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HomeMy WebLinkAboutWINDOW & ENTRANCE DOOR_ RECEIVEDED ` 1 jU -�j 4 i 2-818 ucie County, Permitting SEACOAST CURB ADAPTERS AND CURBS LLC. RICHARD K. DAVIS CONSTRUCTION BRASSEUR & DROBOT ARCHITECTS -. i Glazing Schedule —_WIND_OW_ S.—EX-TERIOR VISION: 9/16" BRONZE TINTED MONOLITHIC IMPACT, o 1/4" BRONZE heat-stengthened .090 pvb interlayer (Saflex); 1/4" clear heat-stengthened STOREFRONT ENTRANCE DOORS: 9" BRONZE TINTED MONOLITHIC IMPACT, 1i4" BRONZE heat-stengthened .090 pvb interlayer (Saflex); 14' clear heat-stengthened Aluminum Finish CGI WINDOWS & NTRANCE DOORS WHITE KYNAR �ht�Roei�oNS "' owt4c PRF=-�z5 P,�12or.TL_ 2F..6 N.O.A. Documents Outswing Wet Glazed Aluminum Storefront Door - L.M.I Missile Impact Rating: Large Missile Impact Resistant As tested: +70psf;-80psf �Ocf7oS,=- -o -n -n > --I il1fJ r �' 00n-rr�v�_ m'4 •rl rp z w �- rn rrt ri -ia c 2 c: -n A 13 ?C �> riD Orntn Gi rT1 3, �I mf m Z X1 " 4,) •i, n m 52 ocrn C} tTl � —t C-J *� Z —tC;Li I U N� t� n't C? rn 0 _U Z 73 .r.5 ., m Ill -1 7-4 Series 3550 FIXED GLASS MISSILE IMPACT RATING: LARGE MISSILE IMPACT RESISTANT AS TESTED: + 70 / - 80 t// DOOR NO.: 1 '0': SEACOAST CURBS 3bii-TVPF" `3550 MEDIUM stile, Impart, D, NH F3'0" 70 WHTN--- SE - 3 rO X ^ KYNAR .— N wa— 1 N A s[T:' BUTT HINGE 4001 4.5 X 4 NRP S5 ? 627 �4 0 REGENT LOCK 3- POINT LOCK 627 1_ REGENT KEYED CYLINDER STANDARD 627 1 RFGFNT THUMR-TURN STANDARD 627 1 REGENT SURFACE CLOSER STANDARD _ 627 1 THRFSHOID ADA BUMPER 1 V� v f W W W �_ ILU N K W W C oa a s 0 d 8 U OoottZ�5t�;4►�: pl.tkeJ 5/8" o pR L 4 3/4" 36 ./ - - - ----- - DR 5L DOOR # 1 QTY. REQD=1 ./ 26.6 0oc9R 5' C rVkc)4 WINDOW TYPE A QTY. READ.=9 ALL--fMRloit, wtml)oNN5 : C:Zlp-t W lt4 0Q%N PI.RnJ EXTERIOR EXTERIOR .j \ N CO WINDOW TYPE A-1 QTY. REQD.=1 L T 5 c l,R IA%Q,-f 1 26.6 INTERIOR WINDOWS KAWNEER TRIFAR 450 Glazing Schedule WINDOWS. INTERIOR VISION- 1/4" CLEAR TEMPERED GLASS ✓ Aluminum Finish WHIT KYNAR �M1l=i1= OP't1oN5 ? 15vR0y4Z :, IS O`"t.J?1�5 P>R=F_Ra.1G P�IfZp�Nr�oN 5 0Ps+4 OFi:LG-_ 78 / WINDOW TYPE B QTY. READ.=1 450-CG-001 HEAD 4 1 /L" 450-CG-003 SILL 450-CG-004 STOP Per po.s 7 J 1:w >_ Irt S--LZIo�j —�-'9' WINDOW TYPE C QTY. READ.=10 V/ u WINDOW TYPE D QTY. READ.=3 ✓ 450-126 SHIM SUPPORT 450-CG-001 JAMB c 1 314- DLO 114" RECEIVED 1 RECEIVE® I-lc.le County, Permitting 3 2D1 GENERAL NOTES: SE-3550 IMPACT -RESISTANT, OUTSWI GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 C) DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. B. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 9. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 8717, 8842, 17-7538 & 17-7007. 10. THIS DOOR SYSTEM MAY BE USED WITH ANY COMPATIBLE CGI-COMMERCIAL STOREFRONT WINDOW SYSTEM. WINDOW SYSTEM MUST HAVE ITS OWN APPROVAL. ANCHOR NOTES: - -- -` - -- - 1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE DOOR'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR GROUP FROM TABLE 1, THIS SHEET. 3. VERIFY THAT THE CHOSEN THRESHOLD MEETS THE REQUIRED POSITIVE (+) DESIGN PRESSURE FROM TABLE 14, SHEET 13. 4. DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO GLAZING, FROM SHEET 2 (SINGLE DOOR) OR SHEET 3 (DOUBLE DOOR). S. IF YOUR ASSEMBLY INCLUDES A VERTICAL MULLION AND STOREFRONT WINDOW: A) DETERMINE THE VERTICAL MULLION TYPE & DESIGN PRESSURE FROM SHEETS 4-7. B) DETERMINE THE VERTICAL MULLION DESIGN PRESSURE DUE TO ANCHORAGE FROM SHEET 9 (1/4" SHIM) OR SHEET 10 (1/2" SHIM). C) DETERMINE THE DESIGN PRESSURE OF THE STOREFRONT WINDOW FROM IT'S OWN APPROVAL. 6. IF YOUR ASSEMBLY IS OR CONTAINS A DOUBLE DOOR, DETERMINE THE QUANTITY OF ANCHORS REQUIRED ABOVE THE MEETING STILES (HEAD) OR BELOW THE MEETING STILES (SILL) FROM SHEET 8. 7. DETERMINE THE MAXIMUM JAMB ANCHOR SPACING FROM SHEET 11, VALUES HAVE BEEN CALCULATED USING THE DOOR'S MAXIMUM DESIGN PRESSURE. B. DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO HARDWARE FROM SHEETS 18 & 19. 9. THE LOWEST DESIGN PRESSURE FROM 3, 4, 5 & 8 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. TARI F 1- Min. Edge Min. Min. O.C. Group Anchor Substrate Distance Embedment Distance A !!14 Steel or P.T. Sout em Pine 1' 1-3/8' 1" 410 SS SMS (G5) (SG=0.55) Aluminum, 6063.T5' 3/8° 1;8° 5I8' 414 Steel or (0. 125" mn. thickness) B 410 SS SMS (G5) Steel, A35' 318' 118"r44' (0.125" mn. thickness) Concrete 2-112" 1.3l8" (min. 2.85 ksi) 114" Elco Utracon Grout -Filled CMU, 2-1/2" 1J/4°(ASTM C-90) CMU, 2-1/2" 1-1/4"(ASTM CUngouled G90) 114" Elco 410 S.S. Ungouted CMU, 2 112" 1 1/4' CreteFlex (ASTM G90) 5116" Elco Ultmcm Ungouted CMU, 3-118' 1-1/4' 6' (ASTM G90) 1/4' Elco 410 Concrete 2.112" 1-314" 3" S.S. CreteFlex (min 3.35ksi) O Concrete 3-1/8' 2' 3' (min. 3.52 ksi) 5'16' Elco Ultraccn GroutFlled CMU, (ASTM C-90) 2-1/2' 2.114" 5" Concrete 3° 1-1/2- 4" E 3/8' Large Diameter (min. 3 ksi) Ungouted CMU, 3' 1.112" 6" ITW Tapcon (ASTM11 G90) CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •20,4 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 36G-10 LYNtv4f, V10ENgF . * No.58705 %�O••� IST TE�pFT •• �� A.IL'M MILILEIR, P.E. UCommercial o Architectural Products CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET MIAMI, FL 33172 (3051593-6590 11070 TECHNOLOGY DRIVE N. VENICE. FL 34275 CGI WINDOWS & DOORS ALL RIGHTS RESERVED IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" V"AtUES MAY BE USED FOR GRC%TED CMU APPLICATIONS. -ALtANCHOR-HEAD-TY2ES0AR,,,,E�> ALLOWED. CD O rr CONTENTS: 1-9. GENERAL NOTES, INSTRUCTIONS.................................G ANCHOR TYPES, TABLE 1.....................................................1 GLASS DP. TABLES 2 & 3...................................................... 2.3 ELEVATIONS, SINGLE DOOR ................................................ 2 ELEVATIONS, DOUBLE DOOR...............................................3 ELEVATIONS, DOOR WITH STOREFRONT WINDOW ......... 4-7 VERTICAL MULLION OF. TABLES 4.7................................... 4-7 HEAD/SILL CLUSTER QUANTITY, TABLES 8 & 9................. 8 MULLION ANCHOR CLUSTER DP - 114'SHIM, TABLE 10... 9 MULLION ANCHOR CLUSTER DP- 1/2" SHIM, TABLE 11... 10 JAMB ANCHOR SPACING, TABLES 12 & 13......................... 11 HORIZ. SECTIONS.................................................................. 12 VERT. SECTIONS.................................................................... 13 TRANSOM SECTIONS.............................................................14 GLAZING & IG SPACER DETAILS .......................................... 15 EXTRUSION PROFILES.......................................................... 16 PARTS LIST, TABLE 10...........................................................16 CORNER DETAILS.................................................................. 17 HARDWARE............................................................................. 18-19 Re Wn - Dew,lplion: GENERAL NOTES SE-3550 I NTS I 1 OF 19 J ROSOWSKI Dote: -TAILS - LMI 03/05/16 Dro';ng No. Rev; MD-3550.2-LM Glass Design Pressure, psf for Single Door Glass Type: A & D Door Frame Height Overall Height Door Frame Width 31-3/4' 39-112` 78" 97314" +901-90 *90F9D 84" 97-3/4' -901-90 +90/-90 90" 97-3/4' +901-90 +86.9/$8.9 97-3/4' 97-314" +90/-90 +60/-80 Glass Type: 8 & E Door Frame Height Overall Height Height Door Frame Width 39-1/2' 78' 97-3/4" -701-80 -701-80 84" 97-314" +701-80 +701-80 9w 97-3/4" +70/-80 +7g/-80 97-W4" 97-314' +701-80 -701-80 Glass Type: C & F Door Frame Height Overall —Height— Door Frame Width —51=1/2'— 78' 108' +90/-120 +901-100 120" +90/-120 -901-100 U. 108" +90/-120 -901-100 120' +90/-120 +90/-100 90' 108" +90/-120 +901-100 12U" +90/-120 +90/-100 97-314' 120" +90/420 +90/-100 108" 120' +901-100 +90/-100 120' 120' -901-100 -901-100 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ENTRY DOOR NOTES' 1. SEE SHEET 15 FOR GLAZING TYPES AND DESCRIPTIONS. EGRESS FORMULAS: SINGLE DOOR FRAME WIDTH - 6-318" = EGRESS WIDTH FRAME HEIGHT - 2-3/8' - THRESHOLD HEIGHT = EGRESS HEIGHT DLO (DAYLIGHT OPENING) FORMULAS: SINGLE DOOR FRAME WIDTH - 9-15116" = DLO WIDTH DOOR FRAME HEIGHT - 14-13116' = DLO HEIGHT TRANSOM WIDTH - 6' = DLO WIDTH TRANSOM HEIGHT - 3-3/4' = DLO HEIGHT ANCHOR REQUIRED @ 9-7/8- MAX. 17-718" ANCHOR REQUIRED MAX @ 3-7/8' MAX. O.C. , 6" MAX. _ T SEE MAX. JAMB ANCHOR O.C. SPACING ON TABLES 12 & 13 �z jI 11MAX. DLO 39Y/6" 1 MAX. DLO ~ SEE SHEET 17 FOR _ ANGLE BRACKETTO'� L -� JAMB ATTACHMENT �, 1 INSTALLATION ANGLE ANCHOR ) 3 THRU ANGLE BRACKET 51-1/2' MAX. DOOR FRAME WIDTH TYP. ELEVATION OF SINGLE DOOR WITHOUT TRANSOM 120" MAX. DOOR FRAME/ OVERALL HEIGHT ANCHOR REQUIRED @ MAX. ANCHOR REQUIREDIRED MAX' F 1O.C. @ 3-7/8- MAX. i'-- O.C. 6" MAX. H 1 r MAX. TRANSOM HEIGHT 6' MAX.O.C. REINFORCEMENT#11� REQUIRED IF USING GLASS TYPES C OR F / 120" MAX 1 / OVERALL / HEIGHT DOOR FRAME HEIGHT °EEMAX_JAMB— ANCHOR O.C. SPACING / C ON TABLES 12 & 13 1 SEE SHEET 17 FOR - ANGLE BRACKET TO JAMB ATTACHMENT 1 } I INSTALLATION ANCHOR �_ @ 3-7/8" MAX. THRU ANGLE BRACKET 51-112" MAX DOOR FRAME WIDTH DOOR FRAME HEIGHTS � OVER 97-3/4. ORDDOR , _. _ FRAME WIDTHS OVER T_YP. ELEVATION OF SINGLE 39-1/2' REQUIRE -- - sPECIALHARowARE, DOOR WITH TRANSOM SEE SHEETS 18 819. DETAIL LETTER SHEET NUMBER "VJ Commercial Revised By Dole. Revyfpn: �11 // �` NY LYNN '�. ® `• F ` Q.• .�� �� _ No. 58705•, * _ • ArCiI b' WW Revised By: Dote: Revision: CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET Description: ELEVATIONS FOR GLAZING DP, A Drawn By: J ROSOWSKI MIAMI. FL 33172 90 ,/� - ='o fi1 o: I /(`�� PREPAREDSBV:ALYNNMILLER "tic: Dole 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Q '•,. STA OF ' (941)480-1600 STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 ��c�`s •...,...... S/FCORIO, '/�NAL1 `11�\ AIiAAI AIILCER, P.E. P.E.