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HomeMy WebLinkAboutPLANS 1t � Y SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6'-8" OPAQUE DOOR IN TWO-PIECE STEEL FRAME GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. IN -THE HVHZ. FACTORY PRIMED DOORS MUST BE PALMED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLn RETHANE CORE FLAME SPREAD INDEX OF SO AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. L 4IT87-io 425" (MIN.) TVI ADJUSTARIF 9TErl FRAM 0 AI TABLE OF CONTENTS SHEEP DESCRIPTION 1 TYPICAL ELEVATIONS k GENERAL NOTES 2 JANUHUKINU LOCATIONS k DETAILS 0 coke, S�• �'uG\e 40 YL OKR41 FRAME _ 35-3/4" MAX. �.I 35-3/4" MAX., PANEL WIDTH PANEL WIDTH Fr 3 I7 7F3 �0 ZJ M 2� M R, m M 2 Iti — 2 w Q 2 a w w x Q >< DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15S OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OR ADA OUTSWINC BUMP 0 S ADA• INSWING OR ADA OUiSWING BUMP O S AOA• X 39.125 +66.0 —66.0 +66.0 —66.0 +55.0 —55.0 NA +66.0 —66.0 +5 .0 —55.0 XX 75.625 +50.5 —50.5 +50.5 —50.5 NA NA +50.5 —50.5 NA • REQUIRES THE ADDITION CF PEMKO S88 GASKET AND PEMKO 305CH ID YKAML JAMCS ANU PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS. ppE¢MuntoNpA4 ./.- C&IdDaGORNV.���x9 Re eweEBr � y KURT BALTHAZOR FLORIDA P.E. #56533 OF SEE .D" I-6" MAX 6'-I 10.07' O.C. MAX SEE DETAIL "C" IT 6' MAX -I f 5" MAX 6• 1'25" r 0.50" f-7 5.64" -.- 4.5�6" INSWING THRESHOLD ADA IN/OUTSWING THRESHOLD #80-1/2" PFH WOOD SCREW A10x3/4l" PFH /S1ELF TAPPING SCREW `\ l 1 1— SEE 6" M. 0.50' 4.56" �^ ADA OUTSWING BUMPER THRESHOLD /2" #10 x 1/2" x3/8" #8*18CHINE SCREWS #10 x 1/2= #10 x 112 TYPICAL FRAME ATTACHMENT r 116X1-1/2" PFH WOOD SCREW #10 x 3/4" PFH SELF TAPPING SCREW STRIKE DETAIL "D" (3) MACHINE SCREWS TYPICAL WOOD BUCK INSTALLATION TYPICAL STEEL BUCK INSTALIATION LJAO MA/APC C(`G Clll II C NOTES: 1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT. 2. TAPCON EDGE DISTANCE MIN 2-1/2". SCREW EDGE DISTANCE MIN 1/2 . 3. BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE. ;EE DETAIL C" 6" MAX L 1r 4 OUTSWING THRESIHOLD IdiA ntoRW D03 DOOR ATTACHMENT MACHINE SCREWS #10 x 1/2" #10 x 1/2" KWIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK DARDWARE OR SCHLEGE F—SERIES CYLINDRICAL AND B—SERIES DEADLOCK HTO BE AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1n a Do O 10 J 10 O � J ¢ co o DC O za= t0 U C) ym to Lu W: L0178-1 1 2 The Home Depot Special Order Quote Customer Agreement A: H0213-6031 Printed Date:6/15/2016 Customer Information Store Information Name TREASURE COAST WHOLESALE Store Number 0213 - Address 5455 2ND PL Address 1885 58TH AVE VERO BEACH, FL 32968 VERO BEACH, FL 32966 Primary Phone 772-473-7488 Associate SUSAN Secondary Phone 772-473-7488 www.HomeDepot.com Page 1 of 4 Printed By: SUSAN Date Printed: 6/15/2016 9:27 AM 100-1 Masonite Fire Rated Single Prehung 36.5 x 80.875 RO Width = 37.25 RO Height = 81.375 Call Width = 36" Call Height = 80" Width = 36.5 Height = 80.875 Show only Energy Star products = No - Show all products Fire Rating = 90 Minute Handing -Swing = Single Left Hand Outswing ' Swing (for Energy Star) = Outswing Panel Thickness =13/4" Glass Type = No Glass Glass Shape = None Door Style = Flush Grain Texture = No Texture (Smooth) Material = Fire Rated Steel Glass Size = None Glass Style = None Glass Caming = No Caming Door Finish Type = Unfinished Exterior Color = Unfinished Interior Color = Unfinished Jamb Width = 5 1/2" - 6 1/2" Jamb Type = Metal Frame Matching Brickmould = No Jamb Finish Type = Unfinished lamb/Brickmould Color = Unfinished Lock Prep Active Panel = 5 1/2" Double Bore Hinge Type = Spring Hinge Hinge Finish = Brass Sill Type = Fixed Thermal Sill Finish = Mill Finish Is this door/sidelite Energy Star? = No Is this unit Energy Star Certified? = No Additional Services = None Re -Order = No Room Location = Custom Custom Room Location = bathroom Florida Product Approval Number= 16472.1 Design Pressure=+66.0/-66.0 SKU = 443058 Vendor Name = S/O MASONITE DORFAB E Vendor Number = 60028777 Customer Service = 1-877-431-3667 Catalog Version Date = 05/23/2016 $356.97 2 $713.94 www.HomeDepot.com Page 2 of 4 Printed By: SUSAN Date Printed: 6/15/2016 9:27 AM Pre -Tax Price: $713.94 "All prices are subject to change "Customer is responsible for verifying product selections. The Home Depot will not accept returns for the above products "All graphics viewed from the exterior www.HomeDepot.com Page 3 of 4 Printed By: SUSAN Date Printed: 6/15/2016 9:27 AM SPECIAL SERVICES CUSTOMER INVOICE' Store 0213 VERO BEACH Phone: (772) 794-0566 1885 58TH AVE Salesperson: SVA85E *�' \ VERO BEACH, FL 32966 Reviewer: SVA85E This is only a QUOTE for the merchandise and services printed below. This becomes an Aareement upon Pavment and an endorsement by a Home Depot register validation. Name Home Phone SIMJA INVESTMENT REAL STATE LLC JOSE (954) 701-3339 • Alamos 1120 24TH ST SW Work Phone Company Name • City VERO BEACH Job DescrIblon 24th vero State FL Zip 32962 county INDIAN RIVER Page 1 of 2 NO. H0213-6030 VALIDATION QUOTE is valid for this date: 06/15/2016 MERCHANDISE AND SERVICE SUMMARY od`tocustomers ght to limit the quantities of merchandise 01 REM REF # W24 SKU # 0000-515-664 The items listed in this section will be carried out of the store by the customer at time of sate. STOCK MERCHANDISE CARRIED OUT: SKU QTY . UM DESCRIPTION PI TAX PRICEEACH EXTENSION 000-302-477 2.00 EA 2X2-8FT #1 PT WEATHERSHIELD / A Y $3.57 $7.14 001-753-748 3.00 EA 2X4-10FT#2PRIME PTGCWEATHERSHIELD/ A Y $5.57 $16.71 001-754-835 3.00 EA 5/4X6-12FT PREM PT GC WEATHERSHIELD / A Y $9.97 $29.91 F-� 000.289-450 1.00 EA 1/4" X 1/4" QEP SQ-NOTCH TROWEL TG / A Y $7.97 $7.97000-172-187 1.00 EA WD-40 8OZ MP LUBE & PENETRANT / A Y $3.97 $3.97 000-397-851 1.00 EA ROLL-O-RAGS 1 LB / A Y $4.28 $4.28 001-287-485 1.00 EA BEST 6 X 3/4 IN SHEDLESS KNIT 2PK / A Y $6.17 $6.17 000-638-752 1.00 EA HANDY PAINT CUP / A Y $2.97 $2.97 R 0000-423-542 1.00 EA PURDY 9 X 1 1/4 IN GOLD EAG KNIT ROL / A Y $5.98 $5.98 R10 0000-194-724 1.00 EA 12"X180' BRWN ALL PURP MASKING PAPER / A Y $2.97 $2.97 R11 1001-287-414 2.00 EA BEST 9 X 3/4 IN SHEDLESS KNIT RC / A Y $4.67 $9.34 R12 1000-640-870 2.00 EA SCOTCHBLUE 24"X90' PRE -TAPED FILM / A Y $7.97 $15.94 R13 1001-375-283 1.00 EA SCOTCHBLUE 48"X90' PRE -TAPED FILM / A Y $9.97 $9.97 R14 0000-772-612 1 Qnl EA WB HAMMER -END JOINT KNIFE 6" SOFTGRP IA Y $9.97 $9.97 "' CONTINUED ON NEXT PAGE "• Check your current order status online at www.homedepot.com/orderstatus Page 1 of 2 NO. H0213-6030 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - ContinUadt Name: SIMJA INVESTMENT REAL STATE LLC Page 2 of 2 NO. H0213-6030 CARRY OUT MERCHANDISE #1 (Continued) REF #W24 R15 0000-315-026 1.00 EA1 SCOTCHBLUE 1.88" 2090 / A Y $6.58 $6.58 R17 0000-828-864 1.00 EA I DYNAFLEX 230 TAN / A Y $4.48 $4.48 R16 0000-108-547 1.00 EA1 BREAKER BAR 3/8" 10" / A Y $14.97 $14.97 R19 0000-655-368 9.00 GAI BEHR PRO INT PR334 EGG MED 1170Z / A Y $19.87 $178.83 R18 0000-208-561 1.00 GA BEHR PREM TRANS STN 501 CNT 1280Z / A Y $29.98 $29.98 R21 0000-354-718 1.00 EA 2X36 T BOTTOCHINO DBL BVL POL / A Y $8.98 $8.98 R20 0000.619-158 3.00 EA PAINTERS TOUCH 2X GLOSS WHITE / A Y $3.87 $11.61 R23 1001-414-297 6.00 EA BEHR PRO EXT PR674 SG MED 1170Z / A Y $24.98 $149.88 R22 0000-399-727 3.00 EA VERSABOND MORTAR GRAY 50LB / A Y $ 44.47 $43.41 jr IM END OF CARRY OUT MERCHANDISE ,.. ® - REF $582.01 #W24 Policy Id (PI): A: 90 DAYS DEFAULT POLICY; 'The Home Depot reserves the right to limit / deny returns. Please see the return policy sign in stores for details.' Page 2 of 2 NO. H0213-6030 Customer Copy NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006039.01 1955 Powis Road Certification Date: 05/31/2005 West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Metal -Edge Impact Rated Steel Door w/"Fast Frame" Two Piece Adjustable Steel Frame Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namieertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'3" x 6' 10" +66/-66 2.86 psf Yes NCTL-210-3090-1 Single Anchor Details: MA-FLO178 (Slabs-CA/CH/EN X O/S Opaque 3'3" x 6'9" +66/-66 10.5 psf Yes NCTL-210-3090-1 Single Max Panel Size: 3'0" x 67' e Anchor Details: MA-FL0178 Slabs-CA/CH/EN X 1/S Opaque 3'3" x 87' +551-55 0.0 psf Yes NCTL-210-3086-1 Single Anchor Details: MA-FL0179 Slabs-CA/CH/EN) X O/S Opaque 31" x 8' I" +551-55 10.5 psf Yes NCTL-210-3086-1 Single Anchor Details: MA-FL0179 (Slabs-CA/CH/EN) XX 1/S Opaque 6'4" x 6' 10" +50.51-50.5 2.86 psf Yes NCTL-210-3087-1 Double Max Panel Size: 3'0" x 67' Anchor Details: MA-FLO178 (Slabs-CA/CH/EN XX O/S Opaque 6'4" x 6' 10" +50.51-50.5 8.25 psf Yes NCTL-210-3087-1 Double Max Panel Size: 3'0" x 67' Anchor Details: MA-FL0178 (Slabs-CA/CH/EN) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: �f� Luis P. Lomas P.E. 233 W Main St Manufacturer: Masonite Denville, VA 24541 Report #: 512746A 434-688-0509 Dale: 05/21/2015 rllo masOIrlo masoe. com Test Report: N/A Product: 68" and 8'0" opaque door two-piece steel frame Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in withdrawal orpullout condition Fastener type: #8 Wood screw (NDS 2012) Wood screw length: 1.50 in Screw diameter: D= 0.164 in Thread length: 1.000 in Embedment: 1.50 in Main member type: Spruce -Pine -Fir Effective embedment: pm= 1.000 in Tabulated withdrawal design value: W = 82 Ibs/in Duration Factor: Co = 1.60 Allowable Design Value (WpmCo): W' = 131 Ibs/anchor Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: W= 499 Ibs Safety factor: Fs= 4 Allowable Design Value (WFs): W'= 124 Ibs/anchor Fastener type: #10 (Calculations per 2010 Aluminum Design Manual) Nominal screw diameter: D 0.190 in Nominal hole diameter: Du 0.142 in Root diameter: Dr 0.138 in Thread stripping area: A:„ 0.401 iW Nominal screw head diameter: Dws 0.359 in Root area: Ar 0.0149 in' Screw nominal tensile strength (.75F„): F,a 90 ksi Full thread engagement: L, 0.060 in Screw location coefficient: C 1.0 Safety factor: 0 3 Side member material: Metal framing Main member material: Metal framing Thickness: to 0.036 in Thickness: t2 0.060 in Ultimate tensile strength: F,,,2 70.00 ksi Yield strength: FH2 50.00 ksi Thickness coefficient: K, 1.01 Ultimate tensile strength: Fm2 70.00 ksi Screw tension calculations: Mode I (pull out): If 0.06.