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1280 W Plaza RES17-0159 Revision window and door Revision Request/Correction to Comments **ALL INFORMATION r HIGHLIGHTED IN -�J ''` ` City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ' J=' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 2Z�S 11 -0 157 LJ Revision to Issued Permit OR ❑Corrections to Comments Date: 3 r -7- /9 Project Address: 1260 W Es 1 P L A4 ZA Contractor/Contact Name: L-D pv-r-$b4Gt4 2. eMTtP-¢fl21StS o 4 14o2TN RomA Contact Phone: 90't 6.2(2- S ' ' Email: ed•`•L2` ‘ pQt bah " vv cCi l . Cowl Descriptionc11nv C . Wof Proposed Revision/Corrections: C_ 11 AA-S'to t Ii i 4o 0.4A4 d oor 144.t�.v.V 4.0...c.4.0 R. • 1 E ' "hi c• ?4r1-12044c(4 affirm the evisio /correction to comments is inclusive of the proposed changes. (printed name) • W' roposed revision/corrections add additional square footage to original submittal? o Q Yes(additional s.f.to be added: ) it ,roposed revision/corrections add additional increase in building value to original submittal? 0 o Q*Yes(additional increase in building value:$ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: C-- C • P (Office Use Only) proved ❑ Denied ❑ Not Applicable to Department Permit Fee Due C 00 Revision/Plan Review Comments C�OYl i-aC"1 7C) pi LIC - kif? mac)10 CC-,p7 apvtSiciYIS pm/ Ae-e / Department Review Required: .Bui to / 771)" • nnmg&Zoning Reviewed By Tree Administrator Public Works Public Utilities /2-/2cY1 Public Safety Date Fire Services Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): *Contractor Signature: - *Company Name: *Mailing Address: *City: *State: *Zip Code: *Telephone Number: *E-mail Address: Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 R V1 -s �-D - - ;_-i - t9 OFFICE COPY J PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: i 2150 W t S i P'L—A2064, Permit#: R-e S f'—0159 9 *Owner/Project Name: B Row N As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 3004 280 30 80 coo Cog 1. Swinging PLAST ST P Ro 3°40e 8 �l 3° 8° F1- 17347. 1 4 Fl- 173'1'7. 3 F] L4Zc.aj 2. Sliding 1(KK 15o 4 Imo. o FL 1(0(005. J 3. Sectional 4. Garage Roll-Up F S— 141 - 5. $1 - 5. Automatic A-20INf k'I2rD 6. Other ILO OP SOU)310r1S Fi—COD VevIS rEyvt 4 L SZ ^ 37(00 B. WINDOWS 1. Single hung Y KV. SW FL ISo81 . t} 7 2. Horizontal slider —TbV1 L. iS 1 s©. 1 3. Casement . - N L e11`}, I VY KK 4. Double hung 5. Fixed Y KR FIXE FL 819?.5 6. Awning 7. Pass-through 8. Projected REVISION 9. Mullion 10. Wind breaker DATE O /Sy 11. Dual action SIGNED / � 12. Other Page 1 of 4 Updated 10/17/18 OFFICE COPY ESEVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3760 Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS 3.3 Ventilation: Section: 08 95 43—Vents/Foundation Flood Vents Flood Solutions' static flood vents may be used to supply REPORT HOLDER: natural ventilation for under-floor ventilation. See Table 1 for net free area for under-floor ventilation provided by FLOOD SOLUTIONS, LLC each of Flood Solutions'static flood vents. ONE INDUSTRIAL PARK DRIVE 4.0 DESIGN AND INSTALLATION BUILDING 27 The Flood Solutions static flood vents are designed to be PELHAM, NEW HAMPSHIRE 03076 installed into walls or doors of existing or new construction (800)325-9775 from the exterior side. Installation of the vents must be in www.floodsolutions.com accordance with the manufacturer's instructions, the info(t?lfloodsolutions.com applicable code and this report. In order to comply with the EVALUATION SUBJECT: engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the vents must be installed as STATIC FLOOD VENTS follows: • With a minimum of two opening on different sides of 1.0 EVALUATION SCOPE each enclosed area. Compliance with the following codes: • With a minimum of one vent for the square footage of • 2018. 2015, 2012 and 2009 International Building enclosed area noted in Table 1. Bc!0.:th3 ■ 2018, 2015, 2012 and 2009 International Residential • With the bottom of the vent located a maximum of Codes 12 inches(305 mm)above grade. Property evaluated: 5.0 CONDITIONS OF USE Water flow The static flood vents described in this report comply with, 2.0 USES or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the Flood Solutions' static flood vents are used to provide for following conditions: the equalization of hydrostatic flood forces on exterior walls. 5.1 The static flood vents must be installed in accordance with this report, the applicable code and the 3.0 DESCRIPTION manufacturer's installation instructions. In the event of 3.1 General: a conflict,the instructions in this report govern. Flood Solutions' static flood vents are engineered, 5.2 The static flood vents must not be used in the place of permanently open flood vents with no moving parts that "breakaway walls" in coastal high hazard areas, but automatically allow flood waters to enter and exit enclosed are permitted for use in conjunction with breakaway areas. The vents are constructed of aluminum and walls in other areas. available in four models. See Table 1 for model 6.0 EVIDENCE SUBMITTED designations and sizes. See Figure 1 for illustrations of the flood vents. 6.1 Manufacturer's descriptive literature and installation instructions. 3.2 Engineered Opening: 6.2 Detail drawings. The Flood Solutions static flood vents comply with the 6.3 Engineering calculations in accordance with design principle noted in Section 2.6.2.2 of ASCE/SEI 24 ASCE/SEI 24. for a rate of rise and fall of 5 feet per hour(0.423 mm/s). In order to comply with the engineered opening requirement 6.4 Quality documentation in accordance with the ICC-ES of ASCE/SEI 24, the static flood vents must be installed in Acceptance Criteria for Quality Documentation accordance with Section 4.0 of this report. (AC10),dated June 2014. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for as use.There is no warranty by ICC Evaluation Service.LLC.express or implied.as to any finding or other matter in this report.or as to any product covered by the report. uan..- _^ Copyright©2018 ICC Evaluation Service.LLC.All rights reserved. Page 1 of 3 • ' INSTALLATION INSTRUCTIONS MODELS: FS AND FS-HEX ICC-ES CERTIFIED - ENGINEERED FEMA COMPLIANT FLOOD VENTS What you'll need: - 1"Concrete/wood/metal screws which is dependent on what type of wall you will be fastening into - 1"Anchors for concrete wall installation -Power Drill -1/4" Masonry Bit or 1/4"wood drill bit(dependent on what type of wall you will be fastening into) -Screwdriver -Hammer -Level -Exterior Caulking -Flashing, if needed,for an opening with a cavity in the wall (optional) INSTRUCTIONS: ***NOTE: BE SURE THAT BOTTOM OF OPENING IS LESS THAN 12"ABOVE THE ADJACENT GRADE.