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Home My WebLink AboutCroteau, PA 212/1112020 Florida Building Code Online Professional t rim BM Home Log In I User Registration ''�, Hot Topics Submit Surcharge Stats a Facts 'i, Publications Contact Us 8C1S Site Map Links searchi ; dbI:il uroaduct Approval �� 77V^" n user Pr3o �Rnaal Menu > Proouc[ wgtlicahun <,_a > Application List Search Criteria Refine Search Code Version 2017 FL# 161.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - ADulications Manufacturer ValidaMd eX Status 1-R Revision Custom Window Systems Inc. Steven M. Unch, PE Approved FL*: FL161.1 (717)317-6454 Model: Guardian Hinged Door Description: Guardian Hinged Door w/Glazed Insert. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by DBPR. Approvals by DBPR shall be avlewed and abhed by the pC)C and/or the Commission If necessary. Contact Us :: 1601 Blair Stone Road Tallahassee FL 32]99 Phone: 850 Y87 1fi2Y The Stale of Florida is an M/EC-O employer. Gevri9h[ 2007-2013 State of Flodtla.:: Vnva[v cement ;; Azslo IM Statement :: RqNnA_St Under norlda law, email addresses are public records. If you do not want your a -mall address released In response to a public-mco d'request, do not send electronic mall to Nis entity. Instead, contact the office by phone or by tadaional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective OQober 1, 2012, licensees licensed under Chapter 455, F.S. must pmvide the Deparbnent with an email address if they have one. The email, provided may be used for efpdal 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 dick hog. Product Approval Accepts: ® ® ®gig Credit Card Safe https://www.floridabuilding.org/pripr_app_Ist.aspx 1/1 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE & NOTES.............5 INSTALLATION DETAILS ........................6 PRIME DOOR - NON -IMPACT (SHOWN WALUM. SINGLE HUNG) 37 1 /4" OVERALL WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED, owgbyz.( f/J WINDOW SYSTEMS�(�J(��- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 000 ALUM. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-1300-04e01/09. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Q Z �: Q Z ASTM E-1300-04e01109. 5. ANCHORAGE: THE 33 1l3% STRESS INCREASE HAS NOT BEEN USED ~ Z 0 O u! O Q Uj 0 LU w 0 IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR w ZOz <_ZF 0 � DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 9 7C w � Z x ANCHOR CALCULATIONS. ZO ZO F O a Q W 0 O B. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE O Z O w u- Z LL ~ U)a Z 5 U - 0 O jTYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. V uj 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT �?LLZO -z < 4 O H F H Z - USED AT ALL FRAME JOINTS. � > j 3: O w zWLU 0JInH a it (TYP.) oc (n0wo a wa MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x 81" +/- 40 PSF NONE Lucas Turner 2017-09-15 15:13+20:00 z� 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 09/08/08 CWS-176 F :ALE: SHEET 1:15 1 OF 6 2( GI DI 57" MAX UNIT HEGHT 22" GLASS DLO SH-3500 (SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a z 3 ¢z3: OozOzF U UVIF'Ow0 woo �m�cn> � a w�z~3g_ co z z=m¢wpO O OHOz¢_I_x co a. zp-- �7U- ¢ zUozOw0wO¢ O:: W ,OKNOWcnw LLcnwa O_jcoH a. w _~w w�wcn a a Ir a z :7- 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DOOR CONFIGURATIONS ADE 1 09/08/08 CWS-176 F :ALE: SHEET 1:10 2 OF 6 15 C a=t7f 1141- INTERIOR 16 i6 (1193) J THRESHOLD (1186) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 ALT. THRESHOLD (1126) INTERIOR V SECTION VIEW B-B THRESHOLD DESCRIPTION MAX. POS. DP BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD +40 SADDLE THRESHOLD NONE ar�fflg.ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a z 3 aZ� z COwQHozw zOz 0 OrOX3:m u- H-w ZH 21 Z zz:2< W00 0 0 0(n�-Za Pcna Z O lo—z�U- a ZOwZ0 0 y Wwizm w woxuio3:92 a O�cnH _~w W�w� a m a a 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 grga sIMIATA-11 AIDE SADDLE CW S-176 NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 09/08/08 J.: F SHEET 30F6 PARTS LIST DESCRIPTION I VENDOR I MATERIAL 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 1 H-1001 1 DOOR CORE I KEYMARK ALUM 13 P-3280 LOCKSET - 3127-A-Q DELANEY SS 14 P-3302 WSTP, .330 x .187 FIN, BLACK SOFT TOUCH ULTRAFAB 15 P-3310 WSTP, .350 x .187 BULB VINYL ULTRAFAB 16 P3224 WSTP., THRESHOLD VINYL TEAM PLASTICS 17 P-3087 GASKET. DOOR KNOB PRATT IND. FOAM 25 1 P-3329 IFOAM BLOCK, DOOR KNOB IMPERIAL FOAM 26 P-3350 FOAM BLOCK, FILLER METALS USA 28 P-3369 ICYLINDER, DOOR PLUNGER YALE SS 29 P3370 ICYLINDER, DEAD BOLT YALE SS 31 P-3531 18 x 3/8 PHIL FLAT SMS I FASTEC SS 35 1 P-3368 IDEADBOLTSTRIKE YALE 36 1 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC 37 1 P3776 IBACKER PLATE I ALCOA LINE ITEMS NOT USED: 2, 4, 20-22, 27, 30 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 6' CORNER KEY - S-1002 ALUM 2 3/8" SS SS STEEL 113/16" ALUM 1 \ OUTSWING HEAD S-1377 2 15/16" 1 1/2" 1/16" STANDARD THRESHOLD S-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 1 /16" DOOR CORE - H-1001 2 3/8" 3/4" �.� 1/16„ 1 11/16" �OUTSW ING JAMB S-1374 \ 1, 3 3/8" 7/8" 7 f_ 1116" BUMPER THRESHOLD S-1126 36 �!(5llts�JlL®�•�L WINDOW SYSTEMS J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 1000 ALUM. OUTER FRAME ASSEMBLY GUARDIAN DOOR NON IMPACT 11 LPANEL FRAME ASSEMBLY 2 5l8" - 1116" 1 3116" (3l ADJUSTABLE SWEEP S-1300 3 7/16" 13/16" 6 SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX. POS. DP 1 6 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD + 40 SADDLE THRESHOLD NONE a Z � aZ� O aFOw Z wJ❑ W ZOZ �tZH o Pw§Z��mx 0 O�oaQwOo U UUn�ZaHcoa Z p ,—?�� Z U � Z <�ow_mo_ w O to w co O J fn F- a ?=M �O—w x _~� w3w� M o o _IA0�PNOREW z--2-' 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS AIDE DW ##: CWS-176 NOTE: INSTALLATION w/l 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 09/08/08 v.: F SHEET 40F6 12 3/4" MAk 6" MAX. (TY 6" MAX. (TY 17" MAX. O.C. (TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP. ANCHOR LAYOUT DOTE 2 VSTALLATION ANCHOR (TYP.) INSTALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS ILI��✓/J/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a z az0 F Dw0 ¢woo z w J ❑ 0 z00�Z}0 ��07 LL �wzF3:gx O OFO6¢wOO L) Ov�F-ZaF(~nd 0 z-U)-ZHZ)U) Q O Z o w z 0 0 U F--'20 LLZ w 0 Q�U))ow Ow w zrna OJU)H _~� w w�� a `,��O�PNpRF tN �Ji�� J' No 582D1 .i+ 90;. STATE OFo F40A1CPGN%% z�z 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 09/08/08 !G#: REV.: CWS-176 F ALE: SHEET 1:20 5 OF 6 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHEI SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSTALLATION ANCHC SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLEI INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER a SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 4" MAX. SHIM INTERIOR SEAL OR SET IN CONCRETE OR MASONRY T o MIN. EMBEDMENT SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 1/2" ALUM. (6063-T5 MIN.) OR 0.045" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING 1 DRILLING SCREW FULL THREAD THRU 0.045" 1/2" HINGE AND STRIKE PLATE ANCHORS 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-3/8" 7/8" MIN. EDGE DIST. SEE TABLE 1 INTERIOR 1/4" MAX. SHIM- HINGE/STRIKEPLATE MIN. EMBEDMENT SEE TABLE 1 r HINGE/STRIKE PLATE SCREW SEE TABLE 1 HINGE/STRIKEPLATE MIN. EDGE DISTANCE SEE TABLE 1 MIN. EMBEDI SEE TABLE 1 INSTALLATION ANCHOR III -SUBSTRATE BY OTHERS SEE TABLE I SEE TABLE 1 SEALANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLER-- BY INSTALLER CK_B)HORIZONTAL SECTION TYPICALJAMBANCHORAG NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. o=sm. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a z az0 z w J❑ Q I-Z w LL Pw�z�-3mx z zxmaa�w00 O OI-O Q2Fw 0 U(n zCLPrALL Z O '-Z�UN vi a ZO zOLLO > �Ow0�0z FF z ui W 0 cna Wu)w LLu)ww 0_j(1)r F-=0 w0 LLw>_D(L ra Q EL ;4z 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I AIDE 1 09/08/08 CWS-176 F .ALE: SHEET 1:2 60F6