=L,,=.125 then R,; K,DL,Ft,2 If 0.125<L,,.25 then R„=(1.2DF,,,(0.25-is)+1.16As,F�,(L; 0.125)) If 0.25,=L,<=0.375 then R„=0.58A.t,F, , Mode l: R„= 575 Ibs Mode 2 (pull over): R,= CtnFnn(%.-De) Mode 2: R�= 546 Ibs Mode 3 (ultimate tensile capacity): R„=FnA,/1.25 Mode 3: pin 1075 Ibs Allowable withdrawal capacity: W: 182 Ibs/anchor Minimum anchor capacity: 124 Ibs/anchor for head and jambs anchoring Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity 1 of 2 \\1IIIItIf/ \\`�J\S R . L 0 `��.,•���+ENS�q`p � 4.TAT� ,40RIOP• G� ssIONALIE���`� Luis R. Lomas P.E. FL No.: 62514 5/28/2015 Luis R. Lomas P.E. 233 W We 8t Manufacturer: Masonite Danville, VA 24541 Report #: 512746A 434-6884609 Date: 05/21/2015 rl loma sto'Orlomosoe. com Test Report: N/A Product: 6'8" and 8'0" opaque door Two-piece steel frame Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Fastener type: 1/4" ITW Tapcen N.O.A. 12-0816.06 substrate: Concrete Minimum embedment: 1.75 in Edge distance: 3.00 in Tabulated shear design value: Z = 421 Ibs Edge distance: 1.50 in Tabulated shear design value: Z= 303 lbz Actual edge distance: 6.00 in Reduction factor: 1.00 Spacing: 4.00 in Tabulated shear design value: Z= 421 lbs Spacing: 2.00 in Tabulated shear design value: Z = 341 Ibs A steel spacing: 6.00 in Reduction factor: 1.00 Allowable Design Value (Zf•a): Z"= 421 Ibs/anchor Minimum anchor capacity: 421 Ibs/anchor for all anchoring Note: Anchorswith the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations minimum required anchors Single door 4Ox82 5/16 40.00 Design pressure: 66.0 psi 1 A2 A2 ` 82.31 Al Double door 76x82 5/16' • 76.00 Al Az ?---------- Az 82.31 r Al ` Single door 40x98 5/16 40.00 IL��� 98.31 A7 \ Zone Area t (ft) Load (Ibs) Ind. (In) Max. O.C. (in) Anchor Result Cop. (Ibs) Qty Load (Ibs) A, 2.8 183 N/A N/A 124 2 92 OK 421 2 92 OK At 8.7 571 6.00 1 10.13 124 8 71 OK Design pressure: 66.0 psf Number of panels: 2 Panel width: 38.0 in Anchor Zone Area (fte) Load (Ibs) Ind. (in) Max. O.C. (in) Result Cap. (Ibs) Qry Load (Ibs) A, 13.4 882 N/A N/A 124 8 U0 OK 421 4 El OK Ar 8.4 552 6.0 10.13 124 8 69 OK Design pressure: 55.0 psf head sill iambs head sill jambs Anchor Zone Area , (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Result Cap. (Ibs) Qry Load I (Ibs) Al 2.8 153 N/A N/A 124 2 76 OK 421 2 76 OK At 10.9 598 6.00 10.13 124 10 1 60 OK head sill iambs ANCHOR UNITS AS FOLLOWS: 1. FOR ANCHORING HEAD AND JAMBS INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING DWG-MA-FLO178-11 AND DWG-NIA-FLO179-11 2. FOR ANCHORING HEAD AND JAMBS INTO METAL FRAMING USE #10 SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING DWG-MA-FL0178-11 AND DWG-MA-FLO179-11 3. FOR ANCHORING SILL INTO MASONRY/CONCRETE USE 114" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING DWG-MA-FLO178-11 AND DWG-MA-FLO179-11 2 of Luis R. Lomas P.E. FL No.: 62514 5/2812015 4 dint¢ _5 N K rall UN I N D 0'A' S D� 0 R 8 r MA 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 SERIES 2100 - MODEL 2130 EXTRUDED PVC PICTURE WINDOW W/ FLANGE "NON -IMPACT' GENERAL NOTES RECEIVED APR 2 G 7,016 1. This product has been evaluated and is in compliance wffh the 2D10 Rodda Building Code IFBC) structural requirements excluding the lilgh Velocity Hurricane Zone" (HVHZ), 2. Product anchors Mal be as fused and spaced as shown on details. Anchor embedment to base material shot be beyond wail dressing astucco. 3. When used in mew requiring wMnd borne debris protection this product Is required to be protected With an impact resistant covering that comptas with Section 16D9.12 of the FBC. 4. For2x stud framing construction, anchoring of these units shot be the some as that shown fro 1x buck masonry construction, S Site conditions that deviate from the details of the drawing require furtWengineering analyse by a gcensed engkwermregistered arctJtect. 7AB10FCONIENTS SNFkT! D7AClI(7fON 1 T lelevalion. cos & armminofas 2 INoftntai&veYdml Gass sections 3[Buckl6fromewchminst 4 NofmaWcb,gWngdetat&components SCANNED BY St. WC1e County 612E MAX. OVERALL RANGE WIDM {+— 60DV MAX. OVERALL FRAMP WIDTH a o � O t; FR'll 6125" x 74,25" 60.00" x 73.00" 55.69" x 69.69" GI +50.0 1-50.0 I er FL-149f8.24 e N • 1 l s AA-Projects\Project FOldeM\Prof 1601-1700\PF 1629\D. RWBC Drawings\FL-14918.25.29.dwg. 2.26 �y 9 � N n• ° 4 d w ER N N T' V N 11/CMN. FMB. TYP. N W 3 "n 2 W m O b 1 a.TY EMBtt. P. O o w V y N N ° T z d w p R c� ��pp Ro wusw'�ms. wa ` PICTURE WINDOW vw P.O. ee. uB v65. 9 aas9s Y" y � Nqv Nw 81J.859.91BJ 0 Y 0 fla°Oa Bovrtl °I PM°ae�m�d F+WYwam ARE RL OR 0.55ENY: Ep i�u a !A Tr. gy NORROMAL & VERTICAL anrxa° O/�.uu^a�j !2 � 13 P.y o R 51 NS SECTIONS LyM9n F. 75ax`imi/m`PM 6 ao: i R.w, a°�wwB c5B9w.um iP°. M 2x BLIC FRAA MASONRY II OPENING MASONRY OPENING = 0 BUCK ANCHORING MASONRY CONCRETEANCHOR NOTES: 1. Substitution of equal concrete screws from a differentsvpplier may have different edge distance and center distance requirements. 2. Concrete 9crew locations at the cornets may be adjusted to maintain the minimum edge distance to mortar Joints. If concrete sciew locations noted as "MAX, ON CENTER must be adjusted to maintain the minimum edge distance to modes joints, additional concrete screws may be reqvfed to ensure " ma)dmvm on center dimension is not exceeded 3. Concrete anchor table: Ww A 1/4' 1-114- 2-IM . . . . . . . ...... ....... . 114' 41 i W/2XBUCK INSTALLION W/ IX BUCK TD K INSTALLTION TYP. HEAD, JAMB 8, SILL IE FRAME ANCHORING FL- 14916.24 .1 n 4 Bllt OF MATERIALS fffM DFSCRIPAON MATERIAL I EXTRUDED PVC MAINFRAME it52-2611• PVC 2 EXTRUDED PVC PICTURE WINDOW SNAP-IN-TRIM#52-2213'__ _PVC 3 'EXTRUDED PVC GLAZING BEAD VERT. & HORT. H52-2217' PVC M1 GLAZING COMPOUND DOW dT199 SILICONE 5 NBX2`PPH SMS STEEL b 1/4"X2.1/4''PFH ELCO OR ITW CONCRETE SCREW STEEL 7 2X BUCK SGx0.55 WOOD 8 1/4"MAX, SHIM SPACE - 9 MASONRY-6,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASfM C90 CONCRETE 10 1/4" X 2-3/d" HWH BW CONCRETE SCREW STEEL II IX BUCK _ WOOD 12 INTERCEPT SPACER STEEL s HZ 5/6'0VERALL THK. GLASS F E S pg 4 0 12 S/32"ANNEALED n 8 b5 aAIRSPACE 0 5/&ANNFAIED 4 qq 7/16" GLASS _ g ' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BITE 8 �g BY SOUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GL D G pFTAR r o W V m 6 ) m 2.69' y 00 DD55" a � j� 0.79" —I F Lr- 000 a I�TAr o 11 09 11 n N.T.S. �.1._PVC MAW FRAME 2 P•1 I O E,XMUDED PVC GLAUNG DEAD pqq g7; KV m LFS 3 muxmn i%� rt FL-1491&24 u RECEIt'_D APR 2 0 2016 THERMAITRU 0 S�NweD THERMA TRU DOORS St`Uc`eCoun 1 1 B INDUSTRIAL DR., EDGERTON, OH 43517 7450' fAA%. FRAME WIDTH "PROFILES" AND "TRADITIONS" SERIES 36.751 AY. NEL STEEL DOUBLE DOOR PANELWDH WIDDTTH — INSWING / OUTSWING -TWyASTRAGAL GENERAL NOTES 1. This product has been evaluated and 4 In compliance wifh the Sth Edition(2D14) flartla BWdng Code (FBC) seuctuml requirements Including Me"High Velocity NupkaneZone• (HVHZ). 2. Product anchors shall be as Tried and spaced as shown on details. Anchor embedment to base material di shag be beyond wag dressing orstvcco. a 3. When used in the"HVHr this product compiles with section 1626 of the flarde Building Code and doesnot Impact y 6 require an 4. When usedNre aas outside of the"HVHrrequiring wind borne debts protection the product compilerWth ^ O X Section 16W.12 of the FBC and does not require an impact resistant covering. This product meets Integra level M" and lncludos Wind Zone 4"defined in ASTM El996 and Section 1609.M of the FBC. 5. Far 2, stud Naming construction, anchoring of there units shag be the same as that shown for2S buck mosRNycRmhuctNn. 6. Ste condltlom thatdeviute grain the details of this "awing require further engineering analyse by 11cemed engineer or regaterea architect 7. O.4Wln9 wsflguraliom ualng coastal 0lfem 031 antler active doom meet water Infiltration requvemeMs �"HvHr. RRONLEr ATRADmDNr SENES DOOR 8. thswirre conhmliom and mWng conflgumtions using sin Rem #18& R33 under the active door do not meet the water infstialion requirements I"Ihe MVHr.Imwing uNts stag be installed M the 9NHrj only In nonhodtcble crem or athabReble reactions protected by an overhang "canopy wch that the ongle between the edge of conopy or overhang tosil h less than 45 degrees. 9. When used in the'HVHr, steal must be protected as specilledin FBC Section22Y26. VABLEOFOGIREWS SHEEr4 DESCRIPTION I rypkol elevofans, design pressures a general notes 2 Door POW detale S Do"poreltlefoBs 4 Fk=mtol once, se"blss 5 verflcal Ouusections 6 Buck and keme onchorrg 2k buck masonry comhuction 7 from ancho ixim"masomycomhucfion B BE of Materaeana component INSWING 74.50"x111 +47.0 •53.0 ODTSWING 74.511"x626r +50.0 •SOA J i N FL-10599.4 M11UimWTh. Tm PERmnNENrVbeda ProdoG APP..1059ENImOc9AE L-105991-SGw9 TA /YJ3- . UUUM l01 PANG HPGHf 7% 41 ® ® ® g09 5R NN :E 2; 8 ® ®® 1 M1 F u e �_ 000 z umi L� � NJ o mn IIJ_ II �1.675'—1 --{ .OB84 F� A f� 17S A A sn 8nx c A 2o K O �_n n S sm � n a m ,� 0 T ti A 6 Na 63109 P o M Lyndon F. Schmidt Zt. ihyORlp� C a Z N J 1127115 pPGATE TO 5TH ED. 2014 P9C LFS ��—TRU 57EEL DOOR PM No. 4]409 /A'�N1A`1tP�.�` y V 2 5 06 1J REVISE ANCHORING l PART OR ASSEMBLY: LD�1'/ BUILDING CONSULTANTS, A IN N 1 2 27 12 UPDATE TO 2010 fHC pOpR PANEL DETAILS JLUu P.O. Bes 2ON Valrim, F1 35595 NO DATE BY Phone No': 813.659.9197 REVISIONS MPE CA No. 9913 5 zonw o w_ e....,.... �.,...,,...... �..,._ MUIMU\ vma ha PP10.1ANP an&ROEalAppm 6\FL-WS970ngANrre L-1 99.1-Sd 114 NOTE I. (11) OF ITEM #11 ASTRAGAL RETAINING SCREW LOCATED 0 3/4', 2, 3-1/4"• 4-1/7'. 18-71W, 41-7/8", 60-7/9^ 743/4". M 77-1le a 78-1/2' FROM TOP OF ASTRAGAL. Zl 1 q 17 v 4 INTERIOR EXTERIOR 70 HORIZONTAL CROSS SECTION 4 Inswing, confi8uminn INTERIOR EXTERIOR 1-1/4"MIN. EMS. ITYP.) HORIZONTAL CROSS SE, `q J Shown w/1%subWck INTERIOR %1 HORIZONTAL CROSS SECTION 4 EXTERIOR GqHORIZONTAL CROSS SECTION Inswing conSg,umBon :off:..... •, m. i �YYYJJJ\. 