*** Step 1: PROVIDE A CLEAN,SQUARE AND LEVEL ROUGH OPENING Step 2:APPLY FLASHING AROUND THE INTERIOR OF THE WALL OPENING IF THERE ISA CAVITY IN THE WALL(optional) Step 3: LAYOUT THE VENT SO THE OPEN AREAS OF THE VENT HAVE A CLEAR OPENING BEHIND THEM. Step 4: MAKE SURE VENT IS LEVEL Step 5: MARK HOLES ON WALL AND THEN REMOVE VENT FROM OPENING FOR CONCRETE WALLS: Use Concrete Screws and Anchors FOLLOW STEPS 1-5 ABOVE Sten 6: DRILL HOLES 1-1/4"DEEP INTO CONCRETE/BLOCK WALL. Step 7: FULLY INSERT ANCHORS INTO WALL,TAPPING ANCHORS INTO PLACE USING A HAMMER MAKING SURE ANCHORS ARE FLUSH TO THE WALL Step 8: REPLACE VENT INTO OPENING Step 9:SECURE ALL SCREWS THROUGH HOLES IN VENT INTO ANCHORS SET IN WALL Step 10: CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FLANGE FRAME FOR WOOD WALLS: Use Wood Screws FOLLOW STEPS 1-5 ABOVE Step 6: DRILL HOLES 1/2" DEEP INTO THE WOOD WALL Step 7: REPLACE VENT OVER THE OPENING Step 8:SECURE ALL SCREWS THROUGH HOLES IN VENT INTO THE WOOD WALL Step 9: CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FRAME FOR INSTALLATION INTO DOORS: FOLLOW STEPS 1-5 ABOVE Step 6: IF THE DOOR IS NOT A SOLID DOOR,USE ALUMINUM FLASHING AROUND THE PERIMETER OF THE HOLE Step 7: DRIVE WOOD OR METAL SCREWS THROUGH PREDRILLED HOLES IN VENTS INTO WOOD FRAMING Step 8:CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FLANGE FRAME FLOOD SOLUTIONS, LLC. F L O O D One Industrial Park Drive Solutions Bldg. 27 Pelham NH, 03076 Toll Free: 1-800-325-9775 In NH: 603-595-5222 rMA Co-,,:4,4ra Fax: 603-595-4778 ICC.ESC. :,hd www.floodsolutions.com ErLr.-ac.cd F6.1.Auu info@floodsolutions.com S C�1> 15 ° 12° FL 16005, l BUILDING DROPS OFFICE COPY 398East Dania Beach Suite 3 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of YKK AP America Residential Series 5400 Vinyl Sliding Glass Door for Florida Product Approval FL# FL16605 Report No. 3784 Current Florida Building Code Method: 1 — A (Certification) Category: Exterior Doors Sub — Category: Sliding Exterior Door Assemblies Product: Series 5400 Vinyl Sliding Glass Door Material: Vinyl Product Dimensions: See installation instructions, YKK147 Prepared For: YKK AP America Residential 7680 The Bluffs, Suite 100 Austell, GA 30168 Prepared by: `‘'0 F. ,e Hermes F. Norero, P.E. ��� Q-� •._• •• • Florida Professional Engineer#73778 7. Date: 06/10/2015 • i Contents: = .T'T • t Evaluation Report Pages 1 —3 � p • .t•_ OP;' <v� Digitally signed by Hermes F Norero,P.E. �� •• ''........ • � Reason:I am approving this document '� S /ONAI •‘%% Date:2015.07.1114:24:14-04'00' IIIA � Hermes F�� MMMro, P.E. Florida No.73778 INSTALLATION NOTES: YKK AP RESIDENTIAL YKK ap . 1. TWO(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH Quality ANCHOR LOCATION SHOWN. Inspires Series 5400 Vinyl Sliding Glass Door YKK AP AMERICA RESIDENTIAL 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE 7680 The Bluffs.smte 100 MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT AueWj,6A 30168 INSTALLATION. PH.(6761830-6000 s6060 y 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A p 00 m TOLERANCE OF±1/2 INCH Of THE DEPICTED LOCATION IN THE GENERAL NOTES: G O m i TABLE Of CONTENTS 2 # ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF Q N p 5y� TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND Y h i >�n S INSTALLATION ANCHOR TO THE NEXT. MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET SHEET DESCRIPTION �u! L a m'^ £ BEENFLORDA EVALUATEDING CODE D ACCORDING)TO THE FOLLOWING:ING HVHZ NO HAS _ -_ H I LL 4.FOR INSTALLATION INTO WOOD FRAMING USE#10 WOOD1 INSTALLATION 6 GENERAL NOTES DC Z I w I SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3/4 INCH MINIMUM • AAMA/WDMA/CSA 101/I.S.2/A440-I1 LU 1. Z m< EMBEDMENT INTO WOOD SUBSTRATE. 2 ELEVATION d ANCHOR SCHEDULE(OXXO) 1„ 0 7, Vt w m 2. ADEQUACY OF THE EXISTING STRUCTURAL - N �+ m F+H m ^� 5. FOR INSTALLATION INTO METAL STUD USE#10 TEK SCREWS CONCRETE/MASONRY,2X FRAMING AND METAL STUD 3 ELEVATION(OXO) A W < THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE 4 ELEVATION(XX) Z c aC M a MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT w 1.-F •C m 1u a SUBSTRATE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 5 ELEVATION(OX) I�Fy.1 Z ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF IX(3m rF 6. FOR INSTALLATION THROUGH 1%BUCK TO CONCRETE/MASONRY, INSTALLATION. 6 VERTICAL DETAILS A GLAZING DETAILS(OXXO,OXO,OX) OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH 7 VERTICAL SECTION(OXO) R DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1 3. 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED 1/4 INCH MINIMUM EMBEDMENT. TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK 8 VERTICAL SECTION(XX) Q DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 9 HORIZONTAL SECTION(0)0O) 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL, ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF m FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK INSTALLATION. 10 HORIZONTAL SECTION(OXO) ^ VENEER,AND SIDING. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 11 HORIZONTAL SECTION(XX) Z (•) 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 12 HORIZONTAL SECTION(OX) MADE OF CORROSION RESISTANT MATERIAL OR HAVE A SITE. IF 517E CONDITIONS CAUSE INSTALLATION TO DEVIATE - _ _ 0 CORROSION RESISTANT COATING. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED Z ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC H DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE AREAS, UNIT DIMENSIONS WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, H AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH I STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS MISSILE IMPACT a PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, CONFIGURATION DESIGN PRESSURE MAXIMUM SIZE RATING w p THE ANCHOR MANUFACTURER. L £ 6. WINDOW FRAME MATERIAL:PVC 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ONTI SUBSTRATE MATERIALS WITH THE FOLLOWING 7. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: OXXO .45/-50 PSF 192"X 96" NOT RATED PROPERTIES: A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. X:OPERABLE PANEL . B. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM 18 0:FIXED PANEL g GA.WALL THICKNESS. 8PSI. .GLAZING SHALL MEET ASTM E1300 REQUIREMENTS,SEE SHEET OXXO Z IIC. CONCRETE I P. D. N,MASONRY(OR REN TER),ONFORMANCE TO ASTMINIMUM COMPRESSIVE STRENGTH C-90,F GRADE 6 FOR GLAZING DETAILS. (WITFI SILL DAM) .50/-50 PSF 192"X 96" NOT RATED ```````r0 4( a��/// YPE I OXO +45/-50 PSF 144"X 96" NOT RATED • O:►yam 1 `• • • :-'x,11•ft UI: �FQ•fa OXO .50/-50 PSF 144"X 96" NOT RATED �:1d ";• ' ,T (WITH SILL DAM) i, ▪•••'• •• -44- Y XX .50/-50 PSF 96"X 96" NOT RATED W 4n m m ZW'N <g Za) =i u2 r o0 30 v Mn e )igitally signed by Hermes F Norero,P.E. DWG#: OX +50/-50 PSF 96"X 96" NOT RATED Y KK147 Reason:I am approving this document SHEET: 1 OF 12 date:2015.07.11 15:01:19-04'00' VICK OXXO & OXXO WITH SILL DAM EXTENSION ap Quality Inspires FW: 192" YK 7680 Thu Bluff8E5IDEN&Suite�AL 0 12" MAX O.C. I I 8" ',wall,GA 30168 n PTI.(67B)831.6003 x6060 CO ' I 1 I I I I I I I I o , m --- o w S�:§ 3 H 1 3 3•• 1�• ut y .1. I. e e e e co to 1 t oi Z t r, NLL/� 'a cc, Z<m e o 0 82�<a Z 0 K H< R C 0 305 , a mwa E wa� __.. a M t n.9 041191 (IW co tn - - Z O H Z o 6 6 6 6 Iv C W v1 i -� i 1 I ICI �+ °C c) N. e 8" 12" MAX O.C. D.L.O. 9 D.L.O. D.L.O. 2.375 € 1.75 p 1 2.375 D.L.O. _ 1.75 ELEVATION ``?