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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTi LI #C0 ZIT,aN C.. TILLIT TESTIMG & EIVOIINEERIING COMPANi WATER A. TILLIT, JR., P.E. tilteco@aol.com FL P.E. License No. 44167 FL E.B. Liceme No. 0006719 PRODUCT EVALUATION REPORT REPORT No.: 15-0407.26 DATE: April 7, 2015 PRODUCT CATEGORY: Window PRODUCT SUB -CATEGORY: Storefront PRODUCT NAME: Series FG-5100 Flush Glazed Aluminum Window Wall System Large & Small Missile Impact Laminated or Insulated wet and insulated dry glazed MANUFACTURER: Oldcastle Buildin Envelope . " 803 Airport RD. Terrell, TX 75160 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to OLDCASTLE BUILDING ENVELOPE based on Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. i This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affectlits limitations and conditions. 2. EVIDENCE SUBMITTED: 21 PRODUCT EVALUATION DOCUMENT (P.E.D.):_T/� z Drawing No. 15-039, titled "Series FG-5100 Flush GI r�r�._ ` .ow . _ Wall System Large & Small Missile Impact Laminattl : jm�► and q • �i 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) &'7 DS) 871-1531 insulated dry glazed" sheets 1 thru Z' and sealed by Walter A. Tillit, Jr., integral part of this Evaluation Report. 2.2. TEST REPORTS: Impact and Cyclic Tests as per I Static Load as per Protocol TAS Florida Building Code. Test reports prepared by Architec 401-18, No. 88725.02-401-18, sig Certified Testing Laboratories rel Ramesh Patel P.E. 2.3. STRUCTURAL ENGINEERING C On Series FG-5100 Flush Glazed A Small Missile Impact Laminated or for Maximum Pressure Rating vs. M and Horizontal Span, and Maximi comparative analysis, and in accord Florida Building Code. Calculations. p 3124/15 signed and sealed by Walter) 3. MISSILE IMPACT RESISTA Large Missile Impact resistance is Large Missile). 4. WIND LOADS RESISTANCE Series "Series FG-5100 Flush GlazE & Small Missile Impact Laminated c has been verified to sustain wind pre Mullions Spans, & Horizontal Spans Product Evaluation Document (P.E.D. Maximum Design Pressure Rating fc Connection Maximum Fasteners Sp. indicated on sheets 11 thru 14, of Pro No. 15-039. 2 I of 20 prepared by Tilteco, Inc.; signed P.E.; dated 03124115. This drawing is an col TAS-201 and TAS-203, and Uniform per sections 1626 and 1609.1.2 of the Testing, Inc. Lab, Report No. 86107.02- and sealed by Joseph A. Reed, P.E. and No. CTLA-1177W, signed and sealed by ALCULATIONS: ,luminum Window Wall System Large & insulated wet and insulated dry glazed" iximum anchor spacing, maximum Mullion m Glass Size, based on rational and trice with sections 1604 and 1616 of the epared by Tilteco, Inc., dated 11/17/10,and . Tillit, Jr., P.E. per TAS 201 (9 Ibs, 50 feet/sec, I Aluminum Window Wall System Large insulated wet and insulated dry glazed" sures. Maximum Glass Panel Dimensions, call be as indicated on sheets 6, thru 10 of Drawing No. 15-039. Mullions Head/Sill connections and Jamb :ing for applicable substrates shall be as uct Evaluation Document (P.E.D.), Drawing 5. INSTALLATION: Installation shall be performed strictly in accordance with G 6, 7, 9 & 12, indicated on sheet 1 and 'details indicated on d Product Evaluation Document (P.E.D.), drawing No.15-0, OF ,4, 5, V. of Gaskets and setting blocks used at i the Florida Building Code as specifie and 5) on Sheet 3 of Product Evaluati 6. MATERIAL CHARACTERI: Shall be strictly in accordance with sheets 1, 2 & 3 and 5, of Product E 039. 3 >tallations comply with section 2411.3.4 of on Bill of Materials (components 1, 2, 3, 4 i Document (P.E.D.), drawing No.15-039. ,ND SPECIFICATIONS: Notes and Components indicated on Document (P.E.D.), Drawing No. 15- Anchor specifications shall be as in icated on sheets 11, 12, 13 and 14, of Product Evaluation Document (P.E.D.) Drawing No. 15-039. 7. LIMITATIONS AND CONDITI 7.1. Shall be strictly in compliance wi- sheet 1 of Product Evaluation Docurr by Tilteco, Inc. and signed and sealed 7.2. Product may be installed within defined on section 1620.2 of the FI VELOCITY HURRICANE ZONES. 7.3. Product shall only be installed ini metal (steel) and wood structures with Product Evaluation Document (P.E.D:; 4S OF USE: General Notes No. 1 thru 6, indicated on it (P.E.D.), Drawing No. 15-039 prepared f Walter A. Tillit, Jr., P.E. GH VELOCITY HURRICANE ZONES as la Building Code and within NON HIGH poured concrete, grouted concrete block, mitations indicated on sheets 11 thru 14 of Drawing No. 15-039. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. "'167), President of Tilteco, Inc. (Florida EB-0006719). ASC SERIES FG-5100 FLUSH GLAZED ALUMINUM WINDOW WALL SYSTEM FOR USE IN HURRICANE ZONES REQUIRING LARGE & SMALL MISSILE IMPACT PROTECTION (LAMINATED OR INSULATED WET &INSULATED DRY GLAZED GENERAL NOTES: 1. SERIES FG-5100 FLUSH GLAZED ALUMINUM WINDOW WALL SYSTEM LARGE & SMALL MISSILE IMPACT RESISTANT. 14. PRODUCT MAMIFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SHOWN ON THIS PRODUCT EVALUATION DOCUMENT.(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORWNCE WITH THE 2014 l EDITION) OFTHE FLORIDA BUILDING CODE AT PRODUCT IN ACCORDANCE WITH SECTION 17105 OF THE FLOMOA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SERIES FG-5000 FLUSH GLAZED ALUMINUM WINDOW WAIL SYSTEM MAY BE INSTALLED WITHIN HIGH VELOCITY HURRICANE ZONES (HVER) AND OUT THEM (NHVHZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 (HVHZ) & 1609 (NHVHZ) OF THE ABOVE INDEX. - MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd---M85, USING ASCE 7-10 & SHALL NOT EXCEED THE SHEET 1: GENERAL NOTES, INDEX AND INSTRUCTIONS. SHEET 2: COMPONENTS. MAXIMUM (AS.O.) DESIGN PRESSURE RATING INDICATED ON NOTE 2. SHEET 3: BILL OF MATERIALS. IN ORDER TO VERRIFY, THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A-". DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO SHEET 4: ISOMETRIC ELEVATION FOR FG-5100 FLUSH GLAZED ALUMINUM WINDOW WALL SYSTEM. SHEET SHT 5: TYPICAL GLAZING DETAILS & GLASS SCHEDULE. COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. SHEET 6: MAXIMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR A GIVEN GLASS TYPE AND GLASS PANEL DIMENSIONS. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVEIiSTRESSED, A 33X INCREASE IN SHEET 7: MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR STANDARD, HEAVY & CORNER MULLION ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS W/ LAMINATED GLASS. BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012- SHEET 8: MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR STANDARD, HEAVY & CORNER MULLION THIS PRODUCTS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 & 16D9.1.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-20Z, TAS-203, PER CERnnED TESTING LABORATORIES REPORT #CDA-1177W, ARCHITECTURAL TESTING REPORT 086107.02-401-18 & 80725.02-401-18 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 do 1604 OF THE FLORIDA BUILDING COOS 2. MAXIMUM AS D DESIGN PRESSURE RATING FOR THIS WINnnw WALL SYSTEM SHALL RE AS SHOWN ON SHEETS 6. 7 B. 9 10 11 12 AND 14 3. THIS PRODUCT WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. THIS PRODUCT IS APPROVED FOR AIR/WATER INFILTRATION (15 P o f ) 5. SERIES FC-5100 FLUSH GLAZED ALUMINUM WINDOW WALL SYSTEM LARGE & SMALL MISSILE IMPACT RESISTANT SHALL COMPLY WITH SECTIONS 2406.1. 2411.4.1 AND 2411.42 OF THE FLORIDA BUILDING CODE 6. PROVIDE 1 3/8' MAX. LOAD BEARING SHIM (TYP.). WHEN ALLOWED BY THIS DRAWING. -BUCKS-BY-OTHERS. MUST -BE -ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. BUCKS MUST BE SOUTHERN PINE, G = 0.55. B. REMAINING COMPONENTS FOR THIS WINDOW WALL SYSTEM SLIM• BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING: 9. ALL, ALUMINUM EXTRUSIONS IN CONTACT WITH STET, CONCRETE, GROUT FILLED CONCRETE BLOC( AND WOOD SHALL COMPLY WITH SECTIONS 2003.8.4.4 2003-8.4.4. 2003.&45 AND 2003.8.4.6 OF THE FLORIDA BUILDING CODE, RESPECTIVELY. 10. SHOP DRAWINGS PREPARED BASED ON THIS APPROVAL AND TAILING INTO ACCOUNT THE SPECIFIC JOB CONDITIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS PART OF THE PERMIT DOCUMENTS. 11. STRUCTURAL SUBSTRATES NOTED ON THIS DRAWING AS EXISTING STEEL, POURED CONCRETE, GROUT FILLED CONCRETE BLOCK AND WOOD ARE BY OTHERS, AND MUST WITHSTAND THE LOADS IMPOSED BY THIS PRODUCT. 12. THIS PRODUCTS INSTALLATION SHALLL COMPLY WITH ALL SPECS INDICATED IN THIS DRAVANG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS P.EO. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SIZE SPECIFIC PROJECTS SHALT. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (B.