11 o.zi aLL g=z° 83 �a c 0 o m o o� EMB. IIYP.) of t= e en LFS :mxc xo.: FL-10598.4 RNMe9lelMe Tm PFRMANB rfda Pmeua 14 1-1l,r MIN. EMB. GYP.) A A N � n A m m V JAC O n O a C A m 2 C O.I C51NK 1-1/4°MIN msmfa2 m 22 o 'o O A I-1/4'MW. v FMB. RYP.I g o O 1-1/4r MIN. EMB. ITYPA r.zzr5 •; IU1 o a b x N S; ro PRODUCT: THERMA-TRD STEEL DOOR DecumrMa PnPOM 9n : lWEOF don PmE No.4J409 itlt �rrrr IORG1R1111G1;; GD��/ BUILDING CONSULTA . �NC. uV P.O. Bw. WO. V.1e.. PL JJ695 Ph -no N9.: 813.559.9197 PBPE G.4. No. 9513 J 1 Z7 18 UPDATE TO BTN CO. 20t4 MC Lf5 6 06 IJ RE SE ANCHORING Ifs PART OR ASSEMBLY: CROVERSS SECPONS 1 2 2] 12 UPDATE TO 2010 MC RW NO OATS BY REVISIONS I I 8„ 4" �- E z�z �06 D Y, . of 3 O SEE L SEE HINGE DETAIL MASONRY g JAMBS ASTRAGAL SHOWN DETAIL 1 z i MASONRY TYP. HEAD 6 OPENING FOR zo OPENING JAMBS REFERENCE 1 2X BUCK • FRAME F OUTSWING SEE 2X BUCK INSWING a HINGE DETAIL 2 SEE DETAIL 2 r 1 11 z �• Is 6.�0 W\. mp ASTRAGAL BOLT HAS T THROW ITYP. ® MEAD ASIIIT SUCKANCHORING HINGEJAMB FRAMEANCHORING ASIRAGALSiRIKEJAMB Masonry 2X buck construction � Zq 50 L CONCRETEANCHOR NOTES: 1. Concrete anchorlocoliam at the comers maybe adjusted to maintain the min. edge distance to mortarJotnts. 2. Concrete anchorlocaitom noted as MAX. ON CENTER"must be adjusted to DETAIL T ASTRAGAL maintain the min. edge distance to modorjoints, additional concrete anchors BOLT HOLE may be required to ensure the MAX. ON CENTER"dimensions ore not exceeded. 3. Concrete anchor table: I ANCHOR hCHOR iig11N AVN, CLEARANC4i: MIN. CLEARANCE: YPE T :;:.S'IZ,' EMBEOMENi TOMASONRy TT2ADfACEM c::: 6GGE ANCNok' :: IKON'TATrw 1/4" 1.1/4" 2" 4" ELCO ULTRACON® 4" I ATCH d DEALIBOLT DETAIL HINGE DETAIL 1 F ASTRAGAL HINGEDETAIL2 BOLT HOLE ASTRAGAL WOOD SCREWINSTALLATTON NOTES: DETAIL DETAIL BOLTHOLE 1. Maintain a minimum 518"edge distance, Vend distance, B l"o.c. spacing of OutrMng Inswing wood screws to prevent the splitting of wood. Em zm°ow 5S 9dta '^Bj mda� 4 � FL-10599A n B or 8 s id OZ k. o Oo SEE HINGE ie DETAIL 1 z sgz BCD SEE HINGE DETAIL 2 7 6"� 11 II I SEE iO id DETAIL I _ R o MASONRYP. �+ O OPENING _ tt JAMBS a _ i E O FRAME 6 up F OUTSWING = 1%BUCK h INSWING SEE DETAIL 2 ASMAGALSIRIKEJAMB FRAMEANCHORING ASTRAGAL BOLTHAS TTHROW Masonry l% buck conshucTon hP'®HEAD 851LLI P ASTRAGAL DETAIL2 BOLT HOLE CONCRETE ANCHOR NOTES: OulsMng 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortor(olnfs. 2 Concrete anchorlocations noted as FLAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarlotnls, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded S. Concrete anchor table: HINGEJAMB ANCHOR .�N"CNLSR :IifiN. K17N: CLEARAMC#,E /AIN. SLEARAN 1YpE ISII# EMREdMENT TQ MASONRY ADJACENT TO T: ITW 31V ld 4" 3" 1.1/2" TAPCON° 1/4" 1.1/4° 2" 4" ELCO ULTRACON° 1/4" 1-1/4' 1" 4" WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I"end distance, R, 1" o.c. spacing of wood screws to prevent the splitting of wood. DETAIL I ASTRAGAL BOLT HOLE HINGE DETAIL I LATCH B DEADROLTOETAIL DUAILY AL Inswing BOLTHIXE HINGE DETAIL 2 :. JK �. Iln LFS d Awe Ra: ° FL-10599.4 � a 7 ai 8 .. r BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2XBUC SG>=0.55 WOOD C MAX. 1/4"SHIM SPACE WOOD D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X IS/4" PFH ELCO OR TTW CONCRETE SCREW STEEL H 3/16" X 3-1/4"PFH ITN CONCRETE SCREW STEEL I 1/4" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 33/4" PFH ELCO OR UW CONCRETE SCREW STEEL K #8 X2-1/2'PFH WOOD SCREW STEEL L #10 X2-12Z'PFH WOOD SCREW STEEL 1 DOOR SKIN; PROFILES STEEL SERIES 24GA..022' MIN. Fy= 48,4701 PSI MIN. STEEL 1A DOOR SKIN; TRADITIONS STEEL SERIES 25GA..019'MIN.Fy=27,830 PSI MIN. STEEL 2 TOP RAIL WOOD 3 LATCH STILE WOOD 4 HINGESTILE WOOD 5 BOTTOM RAIL COMP. 6 1 POLYUREIHANE FOAM 11.9lbs. DENSITY FOAM 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4"X4"HINGE.097'THK. STEEL 10 #10X3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 17 PASSAGE LOCK- KWIKSET SIGNATURE SERIES STEEL 18 THRESHOLD OUTSWING ALUM./WOOD 19 HEADER JAMB WOOD 20 SIDE JAMB WOOD 21 DEADBOLT- KWIKSET SIGNATURE SERIES 17601 STEEL 27 LATCH STRIKE PLATE STEEL 2B DEADBOLT STRIKE PLATE TEEL 29 #8X3"PFHSCREW STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM.COMP. 38 LOCK BLOCK WOOD 40 PROFILES SERIES DOOR- SEE PANEL DEFAIL SHEET FOR DETAILS 50 ASTRAGAL STRIKE PLATE STEEL 51 ASTRAGAL 6063-T5 ALUM. 60 1 TRADITIONS SERIES DOOR- SEE PANEL DETAIL SHEET FOR DETAILS NOTE: WOOD DOOR COMPONENTS: PINE )SG r— 0,42.) 1 1 Fes— 4.563• �-I 31 OURWING �— 4563" o 2.36" 19 20 H 40 d SIDE 33 SWEEP Ns. i C10 m F x 'O h o �Y a T m xi m� F'4.563" s a x t6 19 O WING ui 7hesMltl $ 3d 5.83 r 33 INSWING m IN1 A0.126" O IjTI F'I �� 0.063" SI ASTRAGAL cxx ar us oxsxwc xo.: FL-10599.4 n ESe oum.04.60.1 91EE1 xElteIXi-4R.1. RlEal-INOW �NEANDEM S I� IIEID]TOP-/ ,AI — (]RELmM91 %G4 RECE)v':D APB; 2 6 7016 I'I FOR MY W WENATIO4 INS NIICONaXIIOw.__AYA' YI]OE 01<.-N, `w ROTE: RGK El. NIN, I. bYf OMA%W4LW MO4M1t OiN bw OE I O (CIFµ -,KIND SCANNED BY St. Lucie County HEADROOM REQUIRED SCANNED BY St. Lucie County HEADROOM REQUIRED TIAB I, AT IT iABIDE .flLLEO OCNJIM09 Ea WIFOTIISE.. Agiya„N N. T uwlm IIE PTIB ®PO —II .IY y�R mYFxFnaBMIa PE OEµ IIIII—��—�+.�Iw---ffom BS39µ0A..lOLlCCIM-EOs.O Im 1 19l I.M a' PNEAFJNTEOANNfULLCOAIOfPRIMEpµO aµE09LMAN1]EOPQ ECiFA FMI$M W.LI P 1 IYFJ CAM A]iRrsL SIDE VIEW INSIDE ELEVATION wmMam AssEwnv III RATO NT..Ell01 rya r —I AYNN 'E�WC RBIMM Ix. O.y Ssl I.IATTwNNmYSI, L .T9 RI E, I C XyXy I 1 BENT ON 0µ 655EINI I 2%30 VF..A.III WINDLOCK MATEML: G90 GALV.ASTMAA53 SASE BOAT DENR LOOCUMENT69UBMITTEG BY Jµ EDITION MFINNIATxMOF A FPOVR¢TµY YAWN STRUCTURAL M AND AUY NOT BE REPIIOOUCEO LP III EO TO NAN UFABTE µYMING IN PMO.F T ON IN WNFOR ANY STEEL, GRADE AWFYSE OFNER TUN I HAT Y HRNECEMANY FOR PREPYUMN(NRIDS W ENCMEENNO MIMUT $O, CUSS MIN "a 9PERMSSpH OP YXY]MICXNAY pECNL WCUMEXIS AT µYiME FY=5➢K61 ST `�``` S IE00 ME SIONSARE IN nO E TOLE CES LISTED BELOW, o. l 9XR.11 �` _A w I—SM� —'O `\ �� GB.. .(0000' 91I18' -A 0'm UNDERO251 .YaW O. y WINDLOCK AT YI/b' O.C. 4IRB0 ]BN : ` •. I pe ..IA ��T 0.251 0.500 ;�E EE SHEET 2 FOR NOTES 166 a �.1: 0.7768 •' I r { OVER 0.00 ;B., STATE OF 0 ero: F`eNu�ID b YfX "D TOE. %w% ®TOCM�aOi E. 4 LIO r ulvnowv. SNEDLJAMes onION; nX� 1 B'xaE Em m.nMI.A.F.wENm ` olenwwu w.OT 1 a racMu lrnBAINLIBILl4Or N.1,BM pppT.µ. CUIOFNWHIINOOETM fXfl'BOAM OABNAAA ML JANUS INTERNATIONAL CORPORATION IMJANUSINTERNATIONAL BLVD TEMPLE.GA30179 770.5623850/Fa% 770562-2266 O 2012 Janus International Corporation All Rights Reserved CERTIFIED WIND LOAD RATED 26 .AN. GA. SERIES 3100 DOOR ASSEMBLY 1147-12 MAX SIZE: 20'-0'%20'-Ox 1 OF: 2 t OP`Oc.NM -_ r J 1. .1111`EN s Er mn�ne�ww � Y/YEDf4a%WEllbl9 ' alau w•aIDLn N '0 .xlwll ...�gruSN w.rmmn ppTda rolmn.l nn®r q [§u✓a11!GFl OENERW.NOiE4 I, DITERN URN. BUMYBLEN E GGCb10 RVACCBPLM'LENIMMEFIMDES FORA LCLOE DBEI M9 l EONAIXRiKBUMWDL..I3ELiNEFEWIPEDOEBWNNDIO PRESSURES RQR InF FMY ROM PM]gUNOD OUTSIDE O1 BE BE I HGOVIDM KWMEIN£wIMEEESMIEW GELXE FII4bF JUNISOIEINWPI]SIDE OFILWOI. NEQINFD DESIGN THE XF RUUMOC.YRE DEFFECTFOR K U`E tE,Ua, C110X Ipf9 OF THE IBL qi WttN}1E LCC4LpUMM]CODE MEFFECI FOR ME EPECIMwCAibq Mb0ANSIT 10. 70MELYREMST 4N0101 NED DORTNE YORMUOUNE]0WN A 'EST PER bnd F9i NIDEX911dV]M IOR 10.NASE EE.APD&IIVEOHDNfGfryQ WIXOLLOI➢Ap NOfE00ELOW.41Eel LpP➢(F I.S. DES'p. LOMNg9BEENU9ED. DEVONLOW -"Pn .l wND..F000YI..ONDUND..LBE DE]ERNMEOBV APVQi555pN4 CNMDE FI MECTSMEwIXDSVEEDNNOERNORMASRCIC NAYBEU]fOwMEOE 1ME oEegNLMO MEEi9MEPCEF➢BME OEEYNLdOFpiiXE OURGVODPENWD. l 8wF0PPOHEDL0Effi IXIMEJM68ENGIN MISOOOR DE YWABVe Ma VfUMAC .NNCiOIASNµLXAVEMLON' EVDIXEEOVERiFIABEWKYRBURON468RYCNUE fDNE5L91 N6EMIPOSEOL6YS v..Vr S. uL EVE01iDSNL WDERFDELECTR ELECTRODES U. CONDOM MTO LCOPOMLEN]M AWA9PECIFK411Q19. i ND EOIIIOB NL WEIYIIb PLEOtfl GEOEMERI.11. OPT. f1 DIYDEE.86 B SOUND AND M%RSD L ELNMELNAMEXNBAI STAINLESS RSXE M IE0. F.OF0fli8YlO W40XER5 $NMLBEDMVM'IEED ORSi4W1E808iEFN1]NANv@NNiErWLE BEREXmM aX A UEAOX848EOONT TO TESTING NDNO. 1A 142A IERINGOOF REPORTS N� CI ANDRMRWDX GLADE ARACNMM LO IIHB 4V0 N0. CM W ]VF I OR iDE OF OUbf AIiKgIEM TD AND. w reNuEDn FROUIDENTI ESNCr INCLUDE crwcOFMISN.Rc �a ��.•1'0• UNDEF10.25t N. iILLMLLELL3®MIBIDRNI}N i'A]P514NOY}. ` RIS ij IF AUUNGMILCp Musssr-.ED}URECTSFECfi1GipNp. SMP NWOCX4MOREw[tFlO. IFDCG ,tO• �'/RQQ ^ IIee IF 0.251-9.50D Om EOINE-ERPNFLDMMDE..NPIODOFME S-PNB-P. Y 0OWOVER D� IR'X p ;STATE OF : INS. .�-Is ONe qe . �Z/� /iz ALLOWABLE TRANSVERSE DESIGN WIND LOADS (PSF) MAX DOOR WIDTH MAX DOOR HEIGHT DESIGN LOAD POSITIVE FL DESIGN LOAD NEGATIVE SIC 151-W 20'.0' 38.9 42.2 18'-0' 20'-0" 35.0 38.0 17'•0" 20'-0- 31.7 34.5 18'-0' 20'-0' 29.0 31.5 191-W 20'-0" 28.8 28.9 20'-0' 20'-0- 24.5 28.7 NVAIMNXln�mNlfxnq JANU9 INTERNATIONAL CORPORATION 134 JANU9 INTERNATIONAL BLVD TEMPLE, GA 30179 771N562-2a5O/FaN 770662.2264 ® 2012 Janus Intemalional CDryomllon All RI9NIs Reserved CERTIFIED WIND LOAD RATED 26 p4� GA SERIES 3100 DOOR ASSEMBLY 1"7-12 MAX SIZE: 20'A' X 20'-0' 11-07-12 B T1005 F 1p.In.11 Nnuc SHEET:2 OF:2 JANUS INTERNATIONAL MODEL 3100 1-866-562-2580 - www.janusintl.com INSTALLATION INSTRUCTIONS s � (ANUS WTERtJATIONAL DOORS fAUuTBE iNSik 63t �AIE[RC[ kN Di)t5t t TECHNICIANS QUALIFIED TO 1NSTaLL , ROttO`'SFYitt�TH ?ROPERCt51IiLFrNE SAFETYAND,INST LLATION QUTAMENT„GA a ULk'X1�Egi7Jfq, LATIPE�}}b�ST°R FAMILIARIZE YOURSELF WITH ALL II�STAfsI AEI i�? U.R, WARNINGS;A1} fOI+Y$ All `: N� FES BEF©/2E AIREMFTIN �;TQ NSFR1 L �Ci1 dlrE [J 1NTE ?T 41 tfINA [tiJT3t'CI�T� h10 f WARRANTY OR CGEPT RESPK3N�filBlLITYK I QRS t t 3 NtS i A( LEl ERO ES� W3TALLATIOT#INSTR{J'TIONS `, j A IMPORTANT INFORMATION A ® CAREFULLY READ INSTALLATION INSTRUCTIONS. FAMRWRIZE YOURSELF WITH ALL INSTALLATION PROCEDURES, WARNINGS, CAUTIONS, AND NOTES BEFOREATTEMPTING TO INSTALL DOOR. ® INSPECT RECEIVED DOOR ASSEMBLY FOR VISIBLE DAMAGE AND/OR COMPONENT SHORTAGES • SHIPPING DAMAGE. FILE DAMAGE CLAIM IMMEDIATELY WITH FREIGHT CARRIER SUPPLY DOOR SUPPLIER WITH PHOTO DOCUMENTATION TO RECEIVE REPLACEMENT COMPONENTS. • PART SHORTAGE IMMEDIATELY CONTACT DOOR SUPPLIER WRIT PARTS SHORTAGE DUN. ORDER NUMBER DOOR MODEL. PHOTO DOCUMENTATION ARE ENCOURAGED TO EXPEORE PROCESS • INCORRECT PARTS, IF RECEIVED DOOR COMPONENTS AND PARTS DO NOT MATCH THOSE REFERENCED INTHESE INSTALLATION INSTRUCTIONS, IMMEDIATELY CONTACT DOOR SUPPLIER- ® IF AT ANY TIME BEFORE OR DURING INSTALLATION YOU ARE UNFAMILIAR,UNCOMFORTABLE, OR CONFUSED BY INSTALLATION PROCEDURES OUTLINED IN THESE INSTALLATION INSTRUCTIONS DO NOTATTEMPTTO INSTALL DOOR ASSEMBLY. IMMEDIATELY CONTACT DOORSUPPLIER WRN QUESTIONSMONCERNS. A READ ALL WARNINGS BELOW A ® USE APPROPRIATE SAFETY EQUIPMENT TO AVOID SERIOUS INJURY. ® CLEAR FLOOR AT OPENING OF ALL DEBRIS BEFORE INSTALLING PRODUCT. ® USE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TOAVOID DAMAGE, SERIOUS INJURYOR DEATH. \\,,``�, H.