Loading...
HomeMy WebLinkAboutPRODUCT EVALUATION REPORTIkBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of JELD-WEN, inc. 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Premium Atlantic Vinyl Non -Impact Horizontal Slider Window T&&t"' <t'-0­ 48C9 for �O Florida Product Approval Report No. 3105 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWEQ �Y DATE `7 . r PLANS AND PERMIT MUST BE KE OPT B SITE OR NO INSPECTION(S) WILL BE MADE Current Florida Building Code Method: 1— A (Certification) Category: Windows Sub — Category: Horizontal Slider Product: Premium Atlantic Vinyl Non Impact Horizontal Slider Material: PVC Product Dimensions: 74"X 62" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECTTO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0EsI11 FI r0'rr��i 7 Digitally signed by Hermes F. Norero, P.E'�s`StDNA%-E�Gv�`` Reason: I am approving this document "rrrl111110,, Date:2014.09.22 15:34:58-04'00' Hermes F. Norero, P.E. Florida No.73778 CCNCEPMO FASTENERS ATTACHMENTS ARSPBILIYOFTHE COWRAMOR OR REOR-FILE COPY Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer 4 73778 Date: 08/12/2014 Contents: Evaluation Report Pages 1 —4 BUILDING DROPS • A Perfect Solution in Every Drop Date: 08/12/2014 Certificate of Authorization: 29578 Report No: 3105 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Horizontal Slider Compliance Method: State Product Approval Method (1)(a) Product Name: Premium Atlantic Vinyl Non -Impact Horizontal Slider 74" X 62" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions NCTL 210-3898-lA-FBC, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing NCTL 210-3898-1A-FBC require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions NCTL 210-3898-1A-FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 r BUILDING DROPS • A Perfect Solution in Every Drop Date: 08/12/2014 Certificate of Authorization:29578 Report No: 3105 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #CER1773). Performance Standards: The product described herein has been tested per: • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report #: NCTL-210-3898-01, Report Date: 07/11/2013 2. Certification Agency National Accreditation & Management Institute (FBC Organization #: CER3773) 3. Material Certification Miami Dade RER — Product Control Section NOA Quanex Building Products: PVC Extrusions Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 1(BUILDING DROPS k A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: Date: 08/12/2014 Report No: 3105 A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #10 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Refer to Installation Instructions (NCrL 210-3898-1A-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 55 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 398 East Dania Beach BUILDING DROPS Sul e3 8 k Dania Beach, FL33004 A Perfect Solution in Every Drop 954.399.8478 PH 1(Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) for Florida: Product Approval Report No. 2743 Current Florida Building Code Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro /Smooth Pro Fu[f Lite Non. -Impact For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Prepared For: �ctrt JELD-WEN, inc. `p��0 F. 0 37.37 Lakeport Blvd. Klamath Falls, OR. 97601 _ 7 ; Prepared by: Hermes F. Norero P.E. = T T f o; ' :�o '••. l OP �u�: Florida Professional Engineer# 73778 .T ,aleCo 11/2014 'i��SS,/....... . FILECOPY Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2014.09.2615:18:14=04'00' 1(BUILDING DROPS k A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors .Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro / Smooth Pro full Lite Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X8'-0" (Nominal) Date: 09/22/2014 Report No: 2743 Scope: This is Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method la of the Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This: product has been evaluated foruse:in locations adhering to the current. International Building, Code, International Residential Code, and Florida Building Code. See Installation Instructions A010832A, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current International Building Code (18C), International Residential Code (IRC)', and Florida Building Code (FBC), excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall.be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current:Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010832A require further engineering analysis by a licensed engineer or registered architect.. 5. See Installation Instructions A010832A for size and design pressure limitations. Hermes F. Norero, P.E. Florida .No. 73778 Page 2 of 4 BUILDING DROPS ® A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization: 29578 Report No: 2743 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management institute (FBC Organization # QUA1789). PerformanceStandards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified,Testing Laboratories (FBC Organization # TST1589) Reportft Report Date: NCTL-210-3918-01 10/4/13 SJW2013-231 12/3/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJ W 2018-253 12/23/13 NCiL-210-3925-03 02/07/14 SJW2014-032 04/22/14 NCfL-210-3930-01 02/24/14 NCLL-210-3930-02 03/10/14 SJ W 2014-068 07/07/14 SJW2014-071 07/07/14 SJW2014-069 07/07/14 SJW2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report # Report Date: SJW2010-003 01/11/10 3. Quality Assurance Entity National Accreditation &'Management Institute (FBC Organization # QUA1789)' Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 1(BUILDING DROPS k A Perfect Solution in Every -Drop Date: 09/22/2014 Certificate of Authorization: 29578 Report No: 2743 Installation: 1. Approved anchor types and substrates areas follows: Through FrameInstallation: A. For two by (2X) wood buck substrate ('Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B.. For concrete (Min. fc = 3000 psi), or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16"diameter ITW Tapcon or''/." Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is,NOT employed, use 3/16"'diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1:25" Into concrete or masonry. Refer to Installation Instructions (A010832A) for anchor spacing and more details of the installation requirements. Design Pressure: CONFIGURATION MAX. OVERALL NOMINALSIZE DESIGN PRESSURE (PSF) MISSILE 7MPAR RATING WIDTH . HEIGHT INSWING OUTSWING POS. NEG. POS. NEG. X 3'-0" 6'-8" 50• 50 SOs 50 NON -IMPACT X RADIUS 3'-0" 6'-8" 50` 50 50" 50 NON -IMPACT X VENT 3'4 6'-8" 50' 50 So* 50 NON -IMPACT X 3'-0" 8'-0" 50• 50 50• 50 NON -IMPACT Hermes F. Norero, P.E. Florida.No. 73778 Page 4 of 4 JELoIMENP DESIGN PRO/SMOOTH PRO FULL LITE NON -IMPACT FOR USE OUTSIDE THE HIGH VELOGTY HURRICANE ZONE (HVHZ) GENERALNOTES L THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (ARC), AND FLORIDA BUILDING CODE (MC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM E33002 • ASTM E283-N • AAMA 1304-02 • TAS202-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE. PROTECT OF INSTAUATON. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SM IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHOECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH WS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM LL REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. GLASS MEETSTHE REQUIREMENTS OF ASTM E 1300 GIASS CHARTS. SEE SHEETS FOR GLAZING DETAILS 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GINNING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT' IRON, VENT UTES ARE QUALIFIED FOR 6'-8" DOORS ONLY. RADIUS (SHAPED) MITES ARE QUAUFI EU FOR 6'-8" DOORS AT DP ♦/-50 PST ONLY. 7. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PNESSSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING TURISDIC'TION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO - OH LENGTH S OR HEIGHT IS a LO TABLE OF CONTENTS SHEET REVISION SHEETDESCRIPTION 1 B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICALANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS 4 A VERTICALASSEMBLIES 5 A HORUONTALASSEMBUES 6 A GLAZING DETAILS 7 A WOODSUBSTRATES B A CONCRETESURSTRATES 9 A COMPONENTS & BILLOF MATERIALS s 1 m� 5 \ 1 m� e ACNVE NOTE: DOCKS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. IYP. ELEVATION 3 `© >uw�ua:raawum.