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LAT117i THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1 W/ INSULATED GLASS. SHEET 9: MAXIMUM AS.D. DESIGN PRESSURE RATING FOR REINFORCED JAMB MULLION W/ LAMINAM OR INSULATED GLASS (WET GLASS SHEET 10; MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR HORIZONTAL W/ LAMINATED OR INSULATED GLASS. SHEET 11: MAXIMUM A.B.D. DESIGN PRESSURE RATING FOR MULLION CONNECTIONS. SHEET 12: MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR MUWON CONNECTIONS (CONTINUED). SHEET 13: MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR JAMBS FAST84ED W/ 3/8-0 FASTENERS. SHEET 14: MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR JAMBS FASTENED W/ 1/2'P FASTENERS. SHEET 15: HEAD CONNECTION DETAILS. SHEET 16: SILL CONNECTION DETAILS. SHEET 17: HORIZONTAL. SECTIONS AT STANDARD, HEAVY. & CORNER MULLION W/ LAMINATED GLASS. SHEET 18. HORIZONTAL SECTIONS AT STANDARD, HEAVY & CORNER MULLION W/ INSULATED GLASS (WET & DRY GLAZED). SHEET 19: HORIZONTAL CONNECTIONS DETAIL AT JAMB. SHEET 20: CORNER DETAIL AT JAMB. .INSTRUCTIONS - STEP I DETERMINE A.S.D: DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY. BUILDING HEIGHT, WIND ZONE, USING APPLICABLE ASCE 7 STANDARDS. SIFJ-2• GO TO SCHEDULE ON SHEET 6, TO DETERMINE MAXIMUM A.S.D- DESIGN PRESSURE RATING (psf) OF DESIRED GLASS SIZE BASED ON GLASS PANEL DIMENSIONS. STEP 3: DETERMINE MAXIMUM MULLION SPAN 'L'(Fr) FOR A GIVEN MULLION EFFECTIVE SPACING 'V. ON SCHEDULE ON SHEETS 7 & 8, AND SELECT ANCHOR OPTION W/ A.S.D. DESIGN PRESSURE RATING EQUAL OR GREATER THAN A.S.D. DESIGN LOAD SPECIFIED IN STEP 1 USING SCHEDULES ON SHEETS 11 AND 12. SIiP 4: USE SCHEDULES ON SHEETS 13 AND 14, TO SELECT JAMB ANCHOR OPTION W/ ANCHORAGE OR SHEET 9, FOR W/O ANCHORAGE WITH AS.D. DESIGN PRESSURE RATING EQUAL OR GREATER THAN DESIGN LOAD SPECIFIED IN STEP 1. STEP 5: USE SCHEDULE ON SHEET 10, TO VERIFY MAXIMUM AS.O. DESIGN PRESSURE RATING OF HORIZONTALS (IF USED). TO BE EQUAL OR GREATER THAW A.S.D. DESIGN LOAD SPECIFIED IN STEP 1. STEP 6: THE LOWEST VALUE OF A.S.O. DESIGN PRESSURE RATING RESULTING FROM STEPS 2, 3, 4 AND 5 SEW1 APPLY TO THE ENTIRE SYSTEM. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERM/TS /N THE STATE OF FLORIDA A i WE mz I .Np Oo r � IF , 3.093" u O *1 0. O Om o.Oq� ��o. I cn m z O -1 07 00 n m �.C. O— Z O N O 1� 10 to 03 I1 e 0 V 0 0.188' 2� 0 C, a . 0.078" 0 r X A S DI 4.660" ZJ o N ro v� 4 IL N 554' -i m OO 0.688" N n G) mm{ D N G <J to D in .0.094' $ 0.094" O C O 07 0 --{I c z I N D I 5.000" D n m O O- 0.688° w o m �{n G7 0.094' m 0.094" ra Z N O 07 Z o 0 5.000" �m p < 0.213' N 0.213" N L-rFFT O C r Z I ' 5.000" r nm 00 2. D 1. o 0 b o � � 'i o N IV> N o O N 0.609" G� O On rn z ��T.Z u N ��C)0 lLJ�O 0�M K N o r rC ' M C L�, 4.660" z iNil O ! UI 4.680" m 0.093" u zIm r CO G7 c iv I = 1.osz" Lt h onto RRCa roc IILIEC O tuc. Ua / I�IC7 0.250" 0 V N O 4.562" m 0 M jjO� 00 Do Z i O � n Z N CODE (Nlah h Nan A1R Okkastle Bu1ldingEnvelope 15-039 8MAMMRT D.iERRPLLTX7XW mar E SNRT P pr80 BILL OF MATERIALS zN =ar i� x , iy C W No PART NUMBER DESCRIPTION DIMENSIONS o z a _?Q m� yyx� y= p " a rS V On Sf 0 3Z - - gd -- -- 1C�' r�Ynq QvN e e K OFF IONP�' MATERIAL MANUFACTURER NOTES 1. FG-1133 EXTERIOR GLAZING GASKET 0.421' X .554" 70 OURORIETER EPDM TRELL®ORG OR EPG FOR 1 5/16` OR 5/8" GUIZING FOR WEf do DRY GLAZED - ` r 9✓ s ISOMETRIC ELEVATION FOR FG-5100 FLUSH GLAZED ALUMINUM WINDOW WALL SYSTEM (WET & DRY GLAZED) N.TS. F INFINITE FRAME WIDTH EXISTING_ < �0 XO / a O 2 z all 19 w w N Z ILm � O J g C FASMERS 5 I I IY 9 FOOT NOTES: QFOR MAXIMUM MULLION SPACING SEE SHEEP 10. ® FOR HEAD AND SILL FASTENERS QUANTITY, TYPES AND SPECS SEE SHEETS 11 & 12. ©SEE SHEETS 13 & 14 FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR JAMB CONNECTED TO EXISTING STRUCTURE. CXSEE SHEET 9 FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR JAMB NOT CONNECTED TO EXISTING STRUCTURE. ® USE OF HORIZONTALS (SEE SECTIONS 7 & 7A/10) IS LIMITED BY SCHEDULE ON SHEET 10. 6 FOR MAXIMUM MULLION SPAN SEE SHEETS 7 & 8 SEE LIMITATIONS IN PRESSURE FOR DRY GLAZED CONDITIONS W/INSULATED GLASS ON SHEET 8. © FOR GLAZING DETAILS AND GLASS SCHEDULE SEE SHEETS 5 & 6. 0 FOR MAXIMUM D.L.O. A.S.D. DESIGN PRESSURE RATING FOR GLASS, SEE SCHEDULE ON SHEET 6. -� A /n \DOOR (fNCWDING DOORJAMB MULUOM UNDER SEPARATE APPROV t t to t t,, t ®� HORQONi % � I // p 10A II I I =-- H I III � ' MAX D.LO. 7 17 u 3 4 is INDICATES I REINFORCEMEW I III olr e I © Q I I i t I a ® �1 l0• LAMINATED GLASS WET GLAZED TYPICAL GLAZING DETAILS INSULATED LAMINATED GLASS WET GLAZED GLASS SCHEDULE WET GLAZED GESSS GLASS COMPOSITION MANUFACTURER AME RERLAB MAXIMUM D.L.O. G33 c/f 8' Auld µeh , 1/4.H.S LlJLSS OURBOARD ors vAHGEva/sroKzticLAss OLDCASTLE SEE SCHEDULE CDMPOSRE KrER AYER ON SHEET 6 1/4' H.S. GLASS INBOARD 1 4/16' OVERALL THICKNESS OLDCASTLE SEE INSULATED LAMINATED GLASS, OF 1/7°'t'. � °�D"� G3 1/2- AIR SPACE ON SHEETU6E 1/4' HS. GLASS U75' VANCEVA/SIORMGLASS COYPOSHH NTER YER 1/4' Ha GLASS INBOARD 't f INSULATED LAM INATED_GLASS- - DRY GLAZED* GLASS SCHEDULE DRY GLAZED GLASS LABEL GLASS COMPOSITION MANUFACTURER NAME _ •MAXIMUM D.LO. i Sj lfr OVERAI I THICKNESS INSULATED iaet'HA>Eo Gam- _ CONSISRNG oK= 1/a Hs DUPONT SEE SCHEDULE ON SHEET 6 G4 GLASS 00 1/2' SPACER AND 1/4- HS OVER 0.090 SENTRYGIASPUIS UDE31LAYER OVER 1/4' HS (LASS ' LIMITED TO +70 -70 Psf. FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING. S 0 • � � � � � S a STANDARD, HEAVYA CORNER MULLION W/ LAMINATED GLASS 1 7 1a N i0 UWON 18 18 INSIDE _ D.LO. 2 1/2' CORNER OUTSIDE MUWON CORNER MUWON ISOMETRIC SIDE VIEW CASE-1 L = MUA STANDARD MUWON WON SPAN 1©+ 18 +® EFFECTIVE SPACING b = Si + Sz (SFE SCHEDULE,) (FOR STANDUM MUUM) 2 EFFECTIVE SPACING b = Si + Sa (SEE SCHEDULE) (FOR CORNER MUWON) T CASE DEFINITIONS CASE 1 UNREINFORCED STANDARD MUWON A. CASE 2 UNREINFORCED HEAVY MUWON B. CASE 3 : REINFORCED STANDARD MUWON C. CASE 4 : OUTSIDE/INSIDE CORNER MUWON D. 'k MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR STANDARD & CORNER MUWON WILL AUTOMATICALLY QUALIFY A.S.D. DESIGN PRESSURE RATINGS FOR JAMBS W/ ANCHORAGE FOR ANY GIVEN MUWON SPACING. FOR MAX. JAMB SPAN W/O ANCHORAGE SEE SCHEDULE ON SHEET 9. JAMB ANCHORAGE (WHEN USED) SHALL BE PERFORMED AT MID HEIGHT OF JAMBS. D.LO. I 2 1/2' I D.L.O. APSE 3 STANDARD MUWON C (9+@+®W/ STEEL REINFORCEM 9 CASE:2 B HEAVY MUWON 14 + @ + CASEA D OUTSIDE (SHOWN)/INSIDE CORNER MUWON ®3 + MULLION SPAN T =OR s v� c �yC Z75 Lu 2 W s U �g ! w j�CW $ MAXWM E CASE? CASE2' CASE3 CASE4 Amn :LROWEUM g11510EN5IDE WONUM HZEBYFryM SfAHd18D HEAVY STANDW [08HER P-Arrm Hal11pHA H!l1Ha9 muimC MluaHD V ffT49 -V E-) -V OT" V 1FT-M 3'•6• r-5• 10•-P 10'-0' f0'-O' 60.0 4'-O' r-5• 10'-0• 10'-0' . 1D'-0- 4'-6• r-S 10'-0' 10'-0' 10'•0• 5'-0• r-6. 8•- 8• 10'-cr r-5' 65.0 4'-0• r-S 10'-0• 10'-0• 0• 4'-6' r-5' 0'-!r 10'-p' 10•-0' 5'-M r-5' 9'- 4 10'-0• lY-11' 10'-P 10'-0' 10'•0' 70.0 4'-0' - 9'• 11' 10'-O' 10'-0- 4'-W 9'• e' 10'-0• 10'-O• -0' 9'- 0' 10'-0' - 10'-A' 10,-,r 10'-0• 76.0 4'"a 9'- T 10•-U' 10'-0- 4'"6- - 9'- 2' 10'-0' 9'-10• - 8•- 8' 10'-0' 9'= 6• —80:0 -4-. p'- __ _ - - - 9,-_ s - - 10'. U' 10'-0' 4'-6' - g-11• 10'-cr 5•- - 6' 10•-0" 10'.(r 85.0 4_p• ip'_p+ _ 1V -O- 1p_0• 90.0 4'_T 1cr-0' 4'-6' - 10•-0' _ 70..0, g1tM 0 4; z i I I Wpsf MUWON ANOAR MUWON UWON INSIDE CORNER MuwoN OUTSICORNER ISOMETRIC MUWON SIDE VIEW L = MUWON SPAN' EFFECTIVE SPACING b = Si + S2 (SEE SCHEDULE,) (FOR STM81Mm WIW011) 2 EFFECTIVE SPACING b = Si + S3 (SEE SCHEDULE) (FOR COM WWIN1) CASE DEFINITIONS CASE 1 UNREINFORCED STANDARD MUWON CASE 2 : UNREINFORCED HEAVY MUWON B'. CASE 3 : REINFORCED STANDARD MUWON C'. CASE 4 : OUTSIDE/INSIDE CORNER MUWON D'. * MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR STANDARD & CORNER MUWON WILL AUTOMATICALLY QUALIFY A.S.D. DESIGN PRESSURE RATINGS FOR JAMBS W/ ANCHORAGE FOR ANY GIVEN MUWON SPACING. FOR MAX. JAMB SPAN W/O ANCHORAGE SEE SCHEDULE ON SHEET 9. JAMB ANCHORAGE (WHEN USED) SHALL BE PERFORMED AT MID HEIGHT OF JAMBS. MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR DRY GLAZED MULLION INSTALLATIONS IS +70, —70 psf. � I STANDARD, HEAVY & CORNER MULLION W/ INSULATED GLASS WET GLAZED SHOWN SEE IR DIV CASE:1 A' STANDARD MULLION 1©+ 18 CCASE.'2 Bi HEAVY MUWON 14 + 18 E: CASE:4 C, STANDARD MUWON D� OUTSIDE (SHOWN)/INSIDE 1©+ 0W/ CORNER MUWON OR REINFORCFAI ©+.18 ft N � � 911 FOR L A.S.D. DESIGN PRESSURE RATING AND A GIVEN MULLION EFFECTIVE SPACING "b' MA)URN GASE1 CASE2 CASES CASE4 ws.m SPAONG LKEM= UNWFOMM FMOM 0u15OFRS DE OESww STA.