�OIX ® MOWNGBOOR COULD RESULT IN DEATH ORSERIOUS INJURY.DONOT CLOSE DOOR UNTILOOORWAYISCLEAR. O,` SPEEDOF `\\ �LQH••••••••••• ♦ • C S v`�G� CONTROLTHE THE DOOR DURING MANUAL OPERATION. = 7O �i F~%=V'a� ® DO NOT STAND OR WALK UNDER A MOVING DOOR. ® KEEP DOORWAY CLEAR AND IN FULL VIEW WHILE OPERATING DOOR. ® DO NOT PERMIT CHR.OREN TO PLAY ON, NEAR. OR WITH DOOR OR OPERATE DOOR CONTROLS. ® UNLOCK DOOR BEFORE OPENING DOOR ASENSING DEVICES ON MOTOR OPERATING DOORS SHOULD BE TESTED FREQUENTLY. VISUALLY INSPECT DOOR MO HARDWARE MONTHLY FOR WORN ANDIOR BROKEN PARTS AND CHECK SPRING. ACOMPONENTS ARE UNDER EXTREME SPRING TENSION. COULD RESULT IN DEATH OR SERIOUS INJURY. ADOOR MUST BE FULLY OPENED WHEN MAKING ADJUSTMENTS AVERIFY OPENING WIDTH AND HEIGHT BEFORE INSTALLING GUIDES. s STATE OF GRID*.+� ivy /V 4/z/l/itil DOOR OPERATES FREELY. DO NOT OPERATE A DOOR WITH A BROKEN ADOOR CAN FALL D BOTH BRACKETS ARE NOTSECURELYFASTENED TO THE JAMBSALL FASTENERS ATTACHING BRACKETS TO JAMES MUST FIT SECURELY INTO STRUCTURAL MEMBER OR SURFACE. IF DOORFALLS, SERIOUS INJURY OR DEATH ANDNJR DAMAGE TO DOOR CAN RESULT. ®BEFORE LIFTING DOOR INTO POSITION, ASSURE THAT ALL SETSCREWS ARE TIGHTENED TO ADEQUATELY SECURE AXLE SUPPORTS AND TENSIONER FAILURE TO SECURE WILL RESULT IN FALLING PARTS, WHICH WILL LEAD TO SERIOUS INJURY OR DEATH. AUSE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID DAMAGE, SERIOUS INJURYOR DEATH. A DO NOT REMOVE WRAPPING FROM DOOR UNTIL INSTRUCTED TO 00SO. ®FAILURE TO ADHERE TO THEABOVE CONDITIONS WILL RESULT IN PERSONAL INJURY ORPRODUCT DAMAGE NOT COVERED UNDER JANUS INTERNATIONAL PRODUCT WARRANTY. ALWAYS HANDLE PRODUCT WITH CARE, AND RIEVIEWALLVISTRUCTIONS, WARNINGS, AND NOTES BEFORE INSTALLING PRODUCT. ®REVIEW DOOR ASSEMBLYAND GENERAL PARTS DESCRIPTIONS BILL OF MATERIAL FROM PAGE 2, FIGURE T TO FAMILIARIZE YOURSELF WITH COMMON PARTS OF ROVING SHEET DOOR ASSEMBLY. ®DOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED ATTIME OF ORDER.JANUS INTERNATIONAL WILL NOT BE HELD RESPONSIBLE FOR OPENING WIDTHS OR HEIGHTS THAT DO NOT MATCH THOSE SPECIFIED AT TAME OF ORDER FIGURE 1: DOOR ASSEMBLY & GENERAL PART DESCRIPTIONS 14 s . � 9 1 6 8, io. 5 . . 0 •'9`4 0 '2 ,' 1' 1z. I j 3. 7-\�IIINIgI/ O40 �rri �..••.......,: s No.7�68 } STATE OF ' a ., ORIO Q `19 ,fir FS ••••.»a••� G�2,�• t6 0 Inswd ions Installation Video 2 . N ITEM DESCRIPTION f PART NUMBER ITEM DESG�i1PTIt F (?Aft} 11t1K18ER 7T M , LSESC TIONy 4lfi� Nl7AABER" `1 12" Spiral Barrel 7` LH - Roll Formed Guide with windbar'(3 ? RH - Comm. Bracket 2 26 Ga. Curtain 8,. RH-Roll Formed Guide with windbar 14r Stamped Axle Support 3 Windlocks s;�9`�:` Headstop 55; Comm.SGdeLock 4 1 %6" O.D. Axle Tensioner �'�fi` Comm. Step Plate 5 12"Drum ;1`, Mounting Plate 17 £ Bottom BarAssembl 6 Spring/Counterbalance Assembly 92 LH - Comm. Bracket .16 -, Slide Lock Assembly FIGURE 2: SIDEROOM CLEARANCE REQUIRMENT CHART OPERIITIQN� BACK " OF .. GWDE OUTBID Fycz �{IACI�7`: may' 3EN610NER'E:N6 aUTgIDF.-043 i nI 017757DE OF #]AMB DNAiNC`a a DRIVE c _; CE '.kOj,RAN.. a=' PUSH-UP 4y' sw 5%' - 831' CHAIN HOIST 4),' 5°V d)'e' 7y' JACK SHAFT MOTOR 4);' 5W 7W - 8V4' PANTHEON 4j;" 5W 7W at Dmlanalmar aroYeferonoeGtrumedge opeaNg �:�. s"as - .. " •TenslmereiM and tlMeead adbbaN918fed a1eld rdMd<'aFQodraiae'm111 FOR CRf1TCAL fTTBDUETORWUCEDAVAILA& }7 1DROO aC$IPWR-DM CES CONSULTFA4`TTQeUr. NO OF AXLE CLEARANCE OUTSIDE OF TENSIONER BRACKET CLEARANCE TENSIONER END SHOWN BACK OF GUIDE CLEARANCE � END OF AXLE CLEARANCE OUTSIDE OF CHAIN DRIVE �. OUTSIDE OF DRIVE y, BRACKET CLEARANCE I E DRIVE END SHOWN (NON-TENSIONER) r- BACK OF GUIDE CLEARANCE FIGURE 3: HORIZONTAL / VERTICAL HEADROOM REQUIREMENT CHART OPEHINO VERTMAC HORQoNT/11' HEIfiHT: HEJ}DRODJa HEADROOMr THRQ 20" 20" B-0• OVER, F'0•"' THRU; 21" 21" 10- `:' o3eat`-: aubi": 21Y" 21 ;..THRU;, a`r4•- ' OVER ab-0•�' 22" 21" THRU as.4- OVER 1641.' 22" 2.2" o%mR IV-00.,::- 22" 22" ..:.,THRO•,: wv _ HORIZONTAL HEADROOM r O VERTICAL HEADROOM Poo ��✓�1�� OPENING HEIGHT STEP 1: VERIFY OPENING *Note: DOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF ORDER. JANUS INTERNATIONAL WILL NOT ASSUME RESPONSIBIIJTYFOR OPENING WIDTHS OR HEIGHTS THAT DO NOT MATCHTHOSE SPECIFIED AT TIME OFORDER. o Verify opening width and height and confine measurements match width and height detailed on door packaging label. 0 Verify that iambs are plumb. o Vedfy floor and header for level. 0 Verify adequate side clearance at iambs and clearance above and at sides of header. See Side Room and Headroom Clearance Requirement Chart (pane 3. Figures 2 ti 3). > Verify that the guide mounting surface on the iamb is flush. Verify that all parts required for installation are with the door. See page 2. Figure 1 for General Bill of Material. STEP 2: MOUNTING PLATES L%Note: Mounting Plates are optional components for installation to steel Jambs. Mounting Plates are to be Installed with listeners supplied or welded directly to steel jamb. If mounting plates were not ordered, or jamb type is other than steel, Proceed to step 3. a Position Mounting Plates where bottom edge is Flush with header and inside edge is gush with jamb edge. See Figure 4. -> Install mounting plates to steel jambs with 3 each %-16 x 1 Y." hex -head bolts, washers, and lock nuts supplied. t�Note: Install washers on hex nut side only 7Note: Assure Mounting Plates are level with each other 3-Y/e-16x1Ya" t HEX -HEAD BOLT LH MOUNTING PLATE LEVEL MOUNTING PLATES -- annm Suva FIGURE 4: MOUNTING PLATE INSTALLATION 10" i RH MOUNTING PLATE NO %k H' O4 L, 000 � 5 .......'.1 p �CEN�gFk, vp� y� = No. TM &SiTATE .»..ee_._ 4 4/a�/,d!F STEP 3: COMMERCIAL BRACKETS TO GUIDES ONote: GUIDE BELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15°-20" BEND IN BELLMOUTH TO ASSURE SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCHING AND/OR DAMAGE. .� Attach Commercial Brackets to guides, locating top surface of bracket 2" below top of guide. Use 2 each Ye - 20 x %' carriage bolts, 19 - 20 serrated flange hex nuts and Ya- flat washers per bracket for tensioner and the non-tensioner (drive) end for push-up operation. See Figure 5. ONote: DOOR DRIVE OPERATION MAY BE INSTALLED ON EITHER END OF DOOR ASSEMBLY %A H' Dww�4.. TOP OF GUIDE -- ®� ',-20xsa CARRIAGE SOLT COMMERCIAL - - BRACKET ° GUIDE BELLMOUTH :i 14.20 SERRATED FLANGE HEX NUT 1. .-Al r. FLAT WASHER W GUIDE FIGURE 5: TENSIONER END (LH Shown/RH Opposite) ONote: FOR MANUAL PUSH-UP OPERATION, SPACERS ARE NOT PROVIDED OR REQUIRED FOR COMMERCIAL BRACKET MOUNT. Reduced Hand Chain Drive: Attach Commercial Brackets to guides, locating top surface of bracket 2' below top of guide. Install drive bracket with 2 each - 20 x 1 % carriage bolts, Ya - 20 serrated flange hex nuts and Y' flat washers. Insert 1 each Y' O.D. x Y- long spacer tubes between guide and bracket Bleach bolt location. See Figure 6. Jack Shaft Motor Operation: Attach Commercial Brackets to guides, locating top surface of bracket 2' below top of guide. Install drive bracket with 2 each Y. - 20 x 2 Yz" caniage bolts, Ya - 20 serrated flange hex nuts and Ye' flat washers. Insert 1 each 1 Yi O.D. x 1 Y' long spacer tubes between guide and bracket at each bolt location. See Figure 6. o Pantheon Motor Operation: Install drive bracket with 1 Yf spacing between outside of guide and inside of bracket. No spacers are provided for this application. Locate top surface of bracket 2' below top of guide. See Figure 6. (Spacers not provided) ... �;,� CARRIAGE BOLT —4-4 GUIDEBELLMOUTH --- SPACER TUBE(S) GUIDE - --- TOP OF GUIDE COMMERCIAL BRACKET --- L' FLAT WASHER f r,20 SERRATED FLANGE HEX NUT a---- I FIGURE 6: DRIVE END (RH Shown/LH Opposite) STEP 4: GUIDES AND BRACKETS TO JAMB c Brackets and guides must be attached tojambs using fasteners as specified In Table 1. TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS ITEM JAMB �,sy3,wi,`"�s- M�; EN FtSr; Steel %-16 x 1 Y4" Hex Bolt and Nut %a" BRACKETS'" '. Concrete or Filled Block %" x 1 %" Powers Wedge -Bolt Powers SOS+o1318 ' R Steel Y4" -14 x 1" TEKS Screw None GUIDES Concrete or Filled Block V x 4" Powers Wedge -Bolt Powers SOS+01318 *Note: DOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF ORDER. JANUS INTERNATIONAL WILL NOT ASSUME RESPONSIBILITYFOR OPENING WIDTHS OR HEIGHTS THAT DO NOT MATCH THOSE SPECIFIED AT TIMEOF ORDER. Guides to be mounted centered about the opening. Back of guide placementimeasurement frem jamb edge is 4 j:' per side. Overall back of guide to back of guide measurement to be Opening Width + 874". See figure 7. OPENING WIDTH +81z — --— �; FIGURE 7: GUIDE PLACEMENT o THREE MOUNTING OPTIONS EXIST AND ARE DICTATED BY JAMB TYPE AND/OR THICKNESS o OPTION 1: Steel jambs %e or greater. Y, -14 x 1" self drilling/tapping screws at too of guide. See Figure > OPTION 2: Masonryjambs. %" x 4' Powers Wedge Bolt at Inside of guide. See Figure 9 1 OPTION 3: Steel Jambs less than 3/16"thickness. Ye -14 x 1' self drilling/tapping screws at toe and inside of guide. See Figure 10. 14 -14 x 1' SELF DRILLING SCREW --- 9' MAX CENTERS 2" 41, r— - - --_ OPENING WIDTH +81i FIGURE 8: GUIDE MOUNTING - OPTION 1 412I/ W - �1e--STEEL JAMB THICKNESS r 3 r10 EXISTING CONCRETE OR FILLED-- .. e; I BLOCKJAMBS Ii . X4'POWERS WEDGE BOLT -•- ----- '•. I mil. �.. .... _.. ..-_ OPENINGWIDTH-SY- ---' --- ' FIGURE 9: GUIDE MOUNTING - OPTION 2 3r�e EXISTINGJAMB_ eie 14 GA MINIMUM �.- ibnlDRILLING SELF SCREW T MAX CENTERS 2' 2' 1 .1 414r ..