►mini.. ANCHOR SCHEDULE t IN _' �; 1 SUBSTRATE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DISTANCE F § N• 4g 1 MIN.S.G.=0.55 WOOD 810 WOOD SCREW 1.5" 0.75" "' g' • • ,• rx .'��•••• 1f I ...Jeer astm C90 3/16"11W TAPCON 1.5" 0.75" ��'',',y•••4,PFtO��$,`5 3 THROUGHFRAME CONCRETE, m m m Z to MIN.COMPRESSIVE 3/16"ITW TAPCON 1.25" 2.5" < C STRENGTH OF 3000 PSI £O m v 2 1 Z i! 3 THREADS DWG#: e 18 GAUGE STEEL,MIN ry= 810 TEK SCREW PENETRATION 0.75" Y K K147 33 ksi BEYOND METAL r SHEET: 2 OF 12 YKK a p Quality inspires IxANCHOR. CHOR. 3.738 NISTA0N ANOICIC YE 7680 The BIWA Su De ISO ENTIAl 5CE AOA 2AI. 5=1.%, Aueteil,6A 30168 n PH'.(678)838-6000 x6060 -ML=Mir ZfALY V A, V ;:ye 7 a 0 PO 1E1 GG :. /A: /2/ r- I m:- i'< ,,Q z .1cDamOMINLAXIS om• ilii' U U, _ 2 <2 o<= 1 I N G5. VI m< ^ 1 I FM)HEAD t ---� •�I n VENT HEAD® y�1 n H Z<<I ! R O I. Si C NC Z Sm Ci OVERALL I.G.THICKNESS: Ui < O ui O a SEE GLAZING DETAIL i 1.00" S K rn r, id. / __ SEE GLAZING DETAIL I', d en CI-, / . LIII ' ,, r�'�`( _ L1 0 o.e"CLASS BRE hI f I 0 ) m L ,>,,.:.,:<.;: 1 ^�� ' .i iriJ i Z i 2.800 0 Q ..422 0.437 = I GLAZING SEALAHf, O V) TRENCO TRENSILH/ Z LL _ 5.930 W 0.423 1.000 0.437 600 SILICON ' � 0 1 0.350 NOTE: v, ~ 3.728 GLASS SHALL MEET THE REQUIREMENTS I-A 1 OF ASTM E 1300 GLASS CHARTS. ' U I SEE GLAZING DETAIL W -- LL n o '`�` i GLAZING DETAIL I No �1 • , —{ g; SEE GLAZING DETAIL PE5-7124 o O 0 .4 Z \li 751 t j, • N F ]H '-&-- i" FIXED SILL !iUiu'I Y 'Il VENT 9L1 O + O• �.Niiii ^�. E. 7 " • dd 1 O C3V , ,-,;•:.::,..e .:df I07-1O'!CS..1 0. i? , _ I `sum.siwrrt• �� /�// / I/// "411 ////// /////�/ �;,0�//f �MAWS. dJl . .TTP /AZ," R ,`, / !�i '/ i.:viz iY!/if///A �� /!/ / :4/!///////NA14 ,�,, F ‘ _. E A CHOC DISTANCE MIN.EWE DISTANCE 1�1 It Q SEE ANCHOR SNCEDDIE. SFE ANCHOR SMNT O�IRE, W m m m z J V) NAM 2 SNEET 'a' 3.738 SEE ANC1100 SCHEDULE. �OXXO, OXO, OX WITH SILL DAM EXTENSION n o v= Z DWG#: e w YKK147 ; SHEET: 6 OF 12 BUILDING DROPS/\ 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop OFFICE COP Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of YKK AP America Residential StyleView Single Hung Window (Non-impact) for Florida Product Approval FL# FL8114 Report No. 3761 Current Florida Building Code Method: 1 —A (Certification) Category: Windows Sub — Category: Single Hung Product: StyleView Single Hung Material: PVC Product Dimensions: See installation instructions, YKK123 Prepared For: YKK AP America Residential 7680 The Bluffs, Suite 100 Austell, GA 30168 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer# 73778 ..... •••r. •,.,,O�F Date: 06/04/2015 Contents: Evaluation Report Pages 1 —3 _= *"7�N\QS`E�▪ T▪ �SF. #O*' _ •Digitally signed by Hermes F.Norero,P.E. �0` °t•- •P,• <v�;� ReReason:I am approving this document � css`sS ..•.•.•.•. �G N`� Date:2015.06.24 18:30:24-04'00' �ONA�orero Hermesr!Norero, P.E. Florida No. 73778 )Ly►c vIcvv V►► Il4lc I :LH IIJ. VVII ►UVVV 1S DEPICTED IS THE USED FOR PRODUCT ;HORS WITHIN A :TED LOCATION IN THE GENERAL NOTES: I-CONSIDERATION OF UMULATIVE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS G USE#8 WOOD SCREWS BEEN EVALUATED ACCORDING TO THE FOLLOWING: IEVE 3/4 INCH MINIMUM • AAMA/WDMA/CSA 101/I.S.2/A440-05 TABLE OF CONTENTS 2. ADEQUACY OF THE EXISTING STRUCTURAL SHEET SHEET DESCRIPTION SE#8 PAN HEAD SCREWS CONCRETE/MASONRY,2X FRAMING AND METAL STUD NGTH TO ACHIEVE A FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE 1 INSTALLATION(GENERAL NOTES BEYOND METAL FRAME OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 2 ELEVATION d ANCHOR SCHEDULE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 VERTICAL SECTION di GLAZING DETAIL INSTALLATION. ANCE EXCLUDE WALL 4 HORIZONTAL SECTION TO STUCCO,FOAM,BRICK 3. 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ED HARDWARE MUST BE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF IAL OR HAVE A INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC kLLED IN ACCORDANCE AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC ,LLATION INSTRUCTIONS, SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE UBSTRATES WITH FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED TRENGTH SPECIFIED BY ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC MISSILE DOCUMENTS FOR USE WITH THIS DOCUMENT. CONFIGURATION DESIGN PRESSURE MAXIMUM SIZE RATA PRODUCTS HEREIN ARE 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS THE FOLLOWING PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. O/X +50/-50 PSF 47.5" x 71.5" NON-IMI Y OF 0.55. 6. WINDOW FRAME MATERIAL:PVC DF 33 KSI. MINIMUM 18 7. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: X:OPERABLE PANEL 0:FIXED PANEL 8. GLAZING MEETS ASTM E1300 REQUIREMENTS,SEE SHEET 3 FOR GLAZING DETAILS. 4 0 0 0 7 3� a .,. 0 o a a a _ ANCHOR SCHEDULE e/4+11/113I I FW/4+11,16 " MIN. E I I \ a METHOD SUBSTRATE ANCHOR MIN. EMBEDMENT DISTAI / I I A / MIN. S.G. = 0.55 WOOD #8 WOOD SCREW 1.5" 0.7E \, O / El NAIL FIN 18 GAUGE STEEL, MIN #8 PAN HEAD 3 THREADS ® fy = 33 ksi SCREW PENETRATION BEYOND METAL 0.7E _._.__. _. \ /, 5E ) \ ` / a \ / 0 \ / a V" / p o 0 0 \ . D.L.O. 31/0 ELEVATION S In1►C�LIZr" I-1-uN Gj FL 15c) 81, At * each Blvd.BUILDING DROPS 398 EastDania6Suite 3 8 OFFICE COPY Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@ buildingdrops.com Product Evaluation Report of YKK AP America Residential StyleView Single Hung Window (Non-Impact) for Florida Product Approval FL# FL 15081 Report No. 3780 Current Florida Building Code Method: 1 — A (Certificate Method) Category: Windows Sub — Category: Single Hung Product: StyleView Single Hung Window Material: PVC Product Dimensions: See installation instructions, YKK142 Prepared For: YKK AP America Residential 7680 The Bluffs, Suite 100 Austell, GA 30168 Prepared by: �����►""'��i�, Hermes F. Norero, P.E. %.•`• S F. • /'', Florida Professional Engineer#73778 � (e./CLc<p 1", Date: 06/10/2015 '• '• \ . O 1 Contents: * * Evaluation Report Pages 1 —3 � :T•T • Digitally signed by Hermes F Norero,P.E. . Q • '1•- pP;'. <v� Reason:I am approving this document '.��c<S,s......••''•sG���`� Date:2015.06.3013:04:09-0400 H41451P.1/444e mot. FIoMf A'f .')3778 INSTALLATION NOTES: Y K K AP RESIDENTIAL YK K a p Quality 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Inspires Style View Single Hung Window YKK AP AMERICA RESIDENTIAL 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE 1680 the Bluffs.suite 105 MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT Awrell,GA 30166 INSTALLATION. PM:f67eJ R38-6000,c6060 tn Z.1 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A m TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE GENERAL NOTES: O ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF Z TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND w HA j m C INSTALLATION ANCHOR TO THE NEXT. MANUFACTURED TO COMPLY WITH THE CURRENT EDITION p, a m M FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS W W =✓i k 4.FOR INSTALLATION INTO WOOD FRAMING USE 1110 WOOD BEEN EVALUATED ACCORDING TO THE FOLLOWING: V �` SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM • AAMA/WDMA/CSA 101/1.5.2/A440-05 ,n N Z w U EMBEDMENT INTO WOOD SUBSTRATE. N OO T 2"�°jw a, r m H S. FOR INSTALLATION INTO METAL STUD USE 410 TEK SCREWS 2. ADEQUACY OF THE EXISTING STRUCTURAL .4 Z THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A CONCRETE/MASONRY,2X FRAMING AND METAL STUD t LU H 0 z MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE W ~vJ d m U.CI b., SUBSTRATE. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT Z LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE " a!=1 m i R 6. FOR INSTALLATION THROUGH 11 BUCK TO CONCRETE/MASONRY, ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF TABLE OF CONTENTS OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH INSTALLATION. W DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 SHEET SHEET DESCRIPTION H 1/4 INCH MINIMUM EMBEDMENT. 3.2%BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED n TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK 1 INSTALLATION d GENERAL NOTES 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 2 ELEVATION d ANCHOR SCHEDULE m FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF VENEER,AND SIDING. INSTALLATION. 3 VERTICAL SECTION&GLAZING DETAILS 1.1) 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND 4 HORIZONTAL SECTION Z MADE OF CORROSION RESISTANT MATERIAL OR HAVE A MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. 0 CORROSION RESISTANT COATING. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM Z THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER I"'I O 10.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR I.1) INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 1•'4 U. IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR ppLL JOINT INTO FACE SHELL OF BLOCK. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS y PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. LU al, 11.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE _ WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. WINDOW FRAME MATERIAL:PVC - - --- jE AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH UNIT DIMENSIONS ,� STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY 6. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: THE ANCHOR MANUFACTURER. X:OPERABLE PANEL CONFIGURATION DESIGN PRESSURE MAXIMUM SIZE MISSILE IMPACT 0:FIXED PANEL RATING $' 12.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE C) i BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 7. GLAZING SHALL MEET ASTM E1300 REQUIREMENTS,SEE SHEET i 16ll I IN„ 6 A. PROPERTIES: MINIMUM SPECIFIC GRAVITY OF 0.55. 3 FOR GLAZING DETAILS, O/X .35/-35 PSF 48.99"X 72" NOT RATED ,``SN%O••*•ei-3.1,N P B. STEEL-MINIMUM YIELD STRENGTH OF 33 K51.MINIMUM 18 tQ GA.WALL THICKNESS. 7$�y B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ` ••• N d' i C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE O/X .35/-35 PSF 52"X 62" NOT RATED • •1g E W N,TYPE 1(OR GREATER)WITH MINIMUM COMPRESSIVE 1- �i H $ STRENGTH OF 2000 PSI. y;••�` ....../... S day.. •' i ,'•,/, *PCO`N eJ•ee 1‘" T 1n.. U CO Z J V) • p J 5,LL- ''C F r a o LI 2 I Z iDigitally signed by Hermes F Norero,P.E. DWG#: Reason:I am approving this document YKK142 •[ Date:2015.06.3013:03:06-04'00' SHEET: 1 OF 4 YKK ap rnspi1y Q. FW YKK AP AMERICA RESIDENTIAL 4" MAX 12"00" 4" 7660 TM Bluff..SON100 I AWr.u,HA.30166 tO - - PH:(676)638-6000 A6060 P N / W *. t 3 co g2, O m T \ O/ W 2 Hg, \ O / o ww a� LL J \• 3 / ,Z p<= \ /. m N M m o r w oZ 2� 4 \ / ANCHOR SCHEDULE 135 W < m.< t O F \ / METHOD SUBSTRATE ANCHOR MIN.EMBEDMENT DISTANCLtiE v '\ /' DISTANCE �+ rQn a B '\ / 0. . MIN.S.G.•0.55 WOOD N10 WOOD SCREW 1.5" 75" 3THREADS \ / Through 18 GAUGE STEEL,MIN fy•33 ksi Y10 TEK SCREW PENETRATION 0.75" Q 3 Frame BEYOND METAL — Fw/4+(11/1s \ / Flu/4+1',/16•' /rJI I I a W CONCRETE,MW fc•3000 psi 3/18"ffW TAPCON 1.26' 2.5" >, + m C. ---- \ + , CMU per ASTM C80 3/18"I7W TAPCON 1.25" 2.5" to ID \ e g / Z \ / \ 0 \ / + —INDICATES LOCK LOCATION 1.4 O \ / FW<36" ONE LOCK (CENTER) H v) • \ / FW>36" TWO LOCK (FW/4-11/16) > Ec a \ / UJ w LL C3 I / \ / 2 \ / O A O \ / .n `\A .1 III •,,,,' / V ``k'�° is 21..74,'t • I 3 1/16" DLO LL :,�j` i e � g 3 1/16" N e Is ELEVATION lii �p V • DWG#: 1 YKK142 SHEET: 2 OF 4 R.5}}12. K.00V& r L., I-t 7 1, R R W Building Consultants, Inc. OFFICE COPY BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-I'347.9 Date: September 25, 2017 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Opaque Fiberglass Doors Exterior Swinging Exterior Door 5200 W.Century Blvd. Singles Doors Assemblies Los Angeles,CA w/or wlout Sidelites Phone 440.969.9773 Inswing I Outswing-"Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F.Schmidt, P.E. (System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-17347.9 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390860 AAMA/WDMA/CSA101/I.S.2/A440-08 Testing Evaluation Lab.,Inc. V. K.Wright TEL 05-1126-1 101 I.S.2/NAFS-02 Testing Evaluation Lab.,Inc. Wendell Haney, P.E. TEL 01390617 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V. K.Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton, P.E. TEL 01391248 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright 2. Drawing No. Prepared by Signed&Sealed by No. FL-17347.9 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc. is manufacturing products , within a quality assurance program that complies with ISO/IEC 17020 and ♦♦� F•SCHti1/D"ice Guide 53. ``.• ,C G E N s..1 ,' •• No •4.;1.19 y • •• *- • STATE OF , 111. / Q R 10:P,' S .Zi" Lyndon F.Schmidt,P.E. tS �, 1:4 ,1` FL PE No.43409 C 10 A4�11%♦ 9/25/2017 Sheet 1 of 1 =_ =z N plastpro 01144 ill,441,4 1 * 3 ._ a 5200 W. CENTURY BLVD. - ,�. A�•�'~ D i 1S'MAX.OVERALL FRAME WIDTH ���•. O`' <' O1 ro o m w LOS ANGELES, CA 90045 37.25'MAX. --�{ 37.5'MAX. 5>.; FRAME WIDTH I I FRAME WIDTH'1 '�i •t�` z m d r _ 7jI111 1111\�. o N z m U N .. N. t 9 Z D 2 U 4 OPAQUE FIBERGLASS DOORS ® ® e Ern o m .. m N a Vlg CO.tm ch SINGLES N IN c Z maa4 = W Y « 4 G C w/ or w/o SIDELITES ( ° IUxU 0 o Ta INSWING/OUTSWING ri >_ 0� ' z O c.DO GENERAL NOTES "NON-IMPACT" m _o oz 1. This product has been evaluated and is in compliance with the 6th Edition(2017) ! 1 a� J <z a Florida Building Code(FBC)structural requirements excluding the"High Velocity is-I I-- --a I-is w.,, i a Hurricane Zone"(HVHZ). I. sW V, W0 2. Product anchors shah be as listed and spaced as shown on details.Anchor G o E embedment to base material shall be beyond wall dressing or stucco. 0 C - o a a a -I 0 a a a 3. When used in areas requiring wind borne debris protection,this product is 011 11LI o paI required to be protected with an impact resistant covering that complies with -,-i m kg required Sections 1609.1.2&R301.2.1.2. 00 00X 00 4. For 2x stud framing construction,anchoring of these units shall be the same as -.7.._ that shown for 2x buck masonry construction. 