&M MW srwmvm meta RAMM uwa111 wum8' IA1110110 uluomV 0d) 'W(R-W -V FT40 i (Fria 1' Fr-h) 1 .N r-S 10'•0` 1V a" 10'-0' 60.0 4'-V 4'-S 7'-S r-S 10'-V' 10'-0' 10•-0" IV-0. 10•-0' ID -Cr 5'- r-S 9•-W 1D•-w 1o•-0' ' -S 10'-9' 10 -0• 10'-O' 650 4•.0- r-5' 1".., 10'-0' 10'•0, 4'-.8' r-S 91- V10'-V 10'-0' 5•-0" r-S 9'- C 10•-r 9•-11• 70.0� a'-� _ iM-11' 10'-0' 10 10'-0' 4•-W V-E 101-V 101-P - 9' - T 10' -0' V- 9' 76.0 4 _(r _ 9'- S 10'-v 101-P 4'.S 9'-T 10'-0• S-1U• S-0' - 8'- B• 10'-0• 9'- S 80.0 4'-S 81-11' 10'-0" w. r 5-0' - V- S 10•-0" 8'- 3' 4 _p 85.0 _ 10'-P 80.0 4�_S - 10._0. e 1 t �2� s a _ °32 m�� ' P El W j D:W ag�g m L'35W psf ULUON ISOMETRIC SIDE VIEW L = MULLION SPAN EFFECTIVE SPACING b = Si (SEE SCHEDULE) E- - - - CASE DEFINITIONS CASE 1 REINFORCED JAMB MUWON FOR LAMINATED GLASS E. CASE 2 : REINFORCED JAMB MULLION FOR INSULATED GLASS E'. • SEE SHEETS 13 & 14 FOR SPECS FOR JAMB ATTACHED TO DXISTING WALL W/WET OR DRY GLAZED WITH LAMINATED OR INSULATED GLASS. —JAMBS ATTACHED TO EXISTING WALL HOLDING INSULATED GLASS MAY BE WET OR DRY GLAZED. —JAMBS ATTACHED TO EXISTING WALL HOLDING LAMINATED GLASS MUST ALWAYS BE WET GLAZED. REINFORCED JAMB MULLION W1 LAMINATED OR INSULATED GLASS (WET GLAZED) MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR REINFORCED JAMB MULLION UNATTACHED 12 -MAXIMUM JAMB MULLION SPAN 'L'(FT) s SCHEDULE FOR A GIVEN A.S.D. DESIGN PRESSURE RATING AND A GIVEN JAMB MULLION EFFECTIVE SPACING 'b' 1 GISE:I EJAMB MUWON I9+9+©W/ On REINFORCEMENT QO in CASE 2 E, JAMB MULLION ,©+ 0 W/ SLID. REINFORCEMENT QO t AMLIM CAM CASE2 A9A. 9PACM IliMUMFICED Dot aura J" t t7M9tlIt lnutatE touaHe 04 V W"Q T (Fr.) -1-7 10'-0" to -a r-v to•-o• to -a 60.0 Z-3" to=a to -a to-V 1a-a m-a—TOT -a es.o 7-a 7-3" t9•-a to' -a to -a 10'-a to -a to -a 10•-o" to -a 70.0 r-0r 7-3• to -a to -a to -a to -a to-o to, -a 75.0 7-0" r-3" 10•-a 101-a to -or to -a t0'-o to -a to-v to -a z-P 10'_0"__ - 10' _p - _.BOA_ zmT 10'•0" to -a 10'-or no 7-o" to-o tp-a z-3' 10'-o" 10-0" IV-0" 10'-a 11-81 10'=P lop -a 90.0 T-0" z-3" 1a-0" to -a to -a ta•a 10-0" 1a-a 1 HORIZONTAL W! LAMINATED OR INSULATED GLASS to o HORIZONTAL HORIZONTAL J 0 j HORIZONTA o .J HORIZONTAL HORIZONTAL Q J O J O O r J WINDOW WALL ELEVATION W/ HORIZONTALS "L" = MAXIMUM SPAN FOR HORIZONTAL "D.L.O." = EFFECTIVE DAY LIGHT OPENING = D.L.O.i + D.L.0.2 FOR HORIZONTAL 2 CASE DEFINITIONS CASE 1 UNREINFORCED HORIZONTAL FOR LAMINATED GLASS F. CASE 2 : UNRENFORCED HORIZONTAL FOR INSULATED GLASS F'. � o y ).L.O.+ ).L.O.2 CASE.1 F STANDARD MULLION 15+16+� GLAZm SHOWN, SEE SHEET SACF'2 5 FOR INSULATED GLASS, FI HEAVY MULLION DRY GLAZED 15 + 16 MAXIMUM A.S.D. DESIGN PRESSURE RATING a FOR HORIZONTAL $ MAXIMUM SPAN'L'(FD a SCHEDULE FOR A GIVEN A.S.D. DESIGN - PRESSURE RATING AND A GIVEN EFFECTIVE SPACING'b' v� s tl tW3 g r CASEII CAM MAXINUW EFFECTM ASn. DESIGN awr LIGFIi mkmm Utz mkxm At ME FORMD RMnNGOPENING IWRmffAL F HORmNTAL P (p4 DLO'(Fr4- 1' (Fr4n) V "-W 2'-(r 5'-0" S-0' 2'-6' 5'-D' 6-0' 3'-0' S-ul 6-0' 50.0 3'-6' 5'-0` 6-0' 4'-0" 6-0` 6-O" 1 6-0" 6-0' S-0' 8-0' 6-D' t a�N 7 A t 6 p m 4�SW f o m a Loaa 7 ;l� j ?19y0 ox^� ym T �m w�W� Z .��n1 S •Z Cl,) O i Z y 04 g m z $ 0 x O> z z 0 3 va) a v cn f ? p ? ; T '----{{1 �N C2 7 j z O A m 3 z 3 m Cp = TT7 lA �pOy7 -e C y g o i 0 R it a; m m y y a al r; c 4 W I 9 W 9 W 9 W NrA NAt OIPL Vla� Olga Ol A,A NP♦tJdAA NAAW ,a9 �', 9W4�9W91RW999W9�9W4 9W9�9%R�4W9�9WRW I NNN INNN NNN NNN INNN NNN NN' NiN �� WW9�WWR WW9W b• mo$. mm? lomo m, 000 ooe boobbb o boc'000 obo bob' 880 bb' 08� cbb' �S� bbb be ��8 bb' oom obo' mmo 000 8Sm boboob $ma,m8m 000' fo f1 3 O SSB,mmm.8o$.a�8 Vim? S$8o inoo 000 000 000 000 o bbo 000 bbb z mom, $oo, 888,888, m bbo boo boo ebb bob' b b obb' obo obb' !O *F �HeTroll PS mp„o0eO.im o' 'a e oo' fnoo ob' bbb' boo cbbb" eoo' o b' 00•o�m00 obb bbo• ob' cob boob a c o, E Z: Zvi 0 Mg m0 o In0 m� �0 s � o!z4 0 2 r z /fn�T �z� I N EZZZo 8� N �L z b AN rrl/ c c m 'WIe mnm an 6 1 L � y' i �= fllllT IiSTINO f LNQ/NIDflNf R9 NI. ,K� g. SI. $ llU1f 6O bl I (.1Rlp� fSO. lir. (Ytl EB-Wa147fY O X Y♦ D c O z C) O z z n z UDA BUILDING CODE (High h Nan High Veloeity Huffimne Zam UES re-510D TLUSH C "ED ALUMINUM DmmWmi gl; VOW WALL SYSTEM LARGE dt SMALL MISSILE rAL ACT LAMINATED OR INSULATED WET & ULATED DRY GLAZED avW15 Okkaoft BuDdNEWelOpff DAM f 03 AU"RT RD.TMELLTX7nW f5-039 aw.OWmn�mr...�PLomeaae®-t59! @E1 = Na � rq SXFLT I1 0/'PO MAXIMUM A.S.D. DESIGN PRESSURE RATING Q FOR MULLION CONNECTIONS E_ MA)®,41M A.SD. DESIGN PRESSURE RATNG MULLION SPACING SP(,CINGF 'POURED CONCRETE GROUT FI1131 RG(Lf(0.10f SPAN FOR JAMB (h0n. fe m-o CWCi7E 9h7m MUU. J ON SUBSTRATE rOlK BU6SIRATE Mawkd mmm 1-(FNnJ V(Ftdi) 'o(R_M) F G H Q If I 4'-0' r-0" 90.0 90.0 910 DMO 90.0 90.0 4'-61 r-3' 90.0 90.0 90.0 90.0 90.0 90.0 5'-0" r-6" 90.0 90.0 90.0 87.6 90.0 90.0 e, 6, 4'-9' r-0' 90.0 9oq 90.0 90.0 90.0 SILO 4'-6' r-3" SILO 90.0 90.0 GILD SILO 90.0 5'-0" r- 90.0 90A 90.0 83.1 90.0 90.0 4'-0' Z-0' 90.0 Rao 90.0 90.0 80.0 90.0 90.0 4'-8' 2'-31 90.0 90.0 9IL0 85.7 90.0 90.0 5'-0' -6". 1 90.0. 90.0 90.0 77A 90.0900 4'-0" 2'-G' 90.0 90.0 90.0 90.0 90.0 90.0 T-8' 4'-8' r-3' 90.0 ou 90.0 80.0 90.0 90.0 5'-0' Z-61 90.0 90.0 90.0 72A 90.0 90.0 8'-01 4'-0' 2'-0' 90.0 90.0 90.0 84.4 90.0 90.0 4'-V Z-3' 90.0 90.0 90.0 75.0 90.0 90.0 5'-0" 7-6" 90.0 90.0 90.0 67.6 1 90.0 90.0 4"-01 2'-01 90.0 90.0 90.0 79.4 90.0 90.0 6'-� 4'-6' r-3" 90.0 90.0 90.0 70B 9o.0 90.0 S-0" r•e' 00.0 852 90.0 63S 90.0 90.0 9'-0' 4'-0' 2'-0' 90A 90A 90.0 75.0 90.0 9IL0 4'-6. 2'-3" 90.0 -69.4- -90.0- -66.7- -90.0- --90.0- - -51=0' _ -61 1 90.0 80A 9D.0 60.0 90.0 90.0 4'-V 2'-0' 90,0 90.0 90.0 71.1 90.0 90.0 4'- Er 2'-3" 90.0 64.7 90.0 632 90.0 90.0 5'-0' 2'-6- 80.0 1 782 1 90.0 58.6 90.D 90.0 10'-T 4'-0' .2'-0" 911A 90.0 90.0 67.5 90.0 90.0 4-6. r-3' 90.0 8UA 90.0 60.0 90.0 90.0 5'-0 85.7 72.4 87.8 64.0 90.0 90.0 MULLION CONNECTIONS (CONTINUED) STANDARD MULLION FASTENERS (4 REQ'D) ]EXTERIOR SCHEMATIC CONCRETE & 12 GAGE STEEL FASTENERS (2 REQ'D) CONNECTION DETAIL (ATSTANDARD MUWON) spcg.■ r-.--/D\ EXTERIOR (2 REQ'D) SCHEMATIC CONCRETE & 12 GAGE STEEL CONNECTION DETAIL (AT OUTSIDE/INSIDE CORNER MUWON) FASTENERS TYPES AND SUBSTRATES REQUIREMENTS W! INDICATED MIN. E.D., BEYOND ANY FINISH MATERIAL STANDARD MUWON spcg.■ spcga 4'-I1 I-^4" spcg.■ spcg.■ FASTENERS (6 REEt3 EXTERIOR SCHEMATIC GROUT -FILLED CONCRETE BLOCK CONNECTION DETAIL (ATSTANDARD MUWON) FASI (3 EXTERIOR P lj. MA SCHEMATIC GROUT -FILLED CONCRETE BLOCK CONNECTION DETAIL (AT OUTSIDE/INSIDE CORNER MUWON) F -3/8'0 HILT] KWIK BOLT TZ ANCHORW/ 2" Min. EMBEDMENT INTO 6" Min. THICK POURED CONCRETE (Min. fc=3lsi). G -390 POWER FASTENERS TAPPER ANCHOR W/ 13/4" Min. EMBEDMENT INTO POURED CONCRETE (Wm. fc= 31si). H -31WO HILTI HUSH SCREWANCHOR W/2' Min. EMBEDMENT INTO POURED CONCRETE (Min, fc=3 )s,). G - 3/8'0 POWER FASTENERS TAPPER ANCHOR W/ 13/4' Min. EMBEDMENT INTO GROUT FILLED CONCRETE BLOCK If -318"0 HILTI HUSH SCREW ANCHOR W12 3M4 Min. EMBEDMENT INTO GROUT FILLED CONCRETE BLOCK I - 31WO TYPE "F' BOLT OR 3/8"0 -13 SAE GRADE 6 GALVANIZED STEEL HHB THRU BOLT W/ NUT & LOCK WASHER & 2' MIN. EDGE DISTANCE TO 12 GAGE (0.1081 MIN THK) Fy=33I3i STEEL u O W o a ■ MIN. SPACING (spell.) REQUIRED FOR DIFFERENT SUBSTRATES -POURED CONCRETE: 4 VT MIN. O.C. -GROUT FILLED C.B.: 41/2' MIN. O.C. -STEEL- 412'MIN. O.C. i s i Oz I MAXIMUM A.S.D. DESIGN PRESSURE RATING SHEDULE FOR JAMBS FASTENED W/ 3/8'o FASTENERS* &SEE SHEET 9 FOR DEFINITION OF'b" Lo"m MULLION EFFECTIVE SPACM OPTION N: Q) FASnalEM COKT' CnON OPNON 92: 0)FASTEDGM CONNEcnoN OPfK/Nos:(4) FAMENERSCONPRL7 r1 OPIDN ld:f6)FASTENE7+S fDN SA1iB SPAN P S.EO Core C6W RLLBL J9)COCK SOS WOOD POUMDCDKME C4VJTR1EDC aU= STEEL WOOD POIOtEp CONCiff1E FUlOr BLOCK S7EA W000 PWFEDOONCPEM FBIIDC. BLOCK STEEL WOW 1.'Fw MmLJON -(Ft-) J K L Y P p J K L Al P O J K L M P O J K L I M P O 1' • 90.0 90.0 65.3 83A 90.0 68.8 Go 90.0 90.0 80.0 0.0 88. .0 .0 90.0 80. 90.0 .0 90.. 90.0 80.0 90.0 80 .0 6'-2' �•p 90.0 SMO 74.6 73.0 90.0 524 $0.0 90.0 90.0 90.0 90.0 78.6 90.0 90.0 90.0 90A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0. Z-3' 82.3 90.0 683 64.9 90.0 46.6 90.0 90.0 90.0 90.0 90.0 69.9 SQO 90.0 90.0 90A 90.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 2'-6' 74.1 83.9 59.7 56A 83.9 41.9 90.0 90.0 89.8 87.6 90.0 629 90.0 90.0 90.0 90.0 90.0 83.9 90.0 90.0 96.0 90.0 90.0 90.0 1'-9' Do. 90.0 80.9 79.1 90.0 56.6 90.0 90.0 90.0 90.0 80.0 85.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 BO.o 90.0 80.0 90.0 6'-e' 2-0' 8% 90.0 y0.8 692 90.0 49.7 90.0 90.0 00.0 90.0 90.0 74.6 90.0 90.0 90.0 90.0 09.