-.. -- OPENINGWIDTH+812 FIGURE 10: GUIDE MOUNTING - OPTION 3 Install guides per mounting option detail that applies to specific installation applications. See Figure 8, 9 or 10. Install guides and brackets with fasteners supplied, which should match those referenced on Page 6, Table 1. t;Wofe: Figure 11 below illustrates bracket mount to steel jambs via mounting plates. Refer to Page 6, Table I Aor appropriate fastener type per jamb type. 3-3e LOCKNUT 3_3e FLATWASHER MOUNTING PLATE --- • COMMERCIAL BRACKET `'OG��✓�W�ENy� • gyp' 1 nV. 7 'x: 1 STATE OF r or "•�' 04ORIO�,, 'f 4i� �j `31 'ee e.NaM 14 �'Po i._`rAA ALfc��?1� --- 3-3e FLATWASHER % r 3-3, 16X1 xr HEX -HEAD BOLT FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB) DOOR CAN FALL IF BOTH OR ACICE7S`ARE'N{lb ' tdURELY FAS`jENED �O xTI�E r JAMBS ALL'FASTENERS ATTACH M.,-,�RA S TO -At MUS, 1-TtSEC0EjELYt �^ Sd� INTOASTRUCTURALMEMBEf�ORRSI[TiA6n CJNfaT�00RWILLRESULf11N SERIOUS.INJURY OR`�< A7f AND R., Li 'iObOti( STEP 5: PUSH-UP TENSIONER END - FLOOR LEVEL INSTALLATION • Rotate tensioner release am towards wall. o Slide tensioner over axle, with arm pointing toward wall, until approximately 2 r%" of axle Is outside of tensioner. Allow release an to rotate back towards starting position. See Figure 12. O Tighten set screw when In plats. AXLE - .. FIGURE 12: TENSIONER TO AXLE STEP 6: PUSH-UP NON-TENSIONER END - FLOOR LEVEL INSTALLATION o Slide stamped axle support over axle, with arrow pointing toward wall. See Figure 13. o Slide stamped axle support over axle until approximately 2 r/e of axle is outside of stamped axle support. o Tighten set screws when in place. -- STAMPED AXLE SUPPORT FIGURE 13: STAMPED AXLE SUPPORT TO AXLE v,%N H' ,11 0A00 f,f�CENS' ti% We i STATE OF ¢/z, STEP 7a: REDUCED HAND CHAIN DRIVE END - FLOOR LEVEL INSTALLATION o Fasten cast ring gear to drum using 3 each %-16 x 1 Y' grade 5 hex bolts and %" lock washers. o Install 2 each %-16 x 1" square head set screws in the threaded holes In the cast axle support. These will be tightened against the axle later. Slide cast axle support over axle until approximately 2 a/a" of axle is outside of cast axle support. See Figure 14. o Tighten set screws when in place. - -- CAST AXLE SUPPORT 2 - 3,16 X 1 SQUARE HEAD SETSCREW t':.4 }. _ �5 '?�----- -3-'e' LOCK WASHER GRADE 5 HEX BOLTS FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASSEMBLY STEP 7b: ELECTRIC OPERATOR DRIVE END - FLOOR LEVEL INSTALLATION n Locate 3 each V O.D. x 2 s/" long spacer tubes and struts between 72 tooth sprocket and drum. Attach sprocket with 3 each s/e -16 x 3 Y22" grade 5 hex bolts and 318" lock washers. n Slide stamped axle support over axle, with arrow pointing toward wall, until approximately 1'/" of axle is outside of stamped axle support. See Figure 15. 0 Tighten set screws when in place. AXLE 2-SETSCREW STAMPED AXLE SUPPORT lop 3-3e-16X3r,' GRADE 5 HEX BOLTS G �p 0 ---3 -3e' LOCK WASHER FIGURE 15: EO KIT TO DRUM ASSEMBLY -. --3-1'O.D.23e LSPACER 3-STRUT .�`��N N" G40, ,*0. Q 0. ......... y 'spy ��GENS ..�p F STATE OF - rr STEP 7c: PANTHEON DRIVE END - FLOOR LEVEL INSTALLATION CAST IRON SADDLE ANCHOR BRACKET WITH STEEL TUBES INSERTED DRUM AXLE — SHIPPING WRAP 8 PADDING _ PANTHEON COMMERCIAL ROLLING DOOR OPERATOR FIGURE 16: PANTHEON BARREL ASSEMBLY BEFORE LIFTING DOOR INTO PO$fflQNt+I$SURENTHT7ILL Ste' SGREWS ARE T�Gk{LE�iED A TO ADEQUATELY SECURE AXLE SUPPORT S'pNtSN$IEINER Fp{LiRE TO SEGURE IM1�IL RESULT IN FALLING PARTS, WHICH 1�1LL LEyADlt�SERI9�JS IP7lUiiYQREATH ;, STEPS: RAISING DOOR ASSEMBLY ONTO BRACKETS o Before lifting, orient bottom bar at 12 o'clock position. * Raise door using appropriate lifting equipment, assuring a protective barrier is maintained between product and any `%�` �(�' ••••••••••••O-� surface or object that it may come into contact with. Oy�%CEIVS�S t o Position door on brackets with tensloner and axle support resting safely on top of commercial bracket flange. `� - ! • i ��n See Figures 17-20 for appropriate drive type application. � * � *. Door should be positioned as close as possible to the header and still be able to rotate and dear bottom bar. = .$ t STATE OF o Each end of door should be equal distance from the header and the curtain must be centered in the opening. �O•�ll�_ QRIOR. ASSUREBELLMOUTH AS INSTI2UCTEA If3TEP+FILUftETO FI ARE GUIRG / /7/ BELLMOl1TH1VILL"RESI�LT��IURAINySCAIGHINGiNDRp%UgiAGEyy. STEP 9a: REDUCED HAND CHAIN DRIVE END D Attach cast axle support to commercial bracket using 318 -16 x -' grade 5 hex bolt, Va' lock washer and %• flat washer. o Position chain hoist assembly on door bracket next to cast c • axle support and attach to door bracket using 2 each m e %-16 x %° grade 5 hex bolts, Ya' lock washers and %" flat washers. The spur gear on the hoist will engage with the ® d Internal teeth of the previously Installed cast ring gear. y_ See figure 17. E U o Connect cast axle support bracket to side of chain hoist using %-16 x /.' hex bolt and %' lock washer. See Figure 17. Feed hand chain over chain pocket wheel and through hoist. Connect ends of hand chain, being careful not to twist chain. �.. `♦ Hand chain may be lengthened or shortened as necessary. 3 -se FLAT WASHER O Install hand chain keeper on wall or Iamb. —4-3e LOCK WASHER 4-',-16xri GRADE 5 HEX BOLTS FIGURE 17: CAST AXLE SUPPORT TO BRACKET STEP 9b: ELECTRIC OPERATOR DRIVE END r> Attach stamped axle support to commercial bracket using 2 each -16 x %a grade 5 hex bolt, %' lock washer and Yg' flat washer. See figure 18. -- SHIPPING WRAP 6 PADDING ..r.. efG-r. 2-3e FLAT WASHER 2-3e' LOCK WASHER -. 2-3e-MX33 GRADE 5 HEX BOLTS FIGURE 18: STAMPED AXLE SUPPORT TO BRACKET '%%%V%1t11111/!I// �� H tt. C)4 ��0ii { No.77 i STATE OFpu a �•��t6SOR10t/-V 3e-16'U" BOLT STEP 9C: PANTHEON DRIVE END o Attach anchor bracket to commercial bracket using u-bolt and 2 each 3%-16 flange nuts and %" flat washers. See Figure 19. SHIPPING WRAPS PADDING — ---- -- ANCHOR BRACKET {, -- - 2.3a FLAT WASHER e, 2 -33 -16 FLANGE NUTS FIGURE 19: PANTHEON ASSEMBLY TO BRACKET TEP 10: TENSIONER END p Attach tensioner to commercial bracket using 2 each %- 16 x %" grade 5 hex bolts, %" lock washers and %flat washers. See Figure 20. 4/z014- CJ o b O o� SHIPPING WRAP& PADDING 2-Y FLAT WASHER ..... 1' . .:. 2-3e LOCK WASHER � 2-3e-16x3j _ .. GRADE 5 HEX BOLTS FIGURE 20: TENSIONER TO BRACKET HEADSTOP HOLDER �— -BOTTOM BAR STEP 11: SETTING INITIAL SPRING TENSION o With bottom bar at 12 o'clock posttlon, rotate door towards wall 1 Yz revolutions. o While firmly holding door at bottom bar, cut packaging that secures the door. Direct bottom bar Into guides, stopping just below headstop area. See Figure 21. FIGURE 21: DOOR ASSEMBLY, TENSIONER SIDE . P M STEP12: HEADSTOP INSTALLATION Slide headstop Into headstop holder, fining up holes on each. Attach headstop using %" x V hex bolt and 33te lock washer as shown in Figure 22. 3e %rj HEX BOLT se LOCK WASHER i � 1 T -'-HEADSTOP FIGURE 22: HEADSTOP TO GUIDE 2- 'i x t HEX BOLT .- STEP 13: SLIDE LOCK ASSEMBLY INSTALLATION • Lower bottom bar and install slide lock and step plate using 2 each Yx - 20 x T hex bolts, Y6 -18 hex nuts, YZ flat washers and Yx - 20 nylon insert hex nuts. Do this at both ends of bottom bar. See Figure 23. • Transfer the Ye-20x& carriage bolts and Ya-20 serrated flange hex nuts that were removed from both ends of the bottom bar to the 2 holes at the center of the bottom bar and angle. o For push-up operation only, install rope In one of the holes at the center of the horizontal leg of the bottom bar angle. 2-6is HEX NUT SLIDE LOCK — STEP PLATE ...-.. 2-$ FIAT WASHER 2-14 x 20 NYLON INSERTNUT v a FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY .%`QN H. a40, •�,,� yF. - V io �.�GENSE` •'v = 116.7788 s; STATE Cf e r to 10 OR%••..01 oa10tb/ 0 J STEP 14: DOOR OPERATION / P. -- -f - ¢lzt/ Kt Note: Before cycling door to rest door operation, assure that all fasteners and set screws are lightened and securing all components. 7 Cycle door by raising and lowering door to Its fully closed and fully opened position. 7 Set limits of electrically operated doors at this time. o Evaluate spring tension. If adjustments to spring are required, proceed to Step 15. COMPONENT$ UNDER EXTREME $Pftt:rEi�SION GOtILD RE$I1LT IN DEATIiYJR $EIQR1 K URY ADJUSTMENTS MUST SE MADE$YT i I OL � S 1a 14R CF1NIGIAWW- INJ PROPER TOOLS DOER MUST BE�CIUnn 9PNEI3§}1 �} (�INGADJUSTtdTr STEP 15: ADJUST SPRING TENSION o Before increasing or decreasing spring tension, loosen %-16 square head set screws in tensioner and axle support at both ends of door. INCREASING SPRING TENSION: At tensioner end, using pipe wrench, rotate axlelpipe wrench away from wall. Increase tension in Ys-Y turn increments. Allow axielpipe wench to ease back towards wail until tensioner secures axle rotation. Re -set set screws and re-evaluate spring tension by cycling door. DECREASING SPRING TENSION: At tension end, using pipe wrench, rotate exle/pipe wrench away fmm wail slightly. Holding this position, rotate tensioner release arm towards wall. Carefully allow axle/wrench to rotate towards wall inY Wm increments. While holding this position, allow tensloner release an to rotate back to its starting position. Carefully allow axle/pipe wrench to ease back unfit tensioner secures axle notation. Re -lighten set screws and re-evaluate spring tension by cycling door. DECREASE SPRING TENSION ■Y4O' �i55�'/. STEP 16: WARNING LABEL e 0 Apply warning label at a readable height on the drive side door guide or Jamb. ADAMS FENCE USETHIS 353782 NOT VALID FOR MERCHANDISE PICK-UP AFTER DATE: 04/08/2016 TIME: 16:07:27 --------------- 20a HOME DEPOT, INC. PAGE: 1 CUSTOMER PICK-UP CONFIRMATION DATE: 04/08/2016 0213 VERO BEACH TIME: 15:07:27 CUSTOMER PICK-UP WILL -CALL NUMBER 353782WO3 tomer : ADAMS FENCE USETHIS STEVE ADAMS hone : Home (772) 473-2903 Work (772) 473-2903 Ext ite : PO BOX 1798 VERO BEACH, FL 32961 eterence: 365 DATE PALM ------ QUANTITY ------ REF # SKU ITEM DESCRIPTION PICKED UP REMAINING R01 0000-666-249 60LB SAKRETE CONCRETE MIX 56.00 0.00 R02 0000-256-276"4X4-8FT #2 PT 12.00 0.00 lBalance Due $0.00 i I HEREBY ACKNOWLEDGE RECEIPT OF THE ABOVE ITEMS IN THE QUANTITIES SHOWN IN THE "PICKED -UP" COLUMN ABOVE: ------ER'S SIGNATUuAt -------------------- END STORE COPY ADAMS FENCE USETHIS 353782 NOT VALID FOR MERCHANDISE PICK-UP AFTER DATE: 04/08/2016 TIME: 16:07:27 svr02Oa HOME DEPOT, INC. PAGE: 1 CUSTOMER PICK-UP CONFIRMATION DATE: 04/08/2016 tSTORE: 0213 VERO BEACH TIME: 15:07:27 ------------------------------------ CUSTOMER PICK-UP WILL -CALL NUMBER 353782WO3 `IREF ustomer : ADAMS FENCE USETHIS STEVE ADAMS ompany : hone : Home (772) 473-2903 Work (772) 473-2903 Ext ite : PO BOX 1798 VERO BEACH, FL 32961 eference: 365 DATE PALM ------ QUANTITY ------ # SKU ITEM DESCRIPTION PICKED UP REMAINING R01 0000-666-249 60LB SAKRETE CONCRETE MIX 56.00 0.00 R02 0000-256-276 4X4-8FT #2 PT 12.00 0.00 Balance Due $0.00 I HEREBY ACKNOWLEDGE RECEIPT OF THE ABOVE ITEMS IN THE QUANTITIES SHOWN IN THE "PICKED -UP" COLUMN ABOVE: END OF CUSTOMER PICK-UP WILL -CALL NUMBER 353782WO3 CUSTOMER COPY RECEIVED APR 2 6 ?