# 58705 CGI WINDOWS & DOORS ALL RIGHTS RESERVED 5enes/Model: Scele: SE-3550 NTS Sneet: 2OF 19 Drowin9 No. MD-3550.2-LM Rev: CERT. OF AUTH. M296 Glass Design Pressure, psf for Doldlle Door Glass Type: A & D Door Frame Height Overall Height 9 Door Frame Width 60' 75-112" 78' 97-314" -901-90 -90/80 84' 97-3/4" -901-90 -901-90 90' 97-314' -901-90 +86.6186.9 973/4" 97-314" -901-90 +80/80 Glass Type: B & E Door Frame Height Overall Height Door Frame Width 80' 75-112" 76" 97-3/4' +70/80 +70/•80 84' 97-3/4" +70180 +TO/-80 90" 97-3/4" +70180 +70180 973/4" 97-3/4" +70180 +70/80 Glass Type: C & F Door Overall Door Frame Width -Fmme- Height Height 75-1/2- 994/2- 78" 100-1/4' +901-120 -90%100 120' +931-117 +901-100 84' 108-1/4" +90/-120 +90/-100 120' +90/-1 f 7 +90/-100 90" 112-1/4' +901-120 +901-100 120" -90/417 +90/-100 97-3/4" 120" +90/-120 +90%100 1 DO* 108' +901-100 +90/-100 120" 120" +901-10D +90/-100 .. I RN . .. HLLVV rIIrt -- FRAME HEIGHTS OVER 973/4". FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ANCHOR REQUIRED 17-718" _ SEE SHEET 8 FOR ANCHOR @ 9 Ire' MAX. MAX . / QUANTITY 8 O.C. SPACING ANCHORREQUIRED O.C_:T . --1 - @ 3-718" MAX. _ JJ I I I I I T) 13 I I SEE MAX. JAMB ANCHOR O.C. SPACING ON TABLES 12 & 13 105-3/16' MAX. DLO U U / 36.13/16' MAX. DLO SEE SHEET 17 FOR ANGLE BRACKET TO - --, JAMB ATTACHMENT 1 INSTALLATION ANCHOR @ 3-7/8' MAX. THRU ANGLE BRACKET SEE SHEET 8 FOR ANCHOR QUANTITY & O.C. SPACING 99-112" MAX. DOOR FRAME WIDTH ENTRY DOOR NOTES: 1. SEE SHEET 15 FOR GLAZING TYPES AND DESCRIPTIONS. EGRESS FORMULAS: DOUBLE DOOR FRAME WIDTH / 2 - 4' = EGRESS WIDTH FRAME HEIGHT - 2-3/8" - THRESHOLD HEIGHT = EGRESS HEIGHT DLO (DAYLIGHT OPENING/ FORMULAS: DOUBLE DOOR FRAME WIDTH 12 - 83/16" = DLO WIDTH DOOR FRAME HEIGHT - 14-13/16" = DLO HEIGHT TRANSOM WIDTH - 6" = DLO WIDTH TRANSOM HEIGHT- 3-3/4" = DLO HEIGHT TYP. ELEVATION OF DOUBLE DOOR WITHOUT TRANSOM i 6" MM}AX. _ I C 12 120' MAX. DOOR FRAME/ OVERALL HEIGHT ANCHOR REQUIRED @ 9.7/8' MAX. 17-718' ANCHOR REQUIRED MAX �— @ 3-7/8" MAX. O.C. _L 6" MAX. O.C. REINFORCEMENT ill' I REQUIRED IF USING GLASS TYPES C OR F A SEE MAX. JAMB ANCHOR O.C. SPACING ON TABLES 12 & 13 SEE SHEET 17 FOR ANGLE BRACKET TO JAMB ATTACHMENT 1 �/ G B 14 1 - ------- ----- I 11NSTALLATION ANCHOR -- �`E L2_ I ---- @ 3-7/8- MAX. THRU ANGLE BRACKET SEE SHEET 8 FOR I ANCHOR QUANTITY & O.C. SPACING DOOR FRAME HEIGHTS OVER 97-3/4" OR DOOR --- 75-1/2" MAX. DOOR FRAME WIDTH FRAME WIDTHS OVER 75-1/2"REQUIRE TYP. ELEVATION OF DOUBLE SPECIAL HARDWARE, SEESHEETS 18&19 DOOR WITH TRANSOM M . ArGll111t:hlrel Produets CGI C. WINDOWS AND DOORS, IN 10100 NW 25TH STREET MIAMI. FL 33172 (305)593-6590 PREPARED BY: A- LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICF FL34275 (941)480-1600 COPYRIGHT 4@ 2017 CGI WINDOWS & DOORS ALL RIGHTS RESERVED SHEET NUMBER--+`-J —DETAIL LETTER Rev,s;on: Re W.,.: ELEVATIONS FOR GLAZING DP, B I J ROSOWSKI rue: uom: STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 Series/Nasal: Scale. Sheet: Oraw�ng No. Rev: SE-3550 NTS 3 OF 19 MD-3550.2-LM 6l F T RA 42'MAX. I` TRANSOM HEIGHT I C 1 120" MAX. OVERALL HEIGHT 97-3/4 MAX.' MAX. DOOR FRAME HEIGHT .`` ONY LYNN ...... ` �'t�.•' VICENSE ''•���� �• No.58705 * STAT / F' 40 ""'%NAL �. LMhJ M1Li1 rL P.E. TART E A - Max Vertical Mullion Design Pressure, (psf) Overall Height Door + Window Frame Width No Reinforcement Aluminum Reinforcement (Part #11) HD Aluminum Reinforcement (Part 1123) Single Door without Transom 493/4' +9D/-90 +901-100 +901-120 61-314" +901-90 +90/-100 +901-120 733/4' +901-90 +90/Aco +901.120 78" 85314" +90190 +90/-100 +913/-120 973/4' +901-90 +901-100 +90/-120 109-W4" +90/-90 +90/-100 +901-120 1213/4' +86.3/36.3 +901-100 +901-120 493/4' +90/-90 +901-100 +90/7120 613/4' +901-90 +90/-100 +901-120 73314" +90/-90 +90/400 +90/•120 84' 85-3/4- +901-90 +901-100 +90/-120 973/4' +901-90 +901-100 +901-120 109.314" +89.1/-89.1 +90/-tDD +901-120 121314' +80.11410.1 +901-100 +901-120 493/4" +901-90 +90/-100 +901-120 61-3/4' +901.90 +90/400 +901-120 —733/41— t9D1-90-- +901--100--+9a=12D- 90" 853/4' +901.90 +901-100 +901-120 97-U4' +901.90 +901400 +901-120 1093/4' +83.1/413.1 +901.100 +901.120 1213/4' +90/-100 +SV420 493/4' +901.90 +01.100 +901-120 61314' +90/-90 +901-100 +901-120 73314" +90190 +90/•100 +901-120 97314" 85314' +90190 +901-100 +901.120 97-314" +86.1/A6.1 +901-100 +901-120 105-1116' +BW-80 +901-10D +90/-120 121314' _ +9D1-100 +901-120 49314" +901-100 +90/-120 61.3/4' +901-100 +901-120 733/4' +901-10D +901-120 108' 853/4' +901-100 +901-120 97-314' +901.100 +901-120 1093/4' +90/400 +901-120 121-3/4' +901-100 +901-120 49-3/4' +90/400 +901-120 613/4' +90!•100 +90/-120 733/4" ♦901.100 +90/•120 120' 853/q' +901-100 +901.120 973/4' +9D/-100 +901-120 105-Ills +90/-100 +901-120 117-1/1E +901-100 run alcca rvul anuvrn, nuunu Mir lu Incrvul nvwu�a�c WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ANCHOR REQUIRED Q 9-7/8- MAX. MAAX.X. D.C. SEE SHEETS 9 8 10 FOR ANCHOR SEE SHEETS 9 8 10 FOR ANCHOR ANCHOR D ,i�PATTERN, QUANTITY & SPACING PATTERN, QUANTITY & SPACING REQUIRED aQ 34/8"MAX. '----------T - 4'--I--'t"I'-------ll---------ri I 6'MAx �-- 1�-- T-T-------- - - DOOR ATTACHED II I I II I i STOREFRONT II I II I I WINDOW, II I I III i SEE SEPARATE I I I — - I 114" NUT & BOLT, I I 1 1/4" NUT & BOLT, I APPROVAL FOR I I I 1 SEE MAX. JAMB 24" FROM EACH END III 24SPECIFICATIONS: ' FROM EACH END I I I I I III I I I ANCHOR O.C. SPACING I AND 24" MAX O.C. III AND 24' MAX O.C. I II 1 ON TABLES 12 & 13 I III 1 / I j OVERALL HEIGHT I J II I / II I II I II I 1 1 / III 1 DOOR 120" MAX. I I I I I II I DOOR SEE TABLE 4. III OVERALL FRAME 1 11 I I III HEIGHT HEIGHT I II I 1 THIS SHEET FOR I I I I I I I REINFORCEMENT III 24" MAX I I I I O II I II I I TYPE — q1- 1 / I ATTACHED II I 6'"MAX- '-- �_ j STOREFRONT II 1 1--."._____ ..__ _ . I WINDOW, SEE MAX. JAMB SEE SEPARATE I I i ANCHOR O.C. SPACING ON LIS KNEEWALLAPPROVALFOR TABLES 12 & 13, USE HEIGHT I I I SEE SHEET 17 FOR I SPECIFICATIONS I I I KNEEWALL HEIGHT CKNEXISTING SEE BY ANGLE BRACKETTO j I - OTHERS JAMB ATTACHMENT �r 1 r t--I---I-�L-----1J �-_ - r--1 --- [-_Zr I I 11NSTALLATION ANCHOR j" -J �13 �__ ________-J L,___.__ 3-7/8" MAX. SEE SHEETS 9 & 1D FOR SEE SHEETS 9 & FOR THRU ANGLE __ 51-1/2' MAX. ANCHOR PATTERN, BRACKET DOOR FRAME WIDTH ANCHOR PATTERN, QUANTITY & SPACING QUANTITY 8 SPACING -------- DOOR -WINDOW FRAME WIDTH ---- DOOR FRAME HEIGHTS DOOR+ WINDOW FRAME WIDTH OVER 97-3/11 OR DOOR L TYP. ELEVATION OF SINGLE I FRAMEWIDTHSOVER TYP. ELEVATION OF DOOR WITHOUT TRANSOM SPECIAL HARDWARE. KNEEWALL INSTALLATION SEE SHEETS 18 & 19_ (OTHER DOOR TYPES SIMILAR) ENTRY DOOR NOTES: 1. SEE SHEET 2 FOR EGRESS & DLO FORMULAS. 2. SEE SHEETS 2 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. STOREFRONT WINDOW NOTES: 1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. 2. IF A SERIES OF STOREFRONT WINDOWS ARE USED, USE ONLY 1 WINDOW DIRECTLY ADJACENT TO THE DOOR IN DETERMINING THE DOOR+ WINDOW FRAME WIDTH. 3. IF STOREFRONT WINDOWS ARE USED ON BOTH SIDES OF A DOOR (EX. OXO), DETERMINE THE DOOR + WINDOW FRAME WIDTH USING THE WIDER WINDOW. 4. THE LESSER DESIGN PRESSURE OF THE DOOR OR STOREFRONT WINDOW SHALL V Commercial y AmhitDchtRil Products CGI WINDOWS AND DOORS. INC. 10100 NW 25TH STREET MIAMI. FL 33172 PREPARED SY: A LYNN MILLER 1070 TECHNOLOGY DRNE N. VENICE. FIL 34275 I CGI WINDOWS & DOORS I SHEET NLIMBER—"�J DETAIL LETTER Revision: ELEVATIONS FOR MULLION DP, A I J ROSOWSKI )REFRONT ENTRANCE DOOR DETAILS - LMI 03/05/16 10.M: I $Cole: $heel: Orawin9 No. Rev. SE-3550 NTS 4 OF 19 MD-3550.2-LM ����0" \GENSF ••%C No.58705 - p . ir_ ..FLORIOP. ' C, SS�ONAI E\ A Luv.ILLER. P.E. Max Vertical Mullion Design Pressure, (pso Overall Height Door + Window Frame Width No Reinforcement Aluminum Reinforcement (Part #11) HD Aluminum Reinforcement (Part 423) Single Door with Transom 49-3/4' +90/-90 +901-100 +901-120 61-3/4' +901-90 +901AD0 +901-12D 733/4' +901-90 +901.100 +901-120 78' 853/4' +90/490 +901-100 +90/420 97-314" +90490 +901-100 +901.120 109314' +90130 +901-10D +90/-120 121314' +86.3/36.3 +901-100 +901.120 49314" +901.90 +901-100 +901-120 61 V4" +901-90 +901-100 +901-12D 73314' +901.90 +90/-100 +90/-120 84" 85-W4' +901-90 +901-100 +901-120 97-3/4" +90/-90 +901-100 +90/420 109314' +89.1/39.1 +90/-100 +901-120 1213/4' +BD.1130.1 +901.100 +9D1-120 49314' +901-90 +901-100 +901:120 61-W4' +9W-90 +901-100 +90/-120 73314' _ +90/-90 +90/-100 +90/420 90" 853/4' +90f-90 +901-100 +90/-120 973/4' +901-90 +901-100 +90/-120 1093/4' +83.1/A3.1 +901-100 +90/420 1213/4' +901.100 +901-120 493/4' +901-90 +901-100 +901-120 61314" +901-90 +9W-100 +901-120 733/4' +901-90 +SW-100 +901-120 97.3/4' 85-3/4' +901-90 +90/-100 j +93/-120 973/4' +86.11-86.1 +901-100 +90/420 105-1/16" +80/30 +901-100 +901-120 1213/4' +901-100 +- - f 120 493/4' +90/400 +901-120 613/4' +901-100 +901-120 73314' +901-100 +901-120 108' 853/4' +901-100 +901.120 97-3/4' +901-100 +901-120 109-3/4' +901-100 +901-120 121-314" +901-100 +90/-120 493/4' +901-100 +901-120 61314' +90/400 +90/-120 733/4' +901-100 +901-120 120' 85314" +901-100 +90/-120 97314" +901-100 +90/-120 105-1/16' +901.100 +90/-120 117-1/16- +90/-100 ANCHOR REQUIRED @ 9-7/8' MAX. ANCHOR REQUIRED X. O.C. SEE SHEETS 9 8 10 FOR ANCHOR MAX.O' A PATTERN, QUANTITY & SPACING @ 3-718' A1AX. - -- - 13 --- �--I--4' --------Tn 6"MAX. 4-.__I__1F_-______11 1 n--T--�--------ill I I 142" MAX. TRANSOM i 14 li i HEIGHT _ u __1T 6" MAX. O.C. i 1___ _ SEE TABLE_ 5, 1 1 THIS SHEET FOR REINFORCEMENT#11 REINFORCEMENT II I TYPE I I II I REQUIRED IF USING TYPES GLASS TYPES C OR F I I I A r�.. lrr\ I II I 120" MAX. I I I OVERALL SEE MAX. JAMB ANCHOR O.C. SPACING ON TABLES 12 & 13 1 1l4" NUT & BOLT, 11 1 HEIGHT 124" FROM EACH END I I I 97.3/4' 1 AND 24" MAX O.C. I I MAX 'I O I DOOR FRAME ATTACHED it 1 �j 1 STOREFRONT II 1 WINDOW, II I j SEE SEPARATE I I I I APPROVAL FOR I I I SEE SHEET 17 FOR 1 SPECIFICATIONS 11 1 ANGLE BRACKET TO - _-, r _ _ _ _ II I t-1---r .q - -- H 1 JAMB ATTACHMENT� r- 1--- r-_Ti ----- 11� INSTALLATION ANCHOR _ -� J L I J @ 3-7/8' MAX. MAX SEE SHEETS 9 & 10 FOR THRU ANGLE 61 1l2" ANCHOR PATTERN, BRACKET DOOR FRAME WIDTH QUANTITY &SPACING R FRAME WIDTHS DOOR -WINDOW FRAME WIDTH FDI,157' ER 39-1/2'REQUIRE TYP. ELEVATION OF SINGLE ECIAL HARDWARE, EESHEETSI8&19. DOOR WITH TRANSOM SHEET NLIMBER— I #V DETAIL LETTER FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7 COmmerdal Revised By: D.re Revsfan: ����' NY LYN/y `�� •' M/( �� '• 't \CENS E' ENTRY DOOR NOTES: V • Afdttlechlrel PfOdUC19 Revised By: Dole: aevrsro.: WINDOWS AND DOORS. INC. 1. SEE SHEET 2 FOR EGRESS & DLO FORMULAS. PRESSURE BASED ON GLASS TYPE. No. 58705 2. SEE SHEET 2 FOR ADDITIONAL DESIGN LIMITS STOREFRONT WINDOW NOTES: 10100 NW 25TH STREET:� 101 MIAMI. FL 33172 (305)593-6590 0 . :Pilo., Drawn By: 1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. 2. IF A SERIES OF STOREFRONT WINDOWS ARE USED. USE ONLY 1 WINDOW DIRECTLY ELEVATIONS FOR MULLION DP, B J ROSOWSKI % �% ••'._ ,�� �� PREPARED BY: A. LYNN MILLER ADJACENTTO THE DOOR IN DETERMINING THE DOOR+ WINDOWFRAME WIDTH. 3 NT WINDOWS ARE USED ON BOTH SIDES OF A DOOR (EX. OXO), 1070 TECHNOLOGY DRIVE N. N480-1 ICE. FL 5 �Q/, C) S �.(�'• true: note: DETERMINEIF DOOR + WIDOW FRAME WIDTH USING THE WIDER WINDOW. OW. (9411 STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 �'S'%NAL E?GLORIO \?` COPYRIGHRIGHT92017 CGI WINDOWS & DOORS Series .wooer: Scale: / Sheen Oranm No. s 4. THE LESSER DESIGN PRESSURE OF THE DOOR OR STOREFRONT WINDOW SHALL I 1 I I I I I 1 L GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. 