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 2.3' 78.1 88A 829 61.5 88.4 44.2 90.D 90.0 90.6 90.0 90.0 Ms 90.0 90.0 90.0 90.0 90.0 BOA 90.0 90.0 90.0 9D.0 90.0 90.0 Z-6' 70.3 79.8 56.6 55.4 79.0 39.6 90.0 90.0 1 85.0 63.1 90.0 59.7 90.0 90.0 90.0 00.0 90.0 79.6 90.0 90.0 90.0 90.0 90.0 90.0 1'-V 90.0 90.0 75'1 73.5 90.0 528 90.0 90.0 90.0 90.0 90.0 792 90.0 00.0 00.0 90.0 '90.0 90.0 90.0 90.0 90.0 90.0 90.0 so. 0 Z-0' 81.6 90.0 65.7 64.3 90.0 46.2 90.0 90.0 90.0 90.0 00.0 88.9 E. 90.0 90.0 90.0 90.0 00.0 90.0 60.0 90.0 90.0 90.0 90.0 Z-3' 725 82.1 58A 57-1 821 41.1 90.0 80.0 87.7 65.7 90.0 61.8 90.0 90.0 90.0 90.0 80.0 621 80.0 90.0 90.0 90.0 90.0 90.0 7-6' 85.3 73.8 52.6 51A 73.9 96.9 90.0 80.0 78.9 77.1 90.0 55.4 90.0 90.0 90.0 90.0 90.0 73.9 90.0 90.0 90.0 90.0 90.0 90.0 1'-9' 87.0 90.0 70.1 66S 90.0 49.3 90.0 90.0 9p.0 90.0 90.0 73.9 90.0 80.0 90. 90.0 90.0 90.0 90.0 90.0 H0.0 80.0 90.0 so.0 90.0 Z-0' 782 882 BIA 6"0 8,82 43.1 B0.0 90.0 90.0 811.0 00,0 64.7 90.0 90.0 B0.0 80.0 90.0 66.2 so.0 80.0 90.D 80.0 90.0 90.0 x 3' 67.7 76.6 54.5 53.3 76.6 38.3 90.0 90.0 01.8 80.0 90.0 57.6 90.0 90.0 90.0 90.0 90.0 70.6 90.1 90.0 90.0 80.0 90.0 90.0 7-91 60.9 6 49.1 48.0 69.0 34.5 80.0 90.0 73.6 72.0 90.0 51. 90.0 90.0 90.0 90.0 90.0 6 .0 90.0 90.0 80.0 90.0 88.2 1'-B' 81.8 90.0 85.7 .3 80.0 46 90.0 80.0 90.0 90.0 90.0 68.3 90.0 80.0 90.0 90.0 90.0 9. 90.0 80.0 80.0 90.0 90.0 80.0 it-U' 2-Or 71A $0.8 57.5 56.3 80.8 40A 90.0 so,0 86.3 84A 90.0 60.6 90.0 90.0 90.0 90,0 90.0 80.0 90.0 90.0 90.0 8B.0 90.0 90.0 2 - 3' 63.6 71.8 51.1 50.0 71.8 35.8 90.0 90.0 76.7 75.0 90.0 53.9 90.0 90.0 90.0 90.0 90.0 71.8 90.0 90.0 90.0 90.0 00.0 89.8 7-8' S7.1 64.7 48.0 45.0 64.7 32.3 85 9 0 .0 8.5 900 8.5 90.0 90 90.0 90.0 64.7 90.0 .0 90.0 90.0 90.0 80.8 1'-B' 76.8 86.9 6:9 60. S8.9 4 90.0 9D.0 90.0 90.0 9"0 65.2 90.0 90.0 90.0 W.0 80.0 86.9 90.0 00.0 90.0 90,0 90.0. 90.0 8._6, 7-0' 672 76.1 54.1 629 78.1 38,0 90.0 90.0 812 78A B0.0 57.1 90.0 90.0 90.0 90.0 90.0 70.1 90.0 90.0 90.0 90.0 90.0 90.0 2-3' 59.7 67.6 48.1 47.1 67.6 333 89.6 90.0 722 70.0 90.0 60.7 80.0 90.0 90.0 90.0 90.0 87.6 90.0 90.0 90.0 90.0 90.0 64.6 7-e' 53.6 60.9 43.3 42-4 60.9 30.4 8DA 00.0 65.0 63.6 90.0 456 90.0 90 88.8 .7 900 9 90.0 900 90.0 90.0 90.0 76.1 1 82.1 1 41.1 90.0 90.0 87.7 85.7 90.0 81.8 eo.o 90.0 go,0 eo.0 90.0 821 90.0 90.0 90.0 90.0 80.0 90.0 B'-D' • 2-or 63S 71.8 51.1 50.0 71.8 359 90.0 so.0 76.6 75.0 90.0 53.9 90.0 90.0 9p.0 90.o 90.0 11.8 90.0 06.0 90.0 ..0 so.0 89.8 2-3' 56.4 63.9 45.5 44A 63.9 31.9 84.8 90.0 682 68.7 90.0 47.9 90.0 90.0 90.0 88.9 90.0 63.9 90.0 90.0 9D.0 90.0 90.0 793 -6' 50.8 57.5 40.9 40.0 67.5 28.7 76.2 88 61. 60.0 862 43.1 90.0 90.0 81.8 80.0 90.0 90 .8 - 68. .8 .4 .1 38.9 90.0 90.0 83.0 812 80.p 58.3 90.0 90.0 90.0 90.0 90.0 77.8 90.0 90.0 80.0 90.0 90.0 90.0 7-0' 60.1 68.1 48A 47A 88,1 34.0 0D.0 90.0 727 71.1 90.0 51.0 90.0 90.0 90.0 90.0 90.0 88.1 Bp.O 90.0 90.0. _ _ - -90.0- -85.1- 2-3' 53.4 60S 43.1 421 60.5 30,2 802 90.0 64.8 832 00.0 45.4 90.0 90.0_ 86.1_ -842- ---- - - -90.0- -605- -90.0 90.0 _BOA_ 90.0 90.0 80.0 75.8 _ 1_ff- _ 653..73.9- -526- -51A- - - 73.9 36.9 90.0 90.0 78.9 T7.1 80.0 55.4 90.0 90.0 90.0 90.0 90.0 73.9 90.0 90.0 90.0 90.0 90.0 90.0 to• -or 67.1 64.7 46.0 45.0 64.7 323 85,7 90.II 69.0 67S48.6 90.0 90.0 90.0 90.0 90.0 64.7 90.0 90.0 90.0 00.0 80.0 80.0 Z-3' S0.8 57.5 40.9 40.0 57S 28.7 782 882 81.4 60.0 882 43.1 90.0 90.0 81.6 80.0 80.0 57.5 90.0 00.0 80.0 90.0 90.0 71S 2'-6' 46.7 61.7 36.8 36.0 51.7 25.9 S8.5 .77.6 55.2 54.0 TTA 38.6 90.0 90.0 73.6 7ZO 80.0 51.7 90.0 90.0 50.0 90.0 90.0 64.7 * SEE SHEETS 13 k 14 FOR SPECS FOR JAMBS ATTACHED TO EXISTING WALL W/WET OR DRY GLAZED WITH LAMINATED OR INSULATED GLASS. JAMB$ ATTACHED TO EXISTING WALL HOLDING INSULATED GLASS MAY BE WET OR DRY GLAZED. JAMBS ATTACHED TO EXISTING WALL HOLDING LAMINATED GLASS MUST ALWAYS BE WET GLAZED. & FASTENERS TYPES AND SUBSTRATES REQUIREMENTS C OPTION # 1 (EURA710N) (2) FASTENERS CONNECTION W/INDICATED MIN. E.D., BEYOND ANY FINISH MATERIAL ssA,sens s,5A,s6/1s J - 3ATW0 HILT{ KWIK BOLT 3 ANCHOR W/ 2' Min. EMBEDMENT INTO 8' Min. THICK POURED CONCRETE L/ (Min. Pc= 3 ks9 W! 2 314' Min. E.D. ■ MIN. SPACING (spc0.) REQUIRED FOR 4 K - 318'0 POWER FASTENERS TAPPER ANCHOR W! 1 3/4' Min. EMBEDMENT INTO POURED CONCRETE DIFFERENT SUBSTRATES L/2 dw (Min. fc = 3 ksQ W/ 2 3/4' Min. ED. -POURED CONCRETE. 4112 MIN. O.C. L- 3B'0 HILTI HUSH SCREW ANCHOR W!2' Min. EMBEDMENT INTO POURED CONCRETE C.B.: OPTION # 3 (ELEVATION) -GROUT FILLED C.B.: 412' MIN. O.C. (Min. Pc = 3 ks) W/ 2 314' Min. E.D.. STEEL- 41/Y'MIN.O.C. (4) FASTENERS CONNECTION -WOOD' 2' MIN. O.C. 5,5A5BI19y6Ak:5&19.M-318'0 POWER FASTL7JERS TAPPER ANCHOR W! 1 3/4' Min. EMBEDMENT INTO GROUT POLED CONCRETE BLOCKW!4' Min E.D_P- 3/8'0TYPE'P BOLT OR 3/8'0-18 ELCO CONSTRUCTION PRODUCTS DRILL FLEX SCREW13 1 3W MIN. EDGE DISTANCE TO 1!4' W6L THK ASTM A-98 OR 12 GAGE (0.10W MIN. THK) Fy�31W STEEL 1/ Q-31WO LAG SCREWS TO DOUBLE 2x WOOD BUCK (G=0.55) W/ 3* Min. PENETRATION INTO WOOD 82' MIN. EDGE DISTANCE, ,µy0 BEYOND ANY FINISH MATERIAL P r ' OPTION .#2 (ELEVATION) FASTENERS CONNECTION 5,5A,59110 5AME119 L/ aP�9r aN6 OPTION 041ELEVA100 (5) FASTENERS CONNECTION 5SA5&19T-p- L/ '� MAXIMUM A.S.D. DESIGN PRESSURE RATING SHEDULE FOR JAMBS FASTENED W/ IlTo FASTENERS*QSEE SHEET 9 FOR DEFINITION OF'b' MAvmm MULLIONSt-ACMFOF EFFECRVE ORnON#1:MFAwENmm CMM5CTM 0FMN92;MFA87@GRSaw*mcnoN OPMM03:(4)FASTE7EIS ON I 0Pn0N#4:(5)FABTENERS0Wd♦ECD0N SPAN Amm 071041E mmc smm wow Rimr STEEL NOCO w r STEfl WOOD O71GRElE fl0®G STEEL WOW ' 04t0 MLLLION 'D•(Fw) R 9 T U V W R 8 T U V W R 3 T U V W R 3 T U V W 1'-8' 000 90.0 67.5 88.0 90.0 54.0' 90.090.0 90A 90.0 90.0 90.0 90.090.0 90.0 90.0 90.0 90.0 90.0 80.0 90.0 80.0 80.0 90.0 r-0' 90.0 900 50.3 77.0 90.0 47.3 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 90.0 90.0 90.0 r-3' 90.0 87,9 44.7 6&5 90.0 420 90.0 80.0 89A 90D 90.0 84.0 90.0 90.0 00.0 DOA 80.0 90.0 00.0 90,.0 BOA 90.0 90.0 90.0 r=6• 84.4 79.1 40.2 61.8 90.0 37.8 90.0 90.0 8D.4 90.0 90.0 75.6 80.0 90.0 90.0 90.0 90.0 90.0 900 90.0 90A 00.0 90.0 90.0 1'-8' 0. .0 54.5 513 90. 90 0.0 90.Q 90. 9oA 90.0 9a.0 90.0 90.0 0. .0 BUD V-(7 2. 0* 9Q0 90.b 47.7 73.1 00.0 44A 00.0 90.0 90.0 900 00.0 6 9 90.0 90.0 90.0 90.0 90.0 00.0 90.0 90:0 90.0 90.0 80.0. 90.0 2!-3' 89.4 83A 49.4 65.0 90.0 39.9 90.0 ODD 84.8 90.0 90.0 79.1 90.0 90.0 80.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 00.0 gob 80.5 75.0 1 382 1 58.5 1 90.0 35.9 90-0 1 90.0 1 76.3 90.0 904 71.8 90.0 90.0 90.0 Rob 90.0 90.0 90.0 90.0 gom 1 90.0 90.0 90.0 1'-9' 9" 90D 50.6 77.6 90.0 47.6 90.0 9o.0 90.0 90.0 90b 90.0 90.090.0 90.0 00.0 90.0 90.0 90.0 90.0 90A 90.0 90.0 90.0 T-0• 7-0' 00.0 87.1 44.3 1 57.9 90A 41.6 9. 80.0 88A 90.090.0 83.3 90.0 90.0 90.0 90.0 90.0 900 90.0 90.0 90,0 90.0 90.0 gob 2'-3' 83.0 TTA 39A 603 00.0 37.0 00.0 90.0 78.7 90.0 90.0 74.0 90.0 90.0 90.090.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 9010 -8• 74.7 69.7 35.4 64,3 64. 332 90.0 90.0 70-9 90.0 90.0 66.8 0 0 90.0 90. D 0 0.0 90.0 90 A A 90• 90.0 ,0 7-6' r-9' 872 81.3 41Z 83.3 90.0 38.9 90.0 gob 827 90.0 90A 171 90D 90.0 90.0 90.0 90.0 910 90.0 90.0 90.0 00.0 90A 90A 2'-3' 77S 722 36.7 563 87.7 34.6 90.0 90A 73.5 90.0 90.0 69.1 90.0 90.0 9DA 00A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 - 69.7 65 0 33.1 90.0 90 96.0 90.0 goo go0 90.0 Ann 90.0 87.1 4441.6 A 8 . 8'-0' 2'-0' 813 762 38A 59.4 90.0 36.4 90.0 90.0 77.5 90?0 90.0 72.9 90.0 90.0 80.0 90A 90.0 90.0 90.0 90.0 90.0 90A 90.0 00.0 2'-3' 72.7 67.7 34.4 528 822 32A 90.0 90.0 68.9 90b 60A 64.8 90.0 90.0 90.0 90.0 90.0 90.0 90.o 90.0 90.0 00.0 904 90.0 r-61 65A 61.0 31.0 47.5 74.0 292 90.0 00.0 620 90.0 90.0 58.3 10.0 00.0 90.0 90.0 90.0 87.5 00.0 gob 90,0 90.0 90.0 90.0 0 go 90.0 uuu SOD 9ub 90.0 00.0 8'-8' ' T-0' 76.9 71.7 36 65.9 .87.1 343 80.0 90.0 72.9 90.0 90.0 me go. 90.0 90.0 90.0 90.0 90.0 ROD D0.0 90.0 no 90.0 90.0 2'-3' 68.4 63.7 32A 49.7 77.4 30.5 9D.0 90.0 64.8 90.0 20.0 61.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 09.0 BO.D 00.0 00.0 00.0 7-8' 61.5 57.4 2 2 44.7 697 27.4 90.0 90.0 58A 894 90.0 54.9 90.0 90.0 07.5 90A 90.0 823 90.0 900 90.0 90.0 90.0 900 .4 50'3 go g._o. 2'-0' TZ7 673 34.4 52.8 822 32A 90.1190D 90.0 68.9 90.0 80.0 64.8 910 00.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 80.0 90.0 90.0 2'- 3' 64.6 602 30.6 46.9 73.1 28.8 90.0 90.0 612 90.0 00.0 57.0 90.0 ODD 90.0 90.0 90.0 86.4 90.0 90.0 00.0 00.0 90.0 00.0 7-6• 58.1 542 27.8 422 65.8 25.9 90.0 90.0 55.1 84A 90.0 51.8 90.0 90.0 82.7 90.0 90.0 77.7 9.0 00.0 90.0 90.0 90.0 90.0 90 .0 .0 BD.O .0 90. 