2 X OX XO 4$ ,,, 5. Site conditions that deviate from the details of this drawing require further W W z engineering analysis by a licensed engineer or registered architect. tce a TABLE OF CONTENTS 2 2 SHEET# DESCRIPTION MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) o 1 Typical elevations,design pressures&general notes JAMB CONFIGURATION FRAME INSWING OUTSWING >j 8 2 Door panel details DIMENSION REINFORCEMENT ^n POSITIVE NEGATIVE POSITIVE NEGATIVE a 3 Sidelite panel details X 37.5"x 82.0" N/A +60.0 -65.0 +60.0 -60.0 +ELI z 4 Elevations ''+ao j - 5 Horizontal cross sections 74.75"x 82.0" N/A +47.0 -47.0 +47.0 -47.0 ^o 6 Horizontal&Vertical Cross Sections(2X Buck) 7 Horizontal&Vertical Cross Sections(1X Buck) OX/XO 75.5"x 82.0" lx +47.0 -47.0 +47.0 -47.0 a'z S ' 8 Horizontal&Vertical Cross Sections(Direct to Masonry) 76.25"x 82.0" 2X +47.0 -47.0 +47.0 -47.0 DATE:10/08/14 i 3 9 Vertical Cross Sections(Thresholds) 112.0"x 82.0" N/A +47.0 -47.0 +47.0 -47.0 SCALE: N.T.S. 9 10 Horizontal&Vertical Cross Sections(Direct to Masonry) D. -By JK 3 S. 11 Buck anchoring OXO 113.5"x 82.0" 1 X +47.0 -47.0 +47.0 -47.0 CHK.BY LES 3 P: 12 Frame anchoring&hardware details 115.0"x 82.0" 2X +47.0 -47.0 +47.0 -47.0 DRAWING No.: Ci 4 13 Lite frame glazing details FL-17347.9 b 14 Bill of materials and components a rip SHEET 1 a 14 1 R1bDents\Plastpro.Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\[-Drawings\FL-17347 6TH ED(2017)\FL-17347.9-10.dwg,91 EMB.(TYP.) EMB.(TYP.( , • .' 0 i , . (1) • .• ,, •31r=0, 1, ,-- s It o . 11( •o SII m s'! O 0 1 0 0 Z . • *� 0 - 1-1/4"MN. EMB.(TYP.) 1-1/4"ANN. 0 EMB.(TYP.J 0 © " ii 0 (1) ' .'Iiir'—!, rr,,,p. ! • • - Ili • i N � A im 2_,„„ 1 .„, - iii m • i. r / ! CO . .' :_i,11111:k 0 I 01 O -N Z m • a4 = eW Via® gA Q 0 A itan s..fl. 0 ,,,,,,g III,,,,,,, 0 *0''''''=? =_.;1No.42409 1-1/4"MIN. 1.. _*: * :*E EMB.(TYP.( LG f7 • _ x 9 4 9 E PRODUCT: Documents Pr.pored Br:� *PD=ur F r __ PLASTPRO IND Lyndon F. Scnmiet '��i��••••••'•R •:•'• ` I10 — 8 Z\ FIBERGLASS DOOR P.E./E. NO. 43409 ''i "'Milt" AL `` w ` y 4 2 7/27/17 UPDATE TO BIN ED. (2017) FSC JK PART OR ASSEMBLY: 14/..BUILDING CONSULTANTS. INC. lV � ` to 1 04/14/15 UPDATE TO 5TH ED. (2014) FEC .1K VERTICAL CROSS e/�{ry P.O. Box 230. Volrico, FL 33595 -8 ro 4. NO DATE BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 O 2016 R.W.BUILDING CONaULTANre INC. MAX. L 7 MAX. E= MAX. . ....t n j U M © 4$ 125" 0 7M r- L. ao 7' 77. : • l� * 3 :Z��3 MIN. © 7 I MIN. �� s4t''�O`i-" o m ;,-,2 _-- -is Imo aN .. F.,1, F mg ME �� f 0 j CO0 O O \ 0 V Ei 9doa d 1 j j 0 0 `\ O INTERIOR N Y 4 v m a t e / / � � � o © r:w \ SEE NOTE 2 r EXTERIOR INTERIOR \ a / EXTERIOR / INTERIOR EXTERIOR \ ,"?, \ INTERIOR >- VERTICAL CROSS SECTION VERTICAL CROSS SECTION \ � 1 Shown Direct to Masonry ®' Shown Direct to Masonry a VERTICAL CROSS SECTION z$ kc?. Outswing only w/4-9/16 jamb Outswing only w/6-9/16'jamb 1 Shown Died to Masonry Single door only(N/A W/SIdelites) Outswing only w/6-9/16"jamb EXTERIOR O 0 0 in J ^'I� 1.Spacing for Item L:6"from each end and 3 more SEE NOTE 1 L 1-1/4"MIN. &',,, 0o 6 equally spaced along*leilte jamb(5 total). EMB.(TYP•) a m N HORIZONTAL CROSS SECTION 00 i2.Spacing for item L 0 head&sill:6"from each end,I® 0Shown Direct to Masonry a E centerline,2 additional at 3"&4.5"from end adjacent Outswing ony w/6-9/16 Jamb & a t^ S to door. 0 0 0 0 0 0 0 0 Eq »� III AIN Illia I MI e IV lin INTERIOR eo 1111111111 0 4 %MEE i °° lNIFJtlOR ... g I I �� 88 Z 10: !! 40©„otr,:,,,\ ��1 1/4MIN. © c' �. \N \ .;•,, -8EMB.(TYP. �\\\ iill ., ,,..., `0 5, EXTERIOR 0 N- 6 Z° � 1-1/4”MIN. 1-1/4"MIN. 0 1-1/4"MIN. sir 10/08/14 i zEMB.(TYP.) EMB.(TYP.) EMB.(TYP.) SE". N.T.S.N.7.S. & fi)HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SECTION owo.e+: JK 03®HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Shown Direct to MasonryI Shown Direct to Masonry cox FIT LFS I Shown Direct to Maso 0Shown Direct to MasonOutswing onlyw!6-9/16"'iamb Outswing only w/4 9/16 Jamb Outswing only w/49/16yjamb Outswing only w/6 9/16jamb 7347.9 0 Single door only(N/A W/Sidefltes) Single door only(N/A W/Sidefites) bSHEET jQ or 14 '{7 • ' RAbients\Plastpro,Inc PERMANENTIA-Ronda Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-173479-U1dw 13.1 65.88"MAX.LIGHT FRAME HEIGHT { ac 63.13 MAX 01.0.HEIGT 1/I } ac I • X 0 • ON N r r- W A $r. 5- • 4t 0 / / F - 1 IDs \N -1 1---t6s f F`� —I� F 6s 9 127s o.c. il�� f x o c O m ; > og ® 1-+1.75"1 A y ,� A ® �ii � li 8 C) C .__ S is O o --I 1--057' Ak p y 65.88'MAX FRAME HEIGHT 4 v 63 MAX FRAME HEIGHT I_ N 1 0.x Ft- ca As >o 1 x I I _l-`fl Os 3.?S',TYP., ,A 3 / a 12.75"o.c. (TYP J (TYP.) cA at x III K X MZ o E ® �1.7s� ,,,,,,II„,,,, F•g 4o •!•';;tee;•.•r T72 *=ir No.,3,D9 :*• ,Fs 2f ' _ PRODUCT:PLASTPRO ND Docum.nt.Pr.po..d 9y- ...., j FIBERGLASS (DOOR PLYEtl No.F.43409 Schmidt ..::.• •••' `,$' IqI 8 - , ` y m 2 7/27/17 UPDATE TO 6TH ED. (2017)FBC JK PART OR ASSEMBLY: �,� BUILDING CONSULTANTS.I INCll . x VI 04/14/13 UPDATE 7D STH ED. (2014)FBC JK ✓ P.O. Boo 230. Volrleo, FL 33595 Co a NO DATE BY LITE FRAME Phone No.: 813.659.9197 REVISIONS GLAZING DETAILS FBPE C.A. No. 9813 0 201 4 R.W.BUILDING CONSULTANT.INC. 141TC kt DocsrL av Z75 Ft— 173L"1, 3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry OFFICE COP Y C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-17397.3 Date: September 25,2017 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Glazed Fiberglass Doors Exterior Swinging Exterior Door 5200 W.Century Blvd. Singles Doors Los Angeles,CA wl or wlout Sidelites Assemblies 9 Phone 440.969.9773 Inswing/Outswing-"Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F. Schmidt, P.E. (System ID#1998)for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business& Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-17347.3 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390410 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V. K. Wright TEL 01390454 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V. K.Wright TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01391119 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V. K. Wright HTML 0339-0820-03 ASTM E330-02, E331-00 Hurricane Test Laboratory V. J. Abraham TEL 01391120 TAS 201, 202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton, P.E. 2. Drawing No. Prepared by Signed&Sealed by No. FL-17347.3 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation iss(ed by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. SCHMiefils IV'vC,ENSF• No 43409 tL� STATE OF :�� 1.a •. �, • it • OR 01.-6\?� Lyndon F.Schmidt,P.E. Sheet 1 of 1 1 f, 1• ...... NY t. �`,, FL PE 43409 9/25/2017 •p R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-17347.2 Date: September 25,2017 Product Category Sub -tegory Manufacturer Product Name Plastpro Inc. Glazed Fiberglass Doors Exterior Swingi Exterior D.•r 5200 W.Century Blvd. Doubles Doors Assemblies Los Angeles,CA w/or wlout Sidelites Phone 440.969.9773 Inswing/Outswing-"Non-Impact" Scope: Product Evaluatio report issued by R W Building Consultants, Inc. : Lyndon F. Schmidt, P.E. (System ID#1998)for Plastpro Inc., base. •n Rule Chapter No.61G20-3, Method 1D o he State of Florida Product Approval, Department of Business& Professio .1 Regulation. RW Building Consultants :nd Lyndon F. Schmidt, P.E. do n. have nor will acquire financial interest in the company manufacturing or distributin. he product or in any other e ty involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in co •fiance with the 6t' Edition(2017)Florida Building Code structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as sh•wn on d tails.