�ajg Silver Line r4l byAndersen WINDOWS •DOOR S St. Luce County SERIES 70 - MODEL 2127IMPACTFL EXTRUDED VINYL SINGLE HUNG WINDOW w/ FLANGE "IMPAcrr GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition 12014I Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" IHVHZI. 2. Product anchors shag be as Wed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the 9lVW this product compiles with Section 1626 of the Florida Buldng Code and does not require an impact resistant covering. 4. When used in cress outside of the "HVHr requiring wind bome debris protection this product compiles wBh Section 1609.1.2 of the FBC and does not require an Impact resistant covering. This product meets missile level "O" and Includes Wind Zone 4 as defined In ASTM El996 and FBC Section 1609.1.2.2. S. For2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Thisproductmeetswaterin5ttmflonmquirementsfor"HVHr. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, glazing details & components 5375"MAX OVERALL FLANGE WIa1H 52fPMA%.OYERALL FRPME WIDTH / o i z_= � b r X a0�ERT1lt-a �OVERALI` gIC{'l,�L��aNPSHJ2Ey"{p3�:. .f,LAFYGE FR?! IE` .i .4rQ.^^--�.. } ,s 7�1" --qZn - �,f.11MM JSION„ "a1MFN510N, DIFIEN$lv„o "ors"-e". POS171V O�LIq,lsl,(V.lE-. 53.25' x 74.25" 52.0" x 73.0" 47.625" x 33.50" Gf +55.0 -60.0 0 � N y ` tl AP y T 7 _ i 2 P _� a �rrrrlI * Pss T% o n m " m �s n \ IS 6 ' h Erb _ M FL-14011.23 L 27 ' ° 41 NOTE: 1. LOCATE OPERATING SASH LOCKS PS" p '� ° • °' _'� * n @ Q i n FROM EACH END Of THE ACTIVE N,'i' 7 , O 4? ' � z' O� m MEETING RAIL, FASTEN WITH (2) #8 x314' SELFTAPPINGSCREWS. o- F % �''•. �:� r'•........... / g: $ 6 n '�: 2 LOCATE EACH / ENDD OFTHEMEETING RAIL, FASTEN FASTEN ///// ,* I I,���� o N m= Q — C III III I N U N •; 1 2 WITH (2) #6x3/4"SCREWS. Df= , i{ E. i NTERIOR G1 INTERIOR X SEE 11 NOTE2 1D SEE 3 iz2 / 17 NOTE1 � F 4 8 d m 2 2 3 4 e 72 d 5 o s 3 2 3 Q �I i 3 ��m d e MEETING RAIL ABOVETHEMEEBNG RAIL F 4 18 € E E 0 16 0 C INTERIOR C N i & 34 33 34 1T 20 B 19 z y G1 7 15 .. 6 0 ;MOIIETHE o o 0�� �W 2 15 CB D E%IERIOR 9 D a we 9 12 13 N.T.S. a 1 1 B '..a JK BELOWTHEMEERNGRAIL BELOW IHE MEETING RAIL p YP.1-114"MIN. L,FSEMB. I EMB. TYP. HORIZONTALCROSS SECTION %2�VEEDCAL CROSSSECTIONhw/2Xbuck 2 S w/2%buck 14911.2322 w 5 6 e F RAIL 1■ INTERIOR ABOVETHEMEERNG ef'1EXTERIORU1-1/4'MM.EMB.TYP. W THE MEETING RAIL BELOWTHEMEEIINGRAR 1 I RRONTAL CROSS SECTION S Shawn w/IX buck E NOTE: 1. LOCATE ME LOCKS 9S" FROM EACH END EACH EN O CBVE MEETING TEN WITH N4 FASTEN WITH (2) MRx3/4' SELF TAPPING 2 OCATESASH KEEPERSCREW9 SASH KEEPER 9S FROM EACH END OF END OFTHEME4 PA FA57QJ WITH I2j 86x 3/4"SCREWS. SC • .p gyp. •.4 4 u VERTICAL CROSS SECTION 3 Optional mamnrysj VERTICAL CROSS SECTION 3 Opttonaimmoma 1-1/4'MIN. EMB.TYP. z� 6� EXTERIOR VIP T 9 z 8W N G1 INTERIOR 0 ci �21 VERTICAL CROSS SECTION 3 Shownw/1x Wck Ri I I JK m x on 6K uwwo Na: n FL—f4911.23 o m 3si5 p 2X BUCK MASONR` OFENINC BUCK ANCHORING MASONRY CONCRETEANCHOR NOTES: 1. Concrete anchorlocaHans at the Comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchorlocations noted as MAX. O.C. (IYP.)"must be adjusted to maintain the min, edge distance to mortarloints, additional concrete anchors may be required to ensure the MAX O.C. (TYP.)"dtmenslons are not exceeded. 3. Concrete anchor table: 1. Maintain a minimum 5/8" edge distance. 1"er woad screws to prevent the spPRing of mod. MASONRY J 21(BUCK F IXBUCK D TIP. FRAME ANCHORING F 1 FL-14911.23 BILL OF MATERIALS me DERCRIPDON MATERML I BUCK SG>=0.55 WOOD _A B 2X BUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4"X2-3/4"ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X 2'PPH SMS STEEL 1 EXTRUDED PVC MAIN FRAME #52-2611- PVC 2 EXTRUDED PVC SILL#52-2673• PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) 052-1257- PVC 4 EXTRUDED PVC MEETING RAIL #52-2907' PVC 5 EXTRUDED PVC TOP LIFT RAIL #52.2949- PVC 6 EXTRUDED PVC BOTTOM RAIL #52-2905• PVC 7 EXTRUDED PVC STILE#52-2905• PVC 9 EXTRUDED PVC GLAZING BEAD (VERY. & HORT.) #52-1227• PVC 10 OPERABLE SASH LOCK#12-2241 PVC 11 SASH KEEPER #12-2240 STEEL 12 FIXED MEETING RAIL REINFORCEMENT #50-2608 (6105-T5) ALUM 14 LOCK RAIL REINFORCEMENT 95D-2609 (6105-75) ALUM 15 1 BOTTOM LIFT RAIL & SASH REINFORCEMENT #50-2967 (6063-T6) ALUM 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN.187x.270, LOCK RAIL& SASH(ULTRAFABJ 18 WEATHERSTRIP PILE W/FIN .187 x.230, FIXED MEETING RAIL (ULTRAFAB) 19 WEATHERSTRIP PILE W/FIN.187x.150, SILL(ULTRAFABJ - 20 WEATHERSTRIP VINYL BULB.T87"x.375'0(AMESBURY) 33 TILT LATCH #2818-00 STEEL 34 #8X 1"PPH SMS STEEL • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 3/4"OVERALL THK. GLASS 1/B'ANNEALED AIRSPACE ,�- 3/32ANNEALED 0.090'SAFLEXSPVBINTERLAYER �- 3/32'ANNEALED I/2" GLASS _I^� BITE INTERCEPT SPACER DOW 995 SEALANT as,,AulnD A 0 L 0.065' 7 T me i URMLIDED PVC BOTTOM RAIL r %,% • _� aS•aW J-d n of z z 4;:f�0` p o W i�i'•'. y C � v w Jr z em' IM u • z° ` BS sm 9Nc yN > xng ?,$ N,LL •\ 94a Daa" 0.78" 4!:—�pj o� T ING BEAD 9 GLILNG BEAD nledak 0879 0.335''-"'j F" o D.1PS r 0 I� 0.455' 14 [OC MEETING ILBOROMDFFRAILSSASN is RMnfor me ReR4arcemenf 1.16" I 0.067 Vh�lai r 0 0.91" 4 EXTRUDCO PVCMEEDNG RAIL EBTRUDED PVC TOP LIFT RAIL B �{ D.82'p MITT 1 12 Loci DF ReNforcemenf r— LLlllf"�r--0.065" 7 EX UDEDPVCSNUE a-14911.23 u z Silver Line r4l byAndersen WINDOWS • DOORS STRUCTURAL BEAM MULLION 2723, 2724 & 2728 "IMPACT' 0 U 02723 2724 2728 GENERALNOTES: 1. This product has been evaluated andis in compriance with the 5th Emotion (ZD14( Florida Building Code (FBC(shuctuml requiremenfs Including the "High Velocity Hurricane Zone". 2. When used in the "HVHZ", this product complies with Section 1609.1.2 of the F3C and does not require an Impact resistant covering. 3. When used in areas outside the"HVIIE'requiting Wind bame debris protection, this product complies With Section 16D9.1.2 of the FBC and does not require an impact resistant covering. This product meets nude level"D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.12.2. 4. Wood bucks by othem must be anchored property to transfer loads to the structure and be reviewed by the Building ONicial. S. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 6. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 7. Anchoring of each gloving product to the mullion shall be as shown in each Individual glazing product approval. B. Any conditions not covered in this evaluation are subject to separate Engineering evaluation. 9. Mullion design pressure rating, sea appropriate load rating table sheets as listed in fable of contents. 10. The design pressure rating of the assembly shall be the lesser of the load capacity of the mulrion as determined using this approval or the design pressure rating of the individual glazing products used. 11. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12. Aluminum components, Including fasteners, shall meet the requirements of FBC Section 2DD3. j-- MULLION SPAN MAX. = 74' �- GLAZING $ PRODUCT Z z O O 0 GLAZING GLAZING U I PRODUCT PRODUCT HORIZONTAL MULLION CONFIGURATION MULLION SPAN MAX. =74"-1 GLAZING w � 3 PRODUCT _� 00 r Ua I a GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX. COMBINED DIMENSION IS 104" W2 GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT TABIEOFCONTENTS SHEET# DESCRIPTION SHE DESCRIPITON I Typical elevation & general notes 6 2724 mullon load table far mod screw anchors 2 2723 mullion load table for concrete screw anchors 7 2724 mullon anchor details &section detals 3 2723 mullion load table for mod screw anchors 8 2728 muNon load table for concrete screw anchors 4 2723 mullon anchor de falls &section details 9 2728 mullion load table for mod screw anchors 5 2724 mullion load table for concrete screw anchors 10 2728 mullion anchor details & section details MAX.COMBINED DIMENSION IS 104° Wi W2 Fil GLAZING GLAZING & PRODUCT PRODUCT z 3 f L VERTICAL MULLION CONFIGURATION VERTICAL MULLION CONFIGURATION TYPICAL MULLION CONFIGURATIONS FL-6067.9 7 1 w 10 MULLION SPAN MAX. = 74^ 3 PRODUCT TJ GLAZING GLAZING PRODUCT PRODUCT 3 �[ I- WI -I[- W2 -1 GLAZING GLAZING N PRODUCT PRODUCT zn oX L rMULLION SPAN MAX. 74" - GLAZING PRODUCT 1- GLAZING 3 PRODUCT L SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 14" 2B" 30• 32" 34" 36" 3B" 40•1.44" 46• 1.1.or 88.8 82.8 77.7 73.1 69.0 65.4 62.1 59.2 66.5 54.0 61.8 49.7 47.8 7T' 93.8 87.5 a2.0 77.2 72.9 69.1 65.8 62.5 59.7 57.1 54.7 52.5 50.6 TV 99.2 92.8 88.6 81.7 77A 73.1 69.4 66.1 63.1 60.4 57.B 55.5 53.4 68" 100.0 99.1 92.0 8666 81.8 ".a 73.0 70.1 66.9 64.0 61.3 58.9 56.6 or 100.0 100.0 97.6 91.9 as's 82.2 78.1 74.4 71.0 67.9 66.1 62.5 60.1 86" 100.0 100.0 100.0 97.7 92.3 87A 63.1 79.1 75.5 72.2 0.2 66.4 63.9 62" 100.0 100.0 100.0 I00.o 98.4 93.2 88.5 84.3 ' 80.5 77.0 73.8 70.8 68.1 60' 100.0 100.0 100.0 100.0 10so 99S 84.5 90.0 saws 82.2 M08 75.6 72.7 58" 100.0 t00.0 100.0 100.0 100.0 100.0 100.0 96.3 9ZO saws &.3 80.9 77.8 58' 100.0 100.0 Iwo 100.0 100.0 100.0 100.0 100.0 98.6 NA 90.4 saws Bs5 5d• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I 100.0 100.0 100.0 97.2 93A 99.8 4 or 100.0 100.0 100.0 100.0 100.0 100.0 Issas 100.0 100.0 Io0.0 100.0 100.0 98.8 n 2 50• 100.0 100.0 10D.D 100.0 Issas 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 � 48^ Issas Issas 100.0 Issas Issas 10O.0 100.o 100.0 Issas 100.0 0O.0 103.0 10O.0 46• 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 to0.0 100.0 100.0 100.0 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42" 100.0 100.0 100.