9. .0 90.0 r-D' . .2 326 WA 779 30.7 90.0 80.0 653 90.0 90.0 61A 90A 90.0 90.0 90.0* 90.0 90.0 90.0 80.0 90.0 90.0 Sob 90.0 r-3' 612 57A 29.0 44A 69.3 27.3 90.0 90.0 58.0 8&9 90.0 54.6 90.0 90.0 87.0 90.0 90.0 81.8 90.0 90.0 90.0 90.0 90.0_ 90.0 . .1 1. .1 40.0 62. 24.6 90.0 90.0 .2 0 .1 .0 D .0_ _ - -900 -90 -- 0 - _ 0- 0.0 0 1'-9• 742 89.7 35.4 543 84.0 33.3 .0 90.0 70.9 -62.6 90.0. _90.D- -W.6- -90.0- -90D 90.0 90.0 90.0 90.0 90.a 90.0 90. 90.0 9o.0 00.0 2- - _ 85.4 _61.0 -31.0- -475- -74:0- -292- -00.0 911.0 90.0 90.0 583 90.0 90.0 90.0 90.0 90A B7S 90' 90,0 90.0 9010 90.0 90.0 - 2'-3' 58,1 542 27.6 422 BS.B 25.0 B0.0 90.0 65.1 84.4 90.0 51.8 90.0 90.0 82.7 90.0 90.0 T7.7 .0 00.0 90.0 90.0 90.0 90.0 - 523 4&8 2-- .0 592 233 .0 90.0 49.6 6. 90.0 46.6 90.0 90.0 74.4 90.0 90.0 70.0 90.0 90.0 90.0 90.0 90.0 90.0 • SEE SHEETS 13 do 14 FOR SPECS FOR JAMBS ATTACHED TO EXISTING WALL W/WET OR DRY GLAZED WITH LAMINATED OR INSULATED GLASS. JAMBS ATTACHED TO EXISTING WALL HOLDING INSULATED GLASS MAY BE WET OR DRY GLAZED. JAMBS ATTACHED TO EXISTING WALL HOLDING LAMINATED GLASS MUST ALWAYS BE WET GLAZED. OPTION #] (ELEVATION) (1) FASTENER CONNECTION 5,54',SBI19 5,5A',5Bl19 1 JhNB OPTION # 2 (EIEVATIOM .(2) FASTENERS CONNECTION 5,6 iml) 5,54,SBI19 L/2 J� ©FASTENERS TYPES AND SUBSTRATES REQUIREMENTS W/ _'_ �? �o• `vim INDICATED E.D., BEYOND ANY FINISH MATERIAL (a Q R -12"O I41LT1 KWIK BOLT 3 ANCHOR W/ Y Min. EMBEDMENT INTO 8' Min. ■ MIN. SPACING (9pcg.) REQUIRED FOR THICK POURED CONCRETE (Min. fc = 3 ksi) W/ 2 3/4• Min. E.D. DIFFERENT (3) FASTENERS CONNECTION 4 FASTENERS CONNECTION oe7�Fe ATI S - IWO HILTI HUSH SCREW ANCHOR W/ 3' Min. EMBEDMENT INTO -POURED CONCRETE 412' MIN. O.C. POUREDCONCRETE(Min.fc=3ksi)VY123/4•MhED. GROUTFlLLEDC.B.: 412'MIN.O.C. 5,5g5&19 5,5A',SBf19 r`�51v19 59'09 T -1/2'0 HILTI KWIK BOLT 3 ANCHOR W/ 21/4' Min. EMBEDMENT INTO SDI' 4 12• MIN. O.C. U2 -WOOD: 2' MIN. O.C. "P`9' GROUT FILLED CONCRETE BLOCK W/4'Min. ED. - °Pw' � =Fw- U -12'0 HILT! HUSH SCREWANCHOR Wl W Min. EMBEDMENT INTO �� L/2 -1; GROUT FILLED CONCRETE BLOCK W/ 4' Min. ED. � JAI® . JN1B V -12.0 TYPE'F' BOLT & 2" MIN- EDGE DISTANCE TO 1/4' Min. THK ASTM A-W OR 12 GAGE (0.105 MIN. THK) Fy=33 W STEEL W -12'0 LAG SCREWS TO DOUBLE 2 x WOOD BUCK (G=0.55) W/ 3' Min. PENETRATION INTO WOOD & 2' MIN. EDGE DISTANCE, BEYOND ANY FlNISH MATERIAL 1 � i HEAD CONNECTIONS DETAILS LAMINATED & INSULATED GLASS MIN. EDGE MIN. EDGE MIN. EDGE MIN. EDGE EXISTING POURED DISTANCE DISTANCE MIN. EDGE MIN. EDGE DISTANCE DISTANCE CONCRETE OR GROUT';FF EXISTING (2) 2'x DISTANCE DISTANCE SEE SCHED. SHEETS 11 & 12 SEE SCHED. FILLED CONCRETE BLOCK SHEETS 11 & 12�— STRUCTURE (BY OTHERS) 11 & 12 ^ SHEETS 2 PT WOOD BUCK STRUCTURE (BY SEE SCHED. 11 SEE SCHED. FJOSRNG STEEL. ° d - °e SEE SHEETS 11 & 12. OTHERS) SHEETS & 12 SHEETS 11 & 12 STRUCTURE SEE • °2 1/2' 2¢1%2• d : FASTENSCHS (SEE FASTENERS (SEE 2 1/2' 2 1/2' SHEETS 11 AND 12 a e - SHEETS 11 &12) SCHEDULE ON SHEETS 11 & 12) FASTENERS (SEE SCHEDULE ON • ° A o • e typ. EA. SIDE SHEETS 2) d , typ. Ek SIDE 8 1/4' MAX. 8 1/4' MAX. 4 1/4' MAX. 1 5 N HIM SPACE 17 5 HIM SPACE 17 SHIM SPACE N 5 DgERIOR i N EXTERIOR r N EXTERIOR N 16 e 16 16 J 1 6 OR ® 1 d 8 OR ® 1 d 6 OR 38 5' I I 5' MIN. EDGE MIN. EDGE — — -- ' -- — - - MIN. EDGE MIN. EDGE EXISTING POURED DISTANCE DISTANCE-_ -- ---- - - -- — MIN. EDGE MIN. EDGE DISTANCE DISTANCE —CONCRETE --OR-GROUT-- - — --IqFr czrwmEXISTING (2) 2'x DISTANCE DISTANCE SEE SCHED. - - - -SHEETS 11 & 12 -- --SEE-SCHED.— - FILLED CONCRETE BLOCK SHEETS 11 & 12�- STRUCTURE (BY OTHERS) 11 & 12'^ SHEETS 2 Pf WOOD BUCK STRUCTURE (BY SEE SCHED. SEE SCHED. EXISTWG STEEL ° .d ee SEE SHEETS 11 & 12. OTHERS) SHEETS 11 & 12 SHEETS 11 & 12 STRUCTURE SEE , SHEETS 11 AND;7� ' °2 1/2' 2Q7/2' d : FASULE CHED OSEE 1/2' 2 1 FASTENERS SCHEDULE ONE 2 1/2' 2 1/2' SHEETS 11 SHEETS 11 & 12) FASTENERS (*E SCHEDULE Mt< d- FA SIDEIDE SHEETS 11 d�3: 40 6 1/4' MAX 40 8 1/+. MAX 40 6 1/4' MAR-; ; 17 5 N SHIM SPACE 1 / 5 M SPACE 17 / SHIM SPA& � �_ 5 EXTERIOR .i ofEXTDiIOR N EXTERIOR \ \ N 18 O O 16 O 1 6 OR ® 1 d 6 OR 38 1 0 8 OR 5' 5' 5' INSULATED GLASS, WET GLAZED SHOWN, INSULATED GLASS, WET GAZED SHOWN, INSULATED GLASS, WET GLAZED SHOWN, SEE SHEET 5 FOR INSULATED GLASS, SEE SHEET 5 FOR INSULATED GLASS, SEE SHEET 5 FOR INSULATED GLASS, DRY GLAZID 1A DRY GLAZED 18 DRY GLAND + a h SILL CONNECTION DETAILS LAMINATED & INSULATED GLASS 0 1 ©cp OR 38 0 1 ©OR® 0 1 6 OR® > 2 LL 16 EXISTING POURED .J 16 -i 16 5 Y 'Q r a 0 4 5 CONCRETE OR GROUT o 4 5 EXISTING(2) 2"x c 4 EXISTING STEEL FILLED CONCRETE BLOCK FT WOOD BUCK STRUCTURE SEE z STRUCTURE (BY OTHERS) STRUCTURE (BY SHEETS 11 AND 12WN c SEE SHEETS 11 & 12. OTHERS) 3 =$o D] 2 pp 1/4' MAX. N - _ 1/4 MA%. N - 1/4' MAX. SHIM•SPACE SHIM SPACE SHIM SPACE 40 4 ,4• • : •,v 40 40 9 nxo Sm e 2 1/ FASTENERS (SEE "::�l �3�N 3ti _ A SCHEDULE ON FASTENERS (SEE �$ij •� d n SHEETS 11 & SCHEDULE ON o �2CN • e -. e : 12) typ. EA. SIDE FASTENERS (SEE SHEETS 11 & 12) N£32 MIN. EDGE DISTANCE a. ' MIN. EDGE DISTANCE: .SCHEDULE ON SHEETS 11.& 12) SEE SCHED. I�.. I_ SEE SCHED. typ. EA. SIDE a typ. EA SIDE SHEETS 11 & 12 I SHEETS 11 & 12 SEE SCHED. SEE SCHED. SHEETS it & 12 SHEETS 11 & 12 SCHED. SEES MIN. EDGE MIN. EDGE r1oz u1 ds MIN. EDGE MIN. EDGE$ 1DISTANCE DISTANCE _A= DISTANCE DISTANCE $1 8 - - u J _--- --- - --- -o -- _ — -- --- — - - - Fir- � c 1 _ -- -- 6OR 8-- 1 6OR O 1 6OR 11 -- - $ EXISTING POURED 5 o 3 CONCRETE OR GROUT a 3 EXISTING (2) 2-x c 3 EXISTIN EEL 071 '•°,•'•'• ' FILLED CONCRETE BLOCK PT WOOD BUCK STRUCTURE =.t 3 / STRUCTURE (BY OTHERS) SEE SHEETS 11 & 12. / STRUCTURE (BY OTHERS) SHEETS 11 AND 12 i'ZIFN ;'V N N 40 \ iV 40 .. _ MAX. N 1/4' MAX.N __ 1/4• MAX ••.,�+� SHIM SPACE SHIM SPACE SHIM SPACE ', 40 e a . 'p • .2 1. 40 INSULATED GLASS, WET � °0j°�` INSUTATFD GLASS, WET ��� naaarhsp'� ��� e 'INSULATED GLASS, WET GLA2IDSHOWN., SEESHEETSFOR CIAZEDSHOWN, SEESHEET5FOR .,Q d • a a e GLAZED SHOWN, INSULATED GLASS, INSULATED GLASS, ' e : SEESHEET5FOR DRY GLAND DRY GLAZED T INSULATED GLASS, SEE SCHED. SEE SCHED. DISi E DRYGLEID FASTENERS (SEE SHEETS 11 & 12 SHEETS 11 & 12 FASTENERS SEE SCHED.EDG£ SHEETS 11 & 12 DISTANCE FASTENERS (SEE SCHED, SEE S SCHEDULE ON SHEETS it & 12) Mw, EDGE MIN. EDGE SCHEDULE ON SHEETS 11 & 12) SEE SGHED. SCHEDULE ON I I � "I typ. EA. SIDE DISTANCE DISTANCE typ. FA SIDE SHEETS it & 12 SHEETS 11 & 12) MIN. EDGE MIN. EDGE typ. EA. SIDE DISTANCE DISTANCE - ® SI • 3/16'0 % 2- TAPCONS (FOR CONCRETE), 3/16'0 X 2' LAG SCREW (FOR WOOD) OR 3/16'0 X 1' S.S. SCREWS NON STRUCTURAL FASTENERS, LOCATE (1) AT EACH END AND (1) AT MID LENGTH TO SECURE FLASHING UNTIL FASTENERS ARE INSTALLED. i 1 0 M A a r m V C. G W V Pcil O N L i N N � � � � N O N � _ N I I N n Z I • I L7 I A N v A Z om v • � x z N v O z V ml z o N m ®I c m I o N A I C r �.N C z I to v G) cn v m 0 N A N � I v m o u, MC m V C D C k z �I I I W V I' _ FLORIDA BUILDING CODE (i5gh &Non High Velocity Hurricane lone) J •�•C•.. ��. 0ytlu tte • (•i�' �•: •^� Fjl •'••fj��• SERIES FG-5100 FLUSH GLAZED AGUN/NUM WINDOW WALL SYSTEM LARGE rr SMALL MISSILE awWN er. r.R.L L 4—a I IMPACT LAMINATED OR INSULATED WET d INSULATED DRY GLAZED / TS IECOINC. 71LLR T[571N0 R l7VOfN£ER1No COMPANY �' DATC = ••T� � � "T'"Jx�'. ,�s�+e7�ru .""�.riaium BDAOITOAT AD.iRPASGLTXTfIW 15-039 0F `-ma�tBtsMPm! WY.TM AN067" P.E �aw.odmticsn .phmv800-ereAtb'I M,t essJM OR.II1EM Na ,A�r • " .�.�` naval LZI W110 II sxcer 17 oran ��t�lfllryrilllifiN►+�''�� I . O z V it r p a° WA V Ou Imn JI I i I G O m I I O m p cm7 a �n fit = Z Cn Co Co I D m V p r. Oo AK V. O W O 8 I N A I C7 z m X N p rC- p CA A Z I Co A v CD CD N I CD I � m qr� N O En m _ LA �w .., TP , ``4tt`tL44tu1WA�,LLI ••• ✓r FLORIDA BUILDING CODE (Ngh & Hon High Velocity Nulrieane Zone) •• ��C •, '�' OsoM rd=W SERIES-FG-5100 FLUSH GLAZED ALUMINUM SMALLISSILE gyAw `Q�a ell••: � IMPNDOW ACT ACT LAMINATEDTEM OR INSULATED k rlaL • INSULATED DRY GLAZED Do/r/la rn• �`_ �L ECDINe. -^ ; �� nu�T tcsllxo e: Excwaa cnvrAxr Ss- (D ; ntt KY. sr KA]W la Slim njl- -- �•�•�•�IA alc �?i•• -"1°m-pzena /D�'� • ....15-039 0b a Br�rnoneeDD4694 m oa��wx¢ No �//� •6�/�1j1RhiF.�1`\' rL[MW Ue. / HI67 1 9l£6J IE [YSO F�F�I/L1I111 {444154tt HORIZONTAL CONNECTIONS DETAILS AT JAMB TO POURED CONCRETE OR GROUT FIT I m CONCRETE BLOCK STRUCTURF ExISTOTO POURED .`P... I s.• 1 3/8' M& 40 � p� f.:!.r SHIu SPACE 13 m CONCRETE BLOCK �'!.• .:,-•`,'�T SIRIICTURE;9L (gTOgRr(3)11P. M*TFOY uL �rw 5 :•��'+= FASTENER (SEE 7•!.i�... 1 SCHEDULE ON OR 40 1 3/8- MAX TOO STF SHIM SPACE' Tw. l (awn a SHEETS 13 & 14) ty ?mot;. 3 y. / SEE SON SON SCHSHEEDULE 1 .j� • p i •i j'�: / 55 ON SHEET 5 r 1 INSULATED GLAK \� �= ';+' ��-'� "'• . WET GLAZED SHOWN . INSULATE) GLASS, i i Sin 3:F �`•� :.x i; �� / SEE SHEET 5 FOR WET GLAZED T a r•-. 