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protectio• this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction, anchoring of these u s sha be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of dra ing FL-17 .7.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.2 for size and design press,re limitations. Supporting Documents: 1. Test Report No. Test Standard Testin..Laboratory Signed by TEL 01391144 ASTM E330-02, . 31-00 Testing • aluation Lab.,lnc. V. K. Wright TEL 01390244 ASTM E330-02, ' 331-00 Testing Ev. uation Lab.,Inc. V. K.Wright TEL 01390410 ASTM E330-02 E331-00 Testing Eval -tion Lab.,lnc. V. K.Wright TEL 01391120 TAS 201,202 : 203-94 Testing Evalua •n Lab.,Inc. William B.Shelton, P.E. TEL 01391248 ASTM E330-I', E331-00 Testing Evaluatio ab.,lnc. V. K.Wright 2. Drawing No. Pre•ared b Signed&Sealed by No. FL-17347.2 RW Buildi • Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Pre'are. b Signed&Sealed by Anchoring RW Buil ring Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by ational Accreditation and Management Institute, certifying that ' .stpro Inc. is manufacturing products ,,`��111111/1��, within a quality assurance program that complies with ISO/IEC 17020 and ` �� c•SC Guide 53 HM! ,, * • • No 43409 • A. • 1' STATE •` ••_0'. 1 O n t •'••�� ;Lyndon F.Schmidt,P.E. Il� et, .s• FL PE No.43409 9/25/2017 Sheet 1 of 1 plastpro m..„ n L a�� J^ _U:� < 4E �i 2� a m 5200 W. CENTURY BLVD. ,7.N Z A� � 115'MAX.OVERALL FRAME WIDTHCO` LOS ANGELES, CA 90045 'ill j.•• 5, L 37.25"MAX. 37.5'MAX. '��� / .. c . ����� � ,"�01 ! FRAME WIDTH~I I`FRAME WIDTH- \ z o r . __- -- . .- " - ,,111111 iiPo``` Ono Z LL GLAZED FIBERGLASS DOORS J I o Em =m cilLO OJ CW SINGLES \\ " a °" ' t �. y LL a m a a a w/ or w/o SIDELITES _ E OZ = I Z i a a INSWING / OUTSWING �3 o X 0 ^ N O .? >55 O C C O "NON-IMPACT" o 0 a o o? GENERAL NOTES a ..• ?o z w ow o z 1. This product has been evaluated and is in compliance with the 6th Edition(2017) o_ a Florida Building Code(FBC)structural requirements excluding the"High Velocity vU M SD: ,., w Hurricane Zone"(HVHZ). am N -,w o - a �o cr 2. Product anchors shall be as listed and spaced as shown on details.Anchor 5^ -i- 1.5" ? a W embedment to base material shall be beyond wall dressing or stucco. o a a E a a = 3. When used in areas requiring wind borne debris protection,this product is _ m Y, required to be protected with an impact resistant covering that complies with m FBC Sections 1609.1.2&R301.2.1.2. g 4. For 2x stud framing construction,anchoring of these units shall be the same as x ox x o ` that shown for 2x buck masonry construction. •o / • o 0 N in a 5. Site conditions that deviate from the details of this drawing require further i i w w z engineering analysis by a licensed engineer or registered architect. - c' TABLE OF CONTENTS X OX XO o 0 ° SHEEN DESCRIPTION w 1 Typical elevations,design pressures&general notes S 2 Door&Sidelite panel details 3 Lite frame glazing details ^ i 4 ElevationsN MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) T3- p E 5 Horizontal cross sections JAMB Buck) INSWING OUTSWING ^o 6 Horizontal&Vertical Cross Sections( CONFIGURATION FRAME i REINFORCEMENT O G 7 Horizontal&Vertical Cross Sections(1X Buck) DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE -z D iB Horizontal&Vertical Cross Sections(Direct to Masonry) X 37.5"x 98.0" N/A +47.0 -47.0 +47.0 -47.0 DATE:10/08/14 T f 9 Vertical Cross Sections(Thresholds) 74.75"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 SCALE: N.T.S. 0 t. 10 Horizontal&Vertical Cross Sections(Direct to Masonry) OX/XO --- DWc.EN: JK 5 11 Buck anchoring 76.25"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 CHK B LFS 12 Frame anchoring&hardware details 112.0"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 DRAWING NO.: 13 Bill of materials and components OXO v 115.0"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 FL-17347.3 0 SHEET 1 OF 13 N o R1Oimts\Ptastpro,Inc PERMANENT\A-Rorida Product Approvals\FL-17347 Fiberglass Door-Impact-nanimpact\C-Drawings\R.-17347 6TH ED(2017AR-4734731Aeg,33 - 82.13"MAX.O.A.FRAME HEIGHT et I- 79.13"MAX.D.LO.HEIGHT 1 \I , • . . . • . • J jO = m m e • • • . • \ • \—T I e.:/� � 6.S L 9.875"MAX I: -- -,,-,�j/ i. (TYP) ON CENTER m x it O x A p1 0. Q D . n m G)m A A N N n O O Z O o 0 � [---1.75.--1 G O rn Y' • ® II Z .S `.,---.-,�'r o .- (� �..., _ • T ___I f--0.57" x O 81.75 MAX.LIGHT N ^� FRAME HEIGHT 0 SS L r 78.75'MAX.D.LO.HEIGHT 1z es x O N b I A I't I. e 1______ I --i L__325' 1 �'; a f 10.75 O.C.(TYP.) (m 1 w 0. �w i x � < m DX A" Yo p 1.75--{ M I 1 4 ``) `\\uuuN4,�MSO rr �N‘‘‘%*•$ ', OSS":� V.•' •.1 G/ Z• •f No.43409 7ec_,? Q PRODUCT: Documents Prepared By:1 ernrs�r g rTl. E ^ PLASTPRO INC Lyndon F. Schmidt ���, •••.•'• ! ••'• ���` .°R. O FTBERGIASS DOOR P.E. No. 43409 �-.„,Iowa. ‘Vt‘ v m�K '/ff1�111O $ ? r_, ? co 2 7/27/17 UPDATE TO 6TH ED. (2017) FTC JK PART OR ASSEMBLY: J V�A!BUILDING CONSULTANTS. INC. Iv sn N to 1 04/14/15 UPDATE TO 5TH ED. (2014) FTC JK LITE FRAME YY P.O. Box 230, Voirlco, FL 33595 L-; + NO DATE GLAZING DETAILS Phone No.: 813.659.9197 REVISIONS _ F73PE C.A. No. 9813 0 20,4 R.W.BUILDING CONSULTANT.IND. • R10ients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(20171\FL-173473-4.dwg,93 1-1/4'MIN. ' 1-1/4M 'M . EMB.(TYP.) EMB( ) i , . 0 ;,53; Ifo .. IFT, o I1 � I0 i In co .."... ° •1411--", .1-1W......_r__ kb, 'P- ni T 1111,1 O NR A o en to, Q O Z • 0 0 0 — 1-1/4'MIN. EMB(TYP.) I-1 fir 0 I EMB. .) 0 0 3 T . • ��� m 1 IMI 2 Zp 912 5 co up j 4.4 tea 44/ • Cil 0 rn '. lift . Via, _ 0 1 00 A aN Z '4 ° • o§R .ow i0 bA p 0 0 I I , �\ O 0 �! �•' T 1-1/4"MIN. G *: No.43408* •* EMB.(IYP.) 9 t6 4 PRODUCT: Documents Prepared Bre; PLASTPRO INC Lyndon F. Schmidt *ice ••RCD'•' i I 1 R O FIBERGLASS DOOR P.E. No. 43409 'I,, 1 ,,' I.' 11 u L `" R v r- , to 2 %174/17 15 UPDATE TO 6TH ED.E TO 5TH ED. (2014) FBC JK FEC .1K PART OR ASSEMBLY: Nig/BUILDING CONSULTANTS, INC. VERTICAL CROSS P.O.Jl�(�)/ Boo 230, valuta, FL 33595 Iw w NO DATE BY SECTIONS (THRESHOLDS) Phone No.: 613.659.9197 REVISIONS FBPE C.A. No. 9813 0 901 b R.W.BUILDING CONSULTANTS INC. 4 9/16"JAMB O DIRECT E TO ET MASONRY JAMB(TYP.) ��%%%%1 *^1'''��•i (TYP)�i F-- --1 -- (TY)�I I~10) .:: .'IQ'IIWWW' _P 4"(TYP.) p n — ( ( ( ( ( _i * s 4'w 7 .� om _ i�Y : ` .,6,0;,,,11 O2XBUCK O2XBUCK 6-9/16"© — :.- --i�� ..•... ...•- `��� j jna — ©1X BUCK — % - — JAMB i'��,,'Nn"�5��```‘ o^mI ODIRECT TO O 1X BUCK DIRECT TO c a MASONRY DIRECT TO MASONRY Y a x 6 d HEAD&JAMBS — O MASONRY— JAMB(FTP.) _ $ E., Z n u Lc (TYP.) HEAD&JAMBS (SEE SHEET 10) \ 4 4 s i m a a` (TYP.) N : 4 — 0 9/16"JAMB_ _ ——T 6 ® ©DRECT TO I o`z g 06-9/16"JAMB ' OBACK-TO BACK R'i , O 1MASONRYRo° 3 a DI' TO MASONRY _ JAMBS — ■ M _JAMB(TYP.) O w/REINF. 