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3B" 100.0 =0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 tDO.o 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 I00.0 100.0 100.0 100.0 I00.0 Issas 100.0 100.0 34^ 100.0 100.0 100.0 I= 1- 0 100.0 100.0 100.0 I00.0 100.0 100.0 100.0 100.0 3z^ 100.0 100.0 10D.0 IDD.O I= wa low 100.0 100.0 100.0 100.0 IDo.0 100.0 30" 100.0 IW.0 Issas 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28• Issas 100.0 Issas Issas 100.0 1oD.0 100.0 t0o.0 1..0 100.0 100.0 100.0 100.0 Z6' I Issas I Issas 700.0 Issas Issas Issas Issas Issas Issas Iwo 100.0 100.0 100.0 24• 100.0 1W.0- 100.0 100.0 100.0 100.0 100.0 100.0 Issas I00.0 100.0 100.0 Iwo TRIBUTARY WIDTH = WI + W2 2 I WI I W2 7 GLAZING GLAZING PRODUCT PRODUCT ti GLAZING 211 PRODUCT S 1 INSTRUCUONS FOR USE OF THE MULUON LOAD TABLE. I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSEC77ON OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSMUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15" O.C. MAX SPACING. W. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; o-- xo.: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS N07E: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING FL-6067.9 BY SILVERLINE CAN BE USED IN THIS FASHION. SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. (4)3/16. 0 CONCRETE ANCHORS (4) 311670 CONCRETE ANCHORS CONCRETE 10 B10 x MIT WOOD SCREWS 2XFRAWNG CONCRETE SEE ANCHOR SCHEDU ( I (SEE ANCHOR SCHEDULE) I LEI 4:'•• 6JAi n y �ppp@' RJ • � • 9 �V� O • •a 7N:7 z° 45 p� n u • n ////// I*I PEI L�NNx, 00 d m i ci I%BUCK cm h 8. VP 9P=a ii u• nw 42 u u W P m ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH IX BUCKgo § ' I 225225' 226' I �'�zzs2.257 zzs—� �o o� m W n ix o 0 0 0 ! z i�� to L� L� MUWON ANCHOR BRACKET 50-2722 1 MULLION ANCHOR BRACKETW-2722 w :n (6063T6 ALUM) I (6063-T6 ALUM) B o FOR WOOD SCREW OR MULUON TO MUWON ANCHORING FOR CONCRETE ANCHORING N HOF F U--1 r/RI20NTALMUWON Q 98X3/4• - - wU+wxixao�au�rumloeso9v - SaMRNTNGSNS - - EMemMllvt mGrourAxce K-F4afrm+ _ ® �xao_K - twlurt% tBMu M 3PmTTRG m S 9 FIOPMWGOGBCREW -� o ►� wooG ure r r ® fT 0.1• N II �L a1o165AFORFMG AW1aiV�IID _Z E0 (To)NIOX3/4° iHi I SxELTMAAISCREw sly T r r ® SELF-DRIWNG SMS �' 11 I� mesnsamua wre OT OJ 12 - u u 311CO M HOLLOW BLOC[ 1-I/P 141r T N.7.5. MLR MVO:LONM .. ft KV B R8X3/4" CONCRETE I-I/A' I-Tf? 2• cxx. LFS ; LSFJFLDRILUNG SMS u MULLION BRACKET ANCHORING WOODfRAMWGISG.x0.561 0w 0NP: N 2722 BRACKETSHOWN 2123 MULLION SMCONMIMINGMtt�A�STMA653, 16GA, O MW.IHICINM TFIIOT.OMPSE Fu= 4MnQ FT--6067.9 WOOD SCREW ANCHORINGSHOWN ANCHOR MULUONTO MULLION SHIETMETALSUMS 1^ GUM5MINJ: All KMKA mUOORONIE% ry ( I (6063-T6AWMI C0NCIMMK(ORM0iG10AOS01 I3.MMMIN.I0RH3LLOWBIDCKC0Nf RMINGTOA-- sx¢r 10 w 10 D MULLION SPAN MAX. = 74^ GLAZING 3 PRODUCT �- GLAZING GLAZING PRODUCT PRODUCT 3�n WI W2 GLAZING GLAZING h PRODUCT PRODUCT oll L SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSt7 - TRIBUTARY WIDTH • ' 28" 30" 32' U. 36" 38" 40" 42" 44" 48" 48• 60" 62" 7q" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 3 A 72" 69.4 64.7 60.7 57.1 53.9 51.1 48.5 16.2 44.1 42.2 40.4 38.8 37.3 70" 73.4 68.5 64.2 60.4 57.1 64.1 51.4 48.9 40.7 44.7 42.8 41A 39.5 88" 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.6 47.3 45.3 43.5 41.9 68" 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 W.2 45.1 46.2 44.4 64• 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.t 47.3 62" 93.6 87.3 slag 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6K77.8 50.4 600 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 53.8 68" 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 624 57.6 66• 10D.O 100.0 99.9 94.0 - 88.8 84.1 79.9 76.1 72.7 69.5 66.6 61.5 . = w 100.0 100.0 100.0 97.5 92.1 87.2 829 78.9 75.3 72.I 69.1 63.7 y62• 100.0 100.0 100.0 100.0 95.6 WA 86.1 82-0 78.2 74.8 71.7 66.2 = 60" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 68.8 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 71.7 `51 48^ 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 74.8 44" 100.0 100.0 100.0 100.0 100.0 100.0 I0o.0 96.9 92.5 88.5 84.8 76.2 42^100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 az.0 40" 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 700.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.2 94.2 90.6 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 34• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32^ Iwo Iwo 100.0 100.0 100.D 100.0 100.0 100.0 700.0 100.0 100.0 100.0 1ao.o 30^ 700.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28^ 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 160.5 700.0 700.0 26' 100.0 100.0 100.0 100.0 700.0 1 100.0 700.0 100.0 I00.0 1 700.0 I 100.0 100.0 100.0 24• 100.0 100.0 1 100.0 100.0 1 100.0 1 700.0 W0.0 1 100.0 700.0 I 700.0 I 700.0 100.0 700.0 MULLION SPAN INSTRUCTIONS FOR USE OF' THE MULLION LOAD TABLE' r MAX. - 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. N GLAZING 3 PRODUCT TRIBUTARY WIDTH = W7 + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE L 2 TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF AD THE ROW CONTAINING THE MULLION TH SPAN AND THE COLUMN CONTAINING E TRIBUTARY W107H, READ THE MULLION LOAD RATING GIVEN IN I � THE MULLION LOAD RATING MUST BE EQUAL 70 OR GREATER THAN THE DESIGN LOAD REQUIREMENT � I REQUIREMENT DETERMINED IN STEP 1 ABOVE. GLAZING PRODUCT F- W7 ­1 W2 GLAZING GLAZING =. PRODUCT PRODUCT g GLAZING 2: I PRODUCT Ja �3 1 �tr7llalGCirlSPl�4i � r y aM� FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4^-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN -THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-78 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, N07E, A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. $g of J:d om h I1�111\� onm un-- 4445551 Em, � xi � m° m 4 FL-6067.9 MULLION SPAN * MAX. = 74" `J``171 �• ;....... •� m 3 It 0 N•' iGLAZING PRODUCT i7 z° O� o m �••'•y.•...••.• '���iIT J -w j[ P i o m d GLAZING GLAZING T4111 1I17 111` a, $ N .; PRODUCT PRODUCT D 9oia N �a h 7 mangy L] e 4 f`fo 6 2 W1 W2 J .w_,K �U I o GLAZING GLAZING m m. ay PRODUCT PRODUCT jh II ?dy s3 a o F ZI r. j m p N m t HO i a 6 INSTRUCTIONSUSE 0 MULLION 3 MULLION SPAN 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. MAX. = 74" 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE T THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. = N GLAZING TRIBUTARY WIDTH Wi + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE 3 PRODUCT 2 TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE m w o I MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD N RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. Q rc GLAZING PRODUCT e oe FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR a E 1- p1111 SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE @ m FOLLOWING: F $ W7 W2 �� ma i. SUBSTITUTE (1 FOR 7) I/4'-14 SELF -DRILLING SCREWS FOR m 8 ❑� ❑�0 THE FASTENERS SHOWN IN THE INDIVIDUAL APPROVAL - GLAZING PRODUCT n : w1e 01103112 s GLAZING GLAZING �a 2. SUBSTITUTE #8-18 PANHEAD SELF-RILUNG SCREWS SHOWN PRODUCT PRODUCT y o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM 6 s'•"' N.T.S. i GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT °WE' KV PRODUCT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. cm W. LFS ; t THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOM- A MINIMUM OF 3 THREADS OF THE SELF -DRILLING oalw>wa rro.: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. 1° FL-6067.9 u BY SILVERLINE CAN BE USED IN THIS FASHION. n s¢n 3 or 10 O 0 d` SILVERL/NE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSFJTRIBUTARYWIDTH 30" 32" 34" 36"38" 40' 42" 44" 4fi" 4B" 60" 62"80.4 56.8 53.3 50.347.745.3 43.1 41.739437.7 36.2 34.8�64.7 60.7 57.7 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 68.5 fi4.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8411395 72.fi 68.0 64.0 fi0.5 57.3 54.4 57.849.5 47.3 77.1 72.2 68.0 fi4.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 87.9 76.8 72.3 68.3 84.7 81.4 58.5 55.9 53.4 51.2 49.1 47.3 6x" 93.6 87.3 81.9 77.0 72.8 fie.9 65.5 62.4 59.5 58.9 54.6 52.4 50.4 60" 99.9 93.2 87.4 823 77.7 73.fi 69.9 66.6 fi3.fi 60.8 58.3 55.9 53.8 fib" 100.0 99.8 93.6 66.0 83.2 78.8 74.8 71.3 68.0 65.1 624 59.9 57.6 66' 700.0 100.0 700.0 94.4 89.2 84.5 80.3 76.4 73.0 fi9.B 66.9 64.2 fit.7 64" 700.0 100.0 700.0 100.0 95.9 90.9 86.3 82.2 78.5 75.1 71.9 69.1 68.4 4 62' 700.0 700.0 100.0 700.0 700.0 98.0 93.1 88.7 84.6 81.0 77.8 74.5 71.6 Z 60" 100.0 700.0 100.0 f00.0 100.0 100,0 100.0 95.9 91.5 87.6 03.9 80.6 77.5 � /B' 100.0 700.0 100.0 100.0 100,0 100.0 100.0 100.0 99.3 95.0 97.7 87.4 04.7 Ofi" 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 97.0 93.1 89.5 f 44" 100.0 700.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 700.0 87.3 93.8 42" 100.0 700.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 700.0 700.0 98.7 40" 700.0 100.0 700.0 700.0 100.0 100.0 100.0 700.0 100.0 100.0 700.0 700.0 10D.0 78" 100.0 100.0 100.0 100.0 700.0 100.0 100.0 700.0 100.0 100.0 100.0 100.0 100.0 36" 700.0 100.0 100.0 700.0 700.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 W. too.0 7oo.a 1oD.D 1ao.o 7ao.o 7Do.o 1oo.a 700.o toa.a too.o 700.0 100.0 100.0 3x^ 1oo.a 1oo.D toD.o 100.0 700.0 1oD.o 700.o too.o too.o too.o too.o 100.0 1Do.o 70" 700.0 700.0 100.0 100.0 100.0 700.0 100.0 700.0 100.0 700.0 100.0 700.0 100.0 2B•• 1oD.o 7ao.o 100.0 100.o tao.o 1ao.a tao.o mo.D mD.o 100.o too.o 100.0 1oD.o 2s^ 100.o tao.o 1oo.a 100.o too.o 1oo.a taa.o too.o 1ao.o 100.o taD.o 7oo.D 1oD.o xa- 700.0 700.0 100.0 1ao.o 100.o too.0 700.0 100.0 100.0 1Do.o too.o too.o 1DD.o (8)#10R1-1/7 WOOD SCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK ss Llf 0375" O n -J (413116- O CONCRETE ANCHORS (4)3/16° O CONCRETE ANCHORS CONCRETE ``�JSS iR ' ' CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) a .(:. Q: ..Q W o � •2� � ��o��ao m I%BUCK 3 W P I Em i m u u \w u W J m1 ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1X BUCK MUWON A14CHOR BRACKET2722 (616 MALUM) FOR WOOD SCREW OR MULUON TO MU WON ANCHORING Ln N 0 1� 2723 MULLION (60aT6 ALUM) % d6' 2.2S" 2.25't 2.25'---1 T- 0 N �^y Jam_ N� N � L MULLION ANCHOR BRACKETS = (6063-T6 ALUM) FOR CONCRETE ANCHORING X3/4' IFDRILUNGSMS MULLION BRACKET ANCHORING 2722 BRACKET SHOWN (WOOD SCREW ANCHORING SHOWN) (6)#IOX3/4'- H SEIFDRILUNGSMS AH i l 11 II #6X3/4• u u SflFDRIWNG SMS VERTICAL MULLION ANCHOR MULLION TO MULLION - :,: _<MuwoxAxolotuAcmµrnoetamme. :. ..-ANCd16! SBKfrtAiF ENIFDPKl1l7' WGBpBIW(l ¢(IGR-t6�nFf `0HIMIND013sa W f� WIT 1• 14m OI(),Ids IHUNG AIKKa30 6XFEI Ak'GlS�DV SIEB cvu�a� 1' 1-I/P �� � railmsVmuR JN6'O HOLLOW BIOCK I-1/f I -I? 2' HIL➢KW1K{ONOt CONCRETE 1.1/P 1-I!I S WOODFRANJNG IS.G.m0.6J1 Puma NO.: STEIl CON(ORNJNGro ASIM A653. 