1/4' MPL IIA1C ; :,•. 1 INSULATED GLASS, SHOWN, SEE SHEET wg, H JOINT DEPTH JOINT ti '' �` DRYGLAZED,OR 5 FOR INSULATED ci YET*YET*W/ ' lAA1PW1EDGIASS; GLASS DRY GLAZED W g AT WDWM OF " •' - WET GLAZED OR LAMINATED rAti OJ_O. aH salt a IXRFRIOR 2 iU W/ SEALANT e I I�pR GLASS, WE GLAZED ;'�} �+N�:, y IWL OLO. ON a 6 HEADor SOL IFAD ar MILL # 3/8' IOL. h 1 3/8' ,O,Hg yf ANCHORAGE - -- - - JAIB w ANCHORAGE PLAN +ROT INDICTED&WBALIMAND AONMUMUALUES FOR SPECIFIED SEALANTUERTibum -JOrvNDTHAT4A%WSOONNEOTEOa Nor WOE JpNE N/SFAIAHf PLAN _- -- - _-CORttECTFDIOWALL (FREE STAHDMG)HAVE BEEN DETFRYQIED -WOOD, ONLYTAIONG PTO CONMEMT90NTHE ACTIALMOVENTEM OF TO EXISTING STRUCTURE _ — = 1-3/8' L1AX. TO �T„�CMRE GLASS YRLATJAMS DUE TO THERWI, VMDAND ITS OY,N SHMf SPACE 13 Q (3) TYP. CONS'IR=MTgFRANCE�AIDNOTPFRFORNANCEFACTORS FROAITHESURROUNDDIGSTUCTU1RE •4 E OMW (2)2-xPT STRUCNRE FASTENER (SEE SCHFDUIE ON SHEETS 13 & 14) 1/4' MN. do 511E LLAIL DEPTH JOINT W/ 1 8' ION. DEPTH AT Y00TH OF JOINT W/ mm ' T E l / SEE SCHEDULE ON SHEET 5 I I INSULATED GLASS, WET GLAZED SHOWN, SEE SHEET 1 5 FOR INSULATED GLASS, DRY GLAZED, OR LAMINATED GLASS, WET GLAZED EXTERIORN%X ULa am 2m 6 # 3/8' NIH. k 1 3/8' EAD or SILL WIDE JDIHT W/ SEALANT 5B JANB WIMCHORAGE PLAN INSULATED GLASS, WEr GLAZED SHOWN, SEE SHEE 5 FOR LAMINATED GLASS, WEE GLAZE 6 JA4o3 uuLLwN w ANCHORADE �^ oasTurc STEEL `STRUCTURE (BY Q bm OTHERS) SEE SHEETS 13 AND 14 WN �H :IENER�(SEE pia 1/4' MIN. 3 5/16' MAX m In DEPTH JOIM W/ 1/8' MR DEPTH AT IDOWIDTH OF JDINR W/ mum i� M i. & 1 3/8' MAX. # JOW W/ SEAM 1 C) sk OF, (A 0 fn 0 IV (A z m a; W Ep cn MID 011tst ;, ?I, prd, cn ....... FLORIDA BUILDING CODE (High & Non High Velocity hurricane Zone) SERIES FG-5100FAL,1SH GLAZED ALuMINUM S I, , I A r AS,, WIN001Y WALL L, ,, ImpAcr LAMINATED OR wsuLATED wE INSULAWD DAY GAZED WA4115 rrr =F— IL ECOir4c.\ a4m c 0 am"m affta~ "Wr YrSnMQ & ENGINEERM COMPANY 15-039 BMART RD.TmUtmmum cry —�Be.—n—*004694W WAWW lb-0005719 WA A Mur �. A& I rQ WA;, x FLOIIVN LA. f 44167 "'11,114if-I l i 1 OP Ronda Departmentd BCIS Home Log In ( User Registration Hot Topic Submit Surcharge Stats & Facts ; Publications FBC Staff BCIS Site Map Links Search Busines Professi I IN Product Approval ..USER: Public User Regulation prpduR Approval Menu > Product or Application Search > Application List > Application Detail FL # FL2030-R7 Application Type Affirmation Code Version 2014 Application Status Validated Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By 0 Dry%' System One Energy Way West Warwick, RI 02893 (401) 822-4100 Ext1434 bill.preston@dryvit.com William Preston bill.preston@dryvit.com William M. Preston Dryvit Systems, Inc. One Energy Way West Warwick, RI 02893 (401)822-4100 billp@dryvit.com Panel Walls Exterior Insulation Finish System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ASTM E2568 2007 ASTM E2570 2007 TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards Certified By I . I ® I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. 1 Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option A 07/28/2015 07/28/2015 FL # Model, Number or Name Description 2030.1 Dryvit Outsulaion System Exterior Insulation and Finish System over 1/2" Sheathing for walls less than 30 feet Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12031204.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/17/2016 Design Pressure: +75/-75 Installation Instructions Other: System intended for use in High Velocity Hurricane FL2030 R7 II 12031204.odf Zones. NOA 12-0312.04 evaluated for Large Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 1/2" sheathing which. must be treated for Created by Independent Third Party: impact resistance with Dryvit's 6 oz mesh prior to installing Evaluation Reports the Outsulation System on buildings N 30 feet. The system Created by Independent Third Party: must then include two layers of mesh over the surface of the insulation board (20 oz and 4.3 oz). 2030.2 Dryvit Outsulation Plus I D Exterior Insulation and Finish System with Drainage over 1/2" Sheathing for walls less than 30 feet Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 11110801.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/20/2016 Design Pressure: +66.5/-66.5 Installation Instructions Other: System intended for use in High Velocity Hurricane FL2030 R7 II 11110801.odf Zones. NOA 11-1108.01 evaluated for Large Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 1/2." sheathing which must be treated for impact Created by Independent Third Party: resistance with Dryvit's 6 oz mesh prior to installing the Evaluation Reports Outsulation Plus MD System on buildings — 30 feet. The Created by Independent Third Party: system must then include two layers of mesh over the surface of the insulation board (20 oz and 4.3 oz). 2030.3 Dryvit Outsulation System Exterior Insulation and Finish System over 5/8", 5 ply plywood Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12070304.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/15/2017 Design Pressure: +75/-75 Installation Instructions Other: System intended for use in High Velocity Hurricane FL2030 R7 II 12070304.odf Zones. NOA 12-0703.04 evaluated for Large Missile Impact Verified By: Miami -Dade BCCO - CER on buildings N 30 feet. The system includes a layer, of 4.3 oz Created by Independent Third Party: reinforcing mesh over the surface of the insulation board. Evaluation Reports Created by Independent Third Party: 2030'4-7 Dryvit,Outsulation S tem Exterior Insulation and Finish System over 1/2" Sheathing for walls above 30 feet .Limits -of -Use Certification Agency Certificate --Approved foruse in, HVHZ: Yes FL2030 R7 C CAC 12031205.odf outs"de-HVHZ._Y s Quality Assurance Contract Expiration Date JfApproved`for`use Empact�Resistant: Yes 09/17/2016 Design Pressure. +75/-75 Other: System intended- or Je in High Velocity Hurricane Installation Instructions FL2030 R7 II 12031205.1)df Zones. NOA 12-0312.05 evaluated for Small Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 1/2" sheathing on buildings ^ 30 feet. The Created by Independent Third Party: system includes a minimum of one later of Dryvit's 4.3 oz Evaluation Reports reinforcing mesh. I Created by Independent Third Party: 2030.5 I Dryvit Outsulation System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +110/-110 Other: System intended for use in HVHZ. NOA 12-1218.01 evaluated for Large Missile Impact for minimum 5/8" i sheathing which must be treated for impact resistance with Dryvit's 6 oz mesh prior to installing the Outsulation System Exterior Insulation and Finish System over 5/8" Sheathing for walls less than 30 feet Certification Agency Certificate FL2030 R7 C CAC 12121801.odf Quality Assurance Contract Expiration Date 09/17/2016 Installation Instructions FL2030 R7 II 12121801.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: on buildings - 30 feet. The system must then Include two Evaluation Reports layers of mesh over the surface of the insulation board (20 Created by Independent Third Party: oz and 4.3 oz) 2030.6 Dryvit Outsulation System Exterior Insulation and Finish System over 5/8" Sheathing for walls less than 30 feet. Screw attachment 4" oc Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12121801.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/17/2016 Design Pressure: +135/-135 Installation Instructions Other: System intended for use in HVHZ. NOA 12-1218.01 FL2030 R7 II 12121801.12df evaluated for Large Missile Impact for minimum 5/8" Verified By: Miami -Dade BCCO - CER sheathing which must be treated for impact resistance with Created by Independent Third Party: Dryvit's 20 oz mesh prior to installing the Outsulation Evaluation Reports System on buildings N 30 feet. The system must then Created by Independent Third Party: include two layers of mesh over the surface of the' insulation board (20 oz and 4.3 oz) 2030.7 Dryvit Outsulation/Outsulation Plus MD System i Exterior Insulation and Finish System over 5/8" e2xp for walls less than 30 feet. Screw attachment 6" oc Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12091902.odf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 Design Pressure: +110/-110 i Installation Instructions Other: System intended for use in High Velocity Hurricane FL2030 R7 II 12091902.1)df Zones. NOA 12-0919.02 evaluated for Large Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 5/8" sheathing which must be treated for Created by Independent Third Party: impact resistance with Dryvit's 20 oz mesh prior to installing Evaluation Reports the Outsulation/Outsulation Plus MD System on buildings — Created by Independent Third Party: 30 feet. The system includes a layer of 4.3 oz reinforcing mesh over the surface of the insulation board. 