5. SEE SHEET 4 FOR INSTALLATION TO KNEEWALL. ALL RIGHTS RESERVED «I— SE-3550 NTS 5 OF 19 MD-3550.2-LM A. LYNN MILLER. P.E. P F M 5e7.5 TABLE 6: Max Vertical Mullion Design Pressure, (psf) Overall Height 9 Door + Window Frame Width No Reinforcement Aluminum Reinforcement (Part #11) HO Aluminum Reinforcement (Pert 623) Double Door without Transom 86-518' +901-90 +901-100 +901-120 110.518' +901-SD +901-100 +901.120 122-518' +SW -SD +90/-10D +901.120 78' 134-618" +901-9D +90/-100 +901-120 146-5/8' +901.90 +90/-1 D0 +90/-120 15&S18' +901-90 +90/-100 +9D/-120 17&5f8' +86.31-86.3 +901-100 +901-120 86-518" +901-90 +901-100 +901-120 110.5/8' +90190 +901-100 +90/-120 122-518' +901-90 +90/-1D0 ♦901-120 84" 134-518' *901.90 +90/-1D0 +901-120 146-5/8' +901-90 +901-1 DO +901.120 158-518, +69.11-89.1 +901-10D +901-120 17D-Wa" +60.11-80.1 +901-100 +901-120 86-518' +901-90 +90/-1D0 +901-120 110-5/8, +901-90 +90/-100 +901-120 —122=518' — —+90/90-- —+90/400— —+9W420- 90' 134.518' +901.90 +90/400 +90/-120 146-5/B" +90/-90 +901-100 +9D/-120 158-518, +83.11-83.1 +901-100 1 +90/-120 170-5/8' +8D1-100 +90/-120 86-518" +901-90 +9D/-100 +90/-120 11D-5/8' +90/-90 +901-100 -901.120 122-5/8' +901-90 +901-100 +90/-120 97-314" 134-5/8' +90/-90 +901-100 +901-120 146-5/8' +86.11-86.1 +901.100 +901.120 153.71W +60/-80 +901-100 +901-120 170-5/8' +901-100 +90/-120 86-518' +90/-100 +901-120 11D-5/8' +901-100 +90/420 122.518" +901-100 +GW-120 108' 134-5/8' +901-100 +901-120 146-5/8' +901-100 +901-120 158.518' +901-100 +90/-120 170-W8" +901.100 +90/420 86-518' +90/-100 +901-120 110-518, +9D/-100 +90/-120 122-518" +901-100 +901.120 120' 134-518' +9B1-100 +901-120 146-5/8' +90/-100 +90f-120 153-7/8' +91)/-100 +901-120 165.7/8' +9D/-100 +9W-100 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ENTRY DOOR NOTES: 1. SEE SHEET 3 FOR EGRESS & DLO FORMULAS. 2. SEE SHEET 3 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. STOREFRONT WINDOW NOTES: 1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. 2. IF A SERIES OF STOREFRONT WINDOWS ARE USED, USE ONLY 1 WINDOW DIRECTLY ADJACENT TO THE DOOR IN DETERMINING THE DOOR+ WINDOW FRAME WIDTH. 3. IF STOREFRONT WINDOWS ARE USED ON BOTH SIDES OF A DOOR (EX. OXO), DETERMINE THE DOOR+ WINDOW FRAME WIDTH USING THE WIDER WINDOW. 4. THE LESSER DESIGN PRESSURE OF THE DOOR OR STOREFRONT WINDOW SHALL GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. 5. SEE SHEET 4 FOR INSTALLATION TO KNEEWALL. ANCHOR REQUIRED @ 9-718' MAX. ANCHOR REQUIRED @ 3-7/8' MAX. 6' MAX. i i SEE MAX. JAMB ANCHOR O.C. SPACING ON TABLES 12 & 13 OVER 97-3/4' OR DOOR FRAME WIDTHS OVER 75-1/2" REQUIRE SPECIAL HARDWARE, SEE SHEETS 18 & 19. SEE SHEET 17 FOR ANGLE BRACKET TO JAMB ATTACHMENT INSTALL 1 ANCHOR @ 3-7/8- MAX. THRU ANGLE BRACKET SEE SHEET 8 FOR ANCHOR 17 718' QUANTITY 8 O.C. SPACING MAX III i SEE SHEETS 9 & 10 FOR ANCHOR O.C. I---� — PATTERN, QUANTITY& SPACING fl! -- ' r-7--r1L-------- B 12 I nI I II I I II I I II I II I I 114" NUT 8 BOLT, I I I 24' FROM EACH END I I I j AND 24' MAX O.C. I I I I nI 14 II I I I I I 120" MAX. SEE TABLE fi, I DOOR 1 THIS SHEET FOR FRAME/ I REINFORCEMENT II I OVERALL TYPE I I I HEIGHT I a nI I ATTACHED j STOREFRONT I WINDOW, II I SEE SEPARATE APPROVALFOR III I SPECIFICATIONS II I I II I I II I I II I r-------------JIt r=1�= = -- I - ---� __ SEE SHEET 8 FOR SEE SHEETS 9 & 10 FOR ANCHOR QUANTITY ANCHOR PATTERN, & O.C. SPACING QUANTITY & SPACING �-- 99-1/2" MAX. DOOR FRAME WIDTH DOOR + WINDOW FRAME WIDTH TYP. ELEVATION OF DOUBLE DOOR WITHOUT TRANSOM, ATTACHED_ TO STOREFRONT WINDOW SHEET NIJMBER--J TV L LETTER R-irs[— (Commercial AMhft aqua Produt:ta Rerlsed By: I D.1eIReu sion: CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET MIAMI. FL 33172 Dcso;yl.o� : Droxn By: 90 PREPARED BY: A LYNN MILLER ELEVATIONS FOR MULLION DP, C J ROSOWSKI PREP 1070 TECHNOLOGY DRIVE l.Ilc. (sa,l4sa3— N41)480tlwo E,FL37275 STOREFRONT ENTRANCE DOOR DETAILS - LM 03(05/16 CGI WINDOWS & DOORS ISeries/Model: Sco1c: sheet Drawing No. ALL RIGHTS RESERVED SE-3550 NTS 6 OF 19 MD-3550.2-LM 1l1I III l/1, 10ENS * : No.58705 ••• /STA �i��` •'•.Fl OR1DP.•' CN NAL11111%1E 11� � A. LYNN MILLER. P.E. TABLE 7: Max Vertical Mullion Design Pressure, (pso Oeerall Height Door + Window Frame Width No Reinforcement Aluminum Reinforcement (Part #11) HD Aluminum Reinforcement (Part#23) DOW11e Door with Tnmaorn 60-5116 +901-90 +901-100 +90/-120 76-5116 +901-90 +901.100 +901-120 92-3116' 4901-90 +90)-100 +901-120 715' 1043/16" +90/S0 +901-100 +901-120 1163/16° +901-90 +901-100 +901.120 1283J1fi +901-90 +9D1-100 +901-120 140-311fi' +86.3/-86.3 +901-100 +901-120 60-5116° +90/_90 +901-100 +901-120 76-5116' +901.90 +90/-100 +90/-120 92.3116" +90/-90 +901-100 +901-120 84" 1043116' +901-90 +901-100 +901.120 1163116. +901-90 +901-100 +901-120 1283116' +89.1149.1 +901-100 +901-120 1403116" +80.11-80.1 +901-100 +901-120 60.5116, +901-90 +901-100 +901-120 76-5/16' +901-90 +901-100 +90/-120 923/16' +90/-90 +90/400 +90/-120- 90' 1043/16' +901-90 +901-100 +901-120 1163116' +901-90 +901-1oo +901-120 1283116' +83.11.83.1 +901-100 +901-120 140.3116' +901-1DD +901-120 6D-5116° +901-90 +901-100 +901-120 76-5116 +901-90 +901-100 +90/-120 92-3116' +901.90 +901-100 +90/-120 97-3/4' 1043116" +90/-90 +901-100 +901-120 116.3116' +B6.1/-86.1 +901-100 +9W-120 123-1/7 +801-80 +901.100 +901-120 1403/16' +9D1-100 +901.120 60-5116' +90/-100 +901-120 76-5116° +901400 +901-120 923116' +901-100 +9W-120 108" 1043/16' +901-100 +901-120 1163116' +90/-100 +901-120 1283116' +901400 +901-120 1403116" +901.100 +901-120 60-5116' +901-100 +901-120 76.5/16' +901-100 +90/-120 92-3116" +901-100 +90/-120 120' 104-3/16" +901-100 +901-120 11"16" +90/-100 +90/-120 123-1/4' +901.100 +90/-120 135-1/2' +90,1-100 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ENTRY DOOR NOTES: 1. SEE SHEET 3 FOR EGRESS & DLO FORMULAS. 2. SEE SHEET 3 FOR ADDITIONAL DESIGN PRESSURE LIMITS BASED ON GLASS TYPE. STOREFRONT WINDOW NOTES: 1. SEE SEPARATE APPROVAL FOR STOREFRONT WINDOW SPECIFICATIONS. 2. IF A SERIES OF STOREFRONT WINDOWS ARE USED, USE ONLY 1 WINDOW DIRECTLY ADJACENT TO THE DOOR IN DETERMINING THE DOOR + WINDOW FRAME WIDTH. 3. IF STOREFRONT WINDOWS ARE USED ON BOTH SIDES OF A DOOR (EX. OXO), DETERMINE THE DOOR + WINDOW FRAME WIDTH USING THE WIDER WINDOW. 4. THE LESSER DESIGN PRESSURE OF THE DOOR OR STOREFRONT WINDOW SHALL GOVERN THE DESIGN PRESSURE FOR THE ENTIRE ASSEMBLY. 5. SEE SHEET 4 FOR INSTALLATION TO KNEEWALL. ANCHOR REQUIRED Q 9.718° MAX. ANCHOR REQUIRED (� 3-71W MAX. J1 .1- 6" MAX. O.C. REINFORCEMENT#11 REQUIRED IF USING GLASS TYPES C OR F A �2 SEE MAX. JAMB ANCHOR O.C. SPACING ON TABLES 12 8 13 DOOR FRAME WIDTHS I OVER 39-112" REQUIRE BPECIAL HARDWARE, SEE SHEETS 18 8 19. SEE SHEET 17 FOR ANGLE BRACKET TO JAMB ATTACHMENT 17-718" SEE SHEETS 9 & 10 FOR ANCHOR MAX. PATTERN, QUANTITY & SPACING J O.C. I _. ____- r- - - I J. -1--t--IJ-------- j1 I 42" MAX 1 TRANSOM HEIGHT II I SEE TABLE 7, � I I THIS SHEET FOR i I REINFORCEMENT II I TYPE I I II I J II I 14 / III I I I 120' MAX. OVERALL - HEIGHT 1/4' NUT &BOLT, I I I 97-3/4" MAX 24' FROM EACH ENO 11 I O AND 24" MAX O.C. I I I FRAME ATTACHED II 1 STOREFRONT 11 WINDOW, II I SEE SEPARATE APPROVALFOR II 1 SPECIFICATIONS II I II 1 _ --- -4 I T-- - y---F-TL ___ _ I I I r--I-r-11 - - INSTALL 1 ANCHOR J E Q 3-718' MAX. THRU ANGLE SEE SHEET 8 FOR SEE SHEETS 9 & 10 FORTITY BRACKET ANCHOR QUANANCHOR PATTERN, 8 O.C. SPACING QUANTITY 8 SPACING 75-1/2' MAX. DOOR FRAME WIDTH -- -- DOOR+ WINDOW FRAME WIDTH — G B 4 12 TYP. ELEVATION OF DOUBLE DOOR_ WITH TRANSOM, ATTACHED TO STOREFRONT WINDOW SHEET NUMBER-1 EP LLETTER R-is;— CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET MIAMI. FL 33172 Description: Drawn By. ELEVATIONS FOR MULLION DP, D J ROSOWSKI PREPREPARREDEDBB0Y: A LYNN MILLER P 1070 TECHNOLOGY DRIVE Tile: Dote: N. VENICE, FL 34275 (941)4so-leap STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 CGI WINDOWS 3 DOORS I SeriesIU der: Scole: sneer: prormg No. ALL RIGHTS RESERVED SE-3550 NTS 7 OF 19 MD-3550.2-LM aNV LYN)V ` ��'t`A.•' �10ENSe •'' 1�op NO.58705 �STI� fL/ O��ss/FLORID ANAL•1111�` A. LtA1,1411- ER P.E. P.E.# 58705 W90M lm l M-Z'099E-0N 1. 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VENICE, FL U275 (941)480-1600 COPYRIGHT02017 I CGI WINDOWS AND DOORS. INC. CGI WINDOWS & DOORS 10100 NW 25TH STREET ALL RIGHTS RESERVED MIAMI, FL 33172 11 CLUSTER ANCHORS, MULL, 1/2" SHIM 1641 J ROSOWSKI 1'l ENTRANCE DOOR DETAILS - LM SE-3550 I °I NTS 1.=110 OF 1 03/05/16 EMBEDMENT EDGE I' ' DISTANCE' TYP. ANCHOR TYPE, /. •° EMBEDMENT AND EDGE ' DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 ° 1X OR 2X WOOD BUCKSTRIP,--•-a--�-- SEE NOTE 4, SHEET 1 ' CONCRETE/CMU PER ANCHOR REQUIREMENT 112' MAX. EMBEDMENT - T EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL _l Dom_ B THRU 1X WOOD MEETING STILES INTO MASONRY ------------------------ / ls� B� +r-, 1OPTIONAL PANIC BAR + 1 + - - ��`--J- ------J ----------------------'r----2-59 ---- '65�OPTIONAL lr��—-I_I/—• I _6 'l �J3-POINT LOCK -Z) 45 55 564�OPTIONAL (2 2 rLAMI IG GLASS r (431 DETAIL A2 INTO 2X WOOD DE_T_AIL_C1 1 INTO METAL v2' MAX. - EDGE DISTANCE J _ _ _ _ _ '� \ TYP. ANCHOR TYPE, EMBEDIVENTAND _ fiO I- ' \-EDGE DISTANCE IS NC SEE TABLE 1, SHEET I SUBS 1 I� -- L_J ---- _ - _ --- DADE APPROVED --'--J- \' MULLION, FBC COMPLIANT �59 DAYLIGHT 43 48 X 314`/ / 31)OPTIONAL 62 7 MIN. 7 LONG \�- 1) EXT R. Q ALUMINUM/STEEL OPENINGWIDTH SMS 15 EMBEDMENT-r1 FRAMING OR I STEEL STUD. MAY ------- --- DOOR FRAME WIDTH ------- - - - - - - - - --------- - BE VERTICAL OR HORIZONTAL SEC-T-ION-(DOUBL-E-DOOR) SUB TRAAL.SEE PROPERTIES, TABLE 1, SHEET 1 �DETA CLI CLI 2 INTO MASONRY 1/2' MAX. — ------------------- - r + l OPTIONAL 6B 69 PANIC BAR 1t ----�---'-----•-------------ter 9 - 1 --- {-- 43 i i J3 i /OPTIONAL 21 i LAM[IG GLASS 12'MAX. --� \--- 59 _I DAYLIGHT--`--(43 57 OPENING WIDTH DOOR FRAME WIDTH HORIZONTAL SECTION (SINGLE DOOR) NOTES: 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1. SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. EXTERIOR V EMBEDMENT . T EDGE DISTANCE TYP. ANCHOR TYPE, \— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 • CONCRETE/CMU PER ANCHOR REQUIREMENT Commercial .� \x •LYNMi�� ,, .•' V ENSF ArchiMral Products �•t ® :•�'�_ - No. 58705 - * CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET : �� •� �� _ MIAMI. FL 33172 (305)693-6590 PREPARED BY: A LYNN MILLER 1070 TECHNOLOGY DRIVE •-.FLORIOP.•�`�, N. VENICE. FL�275 (s 1)4807600 fN1A1LE`0,�` l CGIWINCOPYRDOW58D ORS A LY1NN ILLER. P.E. ALL RIGHTS RESERVED Revision. Re.. -.on ^ Ptron: u+ux„ eY HORIZONTAL X-SECTION J ROSOWSKI T;:+e w;e: STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 Series/NOCCI. Sca'e: Sneel: U'ax;ng No. - +. SE-3550 NTS 12 OF 19 MD-3550.2-LM CONCRETE/CMU PERANCHOR — REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 112" MAX. DAYLIGHT OPENING HEIGHT J_ DOOR FRAME/ )VERALL HEIGHT OPT. 10• ADA BOTTOM RAIL, #1 B. (STANDARD BOTTOM RAIL SHOWN) I DETAIL D1 DETAIL DETAIL D3 DETAIL D4' THRU 1X WOOD INTO WOOD J INTO MASONRY INTO METAL INTO MASONRY DADE APPROVED MULLION, FBC EDGE 2X WOOD BUCKSTRIP COMPLIANT ALUMINUM/STEEL FRAMING DISTANCE OR FRAMING. SEE EDGE CONCRETE/CMU PER EDGE OR STEEL STUD. MAY BE VERTICAL OR — ANCHOR NOTE 3, _ S o SHEET 1 . DISTANCE 1 ANCHOR REQUIREMENT DISTANCE HORIZONTAL. SEE SUBSTRATE I PROPERTIES, TABLE 1, SHEET 1 _ EDGE DISTANCE ' EMBEDMENT �� - -- -- Ij - _ EMBEDMENT p EMBEDMENT / (— EMBEDMENT 8 10 F MAX. MAX. MAX. .� TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE _ EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE EXTERIOR EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE EXTERIOR a EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 52 TABLE 1. SHEET 1 51 TABLE 1, SHEET 1 52 TABLE 1, SHEET 1 ,J 12 EXTERIOR - -- —NOTES: - 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL 21 ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X VERTICAL ARE 1-1/2•THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SECTION WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF (DOOR) THE ENGINEER OR ARCHITECT OF RECORD. *SEE SHEET 17 FOR REQUIRED ATTACHMENT OF THRESHOLD ANGLE 14 �� DETAIL E1 INTO MASONRY REFER TO TYP. ANCHOR TYPE, SHEETS 18 & 19 EMBEDMENTAND HROW EDGE DISTANCE PER ENTS SUBSTRATE,SEE 66B,2B1/2• TABLE 1. SHEET 1 MAX. SHIM OR 5 KSI NON- SHRINK, L NON-METALLIC GROUT, FULLLENGTH SADDLE15'THRESHOLD 114" HEIGHT 14'-� I r EMBED-- ID •• o v MENT Water -Limited (+) DP Nominal Sill Part Max. (+) DP Limitations Height # Allowed 1/4' Not Rated Overhang always required. (Saddle 15 for Water Not available for Single Door sizes Threshold) Infiltration over 39-1/2' x 9734' - Double Door sizes over 75-112" x 97-314". 1/2 14916 +20 psf WateNimited to a positive Design (ADA Threshold) Pressure of+20.0 pal for Single Door sizes over 39.1/2' x 9734' Or Double Door sizes over 75-112• x 148 17 +50 psf 3' 14 8 18 +80 Pat 97-3/4'. TIr ] r DETAIL E2 I 293• TYP. ANCHOR TYPE, EMBEDMENT 2. 921' � j .050' INTO WOOD AND EDGE DISTANCE PER 1.421• 1ff �T_ • -� SUBSTRATE, SEE TABLE 1, SHEET 1 .063" TTi }--1�, .063'� } I 18 117 SHOWN 2.239" I 2.032" #1fi-17 ALSO APPLY 2.239' --1 CONSTRAINTS 17 TSON PARTS 1SAB. 1J FOR DESIGN PRESSURE 3•TCOVER LD 1 1�`HOLD COVER16 ADA COVER THRESHOLD SEE TABLE 14, THIS SHEET. (3-TOTAL SILL HEIGHT) (1-1/2• TOTAL SILL HEIGHT) (1/2-TOTAL SILL HEIGHT) II \1t111 I 1 // Revrsed By: Dote: Revrsron: 3 =TOTAL ���` ANY LYN/y� ��i� Commercial :T I SILL HEIGHT �` •�a.•'�10EN$F'•%�i �oAlchlfeehlfel P(oduc� Revrsed By. Dole: Revrs�on: CGI WINDOWS AND DOORS, INC. _ No. 58705 10100 NW 25TH STREET *' MIAMI, FL 33172 (3051593.6590 Description 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, TABLE 14 MUST BE USED TO DETERMINE THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR AN OVERHANG IS AS PER FIG 1, ANY THRESHOLD MAY BE USED. CONCRETEICMU PER, v �. EDGE •� 2X WOOD BUCKSTRIP OR FRAMING, ANCHOR REQUIREMENT DISTANCE SEE ANCHOR NOTE 3. SHEET 1 I DOORASSEMBLIES INSTALLED WHERE THE 2 OVERHANG (OH) LENGTH t!r IS EQUAL TO OR W GREATER THAN THE OVERHANG HEIGHT IS O EXEMPTED FROM WATER INFILTRATION RESISTANCE. EMBED-•�� • jr PREPARED BY: ALYNNMILL ER VERTICAL X-SECTION J ROSOWSKI MENT 0 •, A ' : •�tG/` 1070 TECHNOLOGY DRIVE Title: Cote: (q VENICE.0034275 STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 EDGE NAL (gat CGI WINDO SB DOORS Serres/Model: Scale: Sneer: D_;" No. Rev: DISTANCE A.i�M•ty4lllER.b.E. ALL RIGHTS RESERVED SE-3550 NTS 13 OF 19 MD-3550.2-LMit TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 -DETAIL F' INTO MASONRY i 112" MAX. EXTERIOR TRANSOM HEIGHT 9 OVERALL HEIGHT CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE I • ' EMBEDMENT II VERTICAL SECTION -(-TRANSOM)— j THIS DOOR SYSTEM 1 MAY BE USED WITH ANY COMPATIBLE CGI-COMMERCIAL STOREFRONT —WINDOWSYSTEM— (SS3520 TRANSOM SHOWN AS EXAMPLE) LJ C 8 r 711 r (L- Tn I� 11 DETAILG REINFORCEMENT 911 REQUIRED FOR ALL DOORS USING GLASS TYPES CORF VERTICAL SECTION (DOOR HEAD) DOOR FRAMEL/_<D HEIGHT _ ( DETAIL H THRU 1X WOOD REINFORCEMENT #11 OR #23 EMBEDMENT -- INTO MASONRY REQUIRED FOR ALL DOORS j NO REINFORCEMENT USING GLASS TYPES C OR F T - REQUIRED IN JAMBS 1/4" NUT 8 BOLT, 24" MAX. EDGE ° ATTACHED TO FROM TOP OF FRAME, DISTANCE' SUBSTRATE REQUIRED FOR TRANSOM HEIGHTS OVER 22.1/4' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE I 2D I #10 X 3/4" PH SMS, 3" DISTANCE PER SUBSTRATE, FROM EACH END AND B-1/8' MAX O.C. SEE TABLE 1, SHEET 1 I OR 2X WOOD BUCKSTRIP, SEE NOTE 4, SHEET 1 CONCRETE/CMU PER ,` li ANCHOR REQUIREMENT �` .as_ ---�� COMPATIBLE - —�-I — 1/2"MAX. U CGI-COMERCIAL STOREFRONMWINDOW 3 SYSTEM TRANSOM WIDTH EXTERIOR V L_ -J 2) 43 NOTES: ' 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL I ANCHOR HEAD TYPES ARE ALLOWED. I EXT� R ! 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE — INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X L L I ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, TRANSOM JAMB REINFORCEMENT #11 OR #23 11 REQUIRED FOR ALL DOORS USING GLASS TYPES C OR F 1314" ATTACHED STOREFRONT TI 3/8' I ° WINDOW, I !I SEE SEPARATE I APPROVALFOR SPECIFICATIONS ---- -- --, HORIZONTAL SECTION (DOOR TO STOREFRONT WINDOW II111 LYNIy,y,%� Commercial ® Architectural Products ` Q., • .F`� m No.58705 CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET WAN. FL 33172 (,l� • ((� ��Q� •.•T)TAT (305)593-6590 PREPARED BY: A LYNN MILLER OF``((7 ` 1070 TECHNOLOGY DRIVE '•.!OR1OP`. •'• \cam` �ss •....... N. VENICE. FL 34275 (941)48D-1600 TONAL //TIIII I11111` COPYRIGHT02017 CGI WINDOWS 6 DOORS A. LYNN MILLER P.E. P EN 58705 ALL RIGHTS RESERVED CFRT_ OF AUTH_ 929M DETAIL - TRANSOM TO STOREFRONT WINDOW , ATTACHED 1 STOREFRONT II WINDOW, I J SEE SEPARATE I ° u APPROVALFOR i 1 �I u N II SPECIFICATIONS I Ij� II !n; Jft I I LTRANSOM TO STOREFRONT WIN —�{ 1.223' I I 1.110' ►— 4.541- 4.690" I 11 ALUMINUM 3HD ALUMINUM REINFORCEMENT REINFORCEMENT R—ii— Dc$cnpl:Gn: ll9wltly' TRANSOM X-SECTION P ROSOWSKI Title: Dule: STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 SE-3550 NTS 1 14 OF 19 1 M8 9-3550.2-1-M O01 9/16" LAMINATED 114" ANNEALED GLASS STACK GLASS -�,�f .090" SG--i_ 114" ANNEALED 1 43 !GLASS 11/16" GLASS BITE 44/---i EXTERIOR a GLASS TYPE A 9/16" LAMINATED 1/4'HEAT- I GLASS STACK STRENGTHENED_—_ - GLASS 1/4' HEAT- .090'SG—_- STRENGTHENED 43 - I GLASS 17118' GLASS BITE EXTERIOR GLASS TYPE C 1-3/16'I.G. 9/16' LAMINATED GLASS STACK GLASS STACK I 1/4' HEAT - STRENGTHENED GLASS � I � 1,7/16' AIRSPACE .090'PVB rl 1/4'TEMPEREI J_ 43 GLASS 11/16' GLASS 44 BITE _ 9/16" LAMINATED 1/4" HEAT- GLASS STACK STRENGTHENED GLASS 1/4'HEAT- D90'P3VVI3 _- STRENGTHENED 1 CJ •,/ GLASS 11/16'GLASS 44 — '0 BITE ;. 40 - EXTERIOR a -�- - GLASS TYPE B 1.3/16" I.G. 9/16" LAMINATED GLASS STACK GLASS STACK 1/4" ANNEALED GLASS <7/16"_AIRSEACE_ •" 1 .090' SG i 1/4' TEMPERED GLASS 11/16' GLASS 44 — BITE 41 3� EXTERIOR a 9116'LAMINATED _ I GLASS STACK I- 1-3116' I.G. GLASS STACK 1/4' HEAT - STRENGTHENED T I I GLASS 7H6"AIRSPACE SG 1/4' TEMPERED .090' 43 � I�GLASS Ir 11116" GLASS 44 BITE EXTERIOR EXTERIOR I a a ��. GLASS TYPE E GLASS TYPE F NOTES_ 1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED DOOR PANEL AND TRANSOM SIZES. 'PVB' =.090' TROSIFOLe) PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG' = .090' SENTRYGLAS40 INTERLAYER BY KURARAY AMERICA, INC. SILICONE STRUCTURAL tl4' NOM. POLYISOBUTYLENE %� - WITH DESICCANT \ 1 INT. GLASS-- I / ' -EXT. GLASS 36 KODISPACE@ 4SG TPS STRUCTURAL SILICONE FOAM WITH DESICCANT INT. GLASS-„ HOT -MELT BUTYL -- 3/16" NOM. C// i � EXT. GLASS @)SUPER SPACERO NXT 1M ALUMINUM REINFORCEMENT P_OLY1S0- `- DESICCANT FILL AREA BUTYLENE 5/16' NOM. 5116" NOM.-> SEAL I BUTYL & SILICONE SEAL DESICCV/�'/�EXT.GLASS ROLL-FORMED F! STAINLESS STEEL \ �� INT. GLASINT.GLASS-- / EXT.GLASS ODURASEAO SPACER 3s XL EDGE° SPACER 111111i/1 L....®Commercial ,yam •' • '�F m ArchltecNral Products N0. 58705 CGI WINDOWS AND DOORS, INC. * = 10100 NW 25TH STREET - - MIAMI, FL 33172 (305)593.6590 Ao •. I I OFI� GU PREPARED BY: A LYNN MILLER i �� 1070 TECHNOLOGY DRIVE (�`•'••'40RI01`. •'• \�� N. VENICE. FL 34276 is ••• �% �� (941)460-160D i'7, I I�NAL ililt t,%% �`� CGI OPYRIGWINDOs a owns A. LYNN MILLER.P.E. ALL RIGHTS RESERVED RE.959705 CERT. OF AUTH. A29296 revsrtl qv: uale. Revsfon 2c v;seC Sy: Dale; Revision: Descnpl:nn. Drawn BY, GLAZING DETAILS J ROSOWSKI Mj, Dule. STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 Serves/ModN: Scale: S.nee1: Drowmg No. Rev: SE-3550 NTS 1 15 OF 19 MD-3550.2-LM Part Drawing# Description Material 1 19520A Panel Top Rai 6063-75 Alum. 2 19521A Panel Bottom Fall 6063-76 Alum. 3 ID522A Panel Stile, Hinge(Actile 6063-16 Alum. 4 19524A Panel Stile, HingeMacbw 6D63-76 Alum 5 19564 Rai U-charuol 6063-76 Alum 6 19505 Flat Snap Cofer 6063-16 Alum 7 19519 Lockstde Backerplate 6063-7B Alum 8 19506 Door Jamb/Frame Head 6063-76 Alum. 9 19507 Transom Base 6083-T6 Alum. 10 19508 Dow Head 6083.T6 Alum. 11 1D510 Door Jarttb Reirdorcemem 6063.76 Alum. 12 19534 Dow Stop Co 6063-TB Alum 13 1D512 Doar Stop Base 6083-T6 AItan. 14 19513 Bumper Threshold 6063-76 Alum 15 19517 Saddle Theshold 608376 Alum- 16 1 19514 IThreshold Corer ADA 608316 Alum 17 19616 1mreshoa Cofer 1-12' 6D83-78 Alum. la 19516 Threshold Cover 3' 6063-TB AIum. 19 OGIS 10' ADA Bottom Rail 6063-T6 Alum. 20 1D504 Tiarsom Bead, 9116" 6063-T6 Alum 21 19526 Gwzkg Leg / Door 16 Bead 6063-76 Alum 22 19525 Door Bead, 9116' --_-- -6063-16"Atum.- 23 19528 HD Aluminum ReOdnrcemerd 6063-Tb Alum. 24 195111 Transom Bead, 1-1/4' 6083-T6 Alum. 25 19523A Panel Stile, LockinglActhe 6083-TB Alum 26 19527 jDoor Shear Block 606346 Alum 27 19511 Dow Nanaw Slop Carer 6063-T6 Alum. 2B 19502 Transom Glazing Adapter 6063-76 Aln 29 19501 Window Frame 6063•T6 Alan. 30 19512x Dow Narrow Stop Base 6083•Til um. 31 19M DwAstragal 6063-TB AIIm 32 19861 Horizontal Adepter(SS3520) 606346AItml. 33 19883 Transom Adepter(SS3520) 6DS3•T6Alum 34 19652 tam. Bead (SS3520) 6063•TB Alum. 35 19653 tam. IG Bead (SS3520) 600345 Alum 36 Kommedkg KoditSpace 4SG TPS Spacer System 37 Ouanex Super Spacer FM wiN Hot Nek Butyl See Sheet rot 38 Ouanex Duraseal 15 Materials 38 Cardinal XL Edge Spacer 4D 1652 Setting Block 3116' x 7/16' x 4', Dum = B5 +1.5 EPOM 41 17D4 Setting Block 3116' x 1313T x 4% Oum = 85 +/4i EPDM 43 13081 Glazkg Leg/Bead Weatherstrip, Dum = 65 +IS EPOM 44 Silcorre 0ackbeddrg: Dow 791, 983. 985, BE 77 45 19540 .270' x 3M' Bulb Weatherstrip, I) -Stop Flex PVC 70 46 67924G .187' x 114• Finseal Weatherstrip, U-chamel 47 0542 Acti+e Panel Fin Weatherstrip 51 712XI 12HWHSX #12 x 1.1/2' Ha Washer Screw, Assentiy StaNass Steel 52 710X74PPSDAX #10 x 3/4' Ph PH 7EK, Door Stop sh wess Steel 53 78X38FPUX 98 x 3/8' Ph. FH TEK Screw. Theshold Angle Sleudess Steel 64 714FPT410X 114' x 1412' Ph FH TEK Screw, 410, Shearblock Slaudess Steel 55 18xICBOLT 5116'-18 x 1' Carriage Ball, Sh wblock Stakdess Steel 58 18NUTX 5/16.48 Hex Nut, Sheaklock Slai d- Steel 57 195M Hirge, Rogera 4001 SleiNess Steel Sr 19531 HNe Backing Plate 6083-TB Alum. 59 01224 x 1/2' Ph. FH Screw, Hinge/Backing Plate StaiNess Steel 74 18530 06 x 5/8' Ph. PH Screw, Bugsweep SteiNess Steel 75 6051 Threshold Angle, 2' x 5' x 119' 6.3-78 Alum 76 19562 Bug%,eep NV I tJ: 1. PARTS 42 8 48.50 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2. FOR PARTS 60-73, SEE HARDWARE ISOM ON SHEET 19. 