� MAX.OVERALL NOMINAL SUE DESIGN PRESSURE (PSF) MISSILE CONFIGURATION WIDTN NEIGHT INSWING OUTSWING IMPACT RATING POS. NEG. POS. N EG. X 3b" b'-8" 50• 50 50• 50 NON -IMPACT %RADIUS 3'-0" 6'-8" 50• SO 50• 50 NON -IMPACT %VENT 3'-0' 6'b° 50• 50 50• SO NON -IMPACT X 3'-0" 8'-0" 50• 50 50• 50 NON -IMPACT NUI gpnCG I, tURW ILKINHL I HAIIUNAPPHOVED51LL5. PREPARED". 0 BUILDING DROPS, INC. ava.PWNPGMUV4aT[av P..uauauauw Z H O N Z v '!I-- iris`SS 02 Ow "'Y NZ QQ c > Z e �Q y W We Di QJa O yU W 6 F . DATE: SCALE: J"0,E,S�gF- INSTALLATION NOTES: 1.. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4INN. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OFA NON2OMPRESSIBIE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST 6E MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT IWO FACE SHELL OF BLOCK, 6. FOR 2XSTUD CONSTRUCTION, ANCHORING OFTHESE PRODUCTS SHALL BE THE SAME A9 FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. T. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFICGRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF20M PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SH EETS T AND B FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 6.8-DOORS 8'0"DOORS ANCHORTYPE ANCHOR SIZEEMBEDMENT SUBSTRATE EMBEDMENT MIN. EDGE DISTANCE MAX. D.C. MAX. O.0 SPACING AT SPACINGAT JAMBS JAMBS ' WOODSCREW #10 MWCODBUCK 1-1/2' 3/4' 11-1/2" 17-VV ORFRAMING ITWTAPCON 3/16" CONCRETE/CMU S.V4• 2-V2' 17A/r 17-1/4' ELCO ULTRACON 1/4" CONCRETE/MU1-3/B-,wNC.1-V4"-CMU V 17-2/I" 17-0/4" ITWTAPCON 3116" CONCRETE/CMU 1.1/4" 1° ID" 1M31V 02 b 09 X 21/2' PRI PM SCREWS DETAIL B2 TYP. HOPPE 1-BOTTOMS11OCIT MULTI-POINTSHOOT BOLT BOLT PLATE PLATE LOCATION FIWPE #2098911 DETAIL D2 TYP.HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION TRH PLATE SHOWN) #DX21/2"PFH NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. BUILDING DROPS, INC 0.W UBGOI, FLll61 vx:bH13998Fn FNp DLRYA3B wFa wn.wimlrce�oP.am ~ S � 4 H H QQ �Pery HO aQ p g�S� O� Z Q msu� oz i C) g ye �BIC W 2 aCl w a 7 ' DATE: /1 SILL SECTION VIEW HEAD SECTION VIEW �I 2. »<,,,�x® vm:pL,a�� pa.p.. mxps �m,w..X 11 INRRIOR OTFAIOR OPERABLE HEAD Q f OVISWING SNOWN-IN6WING SIMILAR INTERIOR MENOR 10 �8 OPERABLE ADA SILL 4 NENDUR MCISOM ENOURA HOS000 OPERABLE SILL 4 OIRTSWING OPTIONALAFCOA-117 OPERABLE SILL 4 INSWING ENOURFMOS SF xx 5 INIEAJDR ./ EIIIFAIpR 4 OPERABLE SILL OUTSWING AFCO J-M7 11 IMENOR 7 iM 10R IXIERIOR i'i', o OPERABLE SILL 4 INSWI AF[0 q-216/NGP4000 OPERABLE SILL 4 OMWING OPERABLE SILL 4 DUTSWING OPTIONAL AFCO H497 BUILDING DROPS, INC. aw r. o.w, auw nvo- srz. av w vaunt nam vx:usepaau�e Wae. INhd:w..m� ti DATE: SOku: III v C3 INGNOR FXIFNOR 1 LOCK JAMB 5 OUTSWING SNOWN-INSWING SIMI AR 9-P9 X 13/4' PFH 8-P9X21/2'PFH W/HARDWARE W/STRIREHMI)WARE (6--8'&"'UNITS) - d MPL STRIXE PLATES 20 EXGR10R INRAIOR o HINGE SOIEDULE DOORHEIGHT I QUANTITY [� HINGE JAMB S GUTSWING SHOWN - INSWING SIMILAR HINGE DETAIL AT IAMB: PLACE 99 X 2-1/2"PFH SCREW NEXTTO WEATHERSTNP ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB 5 OUTSWWGSHOWN -INSWING SIMILAR C , OUTSWING 6XOWN-INSWING SIMILAR 6-R8X13/WPFH 1-REINFORCEMENTPIATE ��. HOPPE 12512296 � HOPPE MULTI -POINT LOCK 5 TOPREINFORCEMENT PLATE- ACEIVE PANEL ONLY PREPARED BY: I BUILDING DROPS, INC. meaw�wwazw.mcva bJ1L,BGMRIWY m:wsslvsan rut Ns,Pu�ru .wiwndrouem S �$M3 W W F�v z¢ h <W man �2 �2 Q 4 Z o� p h � F DATE: STALE: 'I ( 5 DwG. a: A010832A 5 PREPARED BY; I BUILDING DROPS, INC. 1' MA%. 