2030.8 Dryvit Outsulation/Outsulation Plus MD System Exterior Insulation and Finish System over 5/8" e2xp for walls less than 30 feet. Screw attachment 6" oc Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12091903.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 Design Pressure: +135/-135 I Installation Instructions Other: System intended for use in High Velocity Hurricane FL2030 R7 II 12091903.odf Zones. NOA 12-0919.03 evaluated for Large Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 5/8" sheathing which must be treated for Created by Independent Third Party: impact resistance with Dryvit's 20 oz mesh prior to installing Evaluation Reports the Outsulation/Outsulation Plus MD System on buildings N Created by Independent Third Party: 30 feet. The system includes a layer of 4.3 oz reinforcing mesh over the surface of the insulation board. 2030.9 Dryvit Outsulation/Outsulation Plus Exterior Insulation and Finish System over 5/8" Sheathing MD System for walls less than 30 feet Screw attachment 4" oc Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12091903.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 Design Pressure: +155/-155 1 Other: System intended for use in High Velocity Hurricane Installation Instructions FL2030 R7 II 12091903.13df Zones. NOA 12-0919.03 evaluated for Large Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 5/8" sheathing which must be treated for ; Created by Independent Third Party: impact resistance with Dryvit's 20 oz mesh prior to installing Evaluation Reports the Outsulation/Outsulation Plus MD System on buildings Created by Independent Third Party: 30 feet. The system Includes a layer of 4.3 oz reinforcing mesh over the surface of the Insulation board. 2030.10 Dryvit Outsulation/Outsulation Plus MD System Exterior Insulation and Finish System over 1/2" Sheathing for walls above 30 feet Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2030 R7 C CAC 12062811.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2018 Design Pressure: +93/-93 Installation Instructions Other: System intended for use in High Velocity Hurricane FL2030 R7 II 12062811.odf Zones. NOA 12-0628.11 evaluated for Small Missile Impact Verified By: Miami -Dade BCCO - CER for minimum 1/2" sheathing on buildings A 30 feet. The Created by Independent Third Party: system includes a minimum of one later of Dryvit's 4.3 oz Evaluation Reports reinforcing mesh. I Created by Independent Third Party: 2030.11 Dryvit Outsulation/Outsulation Plus Exterior Insulation and Finish System over Concrete or MD System I Concrete Masonry Limits of Use • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • Design Pressure: +160/-160 Other: System intended for use in High Velocity Hurricane Zones. NOA 12-0703.03 evaluated for Large Missile Impact on buildings — 30 feet. The system includes a layer of 4.3 oz reinforcing mesh over the surface of the insulatibn board. i 2030.12 Dryvit Outsulaton Plus MD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes l Impact Resistant: Yes Design Pressure: +106/-106 Other: System intended for use in High Velocityl Hurricane Zones. NOA 11-1108.02 evaluated for Large Missile Impact for minimum 5/8" sheathing which must be treated for impact resistance with Dryvit's 6 oz mesh prior to, installing the Outsulation Plus MD System on buildings — 30 feet. The system must then include two layers of mesh over the surface of the Insulation board (20 oz and 4.3 oz)I. Certification Agency Certificate FL2030 R7 C CAC 12070303.odf Quality Assurance Contract Expiration Date 08/15/2017 Installation Instructions FL2030 R7 II 12070303.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Exterior Insulation and Finish System with Drainage over 5/8" Sheathing for walls less than 30 feet Certification Agency Certificate FL2030 R7 C CAC 11110802.odf Quality Assurance Contract Expiration Date 12/20/2016 Installation Instructions FL2030 R7 II 11110802.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click heM. Product Approval Accepts: -®-- M • l SCQIrI MUTRICS I MIAMI1 BMW DEPARTMENT OF PERMITTING, ENVIRONMENT AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOS AND REGULATORY Diyvit Systems, Inc. i One Energy Way West Warsvick, RI 02893 SCOPE: This NOA is being issued under the appI14 construction materials. The documentation submit County PERA-Product Control Section to be uses the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration d Section (In Miami Dade County) and/or the AHJ1 to have this product or material tested for qualm perform in the accepted manner, the manufacture immediately revoke, modify, or suspend the use ( reserves the right to revoke this acceptance, if Section that this product or material fails to meet t This product is approved as described herein, and 1 Code, including the High Velocity Hurricane Zone DESCRIPTION: Dryvit Outsulation EIF Syste APPROVAL DOCUMENT: Drawing No. OSS: through 3 of 3, dated 05/2112007, with Revision 1 signed and sealed by Scott Wolters, P.E., bearing t with the Notice of Acceptance number and expirat Section: MISSILE IMPACT RATING: Small Missile I LABELING: Each unit shall bear a permanent lal following statement: "Miami -Dade County Produc Each container (bucket or drum) needs to be labelc MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidnde,gov/npr able rules and regulations governing the use of )d has been reviewed and accepted by Miami -Dade in Miami Dade County and other areas where allowed by ate stated below. The Miami -Dade County Product Control (in areas other than Miami Dade County) reserve the right .y assurance purposes. If this product or material fails to r will incur the expense of such testing and the AHJ may )f such product or material within their jurisdiction. PERA it is determined by Miami -Dade County Product Control lie requirements of the applicable building code. eas been designed to comply with the Florida Building — S.M.I. 12, titled "Outsulation with %Z" Sheathing", sheets I ;ed 06/15/2009, prepared by Wolters Engineering, Miami -Dade County Product Control revision stamp date by the Miami -Dade County Product Control Resistant with the manufacturer's name or logo, city, state and ,ontrol Approved", unless otherwise noted herein. Unit is further defined as each roll of reinforcing mesh. RENEWAL of this NOA shall be considered after 'a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the'expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause'for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded ;by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the' job site at the request of the Building Official. This NOA revises NOA # 11-0524.04 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Mn,DADE CQ 1 I NOA No. 12-0312.05 Expiration Date: Septernber 17, 2016 Approval Date: June 28, 2012 Page 1 Dryvit Systems, Inc. A. DRAWINGS "Submitted under NOA # 09-0824.12" 1. Drawing No. OSSSMI2, titled "Outsulation with''/s" Sheathing", sheets 1 through 3 of 3, dated 05/21/07, with Revision 1 dated 06/15/09, prepared by Wolters Engineering, signed and sealed by Scott Wolters, P.E. B. TESTS "Submitted under NOA # 6 1. Test reports on 1) Uniform 8 2) Small Mis 3) Cyclic Wi along with marked -up drawn over %" Sheathing, prepared G141-0405-09, dated 06/29/ "Submitted under NOA # 06-0, 2. Test report on Small Missile Tin Test on Exterior Insulation & F: ETC-06-1059-17955.0, dated 1 P.E. is Air Pressure Test, Loading per FBC TAS 202-94 Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 and installation diagram of Dryvit Outsulation System Hurricane Test Laboratory, LLC, Test Report No. }9, signed and sealed by Vinu J. Abraham, P,E, 98.04" act Test, Cyclic Load Test and Static Air Pressure fish System, prepared by ETC Laboratories, Report # /14/2006, signed and sealed by Joseph L. Doldan, "Submitted under NOA Al 06-0608.04" 3. Tensile Test per ASTM C297 by ETC Laboratories on Primus Product, Report No, ETC-06-1059-18353.1, dated 121/01/2006 and on Genesis Products, Report No. ETC- 06-1059-18355.1 and ETC-06-1059-18357.1, dated 12/01/2006 and 12/05/2006 - respectively, all signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 09-082412" 1. Anchor verification calculations prepared by Wolters Engineering, dated 08/10/2000, signed and sealed by Scott Wolters, P.E. i