3. ADDITIONAL EXTRUSIONS ON SHEET 13 (916 -#18) 8 SHEET 14 (#11 8 #23). 5.744' .125' 1.425• I � Fes--- 6.874' �{ r_ --- 4.625' � I 4.626' "j' I I I T 125" - 1.686` -- .120' 1 1.666` A.145' Iy III 1.750" 1.750" 1.555" 1 _I� � ._.. __ _ _ _-_-„-„J- _.- 7T .050' .101 OIL TOPNRAIL •100' -) O BOTTOM RAIL PANEL125' J OPA HINGEEL ILE OH NGE/INACTIVE OU-CHANNEL 4.968' - 3.309• -- r 4.968" .094. 4.192` r{ �1.470" .125• --�{- -._.-1618' ,188" •125' 1.750' .1.750" .,66• .-L t T} 250" - ,360' OFLAT •342' J LOCKSTILE DOORJAMB/ 1///y'''���'TRANSOM DOOR BACKERPLATE v SNAP COVER O FRAME HEAD `� BASE 10 HEAD T Pi 1.391' �+- --- 4.740' --- - .6,0• -� .575L"_ �-�r r .-..-.._.-, 7 I ._SOD' -,-`-� G=�.'lr-1 .050" .063• -� .063` .229• DOOR DOOR BUMPER SADDLE 12 STOP COVER 13 STOP BASE 1q THRESHOLD 15 TH ESHOLD -�-1.814'�►-- 1 1.462" r- -- 4.615' f .125" 3.592• -� 1 1.121' 1.396' .062• 1.070' - 1.750" } .u62• ��- I .188' 22 DOOR 24 TRANSOM PANEL STILE, DOOR BEAD, //16" BEAD• 25 LOCKING ACTIVE 26 SHEAR BLOCK 5.000' 1.1}2T1' I •uoc I OTRANSOM 20 BEAD, 9/16` .075` 7+yI�--070" MO- 21 GLAZING LEG, IG BEAD 4.193' 10.000, -+-� 1.485" - 125" .610' 1.453' .094' DOOR NARROW TRANSOM 27 STOP COVER 28 GLAZING ADAPTER .a90' 1.100- I - 4.597• 159" 1�--� :094- .575" r.094 'y1asD�050',�Al .esr HORIZONTAL NDO FIRAME 30 D STOP BASE W I 31 ASTRAGAL 32 ADAPTER Iy 3.853' - -� 1.121' . .062' I� O LAMI BEAD y r- 3.154' 1.121,062- 35 LAMI IG BEAD NLYNtv �GENSEM��.. Ctp n% Architectural products ` No. 5EI705 CGI WINDOWS AND DOORS. INC. 10100 NW 25TH STREET MIAMI. FL 33172 -� .�f Q.` (305)593-6590 I E 1T .: • dC/ PREPARED BY: A. LYNN MILLER 0 5174 '(/� 1070 TECHNOLOGY DRIVE �i�(t�'••FEORID.;.•'• \�1 N. VENICE FL34275 NBW AL E?G(941)4 C01PY IGHT02017 7j r 111 i 111111 CGI WINDOWS 8 DOORS A. LYNN MILLER P.E. ALL RIGHTS RESERVED J- 1 5.001' 1.250' 094" R-;, ,'- Dote. I Revision: 10" BOTTOM TRANSOM ADAPTER 19 RAIL Description: urown ay: BOM & EXTRUSIONS J ROSOWSKI Tilte: Octe: STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 SE-3550 I NTS 1 16 OF 19 1 MD-3550.2-LM TRANSOM HEADER FRAME DETAILS, @.TRANSOM DOOR SILL DOOR HEADER FRAME DETAILS, DOOR 53 —� d I d A'THRESHOLD 75 "X1/8" ANGLE (1-3/4" WIDE) 51' C) EXTERIOR DOOR SLAB DETAILS 6063-T5 ALUMINUM HINGE { 59) BACKER PLATE AT EACH /HINGE \1 \ LEAF, 0.250" THICK I I I I O �o O 0 c c cc c o; O O XTERIOR -- I -- /REGENT SERIES 4001 BUTT 57 HINGE, S. FROM EACH END AND % MAX. 26' O.C.; 0.134" THICK eA7)> BOTTOM OFDOOR I 53 � FOR CLARITY, GLASS, 54� BEADING 8 THE ANCHOR �- PLATE ARE NOT SHOWN. ' 1111 NY LYIViy ", Rnser &y. Bete. Revs;en ``'��'•'' �10ENgF 4f Commercial ,F� .' ®Architectural Products Reviser By Bole: No.58705 — CGI WINDOWS AND DOORS. INC. 10100 NW 25TH STREET MIAMI, FL 33172 Bescnp[:on,. Breen Ey. '.:� I _ (305)593-659D �` PREPARE06Y:ALYNNMILLER CORNER DETAILS J ROSOWSKI O STA O ([� t070 TECHNOLOGY DRNE ��(�`•'••:°�ORIDP. N. VENI'E, FL 34275 tide. Dote: S G (941)460•1600 STOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 S �` ` COPYRIGHT02017 '77/7j��NALiE �� CGI WINDOWS B DOORS Scr;cnjeeooer: Score. SneeC Dro..,nq .vo. Rev: A. LYNN MILLER P.E. ALL RIGHTS RESERVED S E-3550 NTS 17 OF 19 M D-3550.2-LM P.E.H 58705 CERT. OF AUTH. P29296 LOCK OPTION #1 (MAX. DP OF +90.01-120.0) 60 FOR ALL SLABS: 2-POINT PANIC BAR, ALL SLABS REGENT SERIES 5770 OPT. KEY OPERATED ON EXT. OPT. KEY/THUMB-TURN ON INT. ALL SLABS ACTIVE o §6TOP LATCH FOR ALL SLABS: 35/8" PULLMAN LATCH Oa [Pula U I I i i • I 1 B BOTTOM LATCH FOR ALL SLABS: 11/16' THRO W BOLT LATCH I I I - I I I I I I 1 Part # Lock Option # Hardware Description 60 61A 1 Panic Bar Hardware Kit, Regent 5770 Top Latch Kit for#60 61B Bottom Latch Kit for#60 62 63A 2 Panic Bar Hardware Kit, Von Dupdn 3347 Top Latch Kit for 962 63B Bottom Lelch Kit for 462 64 65 3 3-Point Lock Hardware Kit, Regent 2062 2-Point Lock Hardware Kit, Regent ML207 66A ITop Latch Kit for #64 & 65 668[Bottom Latch Kit far #64 & 65 LOCK OPTION #2 LOCKOPTION #3 (RESIDENTIAL) (MAX. OP OF+90.01-120.0) (MAX. DP OF+90.0/-120.0) LOCK FOR ALL SLS: 62 SLAB. O INTO O 2-POINT ANIC BAR ALL SLABS I 3 POI LOCK SYS ELM 2 OKNTO OCOK SYSTEM VON DUPRIN SERIES 3347 REGENT SERIES 206.2.3P REGENT SERIES ML207-TT-2PT OPT. KEY OPERATED ON EXT. I LEVER WITH KEY ON EXT. INT./EXT. LEVER OPT. KEY/THUMB-TURN ON INT. I LEVER WITH THUMB -TURN ON INT. I I I I I I I I o 0 i �SBPLATCH FORALLSLABS: i 6A BS: LLACH PIIVOTLA 58PTHROW BOLT I ALL SLABS ACTIVE I I I E STYLE MAY I I V DIFFER FROM I SHOWN i 63B BOTTOM LATCH FOR ALL SLABS: 5/8' PIVOT LATCH W. Arcti11BC'h" Products Revised By: Date: CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET MIAMI. FL 33172 Descrlpfion: HARDWARE PREPAREDB PREPARED BY: A. LVNN MILLER 1070 TECHNOLOGY DRIVE T;tW g4li)Ea80--16o 275 STOREFROI COPYRIGHT Q 2017 CGI WINDOWS &DOORS Seiirs/A!oocl: ALL RIGHTS RESERVED SE-3550 66B BOTTOM LATCH FOR ALL SLABS: 11/16' THROW BOLT LATCH �0 0 Revision: " W LYNN r/yy Rrv;sion: ` �'�.. •' `10EN$F'•. ((�� �' * : No. 58705 Drawn By: A J ROSOWSKI Dote: ,, S ATE F T ENTRANCE DOOR DETAILS - LM 03/05/16 ORIOP. •''G\�: $Cole: Sncet Growing No. /ONAL NTS 1 OF 19 MD-3550.2-LM A. L'Ah'aLER. P.E. LOCK_ OPTION #4 (COMMERCIAL) (MAX. DP OF +90.01.120.0) 67 LOCK FOR ACTIVE SLABS: 68 . LOCK FOR NON -ACTIVE SLABS: 3-POINT LOCK SYSTEM 2-POINT LOCK SYSTEM REGENT SERIES 2222 REGENT SERIES 2-PT-L KEY OPERATED ON EXT. KEY OPERATED ON EXT. THUMB -TURN ON INT. THUMB -TURN ON INT. L10IN 9A TOP LATCH FOR ALL SLABS: 112"THROW BOLT LATCH STYLE MAY DIFFER FROM SHOWN-- 9B BOTTOM LATCH FOR ALL SLABS: 1/2' THROW BOLT LATCH �o 0 Part # Lock OpUon # Hardware Description 67 68 69A 4 3-Point Lock Hardware Kit, Regent 2222 2-Point Lock Hardware Kit, Regent 2-PT-L Top Latch Kit for 467 8 68 69B Bottom Latch Kit for067 8 68 67 5 3-Pont Lock Hardware Kit, Repent 2222 68 70A 2-oint Lock Hardware Kit, Repent 2-PT4_ Top Latch Kit for #87 8 68, with Boll Guide Block 70B Bottom latch Kit for#67 & 68, with Solt Guide Block 71 6 Panic Bar Hardware Kit, Jackson 72A 72B Top Latch Kit for #71 with Jackson Boll Guide Block Bottom Latch Kit for#71 with Jackson Bolt Guide Block 73 Aluminum Sill Reinforcement Plate, 6' LOCK OPTION #5 (HD COMMERCIAL) LOCK OPTION #6 (MAX. DP OF +90.01-100.0) I (MAX. DP OF +90.0/-100.0) 67 LOCK FOR ACTIVE SLABS: 68 LOCK FOR NON -ACTIVE SLABS: j 71 LOCK FOR ALL SLABS: 3-POINT LOCK SYSTEM 2-POINT LOCK SYSTEM I 2-POINT PANIC BAR, ALL SLABS RECENT SERIES 2222 REGENT SERIES 2-PT-L JACKSON SERIES XXXX KEY OPERATED ON EXT. KEY OPERATED ON EXT. OPT. KEY OPERATED ON EXT. THUMB -TURN ON INT. THUMB -TURN ON INT. OPT. KEY7THUMB-TURN ON INT. LI I 0 I O O I I I p�TOP LATCH FOR ALL SLABS: i ALL BOLT GUIDE BLOCK /2A TOP LATCH FOR ALL SLABS: 5/8" THROW BOLT LATCH I ACTIVE JACKSON BOLT GUIDE BLOCK 1/2" THROW BOLT LATCH I I STYLE MAY DIFFER FROM SHOWN j 06 BOTTOM LATCH FOR ALL SLABS_ BOLT GUIDE BLOCK _ 11/16" THROW BOLT LATCH 0 REQUIRED FOR DOOR FRAME HEIGHTS OVER 97.3/4" OR DOOR FRAME WIDTHS OVER 39-1/2" (SINGLE) OR 75-1Y2' (DOUBLE). WCommercial Archltel:Wral products CGI WINDOWS AND DOORS. INC. 10100 N W 25TH STREET MIAMI, FL 33172 (305) 693-6590 11070 TECHNOLOGY DRIVE N. VENICE, FL 34275 CGI WINDOWS 8 DOORS ALL RIGHTS RESERVED 2B BOTTOM LATCH FOR ALL SLABS: JACKSON BOLT GUIDE BLOCK 1/2' THROW BOLT LATCH 0 0 73 REQUIRED FOR DOOR FRAME HEIGHTS OVER 97.3/4" OR DOOR FRAME WIDTHS OVER 39-1/2" (SINGLE) OR 75-12' (DOUBLE). Revisor: Description: Drown By: HARDWARE B J ROSOWSKI SITOREFRONT ENTRANCE DOOR DETAILS - LM 03/05/16 Series/Mader: Scule: 5�eel: awny NoRev: SE-3550 NTS 19 OF 19 OrMD-3550.2-LMi. Ny LYN/I. ' V\CENSF''•�C� * : No.58705 ir` (T T4y 7A LvIJ AALLEFL P.E. RECEIVED GENERAL NOTES: SS-3500 IMPACT -RESISTANT STOREFRONT Wf}N�DpOW(�-SYSTEM 1. THISL NOTES: PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH T � OUIF tM NTS �F0T+1E-FB (' Ni LtfHt� THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 C) DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208, 8717 & 17-7007 1__EOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, -EDGE -DISTANCE -AND -SUBSTRATE -REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TAR[ F V Group Anchor Substrate Min. Edge Min. Mn. O.C. Distance Embedment Distance A #14 Steel or P.7 uthern Pme 1" 148" 1" 410 SS SMS (GS) (SGSo=0.55) Aluminum, 6063.T5' 3!8` 1/8' 518" B 414 Steel or (0, 125" min. thickness) Steel, A36' 3!8" 118" Sre" 410 SS SMS (G5) (0. 125"Run. thickness) Concrete 2-l12" 1-318" 3' (min. 285 ksi) 114" Elco Ultracon Grout -Filled CMU, (ASTM G90) 2 1/2' 1-314' 4' C Ungrouted CMU, 2-112' 1-1/4' B' (ASTM C-90) 114" Elco 410 S.S. Ungrouted CMU, 2-112" 1.114" 6" CreteFlex (ASTk1 G90) 5f16" Elco Ultracon Urlgrouted CMU, ilia" 1-114" 6" (ASTM C90) 1/4" Elco 410 Concrete 2-1/Z' 1-314" 3" S.S. CreleFlex (min. 3.35 ksi) D Concrete 3-1/8" 2' 3" 6f16" Elco Ultracon (min. 3.52 ksi) Grout -Filled CMU, 2-112" 2-114" 5" - (ASTM C-90) Concrete 3' 1.1/2' 4' E 3'8" Large Diameter (min. 3 ksi) Urgrouted CMU, 3° 1.1/2" 6" 11W 7apcon (ASTM G90) INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4. 4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. I I I r 111j 5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8, SHEETS 9 & 10 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 1111 6. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: ��a'��- ' v}CEN-P, A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11. R';' :�� 6) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM _ * ; No. 587% TABLES 3 OR 4, SHEETS 5.6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF •� ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 19- HIT �0,� •., STA OF : !V� 8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE ; '� �60RIo�,• ' DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY F '�� /,;7" OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. TONAL IIIII1vt A LYNN MILLER P.E. P.E.# 58705 THIS SYSYTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El 300-09 •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 .A SC 360.10 (�) Commercial o AichlteMiral Products CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET MIAMI, FL 33172 (315) 593-6"0 PREPARED BY: A LYNN MILLER 1070 TECHNOLOGY DRNE N. VENICE, I'L 34275 (941) 480A6L11 COPYRIGHT ©2017 CGI WINDOWS & DOORS ALL RIGHTS RESERVED IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN.FY=33 KSI. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS......................................1 ANCHOR TYPES. TABLE 1.....................................................1 ELEVATIONS ........................................................................... 