3/4°AIRSPACE I° MAX, 3/4'AIRSPACE INRRIOA /' MAX. '3/0"AIRSPACE 1 MAX H ngc eraetw.srzve NAIX%t3ma vx :ryultssuve w[eP.l P� INTERIOR 14 INTERIOR 14 14 INTERIOR 11—I�I�3/4°AI0.5PACE 14 mmm i� 2/8"TEMPEREDGWS i� 1/8"TEMPEREDGMS fN 1/W TEMPERED GI-ASS=� 1/8"TFMPEREDGV3S E m SILICONE I m SIUCONE e SIUCOHE 3 SILICONE :j BUTYL BUTYL m BUM "on - WIRVOR FMERIOR IXTENOR DGENOR 0 a Ci a c :Iti gs�= ms 22 22 23 13 REDI-SFAL REDI-SEAL RE01-SEAL �Z rj-�6'-8" GLAZING DETAIL (2:)�CI8'-O" GLAZING DETAIL �\ FLUSH GLAZE DETAIL GLAZING DETAIL 6 201/2'MAXD.LO.WIDTH 201/2' MAX. D.LO. WIDTH 6 23 7/8' MAY. D.LO. WIDTH ` fFOR MALSUN8UR5T,AND ROUND TOPS 3; 621/2° MM. D.L.O. HEIGHT 783/2° MAX D.LO. HEIGHT 787/8' MAY, D.LO. HEIGHT ONLY IN 6-W UNITSATOP+/•50PSIF Q) 1 wO F 1/1'AIRSPACE 6 q DT A 14 05 1/8°TEMPERED( INTERIOR GLAZING DETAIL 6 FORHAUUTEVENTITTES IN 6-8' UNITS ONLY NOTE: EMCNON d. SWING, INCLUOING INTERNAL GRID, BONDS BETWEEN GU , DECORATIVE, O(TERNALAND INTERNAL WROUGHT IRONAND RADIUS (SHAPED) UTES AREAPPROVED IN ALL GLANNG DETAILS SHOWN ABOVE. 23 OVERALL .u.,tOmcvm�'ixsA°DMI 19 i$° D.LO. ``N3YA ES F f�••• 1 0 U �d S 9 F �, �O A. DATE: 02.01 DWG, PY; GL TJM SCALE: NT. G DWG.R:AOZO SHEET: 24 ODL VENT LITE ASSEMBLY 6 MIN. EDGE DIST. SEE TABU SHEET W 2X WOOD BUCK i' WOOOANC SEETABIE ON NS SHEET2 HEAD (TYPICAL) OUTSWING SHOWN -INSWING SIMILAR WOOD BUCK OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED MOD 1.2297 n%U WOOD SUCK - OPERABLE SILL 7 OUTSWING- NO ANCHOR REQUIRED AFC- A 117 OPTIONALLY, ANCHOR CAN BE PIACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EWE DISTANCE ME ACHIEVED. MIN EMBED. SEETABIESHEET2 JAMB (TYPICAL) OPERABLE SILL OUTSWING SHOWN -INSWING SIMILAR INSWING- NO ANCHOR REQUIRED ENDURAM 0565F SILICONE SNCONE 2%WOOD BUCK 2%WOODBUCK C�] OPERABLE SILL OPERABLE SILL INSWING -NO ANCHOR REQUIRED % f OUTSWING- NO ANCHOR REQUIRED AFCO A-276/1`4000 AFCO H-097 SILCONE 51UCONE 0 2% WOOD BUCK 2X WOOD BUCK OPERABLE SILL (U) OPERABLE ADA SILL OUTSWING- NO ANCHOR REQUIRED INSWING/OUTSWING- NO ANCHOR REQUIRED ENDURA20BUISGSF ENDURAHCSOW 0 BUILDING DROPS, INC. Z � �a g mho Z F my �2 Z yyy a ❑ O Wa W 4 1 ;:2 7 a v . T i DATE: SCALE: 7 MIN. EDGE DIST, TABLE SHEET BYOTHERS CONCRETEANCHOR SEETABLEONSHEET2 HEAD (TYPICAL) 8 OUTSWING SHOWN -INSWING SIMILAR 4Q1/ OPERABLE SILL -8 0MINING- NO ANCHOR REQUIRED AFCO J-2297 SILICONE L Ae a. CONCRETE/ MASONRY BYOTHERS OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED AFCO A-117 1%WOOD9UCN (OPTIONAL) SILICONE ie CONCRETEANCHOR 0 SEETABLEONSHEET2 CONCRETE/ •�!' ED MASONRY BYOTHERS 0e II ou• —F{— MAIL SHIM SEETARUSHEET2 JAMB (TYPICAL) $. GUTSWING SHOWN -INSWING SIMILAR SILICONE vN.a.�ppA` C ON ON MASO BY ol OPERABLE SILL INSWING- NO ANCHOR REQUIRED AFCOA-276/P-2000 " 4 CONCREW MASONRY ByOTHERS 99 OPERABLE SILL V OUTSWING- NO ANCHOR REQUIRED ENDURAZOOL4565F OPERABLE SILL INSWING- NO ANCHOR REQUIRED ENDUMMIUS65F SILICONE LLLL�MASONRY CONCRETE/ BY OTHERS r7-� OPERABLE SILL. 8 OUTSWING- NO ANCHOR REQUIRED AFCO H-497 SIUCONE 4 Q 4 A a. CONCRETE/ MASONRY BY OTHERS rQL OPERABLE SILL UTSWING/INSWING• NO ANCHOR REQUIRED ENDURA HCISODD ADA PREVAREofir. BUILDING DROPS, INC. r$ mpg 4 Z r0^� 0 eh�_ OZ � H y z Z o ID IL u ID z 3s W Z Q O w ti DATE: 02.05.14 GLITJM SSYNISS pOPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SHEET: SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BILL OF MATERIALS ITEMS DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLD PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) - 3 (NOT USED) - 4 ENDURAW14565FTHRESHOID - 5 AFCO1-Z297TNRESHOLD - 6 AFCOA-276/P-20007HRESHOLD - 7 AFCOH497THRESHOLD - B AFCOA-117THRESHOID - 9 ENDURA 20B1,4565FTHRESHOLO - 10 ENDURAH05000ADATHRESHOLD - 22 WEATHERSTRIP URETHANEFOAM& POLYETHYLENE 12 NON -COMPRESSION 9HIM(0.29' MAX. THK.) COMPOSITE 13 ODL UPUTE KIT (RADIUS UTES) PLASTIC 14 1- OA- IG TEMPERED NON -IMPACT GLASS - 15 010 WOOD INSTALLATION SCREW W/11/2• MIN. EMBEDMENT STEEL 16 CONCJCMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3I STEEL 17 BAIT HINGE (SEE SCHEDULE SHEET 5) STEEL IB KWIKSET lOCK5ER1E540D STEEL 19 KWIKSETDEADBOLTSERIES780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH A 73228768" UNIT ROCXWELL MULTI -POINT TONGUE LATCH N13220780"UNIT STEEL 21 HOPPE MULLPOINT HARDWARE HL59000 STEEL 21 OOL LIPLDE KIT (NI) PLASTIC 23 FLUSH GLAZING LEG FIBERGLASS 24 ODLUPLDEKIT(VENTUTES) PLASTIC 25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH p8784091 STEEL 11 HOPPE MULLPOINT HEAD SHOOT BOLT PLATE PH OVS3923 STEEL 20 ROCKWELL MULT-POINT LOCK O O e O p e4 O e00 o $� 0 p p HANDLE HEIGHT Oo p p p p 79• OVARIES, FRAMESEE BOM/ABOVE O i HDUHOLD IL4565F O ATHRESHOLD97 O L �— 4.563• � � 4.56' � OAFCO H-497 THRESHOLD O 4.6T AFOO THRESHOLD O F �• RESHOLD f•Pi���i�7L ..NiQ.' 