I D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) I , I Carlos M. Utrera, P.E. Product Control Examiner - I NOA No.12-0312.05 Expiration Date: September 17, 2016 Approval Date: June 28, 2012 I I Dryvit Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code confon-Aance to 2010 FBC issued by Wolters Engineering, dated 02/28/2012, signed and sealed by Scott Wolters, P.E. i "Submitted under NOA # 11-0524.04" 2. Statement letter of code conformance to FBC 2007 issued by Wolters Engineering, dated 05/16/2011, signed and sealed by Scott Wolters, P.E. "Submitted under NOA # 09-0824.12" 3. Statement Ietter of no financial interest issued by Wolters Engineering, dated 08/10/2009, signed and sealed bylScott Wolters, P.E. 4. Statement letter of code conformance issued by Hurricane Test Laboratory, LLLC, Test Report No. G141-0405-09, dated 66/29/2009, signed and sealed by Vinu J. Abraham, P.E. i I 06�18 f ��2 Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0312.05 Expiration Date: September 17, 2016 Approval Date: June 28, 2012 E -2 31 0 MATER_ IAI LISTUENERAL 5/8" X 18 GAUGE STEEL STUDS 6" NOTES 1. THE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH AT 0,C THE LATEST EDITION OF THE FLORIDA BUILDING CODE Q 3 5!8° X 18 GA STEEL TRACK INCLUDING THE LATEST SUPPLEMENTS. 03 MN..QM 1/2 TEH SCREWS TO SECURE STEEL 2. THIS SYSTEM HAS BEEN TESTED IN ACCORDANCE WITH MIAMI CADE COUNTY PROTOCOLS TAS 201, TAS 202 TRACK TO STEEL STUDS ON INTERIOR AND EXTERIOR ANO TAS 205, IMPACT, STRUCTURAL AND CYCLIC TESTING QQ . 1!2" EXTERIOR GRADE GYPSUM SHEATHING MEETING '3. THIS SYSTEM SHALL BE APPLIED BY A LICENSED PLASTERING ASTI:1 C 1396 (FORMALLY ASTM C 791 OR CONTRACTOR FOLLOWING THISNOTICE OF -ACCEPTANCE 1/2';DENS-GLASS GOLD, USG SECUROCK SHEATHING, THE RECOMMENDATION OF DRY•VIT SYSTEMS, INC. AND THE MEETING ASTM C 1177 APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. ® MINIMUM NO' 8 x 15/8" WAFER HEAD SCREWS 4. THE ENGINEER AND/.QR ARCHITECT OF RECORD FOR EACH SPACED AT 6" O.C. ALONG VERTICAL STUDS PROJECT USING THIS SYSTEM SHALL SIZE ALL STUD -FRAMING ® ADHERE THE EXPANDED POLYSTYRENE (EPS) INSULATION TO ENSURE CONFORMANCE -WITH STUD DEFLECTION AND STRESS LIMITATIONS AS REOUIREO BY ALL GOVERNING CODES BOARD WITH DRYVIT'S PRIMUS@ GENESIS® OR GENESISO OM AND THIS DOCUMENT. MIXTURE, THE ADHESIVE IS APPLIED WITH A 3/B" X 1/2" NOTCHED TROWEL WITH NOTCHES SPACED A MAXIMUM OF S. INSULATION BOARDS SHALL BE POSITIONED IN A RUNNING 1 1/2° O.C. THE ADHESIVE SHALL BE APPLIED TO THE BOND PATTERN, BACK SIDE OF THE EPS IN A VERTICAL ORIENTATION 6. ALL STUDS USED WITH THIS SYSTEM SHALL BE COMPLETELY Q MINIMUM 1"• THICK INSULATION BOARD MEETING THE SHEATHED AT THE INTERIOR FLANGE OR BRACED AT A MAXIMUM FBC SECTION 2612.•INSULATION BOARD SUPPLIER SHALL _ _ _ _ __ _OF EVERY_5'_OF STUD LENGTH -OR AS SPECIFIED BY THE STUD MANUFACTURER. POSSESS A CURRENT_NOA WITH MIAMI.DAOE'000NTY ORYVIT'S STANDARD REINFORCING MESH: (2)• 7. ALL GTEEL STUDS SHALL BE STRUCTURAL WITH 1 5/B" MINIMUM FLANGE WIDTH ANO..HAV.E A MINIMUM YIELD 43 OZ/SD. YD FIBERGLASS REINFORCING MESH STRENGTH OF 33000 PSI. EMB@DDEO IN THE DRYVIT BASE COAT. THE STANDARD REINFORCING MESH SHALL BE LAPPED A MINIMUM OF 8. DETAILS ON SHEETS 2 AND 3 OF 3 ARE TYPICAL AND SHOW 2 1/2" AT ALL EDGES INTENT TO PREVENT WATER IN€R.TRATION INTO AND (2) DRY IT FINISH: A 100 PERCENT ACRYLIC BASED BEHIND THIS SYSTEM. ALTERNATE DETAILS AND SPECIFIC CONDITIONS NOT COVERED BY THE TYPICAL DETAILS ARE MA$IAL AVAILABLE IN VARIOUS TEXTURES. THE RESPONSIBILITY.OF THE LICENSED DESIGN PROFESSIONALS I owyir�fas :hs�ii LaA/s DESIGN PRESSURE BBo�N' 8 j? IX t 75 PSF - PRODUC IWVLSM - ooump kvwibb.PiwiSe tAdldigg Cods IRODUCTRBNL'WOD I p NNtiY:ePlvrtJs . j 1 �� ' SCOTT WOLTERS SEAL:/ FL PEA 82354 s � No .� WOLTERS ENGINEERING (CO69 27194) m4nd C4so01 ' q:Mld i _ 322 BUCHANAN #809 HOLLYWOOD, - - F 33019 PH/FAX: (964� 921-5828 DRYVIT SYSTEMS, INC. d,Q Oho En4rg W0y West Wor�cR, Rhoda Island OWL. NO.: OS55VI2 1 OF 3 S T • 05/21/07 ,V,4 16g OUTSULAMON WTH 1/2° SHEATHING A r � • A . - • SOLID SWSTRAI! FeAMtlG �� a r MaSTRATE ' . • • .A • •a ,• DRYVIT OEIIAHNTm OR COLOR Pin Ei!S.P16•AAnON • i , • y . ` • • ON SIRFACES TO RUENE SEALANT • OR1MT ACHIEVE •• •. •' • • ' + ' • OAYVIT REWIOR[WG FESN EMBEODEO.IN.ORriO BASE [OAT • EPS WSIILATKIN . a" ` a, . •, :� • SUBSTRATE .:-;;�: .. ORYVA.EWEH' . • ShwaLm .. ' ORYVR R[EI7CACNO MESH TRIMMED W HTYVIr•SASE COAT 'y 1 • • • fj ••} . : • •~••• ,a �— 1Y000 DECK BOAADS ~ • •`. a; ➢Y OTHERS SI MN a7 R7. ' St NH lt1 IOL • PLAMRS NO. 3, BY OTHRn, EXTEND UP - 11"13 EPS INSULATION 76 FW DI . ORYVIT OUTSULATIRN SYSTEM ' 3 FUSHLVO NB t, 0Y OTTERS, E%TEND U➢ 3 DUMB PLASHING NO. 316 HIM in ION ORYVR AOHEEIVE YOCD SOPPOAT I.. ORYVIT FINISH ,"" FLASHING NO. L BY DIH415, EMEND UP BEHIND FLAMM WOOD DECK FAANNO (SEE HOPE 5) ORYVIT R4AfOACEip'M[5N IMSIDO[O W WLYVII +I EPS INSULATION WRAP ORYVIi DETAIL MESH" :,•.}.:'. NO 2 TS RN I3.1 INL BASE CDA7 ID NN p/4.1 fOH - 51 NN Ii'1 NOL IIIVIT CDRPATIBLE SEALANT WRIT AT t=ERSIOC DP EPS •�..,,;�:.• 0.D5E0-CELL BALKER ROD, BY OTHERS PK0DtcrRE�- •'•`"`,a',., noomPlYWwith4el+Iwidr EXPANSION JOINT as cOmyaDea AOOFIMHADIRLAYMENT. BY amen (SEE HOTS 3) - ' ' t6 IN T11flt AR SEAL PER WRIDOW MANUFACTIAES REDOIN[N[NT, BY OTHERS lR OF OIVERTER Aemp— No Z•Or (NOTE tl FF�IM `IV ROOF STEP PLASIID[0. BY OTHERS ROOF OIYERTEII flAE1OXPt 1W SGUTTER ' WINDON SYSTEM q3. 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AM tEAL M VWDDM MANOPAauRE&@MT- RDOLREI, SY OT:. MM m•AMM 614M WTI Re• AMu1R IT MMS MNDDw SYSMM AMD SM ISM MO DMR Ew M w w •ssoutr pA•teae rMuvo SEAL DESIGN PRESSURE EMIOt Wf1A.p 75 PSF •five A•EINE '� efmrwraaaT MSR - :: . ; � lnpes•Yf QIY1r.Ar•lYl • •1 •ti; xwerfY . I •SCOTT WOLTERS EYolxms}mrnraTawrDNsmrx R PE8 82354 WOLTERS ENGINEERING PARAPET (COA# Z7104) 322I.BUCHANAF{N. P09 PH/FA%s O%4) og010828 DR YNT SYSTEMS, INC. One Energy Way 8[b7f7L1E. West Warw7ek Rhode Island WO. NO.T 01$ sm . , ... •• 3 OF I 6S14U, 05/m/07 Q U 1 og OUTSULATION PATH 11T SHEATHWO �r A Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 701 -,&co Door Products 9159 Telecom Drive Milan, TN 38358 (731) 686-4370 jbadgett@cecodoor.com Jeff Badgett jbadgett@cecodoor.com Dwayne Charlton 9519 Telcom Milan, TN 38358 (731) 686-4282 dcharlton@cecodoor.com Quality Assurance Representative John Wilkinson Address/Phone/Email 9159 Telcom Dri Milan, TN 38358 (731) 686-4385 jwilkinson@cecodoor.com Category i Exterior Doors _ Subcategory Exterior Door Components Compliance Method Certification Mark or Listing I Certification Agency Intertek Testing Services NA Inc. - ETL,/Warnock Hersey Validated By Ted Berman, PE © Validation Checklist - Hardcopy Received I Referenced Standard and Year (of Standard) i i Standard Year ASTM E330/E1886/E1996 2002 TAS-201 1994 TAS-202 1994 TAS-203 i 1994 Equivalence of Product Standards i Certified By Approved Certification Agency FL10723 R5 Eauiv Intertek Letter ASTM E1996 Eauivalencv Ceco 100407338 sianed.odf i I Product Approval Method Method 1 Option A I Date Submitted 07/15/2015 Date Validated 07/15/2015 Date Pending FBC Approval Date Approved 07/27/2015 Summary of Product rFL_#___' Model, Number or Name Description \1072;iA Y+SwingiT ng Hol w Metal Doors and Frame -Products Doors: Trio, Trio-E, Regent (Omega), Medallion, Legion (Ultra), Imperial (Versadoor) & Fuego. Frame Products: KD or Welded Three Piece Frames, Sidelight Frames, Transom Frames & Window Frames. Limits of Use FF Approved for use in11VH2• Yes ,yApprovv fora use o5eide HYkIZ: Yes Certification Agency Certificate FL10723 RS C CAC 2011 November 17 Letter -Ceco Door Products - COC for Florida OA Program.pdf 1 Ympact Resistant. Yes FL10723 R5 C CAC Ceco Windstorm Door ATM.Ddf FL10723 R5 C CAC Ceco Windstorm Frame ATM.Ddf Design Pressures_+100(Max)/-100(Max) Quality Assurance Contract Expiration Date Other: Design pressure varies by size grid application. Inswing and Outswing, singles and pairs of hollow metal doors and frames as listed with Intertek-ETL/Warnock Hersey. See WH Frame Installation Instructions for water 04/30/2019 Installation Instructions FL10723 R5 II WH Door Installation Instructions R1.odf FL10723 R5 II WH Frame Installation Instructions Rl.odf infiltration requirements. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I Back Next Contact Us :: 1940 North Monroe Street. Tallahassee M 32399 Phone: 850-487-1824 1 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with 'an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dickl7gLL. Product Approval Accepts: R-9 PA ER M sCNri METRICS