2-3 GLASS OF, TABLE 2................................................................4 MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3......5 MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4......6 JAMB ANCHOR SPACING - 1/4' SHIM, TABLE 5...................7 JAMB ANCHOR SPACING - 1/2' SHIM, TABLE 6...................8 MID -PANEL ANCHOR QUANTIY - 1/4- SHIM, TABLE 7.........9 MID -PANEL ANCHOR QUANTIY - 1/2- SHIM, TABLE 8......... 10 VERTICAL MULLION OF. TABLE 9......................................... 11 HORIZ. SECTIONS.................................................................. 12 VERT. SECTIONS.................................................................... 13 PTAC & WINDOW INSERT SECTIONS .................................. 14 GLAZING & IG SPACER DETAILS .......................................... 15 EXTRUSION PROFILES.......................................................... 16 CORNER DETAILS.................................................................. 16 PARTS LIST, TABLE 10........................................................... 16 Ke"Sed dY; U0fe: Reris;on: Revised By. DI": Re°Lsinn, Desuipiion: Drown By: GENERAL NOTES J ROSOWSKI 7711e[ once STOREFRON WINDOW STEM DETAILS - LM 03/23/16 SS-3500 I NTS I 1 OF 16 MD-3500-2-LM SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE 3&4FOR BBFOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS eF r _ �___ Ii__.__-_,, IL r �_ �..__, : - I-------- I __;____ MIN 4"LENGTH OF 12-3/`� ANCHOR CHANNEL, MAX. O.C._i -_-- -`---- I PART #B, REQ. AT ALL �� •- -- — ANCHORLOCATIONS _.-r------------- -y IN CURVED HEADER. REINFORCEMENT-- 1/4"NUT&BOLT, �— SEE TABLE 9 2d• FROM EACH END AND 24'MAX O.C. I h-------------- ' / I MULTIPLE I / I HORIZONTAL I STgRT 3.7/8. — MULLIONS OF gENO _ ALLOWED, I / 144"MAX.FRAME HEIGHT - 60MAX. LENGTH I _ I f I (DOOR MAY LIMIT MAX _ _I I HEIGHT, SEE 6" MAX. I SEPARATE APPROVAL) SEE O.C. SPACING ON TABLES 5 & 6 / D I ATTACHED 212 STOREFRONT ` I DOOR & TRANSOM, (A I I SEE SEPARATE APPROVALFOR I j SPECIFICATIONS J— I.----- jjj ---JH L777- --- --------�---- 6" MAX. --- 3-718" MAX. � �I�--(_�- - - ' - I I I SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE &8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8 FOR STOREFRONT MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR - ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR QUANTITY QUANTITIES. QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF CURVED HEADER, HORIZONTAL_ MULLION & STOREFRONT DOOR NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. -SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. Y co j M N O cy) co O O 'IO � J � I J /g J N —IG Q CD H O 0 Q w W } !)n,G � O LL O O >Z N 9 � aZ z0 pLLJ LL O W O co V7 W n Ly or * No.58705 %�� • �� �7E F / •��iJ�� SOVAL 1EN A. LYNN MILLER P.E. P.E.# 58705 t, a i SEE TABLES &8FOR MID -PANEL ANCHOR QUANTITY 6' MAX. T. 3-718" MAX. — F r - �1 II 6"MAX. i 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SEE TABLES QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTMES & 8 FOR MID -PANEL R, ANCHOR 1i QUANTITY ---1----i - 1 YTS �-��---- -----� i 1 14" NUT & BOLT, 24" FROM EACH END AND 24" MAX O C MAX. / FRAME HEIGHT _ SEE O.C. SPACING ATTACHED PTAC LOUVER, ON TABLES 5 & 6 _ _ I SEE SEPARATE APPROVALFOR J REINFORCEMENT — i II SPECIFICATIONS 1 SEE TABLES --- __ 1 J­11 ______________ 6"MAX. ___ ; _-- -- I-T'{'-- 1-1-r -�- -J��I---1 ----IJ l_ J ,-_J — —J ---- I 3-718" MAX. r I 3 1'. I- y -- 6' MAX. —�{►— I I SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES &8FOR 3&4FOR &8FOR 3&4FOR &8 FOR 3&4FOR MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. 6" MAX. - -T ATTACHED V'+J III WINDOW, SEE SEPARATE APPROVALFOR 6' MAX. 3-7/8" MAX. 7 u O 24' w _ M MAX. f� z 0 J,5:0 s _ j SEE O.C. SPACING 2 11 �•-- ---- II V w LL I LL ON TABLES 5 & 6 1\ ° 0 _ t._. KNEEWALL \ ® iZE' O — .— BY -- .--- I—L-- OTHERS ve�,9, Z_ laaut I I I I 1 I I � W❑ 2O ®OL A < ZO p Gnn SEE TABLES 7 SEE TABLES 3 & 4 FOR SEE TABLES 7 .4 s y 'a f- LL 00 & 8 FOR CLUSTER ANCHOR & 8 FOR S ao Q w to MID -PANEL QUANTITIES (SPLIT MID -PANEL o r W .7 a = ¢ In ANCHOR BETWEEN ADJOINING ANCHOR iv w om 0 3 -{ w w O QUANTITY WINDOWS) QUANTITY w o a LJL.I (n a o Z,��'.. a;,.j osap saua TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT, KNEEWALL & ANGLED HEADER 'QNy.LYNNM� * : No. 58705 '7 'O '. �S T A. LYNN MILLER, P.E. RE.4 58705 i 1 14" NUT & BOLT, 24" FROM EACH END AND 24" MAX O C MAX. / FRAME HEIGHT _ SEE O.C. SPACING ATTACHED PTAC LOUVER, ON TABLES 5 & 6 _ _ I SEE SEPARATE APPROVALFOR J REINFORCEMENT — i II SPECIFICATIONS 1 SEE TABLES --- __ 1 J­11 ______________ 6"MAX. ___ ; _-- -- I-T'{'-- 1-1-r -�- -J��I---1 ----IJ l_ J ,-_J — —J ---- I 3-718" MAX. r I 3 1'. I- y -- 6' MAX. —�{►— I I SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES &8FOR 3&4FOR &8FOR 3&4FOR &8 FOR 3&4FOR MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. 6" MAX. - -T ATTACHED V'+J III WINDOW, SEE SEPARATE APPROVALFOR 6' MAX. 3-7/8" MAX. 7 u O 24' w _ M MAX. f� z 0 J,5:0 s _ j SEE O.C. SPACING 2 11 �•-- ---- II V w LL I LL ON TABLES 5 & 6 1\ ° 0 _ t._. KNEEWALL \ ® iZE' O — .— BY -- .--- I—L-- OTHERS ve�,9, Z_ laaut I I I I 1 I I � W❑ 2O ®OL A < ZO p Gnn SEE TABLES 7 SEE TABLES 3 & 4 FOR SEE TABLES 7 .4 s y 'a f- LL 00 & 8 FOR CLUSTER ANCHOR & 8 FOR S ao Q w to MID -PANEL QUANTITIES (SPLIT MID -PANEL o r W .7 a = ¢ In ANCHOR BETWEEN ADJOINING ANCHOR iv w om 0 3 -{ w w O QUANTITY WINDOWS) QUANTITY w o a LJL.I (n a o Z,��'.. a;,.j osap saua TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT, KNEEWALL & ANGLED HEADER 'QNy.LYNNM� * : No. 58705 '7 'O '. �S T A. LYNN MILLER, P.E. RE.4 58705 TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT, KNEEWALL & ANGLED HEADER 'QNy.LYNNM� * : No. 58705 '7 'O '. �S T A. LYNN MILLER, P.E. RE.4 58705 Glass DP, (ps() & Ma)dmum Size Frame Height DLO Width DLO Height GlassType A&C GlassType B&E GlassType C5F 48' 0.14 32.1/4" 3W1/4' 44-1/4' 50-114' 56-114' 6&114' 68-114" 80-114' 8&1/4• 8&1/4• B2-1M' 9&1I1' 104-114° 116-1/0 128-1/4' 140-1/4' 42-112" +9 - +701 0 -+9 02&114' -901-90 -70MO +90'-120 kCenlefto +90/-90 +70/$0 +901420 +901-90 +70/$0 +901-120 +901-90 +701-80 +9W-120 a901.90 +701-80 +9W-120 71. +901-BO +79-80 +901.120 +901-90 +701-80 +91V-120 1. 84' + W-90 Vs. +9 • 20 +84.51$4.5 +70 0 +901-120 90• 92' +82.3/82.3 +701-80 +92-120 -81.7/$1.7 +70/$0 +901-120 s8' 102" +80.5/$0.5 +70/-80 +901-120 -901-120 108" 120' +2el-120 +BN-120 132' 144• +90/400 +901-100 24• 30• 80' 2D-114' 26-1/4' 32-1/4' 38-1f4' 44-1/4' 5D.114' 56-1/4' 66.1/4' 68.114" 110-1/4' B&1/4' 88-114' 92-1/4• Wile 104-1/4' 116-1/4' 54.1/Y +95/-90 +701.80 +901-120 +90r-95 +701-80 +901.120 38' 42' +m.w -+7W$0 +901-120 +9W-90 +701-80 +9W-120 d8' 1. +9W-OD +701.80 +8O/-120 +901.90 +701$0 +801.120 10. 70' +9W-g0 +70/$0 +9W-120 +84.SF84.5 +701-80 +90/-120 72' 84' +82.81$2.8 +70/$0 +90/420 +9W-119.5 90' 92' +901-115.2 +9W114 96' 102" +901-111.7 -901.100 f08' 120" +9W120 24' 1. 1. 20-114" 26-114" 32-114" 38-114' 44-114' 50-114' S&1/4' 66-1/4" 8&1/4' 80-114, 6&1l4• 88.1/4' 92-1/4• 66412' +901-90 +70/$0 +90/-90 +701$1) +90/-120 36• 42' +90/-90 +711f$0 a901-120 +9W$0 +701$0 +901.120 48• 59' +901-90 +701$0 +9W-120 +85. -8.8 80• 70• +8281.82.8 +701$0 +9W120 72• . V p+9-0/-120 24' 30' 78" 20-114' 2&1/4• 32-1/4' 38-114" 44-1/4• 50-1/4' 56.114• 66-1/4' 68-1/4' 80-1/4' 8&1/4' 88.1/4' 72-1/Y +9W90 +70/$0 +901-90 +70/-8036' 42' a9W-90 +70/$0 301.90 +70/$0 +901-120 48' 54' +87.21$7.2 +70/$0 +9W-120 '82.1/$2.1 +701-80-12D 601 70' +78.51-78.5 a701.78.5 +OW-120 +901-119A 72" 1. +901-118.9 +9W-100 90' 92' +9W100 +gW-1 24' 3V 20-1/4' 2&1/4• 32.114' 384/4' 50.1/4' 56-1/48 66-1/4' 68-1/4' 80-1/4' +901-90 -701-80 +9W-120 +9W-90 +70/$0 +9W120 38' 42' +90/-90 +70/$0 +901.120 +9W-90 +70/$0 -901.120 54' +79.1/-79.1 +TW-79.1 +9W-1T0 60' 706 +9W-119.5 +BW-100 1. Bd• ♦9W-100 +9W100 Glass DP, (psf) & Ma)dmtan Size Cente4ine Width Frame Height DLO Width DLO Height Glass Type A& C Glass Type B 8 E Glass Type C& F 3W 90' 26-1H' 32-1f4' 38-114' 44-1/4' 50.1146 58-1l4' Fi6-1/4' 84-Irr +901.90 +70/$0 +90/420 36" 42' +9WS0 +7W$0 +901.120 +aW-90 +701-80 -901-120 48• 54• 482.3/$2.3 +70!$0 +90/420 +901-120 60' 70• +90/- 15.2 -901-100 1. 30' 97.3W 20-1/4' 26.1/4' 32-1/4' 3&1/4' 441/4- 50.1/4' 5&1/4' 9114• 92-114" +901-90 TIV-80 +90/420 +901.90 +701$0 +901-120 1. 42- +901.90 +70/$0 +9W-120 ♦87.91-87.9 +70/$0 +90/-120 48- 54' +801-80 +701.80 +90/-120 +90/-11T9 60• 70" +901-100 +9W-100 24' 30' 102' 20.114' M21.4 86,112' +901-00 +701$0 ag01-120 +9W9D +7W$D +9W-120 36' 42• +90/-" -70/$0 +9W-120 a88.9/$8.9 +7W$0 +9W120 48" ---+9W-120 +901.116.1 60'+9N-100 70• $7.9 24" 30' 108' 20-114' 26-114' 32-1/4' 3&114' 44.1/4• 50-1/4' 5W114• 102.11Y +901-90 +70/$0 +90/120 +90'-90 +701$0 +901420 36' 42- +901-90 -70/$0 +9W-120 +85.61-85.6 +70/$0 +90/-120 45" 1. Sir +9W-120 +901100 +8 - 00 24' 30" 114• 2D-1/4• 26-1/4• 32-114' 3&114' 44-1f4' S0.114' 56-114° 101.11Y +9 - + W$0 +9 0 -901-90 +701$0 -80/420 38' 42' +90150 +701$0 +901-120 +9W-120 48" 54' 6D' +9W-120 +BW100 + - 00 24' 30' 12W 20-1/4' 2&114' 32-1/4' 38-1/4' 44-1/4' S0.1/4 56-1/4'1 114.1/2" +901-90 -701$0 +901-120 +90/.90 +7W-80 a90t.120 38• 42' +BOI-90 +7W$0 -901.120 +901-120 48' 51v 60" +9W-120 +9W-100 +9W-100 1. 30" - 126' 20-1/4' 2&1l4" 32-1/4' 3W1/4" 44-114' 50.114' 120-11Y +9W90 +7W410 +9W120 +9W-90 +7W_ 0 +9W-120 1. 42" a9W-9D +70/$0 -901-120 +901.120 48' 54' +9W-100 -901-100 24' 30• t3Y 241/4• 2&v4• 32-1/4' 38-1/4' 44-1/4' 50-1/a' 12&1lY +9W90 +7W410 +BW120 +90/•90 +701$0 -901-120 1. 42• +9W-120 +90/-120 48' 54• +gW-100 + W-100 24' 30' 138" 20.114" 26-1/4' 32-1/4• 35-1/4' 44-1/4' 132-112" +90/$0 +70fl$0 a9W-120 +DW-90 +701-80 -0 420 36- 1. 48' +90/-120 +90/-1D0 - DO 24' 30' 144• 20-1/4' 2&1/4' 3&1/4' 38.1/4' 44-1/4' 138.112' +201-90 +7W-80 8W +-120 +901.90 +7W$0 + 36' 42• 41. +9DW120 W-120 +90/•100 +9w.IGO FI HI NOTES Glass Types A Lami: 1/4'A, .09V SG. 1/4"A B Lami: 1/4'HS, M' PVB, 114•HS C Lami: 1/4'HS, .090' SG, 1/4'HS D E Lami IG:114'A..D90' SG, 114'A. AIRSPACE, 114-T CAP Lami IG: IWH3..09D' PVB. 1/4'HS, AIRSPACE, 1/47 CAP F Lam G: 1/4'HS..090" SG, 1/4'115. AIRSPACE. 114-T CAP Dtt JM=I 10'UK IULL O-O. UCJIiRIr I MVO. f CENTERLINE F _ CENTERLINE R WIDTH 1 WIDTH FRl HE[ DLO WIDTH - DLO WIDTH CENTERLINE DLO DLO HEIGHT HEIGHT HEIGHT ;AME IGHT �-314* DLO WIDTH Fes' HEIG DLO HEIGHT CENTERLINE HEIGHT �+- FRAME WIDTH FRAME WIDTH -� 1-3/4" DLO (DAYLIGHT OPENING) FORMULAS: FRAME WIDTH - 5-1/2" = DLO WIDTH FRAME HEIGHT - 5-1/2' = DLO HEIGHT CENTERLINE WIDTH - 3-3/4• = DLO WIDTH CENTERLINE HEIGHT - 3-314" = DLO HEIGHT CENTERLINE WIDTH - 2-1/4" = GLASS WIDTH CENTERLINE HEIGHT - 2-114' = GLASS HEIGHT FRAME WIDTH - 4' = GLASS WIDTH FRAME HEIGHT - 4' = GLASS HEIGHT ME !HT E IT 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. DLO = DAYLIGHT OPENING 3. SEE SHEET 15 FOR DESCRIPTIONS OF GLASS TYPES, OG Q: * N0. STA i F '•.