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE 02098911 I Ik BUILDING DROPS, INC ]V E WxN W.GazVp., s1Ey0 wx]..uanym] vx:nulnPun ]ue MAPu.Qy WFB:vw.Nltllrgd[piwm jPNq u Fca�Q Q � s� g¢Sw rCU 1 0 mFo 2 02 � y Q Zi• In We `2U' 2 O DOLT - W<. 'A —! 1.6e6• 1— i O AFCO A-276/P-2000 25 HEAD SHOOT BOLT PLATE (LH) THRESHOLD 4.57• 1JS DATE: DWG. ENDURA.HCI5000ADA 26 HEAD SHOOT BOLT PLATE (RH) GL'1 THRESHOLD SCALE: DWG, M. ff LJ®® 5HEET: c5D0• L75• LJ NOTICE( PRODUCT CERTIFIC, IION CERTIFICATION NO: NI011921.01-R6 DATE: 03/26/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 1822-1 REVISION DATE: 02/01/2018 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Pro/Studio" 3737 Lakeport Boulevard Fiberglass Glazed Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Door Configuration: X Glazing: Insulating Glass (Tempered) IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2466mm(97.12") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E330-02 Design Pressure: +50/-50 psf Qualifies Configurations: X Product Tested By: National Certified Testing Laboratories Report No: NCTLr210-3918-01/SJW2013-231/SJW2013-251/SJW20J3-252/SJW2013-253/NCTL- 210-3925-03/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014- 0 68/S J W 2014-071 /SJ W 2014-0 69/S J W 2014-079/ W-1672/ W-1697/ W-1783/ W-1799 Expiration Date: March 30. 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 BUILDING DROPS 398East Dania eSute338 A Perfect Solution in Every Drop Dania Beach, FL33004 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 2743 Current Florida Building Code Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro /Smooth Pro Full Lite Non: Impact For use outside the High Velocity Hurricane Material: Product Dimensions: Zone Fiberglass 3'--0"X C-8" (Nominal) 3'-0"X 8'-0" (Nominal) Prepared For: JELD-WEN, inc. 3731 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: "tt►tiirrrrri�i F. 7 Hermes F. Norero, P.E. 3 Florida Professional Engineer # 73778 i O� '•. 1 O P ' �� �� Date: 9/22/2014 '��O�SS/ONALE�G����� Evaluation Report Pages 1-4 7�7j7►�rrtttt�` Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2014.09.26 15:18:14-04'00' 1(k BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro / Smooth Pro Full Lite Non -Impact For use outside the High Velocity Hurricane Zone(HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Date: 09/22/2014 Report No: 2743 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL# 73778) for JELD-WEN Inc. based on Method la of the Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been.evaluated for use in locations adhering to the current International Building Code, International Residential Code, and Florida Building Code. See Installation Instructions A010832A, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current International. Building Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC), excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010832A require further engineering analysis by a licensed engineer orregistered architect. 5. See Installation Instructions A010832A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 1(k BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization: 29578 Report No: 2743 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • ASTM E283-04 • ASTM E330-02 • AAMA 1304-02 • TAS 202-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3918-01 10/4/13 SJW2013-231 12/3/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-068 07/07/14 SJW2014-071 07/07/14 SJW2014-069 07/07/14 SJW2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report # Report Date: SJW2010-003 01/11/10 3. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization # QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 09/22/2014 A Perfect Solution in Every Drop. 1(k Certificate of Authorization: 29578 Report NO: 2743 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or''/<" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or Yo" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010832A) for anchor spacing and more details of the installation requirements. Design Pressure: CONFIGURATION MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING WIDTH HEIGHT INSWING OUTSWING POS. NEG. POS. NEG. X 3'-0" 6'-8" so* so So* 50 NON -IMPACT X RADIUS 3'-0" V-8" 50* 50 50* 50 NON -IMPACT X VENT 3'-0" 6'-8" So* 50 So* 50 NON -IMPACT X 3'-0" 8'-O" So* 50 So* 50 NON -IMPACT Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 JELo MEN. DESIGN PRO/SMOOTH PRO FULL LITE NON -IMPACT FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN '15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE POLLOWING: • ASTM E33D02 • ASTM E283.04 • AAMA13M402 • TA5202.9E 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY OR IX FRAMING AS AMAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD5 TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTA"110M 3. THEIN5TALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAYNOTREFLECTACTUALCONDMONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM 7HE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DUMB. 6. FULL WE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BUNDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT (RON. VENT UTES ARE QUALIFIED FOR DOORS ONLY. RADIUS (SHAPED) WES ME QUALIFIED FOR 6'-e° DOORS AT DP+/-50 PSF ONLY. 7. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PAM UK IMP) OF 9.75 MR REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO =OH LENGTH +OH HEIGHT 1521.0 TABLE OF CONTENTS SHEET REVISION SHEETDESCIRPTION 1 B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICALANMOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS 4 A VERTICALASSEMBLIES 5 A HORIZONTALASSEMSUES 6 A GDTZINGDETAILS 7 A WOOD SUBSTRATES 8 A CONCRETESUBSTRATES 9 A COMPONENTS& BILL OF MATERIALS 37 IX MAX vxavAxro O.A. WIDTH Q 371j2' MAX 0 BUILDING DROPS, INC. OA. WIDTH Aew•adw aw sT �LWX4BF•O{ItfAW Sa 6 f ✓ 3 5 F M:ryYI )YT fu:ryvp••d13• fi .xvhtlWAmm.mm 3 N 6 _ F �.„w • 2 • "NZ • U Z~ OAn -'^ g um s e ACTIVE' o wZ o� Way --G- s 9 o aQ p� siE O ACTIVE 33�nni" O. s x Ozi �3d s s i So ZZ ^m.` O w oil / pw<L L i • • • • • 7 3 nr. e_ z z MAX. nv_ _N 2 a _vanoN C1J r3 OA. WIDTH REMARKS BY DA 12 m G 2 mU,'LL n 4/ NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. ACTIVE u°Ra• •eww.mcomus CONFIGURATION � NALSAUE DESIGN PRESSURE IMF) MlS51lE IMPACT RATING WIDTH INSWING I OUTSWING NEIGNT POS. NEG. POS. TNEG. X 3'-0' 6'8° 50• SO S0• 50 NON4MPACT %RADIUS 3'-0' 6'A' S0• 50 50' SO NON -IMPACT X VENT 3'-D' 6'8' S0' SO 50• SD NON -IMPACT X 3'-D' 8'-0" 50• 1 50 50• 50 NON -IMPACT -SEE GENERAL NOTE T, SHEET 1, FOR WATER INRLTNATION APPHUVEU SILLS. x ''77i�S�dDN�ImB�G.�SC sc��flXo�T++" I wa � IgOally slgn by Hamel F. Nce P.0 as•Tlam 2614 732i u•u,re,tt Iate:L114IN]61+:Q31 M'OV DATE: 02.05.14 GL TJM SS/WK HISS SCALE: NTS DWG.R A010832A SHEET: OF9 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WNN LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4INCH, SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM($) SHALL BE CONSTRUCTED OFA NON -COMPRESSIBLE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. 4. INSTALLATION AN[NORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANTCOATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS EDGEDISTANCEMMFASUREDFROMFREEEDGEOFBWCXOREOGEOFMORTARIOINTINTOFACE SHELLOFBLOCX. 6. FOR2RSTUDCONSTRUCTION,ANCHONNGOFTHFSEPRODUCTSSHALLBETHESAMEASFORMBUCK CONCRETE/MASONRY CONSTfiUCTION. 7. INSTALLATION ANCHOR CAPACITIES TOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWINGPROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF 055. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M PD. C. GROUT-FILLEDCMU. UNIT STRENGTH CONFORMS TO ASTM 490 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. IiOUOW BLOCK CMU-UNITSMENGTH CONFORMSTOASTM C-BO WITH MINIMUM COMPRESSIVE STAENGI OF 2000 PSL B. SEE SHEETS 7 AND B FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTIS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORIAMBAS WHOM MINIMUM EMBEUMENTAND EDGE DISTANCEARE ACHIEVED. ANCHORTABLE 6'B' DOORS B'U' DOORS ANCHORTYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN, EDGE DISTANCE MAX O.0 MAX a.C. SPACINGAT SPACNGAT IAMBS IAMBS WOODSCREW A30 - 2XWOOD8UCX ORFRAMING 1.1/2' 31V 17-IM 17-1/4' ITWTAPCON 3116, CONCRETE/CMU. 2d/4' 2.Vr 17.1/2' 17.1/4- ELCO ULTRACON 1/4' CONCRETE/CMU 1-3A3'-CONC 1.1/4--CMU 1' 17-Ur 17-t/4' TQVTAPCON 1 3/11? 1 CONCREWCMU 1 1-1/4' 1 1' IC 14.31W B2 DETAIL D2 2-29 X2 Ur PIN TYPHOPPE !DETAILB2 PFHSCMMS MUCI-POINT5HOOTBOLT • PLATELOCATION AN PIATESHOWN) HOPPE / D2 . MULTI-POUITSHOOTBOLT ]IRON Di00T TE PLATELOCATION CFPE OPPE •]030911 H2 r�Al SILLSECTIONVIEW ( HEAD SEC MEPARNAY: I BUILDING DROPS, INL u�.,vuoarm M rn:Us,usaun urv+.Pu.rn ma.«nuywa.m.. _371/2' MAX. O.A. WIDTH TYPI O a a a C Z p 891 1 �x�� e 1�- �2 = 0 a Z: ^„ o xR D Z � „IN o �. ✓. F � REMAPNS BY DATE NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (XI ONLY. DATE: SCALE: )N Ij DwG. a, A616832A INOR EMERIOR [� OPERABLE HEAD 4 DNTSW NGSNOWN-INSWING SIMILAR INNNOR FIfIFN00. 10 OPERABLE ADA SILL 4 INSWING/OUTSWING ENDURAHC15WD OPERABLE SILL 4 OUILWCO OPTIONAL AFCO A-11] 3 OPERABLE SILL 4 INSWING ENDUMML4565F 11 lwi7 4 OPERABLE SILL OUTS WING AF[O }119] 11 M NOR ] WIEAIOP ORENOA �o OPERABLE SILL 4 NSWING AFCOA-116/Pd000 9 OPERABLE SILL 4 OUSSWING OPTIONAL ENDURA ZOBL4565F 7 OPERABLE SILL 4 OUTSWING OMONALAFM H49] BUILDING DROPS, INC necm.i eN.Ii IL sm. .Gs ouw um«+� ..:Issnmsum wm. w..aw...� C!U 3�SS—• OC cJ G n�6� � � � � W Q OZ n J 4 U yy yv f— O i wi F"1 ;otF.F .ram _ DATE: SCALE: n LOCK JAMB 5 OUTSWING SHOWN-INSW NG SIMI AR 8-R9 X 21/2'PFH W/ STRIKE HARDWARE 4 MPLSTRIKEPIATES EXHGOR INRRIOR HINGE SCHEDGLE DOORHEIGHT QUANTITY 1HINGE JAMB 'I ING SHOWN -INSWING SIMILAR HINGE DETAIL ATIAMB: PLACE K9 X 2.1/2' PFH SCREW NEXT TO WEATHERSTRIP 3-08X 2°PFH 13-98X 13/8"PFH (6'-8'UNITS) W/ STRIKE HARDWARE �15-R8X 13/8' PFH (8.4- UNITS) 1-MPLSTRIXEPURTE COMES W/HARDWARE EXHRIOR ROTRIOR q Loa MULTI -POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK JAMB 5 OUTSa SHOWN INSWING SIMILAR 5 ONTSWING SHOWN-INSWINGSIMIIAR 4-08 X 13/r PFH 1- REINFORCEMENT PLATE HOPPE 02512296 PREPMDBY. BUILDING DROPS, INC. nco.xi.oE.a uw.srt. e]e ou�uec .ru]w vx,lss]v»un +e�N]+IeNAt]e ewe.Ae�w..ax 4 V m V 3F H=-i w �2 Q O2 J Q 4 ZO O C O = �t i F rDATE: U1.USG. Y: C HOPPE MULTI -POINT LOCK le:Nrs TOP REINFORCEMENTPIATE-ACTIVEPANELONLY G.0:A010E 5 I- MAX. Le MML I{1' MAC 3/4'NASPACE 314"AIRSPACE INTERIORVVAIRSPACE 14 INRNOA 14 IDIOM14 1/8'TFMPEAED GLA85 i� I/WTEMPEREDGIATEMPEAEI SS iC — £umi f%IFRI00. f%TFNOR 22 22 REDI-SEAL REDI-SEAL 1 6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 6 201/2' MAIL D.LO. WIDTH 6 201n•MAN.D.1-O.WIDEH G21/2- MAR. D.LO. HEIGHT 781/2- MAR. O.LO. HEIGHT zt 112-NRSPACE £m 14 F%fFR10R aIP 1/8-WMPEREDI BUM INRRNR 5 GLAZING DETAIL 6 FORHAIFLNEVENTL IN 6'8- UNITS ONLY NOW: FMCIIONAL GLAZING; INCLUDING INTERNAL GRID, FUNDS BETWEEN GLASS, DECORATIVE, OOERNAL AND INTERNAL WROUGHT IRON AND RADIUS (SHAPED) WES ARE APPROVED IN ALLGIALNG DETAILSSHOWN ABOVE. O GR I' MAX. 3/4'AIRSPACE ININOR 14 PREPARID BT. I BUILDING DROPS, INC. mcwmswlxw'o�sn.ne pwue[,q .