUE OF PRINCIPAL STRU TURE(attach appraisal): 418q AX0 OWNERS SIGNATURE: DATE: PLANREVIEWER: PLAN REVIEWER SIGNATURE• DATE: Miami-Dade My Home Page 1 of 1 �.a. My Home 1 . yr ti F MIAMI•QAtDE f� Show Me: Property Information y Legend Search By: � *� ,., �' � � � Property Select Item v Boundary t6 Selected v ' '�� Property y s ®Text only Report Homestead Fraud t.: up Street M Property Appraiser Tax Estimator g- S13 Property Appraiser Tax S� ,�� Highway Comparison Miami-Dade County mss.; Water Summary Details: e olio No.: 11-3205-009-0310 270 NE 98 ST S ailing LUIS F TORO JTR3 ddress: AOLA A TORO JTRS ! 270 NE 98 ST MIAMI SHORES FL 138 y Property Information: " 1400 SGL FAMILY- ; ary Zone: 3001-3250 SO �'<? LUC: 1 RESIDENTIAL- gym. INGLE FAMILY sJBaths: 58YNS E loors: 1 hd .Units: 1 d Sq Footage: ,583 of Size: 12,262.50 SO FT Aerial Photography-2012 0 112 ft ear Built 1959 53 42 EARLETON SHORES PB 43-80 LOT egal 3 LESS E12.5FT& ascription: ESOFT LOT 4 BLK 3 LOT My Home I Property information I Property Taxes SIZE IRREGULAR OR I My Neighborhood I Property Appraiser 17205-1626 05961 Assessment Information: Home I Using Our Site I Phone Directory I Privacy I Disclaimer 2013 2012 nd Value: $223,462 213, uiidin Value: $219142 187 If you experience technical difficulties with the Pro arket Value: $442,604 1,241 y � party Information application, Value: $442,604 1,241 or wish to send us your comments,questions or suggestions please email us at gisOlmiamidade.gov. Taxable Value Information: ear: 2013 2012 Applied Applied Web Site axing Authority: Exemption/ Exemption/ ®2002 Miami-Dade County. Taxable Taxable All rights reserved. Value: Value: tonal: $0/$442604 /$461,241 ou $0442,604 1,241 $0/$442,604 /$461,241 1 Board: $0/ 2,804$0/$461,241 Sale Information: e Date. 6/2U13 le Amount $775.000 le O/R: 28808-3205 Ies I�qualffled as a result uallflcatlon examination of the escxi n: sect View Additional Sales Additional Information: Rick here to see more information for this ro rt : mmunity Development District http://gisims2.miamidade.gov/myhome/propmap.asp 10/30/2013 US.DEPARTMENT QF HOMELAND SECURITY ELEVATION CERTIFICATE oMBNo.166o-ooas FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANfE COMPANY USE Al. Building owner's Name LUIS F.AND PAOLA A.TORO RAW Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. I Campary6N=. -NUmbar: 1270 NE 98 ST. City MIAMI SHORES state FL ZIP code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 3 AND 4,BLOCK 3,OF EARLETON SHORES,PLAT BOOK 43RAGE 80 PUBLIC RECORDS OF DADE COUNTY,FL A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Let. 252 51'rib Aa"N Long. 80°10'20-1411 W Horizontal Datum: ❑NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 400 s q ft b) No.of permanent flood openings in the crawlspace or N/A b) Number of permanent flood openings in the attached garage . enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade NUA c) Total net area of flood openings In A8.b N/A sq in c) Total net area of flood openings in A9.b _NiA sq in d) Engineered flood openings? ❑Yes N No d) Engineered flood openings? ❑Yes ®No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. N P Com uni Name&Community Number 82.Con Name B3.State M AMi 5 10 ES 120652 I Y 2E FL 84. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zones) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 12086CO306L L 09/11/2009 09/11/2009 AE 8 FT B3.0.indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/So urce- B11.Indicate elevation datum used for BFE in Item 89: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: NIA B12.Is the building located In a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date: N/A / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATiION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction : *A new Elevation Certificate*111 be required when construction of the building Is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items 02.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: MIAMI-DADS BENCHMARK Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations In Items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6 68 ®feet ❑meters b) Top of the next higher floor N/A ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑feet ❑meters d) Attached garage(top of slab) 5 40 ®feet ❑meters e).Lowest elevation of machinery or equipment servicing the building 5 79 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) _ 5 . 03 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) _ 5 . n_ ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 5 71 ®feet ❑meters structural support SECTION 1)-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certifloation is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by tine or Imprisonment under 18 U.S.Code,Sectlon 1002. IN Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here If attachments. licensed land surveyor? N Yes ❑No Certtfler's Name License Number JOHN A.IBARRA 5204 m �' Title Company Name PRESIDENT JOHN IBARRA&ASSOCIATES,INC. Address /1 State ZIP Code 4! 777 N ; ,79 # �5 MIAMI FL 33126 ROD Signature ' ;. Date Telephone 9 88/23/2013 306 262-0400 08/23/2013 FEMA Foft,• 086033(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page Z IMPORTANT:M these epaoee,Copy the oofroaponding MMrm illon from 86011on A. Building Street Address(Including Apt.,Unit Suite,and/or Bldg.No.)or P.O.Route and Box No. :.Pd 1270 NE 98 ST. City state ZIP Code tk:mp$i1y LJiUtw`NuFUbpr MIAMI SHORES FL 33138 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTiFICATION(CONTHW7M)) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,end(3)building owner. Comments C O R=12.87 FEET;SECTION C2(E)LOWEST ELEVATION OF MACHINERY=THE A/C PAD;LATITUDE AND LONGITUDE DETERMINED BY SURVEYOR USING GOGGLE EARTH 1i f � t Signature Date 0$12312013 I SE _FE-1111111111111XIM ELEVATiON INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A CWPI!FMVT-SM For Zones land:A(without BFE1,complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For items 1-E4,use natural grade,H available.Check the measurement used.In Puerto Rico only,enter meters. E1.Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)Is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A items 8 and/or 9(see pages 8-9 of instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)Is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is El feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only.If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENIATIM CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or communit}Hssued BFE)'or Zone AO must sign here.The statements In Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name LUIS F.AND PAOLA A.TORO Address 1270 NE 98 ST. City MIAMI SHORES State FL ZIP Code 33138 Signature Date 08/23/2013 Telephone Comments ❑Check here if attachments. SECTION 0-COMMIUfGTY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the cornrnunitys floodplain management ordinance can complete Sections A,8,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-1310.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ ❑ The fallowing Information(Items G4-G9)Is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of asbuilt lowest floor(Including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date 08/23/2013 Comments ❑Check here if attachments. FEMA Form 086.0-33(7/12) Replaces all previous editions.