�<C /ss/O N //ll/lI A. LYNN 1, P.E 0 YN/y /1",,� 58705 l F tv�, 1 1 j I", ILUER P.E. C TABLE 4' a6 AVERAGE CENTERLINE + CENTERLINE CENTERLINE WIDTH 1 WIDTH 2 WIDTH 2 CENTERLINE _� CENTERLINE WIDTH 2 WIDTH 7 uoll uosa0na�u (7 FRAME O O HEIGHT 0 af00 J AS J CV ro 0 O C5 W Q Oh SILL SHOWN, HEAD Z Q SIMILAR, ANCHOR ,0 QUANTITY MAY VARY y o a`� (8 SHOWN) 8w O) svo WINDOW WINDOW V 3-s 2-114• a LL g0 iO ~- . o F Z 7aau5 SEE TABLE 1, SHEET 1 p FOR ANCHOR MIN. D.C. Z SPACING, 4• MAX z $ Q a/oa5 £❑ 002 FF HEAD &SILL A ie a W W to m 6 o f 2 9 0 ANCHOR PATTERN u o o U; a m 0 1 ZZ 0 wpj- 0 U F' � V% a Z a ap:I sap sa,ie5 LYNN�y1j i Qa• UIGENSF'•.!!� .� No. 58705 NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH ASEPARATE APPROVAL, (STOREFRONT ENTRANCE O'., STAT OF DOOR, PTAC LOUVER OR WINDOW ��` '•.'tORIDF`-.•'G\��� INSERT)THE LESSER DESIGN �SS,�ONAL PRESSURE VALUE OF ANY ASSEMBLY �7 OR THE STOREFRONT WINDOW SHALL / /! / 1 I I.71 \ \ BE THE DESIGN PRESSURE FOR THE A. LYNN MILLER. P.E. ENTIRE SYSTEM. P,E.a 68705 MWGon Alnlar Cluster Design Pressure at Headl5i9, (+l-psQ SNm 7Nckness: l2' M7Aion Anchor Cluster Design Pressure at Head/Sill, (+!-psQ BNm llilcknass: 7/2' Atva{� Frame Cu0up'A' GrOup'B' Gmup•C GrWP'U' G101p'E' Ax:18Be Frarr� ArcM(]uardif AncMr OuaritAY ArcMr Ou D m m I mT c1 am =m N H rE•1-1— 0 TI z T m z �z y` 0- \\ m 0 m n Dy SC j O 00m Z ,) m = a 0 = p � I 1il L E C: 0 p00 Zz D PREPARED BY: A. LYNN MILLER 1070TECHNOLOGYDRIVE Commercial VENICE, FL 34275 ��� (941)480ns00 •ArchltecturaJ aduds Cq �• y COPYRIGHi(i 2017 CGI WINDOWS AND DOORS, NC. ZCGI WINDOWS S DOORS 10100 NW 25TH STREET a m Z c e ALL RIGHTS RESERVED MIAMI, FL 33172 u ; CERT. OF AUTH. 029296 (305) 593-6590 N? m2 y co TABLE 5 J ROSOWSKI STOREFRONT WINDOW SYSTEM DETAILS - LM SS-3500 z NTS 131 7 OF 16 oz MD-3500-2=LM g 03/23/16 a ��9��E�9 E99q■ � �9�9EEOW�9�9 TARt F 6• Jamb Anchor Spacing Shinn Thick— = 112- NKE� MEN —so ea CENTERLINE _ FRAME _ 1-3/4• WIDTH 1 - WIDTH uoil 1.—o..ay I►— FRAME WIDTH --�'-� —9C2 O Y r 6" MAX. (n M O O / U) :toD OPTIONAL T SEE TABLE 6,. / HORIZONTAL -r THIS SHEET - MULLION - r �a J N mo G Q O FRAME w f HEIGHT / 0 ch r / ( ? w GJ 'ON j 'a U (D U 3"� o LL 6' MAX. ® z 4' co I �o�� o o I - -- CENTERLINE __�I croi f = Z II+a45 WIDTH � e J 1n ygyw Z Z z E3 7$ w `•' Q ro-S yzo ©yew x JAMB ANCHOR d a w a CD 00 SPA ING C >-'�o ¢o ri u W W mZw$ �zc2 o J C" w Uol g� oo3M rc m M 3 U- O LL o j V¢ U O q a � i -. TIYI 730 s ,' _%CENSF •. C�� ii * : No. 58705 *' 4E %s'S/. 7171! NALt11 t� A. LYNN MILLER. P.E. P.E.# 58705 a JatnbMchorSpeting SNmTh ickness=1/2' Nominal Dim. tr,aDed w6h Groap'A' pnchms Installed velh Groep'B` Antlers Installed wiN Greup •C Anchors Installed with Gmw "l7 Anchors IrWalled NtN Group'El Anchors GenteA�e Width frame Heigh 24' 30' BO" 18' 18' Fin- 18" 1B' 18° 18' 10' 18" 36• 42' 15-5I8" 155/8" 18° 18' t8' 13' 13' 18' 1B' 18' 48' 54' 13' 13• 1S51B• 1B• 18' 11-1I8' 11-1lB' 15-518' 1B' 1B' Bp• 70' 72' 11-1/8' 11-1 /8' 16518• 1B' 1B' 8-314' 9314' 13' 1B' 1B' f)314' B-3/4' 13' 18, 18' 24' 30' 97314• 18' 18' iB' 18' 18' 17•i/8' 17-118' - iB' 18' 1B' 38' 42' 14-S/18• 14SI1B' iB' 18' jr t2-1!4' 12-114• 17-1/8° 1B° 1B' de• 54' 12-14• t2-14• n•tra• 18' te• 10.3I4° 103/4' 14b/I6' 18" 1B' 60' 70' 72' 10.3l4• 103/4° 146118° 17-1IB' 1B' B-112' 0.112' 12-1/4' 17-1/8' 1B' &flY B-ilY 12-1/4' 17-1/B' IB' 24' 30• - 102' 18' 18' 10' 1B" IB' 18" IV IV 18' 1B' - 38•--- 42' _ 15• 15' 18' 18' IY 12.71B' 12-7l8' 18' 18° 1B' 48• 54' 11•+!4' 11-1/4• 15' 18• 18' 11-114° 11-174' 15' 18' IV ID° Y 9' 12-7/8' 18' B' 24' 30' 108' 1B' 18' 1B° 18° 1B' 18' 18' 1B' 18' 18' 38' 42' 13-11H6° 13.11118' 18' 18' 18' 13.11118' 13-11/18' 16' 18' 1B" 48' 640 ti0• 12' 12' /6' 18' IB' 10.11116' ID•11l18• f3-11H8• 1B' 18' 11-SIB' BS/8' 13-11/1 ' 19• 1B" 24' 30' - 114' 18' 18' 18' 18' 18" iT 17 1B' 18' 18' 36' 42' 14-811G 149H8' 1B' 1B' 18° 12.314' 123/4' 17 1B' 18' 46' 54' 80• 11$Iffi' 11-5/i6 16b118' 18' tY 10-5118° 10-3H8' 149/18° 48' iB' 9-1/4' 3114• 12�14' 1 18' 24' 30' tzo• 18' 18' 18' iB" 18' 18' 1B' 1B" iB' iB' as• bz• 13-1120 13.1r7 te• te` te• tz• tz• te• te" te° 4B' 59' 60' 10.13/16' 10-13/16' 1S7/16' 18' 18- 10.13116' 10-13118' 13-112' ig" 18' 9-13116° 3/18° 13-1fY 1B' 18' 24' 30' 128' 1B' 18' 18' 18' 18' 16-5116" IB-6'16' is* 1B° 1g' 36' 42' 14-1l4' 14-11d" iB' . 18' 18' 12.11116° 12-11116' 186/16' 18' 18" 48' 54' 113/8' 113I8' 14-I!d' IB' 1B" 10.318' 10318' 14-114' 1B" 18" 24' 30' 132' 1B• 18' 18' 18' t8" 17-118' 17-1l8' 18' 18° 18' 38' 42 15° 15' 1B' 18' 10" 12' 12' 17-118' 18° 16 48' sa• t0.15118• 10-15116' 16 18" 18' in 10• 1351e• 17-1e" 10• 24• 30' 138' 18' 18' 18' 18" iB' 1S3l4' 15314' 1B' 18• iB' 36' 42• 48' 14° 14' 18' 18" 18' 12-518• 125lB" 16-3!4" 18" iB' 11.7116' it-71f6' 14• 1 7B' 24• 3D• 144• +B` te• 1B' 16• fa• 1t1.ur le-+lx• te• te" fe° 3s• az• 4B' 1a-+u1s" 1a.tvls• te' fe' te' 12• tz• ts•uz• te' 1B' 11' 11' 14-11/18' 18` iB' S. Mid -Panel Anchor Quantity SNm TheRmss p � Odpp oopoo' � ©apoo pp©po a p o0ppp ©©spp© ® a o0p p© 00©O0 000ppo p p00 ©© p p00 00 ® ®®000 ®®moo■o imp � opv■oo® o�0000 iYY� p©©p0 p OpppO p 0000©� a p p00©O pOOp© p ooa��o ppp0© iFI� ®®Op�O �� oi0000 p p ppppOj Op©pO p ©pppO p � OOp©© 0000p ® ooao© 000©o p o�ap©pp p0�0©i � � o�p�000i o0000 p p ©©ppO ppp©O p ©ppp0 p � 00�Op opoo�p ® �� 0000© ppooao �� oo©o �=== � p 000■��o O OO p0 p p pOpOO ppppip p � ©Op©O oo©pp p 0 O 00© ® 00©Op �voo©ate �■ � 0000��r� ��p0000 p ilppp0 � 000p �� p ooppp 0 o0op �p �_ OOppO 000�sa �3p ©©ppO p ©©pptp ooppp p � �pOpp 000p � o0000 p p pp ©O p p Opp©p oOOpp p 00©p© � o�oopo p p p ©OO ppp©0 � �■ oop p oop�©�� p p pp p-O pppOp p p pp Opp OOOpp a p OpOOO pOp©O p p pOppO OO©p© oo©pp � � 0000�■�p 000�■�o � pa®op p ©per©0 � p 000 00 pOOpO, p p dp©00' ©Op pp � oopop �■ ��op000 ooppoo p p ppppO Op©pO, p ppOpp®O p p ppp L__ CENTERLINE i CENTERLINE TINE - CENTERLINE {INE AME i IGHT SILL ANCHORAGE SHOWN. HEAD SIMILAR, QUANTITY MAY VARY IIUII EQ.I Eo.l EQ.I � 1 CORNER SEE TABLE 3 ANCHORS, SEE 4, SHEETS 5 O SHEETS 2 & 3 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET 6 I EQ.I EQ. II EQ u 4 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET .I I I I EQ.I EQ.I EQ.I I E E TABLE 3 OR CORNER SHEETS 5 OR 6 ANCHORS, SEE SHEETS 2 & 3 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET MID -PANEL ANCHOR PATTERN NOTES: 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED. -1- 1/2". u Maxmum Vertical Mullion Design Pressure, (ps1) Aw. C-1-11 ne Wd th Frame Heigh Pb Reinforcement Alum. ReiMon:ement (part 04) Steel RaInl=eement 1 (partN10) 24' 30' 48' .90/90 ♦901.1 DO +90f-12 +901-90 +9W-too +901-12D 3V 42' +90/90 +SW-100 +901-120 +DW90 .9W100 +9W120 48' 54' +DW90 +901-100 +901-12D .901-90 +9W-1o0 +90/-120 6D' 700 +90190 +901.100 +9W-120 +90/90 +901.100 +9W-120 7r 84• +9W90 +9W-1Do +90/.120 +90/90 .9W-1o0 +901-120 DO' 9T +BW90 .9W-lo0 +SW-120 +90190 ♦9W-100 +91Y.120 1. 102' +90/90 .9W-100 +901A20 +901-100 -901.120 108• 120' .901400 +DO1.120 +9W-100 +8W-120 132 144' +.,. 901.1 24• 30' 6W _ _- _ _ +9W90 +901-100 +SW120 +90190 +9W-lDD +91)1-120 36' 42' +90190 +90/400 +901-120 .90/90 +901.100 +9W120 4 % 1. +90190 +D01-1D0 +9W-120 +W190 +9W-100 .OW420 1. 70' .WI90 +9W-1D0 +DW-120 .90190 +SW-100 +901-120 7T 94• +901.00 +9W-lo0 -901.120 +901.100 +901.120 1. 92' +90I-100 .9W-120 +9W-100_ - --+901.120 -' _1. -._ 102. _- __ +901.100 +901.120 +901-100 108. 120, + •1 .901-100 24' 30' 72' +90190 +904100 .90/-120 +9DI90 +9W-100 +901.120 39- 42*a9W90 +801.90 +901-100 +9D/.120 +901-100 +9W.120 48' 1. +901.90 +9DIADo +9W.120 +90190 +9W-1D0 . -120 6W 70' +901-90 +SW-100 .9W-120 +9W-100 +9111-120 7T .90/400 +901.120 +901.100 R-F .901-100 +SW-10D +90/400 2C 30' 78' +90190 +901-100 .9W-120 +90/90 +901-100 +91Y-120 36' 42' +90190 +9a1-too .9W-120 +901-90 +9W-100 +901-120 4V 1. +901-90 .901-100 .901420 +901.90 +9W-100 +9W-120 60^ 70' +90190 +9W=1o0 .90/-120 .9W-lo0 +901-120 72' 84• +901-100 +901-120 +9W-100 10' -or-d +9W100 +9W-too 24' 30' 84' +9W-90 +901.100 +9W-120 +901.90 +901-100 +901-120 36' 42' +SOI-90 +9W-1100 +9W-120 .90190 +9W-100 +9W-120 48' 54^ .901.90 ♦901.100 +9W-12D +90/90 +90/100 .9W-120 ST 70' +9111-100 +9W-120 +90'-1110 +9W-1o0 7T 84" 1 +9W-100 .9W-100 Maximum Vertical Mullion Design Pressure, (pso Fmm Height No ReiN=enmemReinbmement Alum, (part p4) 519e1 FRW cemem (pert 010) JA1191 1.+89.4/-89A + -90 +9W.100 +SW-120 +9W-90 +DW-100 +9W-12D +901090 +9W-100 +901-120 +901-90 +9W10D +901.120 +9W-1o0 +90/•120 .9W-100 +9W-120 70' 72' +9W-100 +901.120 +90I-100 + W-100 1. 30' 97-W4 +90/-90 +SW-100 +9W-120 +901.90 +901.100 +9W120 36• 42' +901-90 +9W-10o +9W-120 +87.91-87.9 +SW-100 +9W.120 48' 54' +801-80 +9W-1o0 +DO/-120 +901.100 +SW-120 60' 70. 72 +9W100 i90/-lo0 00 1. 300 102' +9W-90 +901-100 +9W-120 +9W-90 .901-100 .9N420 1. 4T +68.31.88.3 .9W-100 +SO1-120 +77.11-77.1 +9W-100 +904120 48' 1. .901-100 +90/-120 +9W-100 +901-120 low 70' +901-100 .sal-lo0 1. 108, +90/90 +9W-100 +9111-120 +67.5197.5 .9w-lo0 +90L-120- .741.74- __+901-1Do +w_120 +64.51.64.5 .901.100 +9W-12D M +90/-1o0 +SW120 +9W-100 +9W-100 24' le 114' +e + + +74.21-74.2 +9W-100 +901-120 36' 42' +6761-sZ6 +90/.lo0 +901-120 +9W-100 .901.120 48' 54' 60• +9W-too +901-120 +9W-too +9W100 24' 30' 120' +78.51-78.5 +SW-100 -901.12D +63.4/93.4 +9W-100 +901-12D 38' 4T .53.51-535 .901-100 .901-120 +90/-1D0 +9W-120 48' 54' 60• +90/-100 +9W-120 .9W-100 +901-100 1. 30' 126' .67.7/97.7 +901-100 +90/-120 +54.61.54.6 +901-100 +901-120 1. 4T +461-46 +901-100 .9W.120 .67.11.96.8 +DDI-716.5 Q. 54' +901-100 +84/93.4 24' 30' 1 +58.61.58.8 +901-100 +90/-120 +47.41.47.4 +=-100 +9W-120 3B' 42' +97.1/96.7 +901.116.4 +75.4193.8 +DW-100.9 48' 54' .60.15199.4 .72.81.60.6 30' 136' +51.N-51.4 +BW-10D +9W120 +41.41.41.4 +9W.10D +9W.120120 1. f18'?A' 1. +7W94.4 .9W-101.6 +79.2/98 +70.11.77.9 24' 30' 144• -45.2/-05.2 .9W-100 +9W-120 +36.4/-36A +79.51.88.3 +90/-108.3 35' 42' de' +66.7/-74.1 +90.W99.3 +61.S4i8.3 FR HE AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 WIDTH 2 I- CENTERLINE - I- CEN TERWIDTH L2 E I WE 3HT --►{ 1.521' �-- 1.126' `- 4.752' 4.751' -- .187' .188' OALUMINUM 10 STEEL REINFORCEMENT REINFORCEMENT OPTIONAL - HORIZONTAL MULLION NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR HE ENTIRE SYSTEM. Ill 1n M Z M W 82 W `JN.6 F1 a u�j 6� (n } LGti Cp U. LL o3 zz O O ® _ S�o � Z r c�i 1aa4: ipr o ^O> Z Z Yn �Ntr 0 m�LL� 2 o J LLI US DEW 5`� czc OS� a, O�a w Do Q' to M nQ. rw-w3 > Q _ (n 111110 1111/// PC1�,.•'' L10ENyF •. ���� �i No. 58705 7�f .. Vwy-? �,. 7///111111111 A. LYNN BILLER. P.E. P.E.# 58705 EMBEDMENT --'j EDGE DIST. j ° ' ° • TYP. ANCHOR TYPE, / EMBEDMENTA6 ° �• EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. ' • ' CONCRETEICMU PERANCHOR ' REQUIREMENT ' EXTERIOR 112'MAX.SHIMa-�{ EMBEDMENT - EDGE DIST. e TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE n ; TABLE 1, SHEET 1. 