1 ° 0 2X2X BUCK(SEE SHEET 10) _ (TP► — _ V — SILL(TYP.) — _ U '� c�$ i a ADA SILL ONLY ADA SILL O SILL(TYP.) Y I ® zo z o m — — O ° g 3 ) I I (— u1rHANocEAaoLrcerAlLs o f 1 w X 4"(TYP.)-�— XO/OX DIRECT TO O o o 4,1 _� 3^(TYp,) O MASONRY SEE HINGE u i 1 X BUCK DETAIL 1 ► ) 1 ( ) ( ( ) 2X BUCK m ■ . O 2X REINF. O2X BUCK — O 1 ;r►O 'o E. UCK "DIRECT BO 0:ACK-TO-BACK 6-9/1C N z ".1, — MASONRY 0 w/RE NF. — JAMB © —DIRECT TO HINGE DETAIL I 0 a B 8 N HEAD&JAMBS d m P•) FYP') MASONRY DIRECT TO e �' JAMB(TYP.) — ©MASONRY c'$ e Q (SEE SHEET 10) ' ID 0 IX BUCK T SEE HINGE 2X BUCK t DETAIL 2 7,' O 2X REINKEz ill 4 SILL(TYP.) U 1111ei -• _ _ .-- _ i ADA SILL 0 SILL(TYP.) a^z o DATE:10/08/14 = 0 0 HINGE DETAIL 2 =ALE: N.T.S. ° ► 11 i I I ( DWG.Eft JK m HINGE JAMB cm rt LYS 3 HARDWARE DETAILS FL S FRAME ANCHORING 4 FL-1I 7347.3 "I sNEcr or 13 N 0 i d 1.5" g MAX. -%...•t% ice% E 1 L MAX. 2. z 1.5" _ n • �! _1.25" 0 .-u8 ai r MIN. F r _ * e Z�� 0 • . _ MN. 0 �iu L._ • OY, Z° s @' � 6 a • .• O • • :1Y J U of n 0 O G? : 5 • • 0 yr"!s. O N I 1M `Y S laza j Q O \_ 0 INTERIOR \J ;,-1 o S o c a VV u '^+ mda`� j 0 0 \ 40 SEE NOTE 2 I r EXTERIOR INTERIOR \ a II EXTERIOR INTERIOR j EXTERIOR \ INTERIOR R \ IM IO VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERTICAL CROSSSECTION \ .\ Z)§c , Shown Direct to Masonry 0Shown Direct to Masonry. oo Outswing only w/4-9/16 jamb Ouhwing only w/6-9/16 jamb 0Shown Direct to Masonry. 5 Single door only(N/A W/&clothes) Outswing only w/6-9/16 jamb EXTERIOR &N J Aft-, 1.Spacin for Rem L:6"from each end and 5 more SEE NNOOTE 1 L I I-1©IN. v�� a �- g am `. e equally spaced along sideite jamb(7 total). EMB.(TYP.) 6 HORIZONTAL CROSS SECTION c o0 i 2.Spadng for item L RI head&sill:6"from each end,I 0Shown Direct to Masonry v centerline,2 additional at 3"&4S"from end adjacent Shown only w/6-9/16 Jamb o N € to door. a a i g O 0 O O • log O Co 0 0 N 44�. s h Rik INTERIORAlgi Ea AI 00 aiiiiin P 0 0 11111111111 1 -& MI INTERIOR IIItv B z '�I®��:�111E i& �� ��\®ice! © 0 o ©.. RR © © it as 1-1/4"MN. • 0 er�� >> i EMB.(TYP.) 111111W1\\\ \ \ 1 n 1 0 EXTERIOR 0 0 . & MIN EXTERIOR 0 <.,-Z U 1-1/4"MN. 1-1/4"MIN. 0 1-1/4"MIN. .10/08/14 i EMB.(TYP.) EMB.(TYP.) EMB.(TYP.) SCALE: N.T.S. HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DWG.rn: JK ra g. HORIZONTAL CROSS SECTION 0 Shown Direct to Masonry0Shown Direct to Masonry CHK or LFS ®i Shown Direct to Masonry • Outswi onlyw d Outswi onlyw/49/16 jamb 0 Shown Dirg ect to Masonry. mb Outswing only w/6-9/16lamb ng /6-9/16 Jamb on�wn+o„o,: 1 Single door only(N/A W/Sideites) Single ndoor only w(N/A W/16 Sidelites) FL-17347.3 ro b sNEEr�Q or 13 O •.Y 0 .d •1 FR.op r Poo 2 r--L 1W752 . 2.1 L. Roberto Lomas P.E. OFFICE CVineering Evaluation Report 233 W.Main St. Danville,VA 24541 Report No.: 511420E 434-688-0609 rIlomas@lrlomaspe.com Manufacturer: Nan Ya Plastics Corp. USA 8989 North Loop East Houston, TX 77029 Product Line: Series Neuma Classic In-swing and Out-swing Double Hinged Patio Door Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00873 revision C, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CTLA 1973W-2 signed and sealed by Ramesh Patel, P.E. Certified Testing Laboratories, Orlando, FL ASTM E330-02 Design pressure: +40.0psf/-50.0psf Water penetration resistance 5.25psf 3. Test report No.: CTLA 1973W-3 signed and sealed by Ramesh Patel, P.E. Certified Testing Laboratories, Orlando, FL ASTM E330-02 Design pressure: +50.0psf/-30.0psf Water penetration resistance 7.5psf 4. Test report No.: ETC-05-255-16777.1 signed and sealed by Joseph Labora Doldan P.E. ETC Laboratories, Rochester, NY(Cellular PVC Testing) Smoke density ASTM D2843 49.6% Rate of burning ASTM D635 Cl Self Ignition Temperature ASTM D1929 950°F Tensile Strength of unexposed samples ASTM D638 6,019psi Tensile strength of exposed samples ASTM D638 6,014psi 5. Anchor calculations, report number 511420-1, prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure inswing: +35.0psf/-50.0psf(Where water resistance is required) +40.0psf/-50.0psf(Where water resistance is not required) • Maximum design pressure outswing: +50.0psf/-30.0psf • Maximum unit size: 71 1/4"x 82 1/2" • Approved configurations: X and XX • Units must be glazed with per ASTM E 1300-04 refer to approval document for glazing options. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind borne debris regions. Installation: Units must be installed in accordance with approval document, 08-00873 revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which \�0\11111////,/ this report is being issued. Also, I don't have nor will acquire a financial interest in any \�\ R. L 0 /// other entity involved in the approval process of the listed product(s). � J� • • 21• 9 • • TAT 51 • * = • O F ••41 'AZ<:: :4'‘O R 10P G����� /4is"ONALIE?\\\ 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 11/05/2014 l REVISIONS REV DESCRIPTION DATE APPROVED 71 1/4" MAX. OVERALL FRAME WIDTH - 36 3/4" MAX. OVERALL A REVISED NOTES & GLAZING DETAIL 3/12/12 R.L. 4" MAX. — FRAME WIDTH B ADDED ANCHOR NOTE 05/29/12 R.L. 3" MAX. 4" MAX, f 4" MAX C ADDED EDGE DISTANCES __ __ 11/05/14 R.L. f 4" MAX 4" MAX _ CL y rL NOTES: I I I I I I + 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 4" MAX—- I 1 I � I - 4 f 2. WOODFRAMING MASONRYEMENTS F E OPENINGTO BE A NGDEE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 0 / 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 7— i 82 1/2" --�- SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR MAX. ENGINEER OF RECORD. 18 5/8" OVERALL 18 5/8" MAX. FRAME . UNITS MUST BE GLAZED PER ASTM E1300-04 WITH INSULATED GLASS 1/8" TEMPERED. MAX.. O.C. HEIGHT O.C. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE + _/ _ _ 4 -______i_ DEBRIS REGIONS. 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE 0 ^-. : / / 1 SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". i I 7. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE 40" 40" ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FROM - - FROM 8. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH , PANEL PANEL I FIX ACTIVE BOTTOM CTI BOTTOM TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9. ALL FASTENERS TO BE CORROSION RESISTANT. 4- 1_! p / _ -- _ 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 4" MAX L, I____ MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN I 1 L SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A, WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 SERIES NEUMA CLASSIC IN-SWING DOUBLE HINGED PATIO DOOR 4" MAX B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. EXTERIOR VIEW C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 11. FRAME JAMB AND HEAD MATERIAL: CO-EXTRUDED PVC FOAM 1 1/2" THICK. DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING I IMPACT RATING 12. FRAME SILL MATERIAL: CO-EXTRUDED PVC FOAM, 1 1/4" THICK INSWING AND 1 5/8" THICK OUTSWING, WITH ALUMINUM CLADDING .063" THICK. +35.0 PSF +40.0 PSF 13. DOOR PANEL AND SIDELITE MATERIAL: RIGID PVC SKIN .031" THICK OVER A PVC FOAM 50.0 PSF NONE 50.0 PSF 1 NONE CORE WITH WOOD REINFORCEMENTS. WHERE WATER RESISTANCE IS REQUIRED WHERE WATER RESISTANCE IS NOT REQUIRED 14. APPROVED CONFIGURATIONS: X AND XX INSWING AND OUTSWING. 