16 GA,B.REO'MW.IHILKNER RY=]JAW P64W=45AWfml FL-6067.9 CONa MCONMRWNGTR IM]911J:WLRMJORHORCOMMK CONCRETFCONH)RA4NG10 ACI WIIJAW f9 HRlJ OR HOLLOW BLOCKCONTORNMGIO A5IM CIO y�T 4 a-L MULLION SPAN MAX. = 74" 3 GLAZING PRODUCT J_ GLAZING GLAZING PRODUCT PRODUCT L L] WI W2 CL4ZINC GLAZING �a PRODUCT PRODUCT i� MULLION SPAN MAX. = 74" GLAZING J- PRODUCT =LAZUNC;r L W1 W2 - I GLAZING PRODUCT GLAZING PRODUCT SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH • " 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 1 50^ 52" 74•• 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 72" 67.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 70" 62.4 68.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 35.4 34.9 33.6 68" 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40A 39.1 37.5 36A 66•' 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 64" 75.7 70.6 65.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 62" 80.6 76.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 - 47.0 45.1 43.4 so.. 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48,2 46.3 58" 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 66". 98.8 92.2 86.5 81.4 76.9 72.8 09.2 65.9 62.9 60.1 57.6 55.3 53.2 64" 100.0 99.2 93.0 87.s 82.7 78.3 74f 4 .62" 100.0 100.0 100.0 94.4 89.1 84.2 76.4 72.9 69.8 B6,B 64.2 61.7 50" 100.0 700.0 100.0 100.0 96.4 91.38 82.6 78.9 75.5 72.3 fi9.4 88.7 48" 100.0 100.0 100.0 100.0 100.0 9B.23 88.8 84.8 81.1 77.7 74.6 71.7 46" 100.0 100.0 100.0 100.0 100.0 100. 92.7 88.5 84.6 81.1 77.8 74.8 44"100.0 100.0 100.0 100.0 100.0 100..0 96.9 92.5 88.5 84.8 81.4 78.2 42"100.0 100.0 100.0 100.0 100.0' 100..0 100.0 96.9 92.7 88.8 85.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100..0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100..0 100.0 10o.0 100.0 98.2 94.2 90.6 W.100.0 100,0 100.0 100.0 100.0 100.0 1GO.o 100.0 100.0 100.0 99.s 95.e34•• 100.0 1o0.0 100.0 100.0 100.0 10o.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 1000 mo.o W00 100.0 1oo.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 iw.0 100.0 1 100.0 1 100.0 1100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 I 100.0 I 100.0 I I00.0 100.0 100.0 100.0 1 100.0 100.0 100.0 24" 100.0 100.0 1W.0 100.0 1 100.0 1 100.0 I 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 d INSTRUCTIONS USE OF THE MULLION 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. TRIBUTARY WIDTH = W7 + W2 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE 2 THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. J. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, RE40 THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. _= FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR 0 THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT GLAZING Z. L APPROVAL. PRODUCT V n _� �e 2. SUBSTITUTE 18-18 PANHEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM o II FASTENER SPACING ALLOWED IS 6^ FROM EACH END AT SECTION THE M ION AND FRAM 15" O.C. MAX SPACING. f THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOTE. A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. 1 BY SILVERLINE CAN BE USED IN THIS FASHION. tom w.. KV I FL-6067.9 a 5 w M MULLION SPAN MAX. = 74" 3 F 3 L GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT W1 -I^ W2 TIZING rMULLION SPAN MAX. = 74• GLAZING 3 PRODUCT IT� GAZING 3 L PRODUCT SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARYMDTH 0" 32" 34" 36" 38" 40" 42" 44" 46'F44 50" 62- .3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 29.6 28.4 775.7 j .5 50.2 47.2 44.6 42.3 40.1 38.2 38.5 34.9 32.1 30.9 .3 54.6 51.4 48.5 46.0 q3.7 41.8 39.7 38.0 34.9 33.6 .5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 37.5 36.1 .4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 39.8 38.3 .6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 42.3 4D.7 ..2 7OS 66.4 62.7 59.4 56.4 53.7 51.3 49.1 45.1 43.4 60" 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 48.2 46.3 68'92.1 86.0 80.8 75.9 71.6 67.9 64.5 61.4 58.6 56.1 51.6 49.8 56" 98.8 92.2 86.5 .81.4 76.9 72.8 69.2 65.9 629 60.1 55.3 .53.2 54" 100.0 99.2 93.0 87.5 B27 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 y 52" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 729 69.8 66.8 64.2 61.7 = W. 100.0 100.0 1000 100.0 96.4 91.3 86.8 826 78.9 75.5 723 69.4 66.7 48' 100.0 100.0 100.0 100.0 100.0 99.1 94.2 89.7 85.6 81.9 78.5 75.3 72.4 3 a. 1DO.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 93.2 69.2 85.4 82.0 78.9 E 44" 100.0 100D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 89.6 86.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 94.6 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 U. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36' 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 IOOD 100.0 10D.0 1DO.0 100.0 34" 100.0 100.0 100.0 100.0 100.0 1a0.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ICOO 100.0 30" 100.0 700.0 1a0.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28' 100.0 100.0 100.0 1M.0 100.0 100.0 100.0 100.0 IWO 100.0 100.0 100.0 100.0 26' 70o.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 7A' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 WO.D N ,211 �• J�u n o; x- P Aom II*1�1\ ucm 9 U %2 za 9�t n; ♦ maa A ILL E i`o # Sul: INSTRUG71ONS FOR USE 0 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE TRIBUTARY WIDTH = W1 + W2 MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. W7 -ii- W2 II GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT �j E i mwo-SIZE FOR ANCHORING GLAZING PRODUCTS TO THE MULLION. ANCHOR AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF-DRILUNC SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE SCREWS SHOWN SELECT LA ZING INDIVIDUAL APPROVAL IN THE INDMDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE; A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION BY SILVERLINE CAN BE USED IN THIS FASHION. FL-6067.9 IBI k10x Id/T WOOD SCREWS 2%FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK �SS� 4" oa7s� m MULUON ANCHOR BRACKET 2722 (6063-76 ALUM) FOR WOOD SCREW OR MULLION TO MU WON ANCHORING 2724 MULLION 16063-T6 ALUM) 14) 3/1670 CONCRETEANCHORS ANCHOR TO MASONRY 7 68 r--22S'--�'� 2.25----t-2.25"T1 —� q� NI IN 1 p N MULLION ANCHOR BRACKET50.2722 (6063.76 ALUM) FOR CONCRETE ANCHORING (413/16" 0 CONCRETE ANCHI (SEE ANCHOR SCHEDULE) a i CONCRETE ANCHOR TO MASONRY THROUGH 1 X BUCK SMS 2_ �O . w �W I ANCHOR MULLION TO MULLION 1A NANOHOltucw CHOR6CRDNd'-' .. AIKHOR. �, ' � . EMBE FDGBdSIANL!' CBIIERR-10{PNIFR . ,11IlSIILIR.. YIDPMWOODSCREW H�� WOOD 1dw 1' 1-1/B- R*163EO�NWNG AM M3D°FADs 3XFfiMDAl3CREW 51Bfi °ULL. I' I-I/6 o� � Cp4PIE19i1WWW1 rasrmmanure 3/I6-GPM HOUOWBLOCK H/4' I-I/T S HUIKWIKLONO. CONCRETE I-1/P 1-I/T T 0-® WOOD fAAMING I$.G, a+DSS) SIfBCONFORMING70ASiM IdU, 16GA,OD60'MM.iHILKN65 (%=DAIOPSL W =IS.000 P511 SHEETWALSCREWS(SAEGWE5MIN.I: MLII KWIKitIXm FICODDWiIX CONCRMWNMMNG70A MI(3ABOPSIMIN.IORHOILOWBLOCKCONMWINGTOASIMCA7 M. BN KV I- LFS B Dw m NO.: ° FL-6067.9 K .m -L d 10 a MULLION SPAN MAX. = PA �- PRODUCT �F- GLAZING GIAZi PRODUCT PRODi 3 �WiW2� GLAZING GLAZING T PRODUCT PRODUCT MULLION SPAN MAX. = 74" FF 3 LAZING PGRODUCT GLAZING PRODUCT WI I W2 GLAZING PRODUCT GLAZING PRODUCT SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) " TRIBUTARYWIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" a. 60" 52" 74" 86.4 80.6 75.6 71.1 67.2 63.7 60.5 57.8 55.0 52.6 50.4 48.4 46.5 72" 88.8 82.9 77.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7 47.8 70" 91.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 68" 94.0 87.8 823 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.6 68" 90.9 90.4 84.8 79.8 75.3 71.4 67.8 64.8 61.6 59.0 56.5 54.2 52.1 fib" 99.9 93.3 87.4 82.3 77.7 73.8 89.9 68.8 83,8 60.8 58.3 55.9 53.8 W. 100.0 96.3 90.2 84.9 80.2 76.0 72.2 08.7 65.6 62.8 60.1 57.7 55.5 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.8 64.9 62.2 59.7 57.4 68" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 66" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 64" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 H 52" 100.0 100.0 100.0 100.0 95.6 90.8 86.1 82.0 78.2 74.8 71.7 68.8 66.2 Z 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 08.6 84.8 81.1 77.7, 74.8 71.7 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 61.1 77.8 74.8 F 44" t00.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 96.9 92.7 88.8 85.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 98.2 94.2 90.6 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0399.1595.6W.100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .032" 100.0 1oD.o 00.0 1oD.o 1ao.o 100.0 100.0 100.o ao.o 1ao.o Do.o.Da^1oD.o 1D0.0 100.0 10a.D 100.o taD.o 1ao.o oo.o Do.o oo.D o28" 100.0 1W.0 100.0 1W.0 100.D 100.0 100.0 100.0 100.0 100.0 100.0 .026" 100.0 1W.0 100.0 100.0 100.0 100.0 100.0 100.0 1G0.0 100.0 100.0 .024" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1W.0 100.0 100.0 100.0 .0 TRIBUTARY WIDTH = WI + W2 GLAZING �. PRODUCT vai OII N $ z 71111111// Y maa {Ai V s 4 t6f 3a V\ INSTRUCTIONS 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE ^«'^"' '^A^ -"' ""NT DETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (i FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; m O xa: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILUNG BY SILVERLINE CAN BE USED IN THIS FASHION. SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 -.W;Pz1 SCANNED N RECEI%'7 .0 APR 2 6 7.016 FIRST FLOOR BY Breakroorn Employee Restroorn 24 x 24 24 x 24 1771 Ladies Restroorn Mans Restroom -Pu 110 dm 81 cfm 1 24 x24 24 x 24 190 dm Supply Clst 6 n" 251 dm �-T x 12 x 12 all 2 0 x 12 1AW, CcO2"uter fl 4 ' x 12x12 12 24x24 /283 cm 24 x 24 40 cfm 10.1 I >- Entry 11 \16 x 12 - 24 x 24 24 x 24 16-- Office 3 114 cfm 283cfm nL21 x 12 7 6" Fir 25 x 12 24 x 24 158 dm 24 4 x 2, 24X206" 99 cfm 107 cfM Conference Room Office 2 Office I Job M 2900 Industrial 33rd Street Performed by Craig C Brooks for: Treasure Coast Wholesale Auction, LLC 2900 Industrial 33rd Street Fort Pierce, FL WebReps LLC. 1892 Commerce Avenue Vero Beach, FL 32960 Phone: 800-8103280 man ualj@mbmpshvac.com M2Vht-SMTeG Uniwmal 2017 17.0.03 RSU16998 2016-Apr-21 12.04A0 ._dal 33 rd Ste tf`ort Pierce.rup