•:Ds.Im++n �u:Nvltlu>'.4 ew .rmamm,em i� 1J8'7EMPERED GIA55 £ N SILICONE m BUTYL W o 7 m m NOERIOR r, ti 132 ri4 m6` REDI-SEAL O 2 GLAZING DETAIL S 3c 6 FOR OVAL, SUNBURST. AND ROUND TOPS ONLY IN 6'8' UNITS AT DP+/ -SO MF F 23 TW OVERALL 19ii'D.LO. I %%%' E$F. O'Aim l4Q�, L. O04 d ' i$♦ : `rkFlfJNgImE�G�`�- 114 �O DATE: 02.05.14 DWG. v: CHR. Y: GLMJM I SS MSS SCALE; NTS s owG. a:A010832A 6 SHEET: OF9 24 DDL VENT LITE ASSEMBLY 6 MIN. EWE 019. SEE TABLE SHEET C� Ww ZX WOOD BUCK 2 fN ry p WOOD ANCHOR SEE TABLE ON SHEST 2 1 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR OPERABLE SILL OU SWING-NOANCHORREQUIRED AFCO2.2297 "882X WOOD BUCK � g OPERABLE SILL OUMWING -NO ANCHOR REQUIRED AEC, A.", p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EWE DISTANCE ARE ACHIEVED. 2 JAMB (TYPICAL) 3 OPERABLE SILL OUTSWING SHOWN -INSWING SIMILAR INSWING- NO ANCHOR REQUIRED ENDUM ZA M65F SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 5 OPERABLE SILL OPERABLE SILL INSWING- NO ANCHOR REQUIRED OUTSWING -NO ANCHOR REQUIRE. AFCO A.276/P.2000 AFCO H497 0 SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK OPERABLE SILL (fa) OPERABLE ADA SILL OUTSWING- NOANCHOR REQUIRED INSWING/OUTSWING- NOANCHOR REQUIRED ENDURA ZOBLOS65F ENDURA HCISWO BUILDING DROPS, INC wa,evamsv,s�en ��uxuevxnum� u: MMUM Q$M� rod LL o LL` Z 0 o 4N= Wa_s 3 Tea �2 H 02 Z a E, 00 zo W. u I"7 '%S"oss DATE: SCALE: DWG. R: rA MIN. EDGE DIST. SEE TABLE SHUT � 1 W s fir': CONCRETE/ MASONRY BY OTHERS EX WOOD BUCK (OPTIONAL) CONCRETEANCHOR SEETABITONSHEETZ n HEAD (TYPICAL) v OUTSWING SHOWN -INSWNG SIMILAR . lbmw—�ONRY .w q OPERABLE SIQUIRED LL B, OUTSWING-NOANCHOR RE AFCOI-22B7 SILICONE Q d o. CONCRETE/ MASONRY BYOTHERS n OPERABLE SILL J OUTSWING-NOANCHORREQUIRED MCO A-237 p OPQONALLY, ANCHOR CAN BE PLACED IN NARROW. SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ME ACHIEVED. JAMB (TYPICAL) 8 OUTBWING5HOWN-INSWINGSIMIIAfl ,m^nq •�i ( MASONRY BY OT�11211 6 OPERABLE SILL 8 INSW NG- NOANCHOR REQUIRED AFCO A-276/P-2000 SIUCPNE d d Q d O CONCRETE/ MASONRY BYOTHERS g OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED ENDUMZOBL4565F 0 BUILDING DROPS, INC. SIUCONE me nMauvo.,sn.w BfH�R 3lON nM: rosal uTe ryvPu�ne 0 ws.baaPLe:wwmn. CONCRETE/ MASONRY u0 g BYOTHERS �a mse� HQH�. 2 N oz ,'Z,': 3 OPERABLE SILL �_ z INSWING- NO ANCHOR REQUIRED 0 ENDURAZAII456SF U F I"7 ~ SWOONE REMARKS BY I DATE AdC pORSIII,Mutt4PoNtbl GL PS/W d dd O O CONCRETE/ MASONRY BY OTHERS 7 OPERABLE SILL. '$' OUTSWING- NO ANCHOR REQUIRED AFCO HAN SILICONE T. d d Q d Y CONCRETE/ MASONRY DATE: BYOTHERS 1 OPERABLE SILL DWG. g UTSWING/INSWING-NO ANCHORREQUIREO ENDURAH05000ADA GL SCAB: BILL OF MATERIALS REMO DESCRIPTION MATERIAL 1 FIVMEHEAD/IAMBS GINGER -JOINTED PINE SODU PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) - 3 (NOT USED) - 4 ENDURAML4565FTHRESHOUD - 5 AFCOT-2297THRESHOID - 6 AFCOA-276/P-2000THRE5HOLD - T AFEO H497 THRESHOLD - 8 AFCOA-117THRESHOU) - 9 ENDURA ZOBL4565F THRESHOLD - SO ENDURAHCISGODAUATHRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM(0.2A MAK. T)U.) COMPOSITE 13 ODL UPLITE FIT (RADIUS UTES) PLASTIC 14 1. OA IG TEMPERED NON -IMPACT GLASS - /5 010 WOOD INSTALLATION SCREW W/ 11/Y MIN. EMBEDMENT STEEL 16 CONG/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 51 STEEL 18 KWIKSETIDCKSENESd00 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWEU. MULTI-POINTTONGUE LATCH 973228768"UNR ROCEU. MULTI -POINT TONGUE LATCH N7322B7808�0 UNIT KW STEEL 21 HOPPE MULT-POINT HARDWARE HL59DD0 STEEL 22 ODL UPLITE KIT (NI) PATIO 23 FLUSH GLAZING LEG 'FIBERGLASS 24 ODL PUTE FIT (VENT LIM) PLASTIC 15 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE W 987MO91 STEEL 26 HOPPE MUU-0DINT HEAD SHOOT BOLT PLATE PH 9870923 OFRAME HEAD/JAMBS VARIES, SEE ROM ABOVE ) EN E w�O��i07i. J 20 ROCKWELL MULT-POINT LOCK Ir 5 mG 21 HOPPE MULT-POINT LOCK W/ SILL5H00T BOLT PLATE #2098911 oUL HANDLE NJ HEIGHT 731 O Flc D p I 0 0 8 LIFE �Iffi nm STEEL LW-1 OAFCO JOLD97 O TFOO A- o76/P-2000 ZS HEAD SHOOT BOLT PLATE (LH) THRESHO 45T l BUILDING DROPS, INC. P9[E WIN.eVAlnw,se.w uerxAnf:oer rx: Us+IN4F+>s M:NHnx..ne � Q Off+ o`73g wa am m�oLL O� i J o Q o F Zi o w o as O ti r U F. m 7wM"Am DATE: OAFCO H-497 THRESHOLD O AFCOA-117THRESHOLD O ENDURAZOBL4565F O ENDURAHC15000ADA O HEAD SHOOT BOLT PLATE (RH) FSHEU: 7 $ 9 THRESHOLD 10 THRESHOLD 2fi SCALE 4.sB• 5m' 2.7S' a.62• � c a56'