15. MAXIMUM DOOR PANEL AND SIDELITE D.L.O.: 25" x 66". 16. HINGE LOCATIONS FROM BOTTOM OF PANEL UP: 10", 41" AND 73". 1" SIGNED: 11/06/2014 1/8" TEMP I. 1/8" TEMP EXTERIOR STAINLESS NAN YSTEEL 8989PLASTICS LOOpCORP. USA EAST `\\N\S RII�O / 11 SPACER TABLE OF CONTENTS HOUSTON, TX 77029 r•v�GENs•.tp'% SYSTEM 1/2" BITE INTERIOR SHEET NO SERIES NEUMA CLASSIC IN-SWING AND OUT-SWING *,• �I0 •6 •*--7.:1DESCRIPTION DOUBLE HINGED PATIO DOOR =Iv•{(k� �` � SILICONE 1 INSWING ELEVATIONS ANCHORING AND NOTES INSWING ELEVATIONS, ANCHORING AND NOTES $$TAT OF • BACK BEDDING 2 OUTSWING ELEVATIONS, ANCHORING AND HARDWARE '.:•-_,.0,,,..• p •t+� . GLAZING DETAIL DRAWN ow;, :o //Fs•CORIO••G\\�. ---- 3 - 4 INSWING INSTALLATION DETAILS 'SCALE H 08-00873 C 'PS./0.••••• ��`\`� 5 - 6 OUTSWING INSTALLATION DETAILSNTS I 10/26/09 I."` 1 OF 6 a lir 2X BUCK/WOOD FRAMING REVISIONS 1/2" MIN. BY OTHERS, 2X BUCK TO REV DESCRIPTION DATE APPROVED EDGE DISTANCE BE PROPERLY SECURED #10 WOOD SCREW 1 A REVISED NOTES & GLAZING DETAIL 3/12/12 R.L. B ADDED ANCHOR NOTE 05/29/12 R.L. ij1i1Id1i C ADDED EDGE DISTANCES 11/05/14 RBACKER ROD ANDAPPROVED SEALANT I/ 1 3/8" MIN. BY OTHERS �I•'!,'' EMBEDMENT Q 7j1 1 1/4" MAX. - SHIM a % 1 3/8" MIN. 1/4" MAX. L... EMBEDMENT Min SHIM RO`V INTERIOR 1111 1/2" MIN. .�i1,/ EDGE DISTANCE A I II''� Ifr41111N__ #10 WOOD SCREW I`� 111 AI � EXTERIOR 9 EXTERIOR INTERIOR 4- 2X BUCK/WOOD FRAMING =� 3 �� BY OTHERS, 2X BUCK TO BE PROPERLY SECURED ��ir ❑ BACKER ROD AND APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING INSTALLATION SILL TO BE SETINSWING DOOR SHOWN,INSWING SIDELITE SIMILAR IN BED OF .I T ❑ T #10 WOOD SCREW APPROVED 1j.pli�.` SEALANT /-:'r �IIra 2X BUCK/WOOD 1r �' �� 00�� FRAMING BY OTHERS, fff WILp M 2x BUCK TO be ppp� pp ppm SIGNED: 11/06/2014 PROPERLY SECURED _= _= f NAN YA PLASTICS CORP. USA \\��IIIIIIIIII��� 1.11.1 1 3/8" MIN. 8989 NORTH LOOP EAST \\\\JAS R L 94j9 • i EMBEDMENT HOUSTON, TX 77029 `��,•��CENS�,J' SERIES NEUMA CLASSICHIN-SWING AND OUT-SWING *• �046 * DOUBLE HINGED PATIO DOOR •�//_y INSWING INSTALLATION DETAILS 4` 2X BUCK/WOOD FRAMING INSTALLATION DRAWN: DWG NO. ...W.-C O RtD1'.\ ''` INSWING DOOR SHOWN,INS WINGSIDELITESIMILAR TJH 08-00873 C ��s`s,ONAI E�G�\\\ SCALE NTS IDA" 10/26/09 ISHEET3 OF 6 /��I/llllllll��� T l REVISIONS 1/2" MIN. 2X BUCK/WOOD FRAMING REV DESCRIPTION DATE APPROVED EDGE DISTANCE BY OTHERS, 2X BUCK TO A REVISED NOTES & GLAZING DETAIL 3/12/12 R,L. #10 WOOD SCREW BE PROPERLY SECURED - 0 B ADDED ANCHOR NOTE 05/29/12 R.L. C ADDED EDGE DISTANCES 11/05/14 R.L. 1 3/8" MIN. BACKER ROD ANO wi.111.- 1, i.jEMBEDMENT APPROVED SEALANTBY OTHERS iiiI/ .l7i,�.i��� • 1 BED MIN. /4" MAX. EMBEDMENT I SHIM I 1/4" MAX. MIM lir� I 1 SHIM #10 WOOD SCREW [1.1.1.1 ♦0 1 ( INTERIOR n 1:411/2 MIN. rii-.i i EDGE DISTANCE 1I• Ih� Ni 1�� ISI IC 4 EXTERIOR P INTERIOR 2X BUCK/WOOD FRAMING 1111, Iii BY OTHERS, 2XBUCK TO EXTERIOR BE PROPERLY SECURED BACKER ROD AND J APPROVED SEALANT BY OTHERS "N, , 2X BUCK/WOOD FRAMING INSTALLATION OUTSWING DOOR SHOWN,OUTSWING SIDELITE SIMILAR SILL TO BE SET IN BED OF 1 w 0 W #10 WOOD SCREW NOTE: APPROVED 1 . r INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SEALANT t SHOWN FOR CLARITY. WWI ill ' 11 ANCHORS MAY BE INSTALLED INSIDE OR OUTSIDE 2X BUCK/WOOD FRAMING OGCO FRAME. BY OTHERS, 2X BUCK TO [11[ . �� SIGNED: 11/06/2014 BE PROPERLY SECURED —cAw r. NAN YA PLASTICS CORP. USA \����IIIIIIIIIi,, 7 8989 NORTH LOOP EAST J5 R•• LOy///i HOUSTON, TX 77029 -. ....�GENSF 9s+'� 3/8" MIN. ' EMBEDMENT SERIES NEUMA CLASSIC IN-SWING AND OUT-SWING *• o BQ51 •# DOUBLE HINGED PATIO DOOR - iflrr• _ A � , _ ___ _111141111111.11 OUTSWING INSTALLATION DETAILS 7:13.4,...- TATE OF :�\ _ NPANN: DAG, NO. RE`: �$. •1ORM.,• \�\:, 2X BUCKWING OOR�SHOWND AMI NG INSTALLATION SL TE ILAR TJH A 08-00873 C �'/,SS/ONAI.•••\OUT �\ NTS ID 10/26/09 I 5 OF 6 I398 East Dania Beach Blvd. BUILDING DROPS OFFICE COPYSuite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of YKK AP America Residential StyleView Twin/Triple Single Hung Window (Non-Impact) for Florida Product Approval FL# FL15140 Report No. 5496 Current Florida Building Code Method: 1 — A (Certificate Method) Category: Windows Sub — Category: Single Hung Product: StyleView Twin/Triple Single Hung Window Material: PVC Product Dimensions: See installation instructions, YKK143 Prepared For: YKK AP America Residential 7680 The Bluffs, Suite 100 Austell, GA 30168 •/0 Prepared by: ••, •'\•E• ;•� Hermes F. Norero, P.E. N.. 7 . Florida Professional Engineer#73778 * Date: 02/15/2018 s A OF * = Contents: 1,<\ " 4,4/`� Evaluation Report Pages 1—3 , kpc, \ Digitally signed by Hermes F.Norero,P.E. Hermes F. torero, P.E. Reason: I am approving this document Date:2018.02.19 07:49:04-05'00' Florida No. 73778 e "0 \ . , / i 1 ®eno" 36" ® coopMAX. D.L.O. V HEIGHT 80"O.A. / I MAX. FRAME / ti r HEIGHT \,// /� � \✓/ i z/ I 36" e® a MAX. D.L.O. . s "X" "X" �� HEIGHT \Vl �/r \Vl �/r 1 ELEVATION SINGLE HUNG WINDOW 4" MAX. 4" MAX. O.C. 0.C. CENTERS CENTERS 4" MAX. - BETWEEN BETWEEN FROM FASTENERS FASTENERS CORNERS 4" MAX. 4" MAX. r FROM CORNERSri- 1 C O.C. \I f I I I I I/ f / / 4"i : / / ' - "0" ”on - 0.. 0.. ' 4" MAX. O.C. _4" MAX. / �� - O.C. / 1 I / /1\ / �/ / i I / ., 4" MAX._ / f I / O.C. \ / \ / \ / \ / . L)cy►G V ►cVV I VVII I/ ► ► /p/U v►► ►y►c ► ► u► ►y V Vii ►UV VV TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES&GLAZING DETAIL 2 ELEVATION&ANCHOR LAYOUTS 3 - ELEVATION&ANCHOR LAYOUTS IWN HEREIN IS DESIGNED AND 4 VERTICAL SECTIONS O COMPLY WITH THE CURRENT EDITION - - CODE(FBC), EXCLUDING HVHZ AND HAS S - HORIZONTAL SECTIONS ACCORDING TO THE FOLLOWING: HORIZONTAL&VERTICAL SECTIONS,INSTALLATION )MA/CSA 101/I.S.2/A440-05/08/11 6 - NOTES,REINFORCEMENT DETAILS &ANCHOR )-02 SCHEDULE 3-04 7-00 3-04 DESIGN PRESSURE TABLE EXISTING STRUCTURAL TYP. OVERALL SIZE JRY, 2X FRAMING AND METAL STUD DESIGN INSTALLATION IMPACT IN WIND FORCE RESISTING SYSTEM CAPABLE PRESSURE CONFIGURATION METHOD RATING AND TRANSFERRING APPLIED PRODUCT WIDTH HEIGTH INDATION IS THE RESPONSIBILITY OF THE -IITECT OF RECORD FOR THE PROJECT OF 72" 80" +35/-35 "0/X"-"0/X" THROUGH FRAME NOT PSF OR NAIL FIN RATED -IEN USED)SHALL BE DESIGNED AND )PERLY TRANSFER ALL LOADS TO THE DESIGN AND INSTALLATION IS THE 119 1/2" 73 1/2" PSF35 "0/X"-"0/X"-"0/X" NAIL FIN RATEDNOT THE ENGINEER OR ARCHITECT OF RECORD JF INSTALLATION. DETAILS DESCRIBED HEREIN ARE GENERIC LECT ACTUAL CONDITIONS FOR A SPECIFIC ITIONS CAUSE INSTALLATION TO DEVIATE EMENTS DETAILED HEREIN,A LICENSED -IITECT SHALL PREPARE SITE SPECIFIC 3/4" O.A. INSULATED GLASS JSE WITH THIS DOCUMENT IN NON-HVHZ I f I . I-PROTECTIVE SYSTEM IS REQUIRED ON THIS 3 REQUIRING IMPACT RESISTANCE. 4/111111111 ✓IATERIAL PVC AND"0"STAND FOR THE FOLLOWING: =� ,NEL SILICONE SEALANT (TREMSIL 600 CLEAR) EET ASTM E1300 REQUIREMENTS,SEE SHEET GLAZING DETAIL VAI LS. NOTE: AI I r-, A,IA,r^ r^neir,r,IRATI/IAIr Cl,Al i r-rlA 11111 v,An,„