1 CONCRETEICMU PER ANCHOR REQUIREMENT III 12- MAX.SHIM r- EMBEDMENT�T.l EDGE ' TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET I. 2X WOOD BUCK OR FRAMING 12- MAX. SHIM I DETAIL Al INTO MASONRY REINFORCEMENT #4 OR #10 REQUIRED, SEE TABLE OPTIONAL LAMI IG GLASS DETAIL B DETAIL C MULLION 1/4' NUT 8 BOLT, 24' MAX. INTO METAL FROM EACH END AND 24' MAX "\ O.C. OPTIONAL TYp, ANCHOR TYPE, B EMBEDMENTAND J BEAD EDGE DISTANCE PER i =-I 5 SUBSTRATE.SEE TABLE I, SHEET 1. .._._... -' �— DAYLIGHT OPENING WIDTH --►•j 42 EXTERIOR 4t _-��1 FRAME WIDTH - 12" MAX. SHIM -�-j lX WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. M"RU DY ! 114• NUT 8 BOLT, 24- MAX. FROM TOP OF FRAME, REQUIRED FORTRANSOM HEIGHTS OVER 22-1/4" EXTERIOR (SEE SEPARATE APPROVAL) EXTEnRIO V DETAIL 1 INTO 2X WOOD EXTERIOR V DETAIL E STOREFRONT WINDOW TO TRANSOM —� ATTACHED I STOREFRONT I i�f7 u' =mil DOOR TRANSOM. I '1 SEE SEPARATE I APPROVALFOR I I li SPECIFICATIONS i u 97 �I I INSTALLATION NOTES APPROVED MULLION, DETAIL D I ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE TABLE STOREFRONT 1, SHEET 1. NDOW - DOOR WI - - -�i 1.314- - �-+ 8 BOLT. 24' MAX.NUT MAFROM EACH EDGE DIST. 1 3/8° I i }/ END AND 24" MAX O.C. I 11 C1Ai 0 ATTACHED I JI STOREFRONT 1111�7��NNN DOOR, I SEE SEPARATE I f APPROVALFOR SPECIFICATIONS EXTERIOR 1„ 1 I 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IIX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TD PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5.10. ��NY LYN/yM�.,,�' .•'' �10ENSF'•. C� NO. 58705 S Q ••.V1TA14TfF1 '��` i �(C •• F�ORIOP,.•' \C�� �1rN1AL1�yENG�� A. LYNN I�ILLV, P.E. �Commerda o Architectural Product CGI WINDOWS AND DOORS, INC. 10100 NW 25TH STREET M"I. FL 33172 PREPARED BY: A. LYNN MILLER 1070 TECHNOLOGY DRIVE (g47�d80-1tVIENICE60031276 cciwiNnowMssDOORS ALL RIGHTS RESERVED N—opho.; uraxn vy HORIZONTAL X-SECTION J ROSOWSKI Titte: Dote: >TOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 $cries/M:tleh Scot6: Sneel: Orc»ing Np. Rev. SS-3500 NTS 12 OF 16 MD-3500-2-LM DETAIL F1 THRU 1X WOOD CONCRETEICMU PER I INTO MASONRY ANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. EDGE DISTANCE S r • v .\ s . EMS 1rz• MAX. — EXTERIOR DAYLIGHT OPENING HEIGHT FRAME _ _II__ --HEIGHT EXTERIOR a DETAIL F INTO WOOD 2X WOOD BUCKSTRIP OR FRAMING. SEE _ ANCHOR NOTE 3, EDGE SHEETI DISTANCE 4T 12- J MAX EXTERIOR EMBEDMENT 12 MAX. TYP. ANCHOR TYPE, TYP. ANCHOR TYPE. EMBEDMENT AND EDGE �,� ` EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. - SEE TABLE 1, SHEET 1. kI(DIETAL RNTO MASONRY CONCRETE/CMU EDGE _ PERANCHOR--•--\ —� DISTANCE REQUIREMENT EMBEDMENT EXTERIOR r, IIJ MAX. EXTERIOR C_3 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. INSTALLATION NOTES I DETAIL F4 INTO METAL—] APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. _ 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS. FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-12• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED — Lz \ TO PROPERLY TRANSFER LOADS TOTHE TYP. ANCHOR TYPE, EMBEDMENT AND \I) [— \ STRUCTURE. WOOD BUCK DESIGN AND #6 X 1.518' BUGLE -HEAD INSTALLATION IS THE RESPONSIBILITY OF THE EDGE DISTANCE PER SUBSTRATE. SEE ET 51 SMS. 2-12' FROM EACH ENGINEER OR ARCHITECT OF RECORD. MAXIMUM TABLE 1, SHEET 1. END & 13-12' MAX. O.C. SHIM THICKNESS TO BE AS REQUIRED BY TABLES DETAIL I 341, SHEETS 5.10. i 11�— -` REQUIRED AT CURVED HEADER 3) EACH ANCHOR J LOCATION FIGURE 1: 11 I I I I r I r— V2'MAX.SHIM --REMOVE 11 17 ? LICEN,SF •• .(('� Commercial P•` F o Architectural Products L " �L_ - * :' Nu• 58705 EMBEDMENT CGI WINDOWS AND DOORS, INC. • — • -0 ^ * = 10700 NW STREET L " j IAMI M. R 3117 33172 1 (305)593.6590 PREPARED BY. A. LYNN MILLER 0 STA j7� CONCRETE/CMU PER 1070 TECHNOLOGY DRIVE EDGE ^.— '••:..........[ORID%`. ��� N. VENICE, FL 34275 ANCHOR REQUIREMENT �L DIST. SSG�`�� (941)460-1600 PARTS #5 8 #6 MAY ALSO BE i DETAIL H USED IF FIELD -MODIFIED AS /TONAL StIN COPYRIGKTO2017 INTO MASONRY SHOWN ABOVE. III 111 111t CGI WINDOWS & DOORS A LYNN MILLER, P.E. ALL RIGHTS RESERVED I__ y / /-�tl JBEAO TYP. ANCHOR TYPE, EMBEDMENT AND EDGE i✓ ,I DISTANCE PER SUBSTRATE, - / 6 U MAX. HORIZ. _ _ -- 111E -H SEE TABLE 1, SHEET 1. DETAIL RORIZ. MULLION __MULLIO OPTIONAL LAMI IG GLASS J II MAX.X. -q�y�' IIII IIIL -J EXTERIOR DISTANCE EMBEDMENT 4' LENGTH ANCHOR B CHANNEL AT INSTALLATION _ ANCHORS. SEE SHEET 1 FOR REQUIRED LOCATIONS ALSO SEE FIGURE 1 BELOW R­iI n: Ranson De 6pF: ur xn ay. VERTICAL X-SECTION J ROSOWSKI STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 SeiiM^/Mo0c1: 5.o!e. Siirel' D/axing NG. Rev: SS-3500 NTS 13 OF 16 MD-3500-2-LM 2X WOOD BUCKSTRIP OR 41 FRAMING, SEE ANCHOR- 114' NUT 8 BOLT, 24` NOTE 3, SHEET 1 r- MAX. FROM EACH END •�`•� '_ AND 24' MAX O.C. 2�'�J '� r DETAILJ —�- PTAC LOUVER 8 WINDOW INSERT NOTES: / '� �\ -C PTAC INSERT \ � j 1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL L _ ------ .V ' WINDOW INSERT REQUIREMENTS AND � - INSTALLATION. 1Y2` J •------ =Z,� 2 AWNING WINDOW INSERT SHOWN BUT MAY BE ANY MAX m PTAC LOUVER, REFER TO SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS �1\\ I EXTERIOR i REFER TO PTAC LOUVER APPROVED PGT WINDOW WITH A FLANGED FRAME. ;APPROVAL FOR LOUVER 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC I INSTALLATION REQUIREMENTS LOUVER REQUIREMENTS AND INSTALLATION. 4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. INSTALLATION NOTES: - 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, REMOVE GLAZING LEG AS FOLLOW EMBEDMENT, EDGE DISTANCE AND --REQUIRED FOR PTAC SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET I LOUVER INSTALLATION 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED 1.750' 12. MAX. DIRECTLY TO SUBSTRATE. WOOD BUCKS SHIM DEPICTED AS 2X ARE 1-112' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE EXTEF _ ' DETAIL K PTAC INSERT I . • s STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE EMBEDMENT ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. SHEETS 5-10. �r 2 �l CONCRETE/CMU PER / _ I ANCHOR REQUIREMENT EDGE DIST. Iif 1 CGI, PGT OR WINDOOR -�{ 1.750' Imo— -�{ 1.750' I+- FLANGED WINDOW 1/4' NUT 8 BOLT, 24- MAX. FROM EACH END AND 24' MAX O.C. 02 y r-1 !!r I 1/4' NUT 8 BOLT, 24` MAX. FROM EACH END - AND 24' MAX O.C. I-� it r (AWNING SHOWN). REFER TO SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS REMOVE GLAZING LEG AS REQUIRED FOR PTAC - _LOUVER INSTALLATION _— ------------ :_:_::_:___ :_ DETAIL L PTAC LOUVER. REFER TO SEPARATE APPROVAL FOR- PTAC INSERT INSTALLATION REQUIREMENTS EXTERIOR DETAIL �i PTACINSERT EDGE DISTANCE EMBEDMENT �� • - t75o DETAIL N j 1 �, WI�W INSERT I CGI, PGT OR WINDOOR FLANGED WINDOW (AWNING IOWN). REFER TO SEPARATE 'PROVAL FOR INSTALLATION :QUIREMENTS 4UT 8 BOLT, 24' FROM EACH AND 24' MAX O.C. DETAIL O 1 WINDOW INSERT DETAIL P REMOVE GLAZING LEG EXTERIOR DETAIL Q -WINDOW INSERT @ WINDOW INSERTID !.WINDOW INSERT Y � ?> N O Lh U O �19Q � � J e J N W O W LO � O W F-• '9N � D.titO f 0 O LL _ J89V$ J_ Z Z Lu 0 99 S W LO W 0: M Z O U) ONY LYNly��''.,, * ; No.58705 ' ' O SZ�Qk /I/lllw A. LYNN MILLER, P.E. P.E.4 58705 4 r. 9/16" LAMINATED _ L� _ 9/16' LAMINATED I GLASS STACK 1/4" HEAT- I GLASS STACK 1/4'ANNEALED ^� "-SILICONE HOT -MELT BUTYL T STRENGTHENED 't�� GLASS \. STRUCTURAL ;•: GLASS '•Ij (1 1W HEAT- SILICONE .090'SGP- i 1/4"ANNEALED .090"PVB- III STRUCTURAL \ �--3116'NOM. = GLASS-� -STRENGTHENED POLYISOBUTYLENE -- Y• -- 1/4' NOM. WITH I 1 42� !•I' ' 42 = I •• GLASS WITH DESICCANT DESICCANT 1 /r 3/4" GLASS \ 3/4" GLASS / • / BITE _ 41 -- / 40) BITE 41 II 401 INT. GLASS /�/ INT, GLASS V T 30\ �r 30r' iflf-Li GLASS. TYPE A GLASS TYPE B /�--EXT. GLASS U� --EXT. GLASS C3rJKODISPACE@ 4SG TPS C�SUPER SPACER('!' NXT TM 1-3/16"I.G. 9116" LAMINATED _ _ GLASS STACK 9/16"LAMINATED GLASS STACK ALUMINUM 114" HEAT- — - GLASS STACK r REINFORCEMENT STRENGTHENED 1/4' ANNEALED POLYIS0. -DESICCANT FILL AREA GLASS \�• I' GLASSY 7116' AIRSPACE BUTYLENE 1/4" HEAT- • 5176'N-OtvC� SEAL .09D'SGP- i� 090'-SGP-= •-—1/4'TEMPERED _ _ /STRENGTHENED---- GLASS BUTYLB \ SILICONE SEAL ROLL -FORMED _ -- - - 42 - - ` GLASS ; 4Y-,,• DESICCANTFOAM .� STAINLESS STEEL 3/4 B TE SS 41 'I Q 40 3/4 BG SS `INT.GLASS..______._._ ... INT.GLA554) GLASS TYPE C GLASS TYPE D 'J EXf.GLASS -EXT.GLASS C38�DURASEA& SPACER a9 XL EDGET. SPACER 1-3/16"I.G. _ 1-3/16"I.G. 9116" LAMINATED GLASS STACK 9/16" LAMINATED _1 GLASS STACK GLASS STACK GLASS STACK 1/4' HEAT- �jI-- 1/4' HEAT - STRENGTHENED \, I STRENGTHENED GLASS ll 1 7116"AIRSPACE GLASS 7/16"AIRSPACE .090"PVB--II•- r� 1/4"TEMPERED .090"SGP • •- 114"TEMPERED GLASS .GLASS 42 - I • 40 1 __-_.42- � 3/4' GLASS 3/4" GLASS ���l BITE 41 BITE 41 - 40 31 / 47 31 47 GLASS TYPE E GLASS TYPE F NOTES: 1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. 'PVB' = .090' TROSIFOLID PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG' =.090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC, W M ca (j Q g H L Z C C c C a�a W pp W F_ av `JNO CC O U) U o om LL O OLo ® �oM cn J Z j > U) z �¢ 1— W f— Z ~ Z Zzm ®� O O 777 Ll7 mpLLS+ ao� �- Z W w=w� oil 0 O Ch ErZe-J CA W 'n (n LYN * : N0.58705 %�•° • � r�- !`1�� :• O�'.• STATE OF (V; tug; rN 70NAL E'�. A. LYNN MILLER, P.E. P.ER 613705 ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, 1 ANCHOR PLATE a -, SHOWN FOR CURVED OR ANGLED HEADERS,CORNERS ���H MAY BE WELDED 50 EXTERIOR l� - wI .969" 1.000' 4,192' .1252.750. .os4• OFRAME HEAD, GLAZING SILL & JAMB O ADAPTER .908" 2.185' 4.192' 2 - 1 - � - � -�{ 1.462' r.. ,J-.....-- ----------- -��,. 1.121' .062' 1.121° .062' 03 FLAT .342' I BENDABLE O6 SNAP CCVER OBEADING A BEADING B - BEADING 5.000' .969, i4.798" 1.993" 1.000" TTfT .094' I I .094" 1 1.653' np94" NICABLE L O CHANNEL v ANCHOR BEHEAD &JAE Part Drawing Descripifon Material 1 19501 From Head. Jamb & Sill 6063-TS Alum. 2 19502 Glazing Adapter 6063-T6 Alum. 3 19505 Flat Snap Co., 6D63-T6 Alum. 4 19509 Alunin— Relnlam merd 6063-T6 Alum. 5 19503 Beading A 6063-T8 Al... 6 19504 Beading B 6063-TS Alum. 7 19573 Bendable Beading 6063-TS Alum. 8 19171 Anchor Channel - 6063-TB Alum. 9 2572 Bendable From Head and Jamb 6063-TM Akan. 10 1902 Steel Reinforcement A30 Steel 30 1652 Setting Black 311V x 7116' x 4", Dun = 85 +/-5 EPDM 31 1704 IG Setting Block 3/16' x 1-M2' x 4% Dun - 85 +/•5 F_PDM 36 Kommodirq KodiSpace 4SG TPS Spacer System 37 Quarox Super Spacer nXr with Hot Melt Butyl See Sheet t5for 38 Duanex Durasesl Motorola 39 CmdM k. Edge Spacer 40 13144 Gazing Gasket. Beading, Dun. - 65 +/-5 EPDM 41 81B23 Glazhlg Gasket, Glazing Leg, Dun. a 80+/b Sardopre w 42 SiGcoro Backbedding: Dow 791, 983. 995, GE7700 50 712X112 1#12 x 1.11E" Hex Washer Screw, Assembly Stainless Steel 51 TBBSB 06 X 1.518' Bugle Head Ph. Screw, for Cuuwd Beading SlaiNess Steel CCU NOTES: 1. PARTS 11-29. 32-35. & 43-49 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2. SEE SHEET 11 FOR PARTS 4 & 10. � � z o� ® o3J5 =oLL 3 g. V o�� C �N for Wit] ®NN a � !E d�� C4iu, m iJ�rd rco= r Z 33 �Zo w=W7 oiwl u a :I i �o;' oac 6 F2- Y m M N O M U) O aloe � r J ra C N .din J Q O O Q M LiJ F- .oh- 0n �Mo LL O O O Z CO Z laaV� Z Z X0 a'a'S LLI LL O 06 4' M 0 O � M 0n `\1111111111//// * � No. 58705 = %�O� •,• ST E A. LYNN MILLER. P.E. P.EJI SE 'r y