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HomeMy WebLinkAboutEnginerring, Product Approvalssr ' MIA. s E. Pait P.E. 1 SE Colby Ave. Sound Fl. 33455 Trainor Residence 113 SE Soneto Court Port St. Lucie, Fl. 34983 • No. 14 Stainless Steel - • Self -Tapping Screws t 0 e o M. - - Alumimm TWO 24 - - • _ - No. 14 Stainless Steel 4 og iambs -. = Self -'Wapping Screws . . • j _ Mahogany Door _. S iA E PAIL '�! ' - VERTICAL ••' '04 S E ••.; '. - ., ;• 4C 44 te James _ r f U 11.if7T1� •• . - 12201 SE Colby Ave.. . Dobe Sound, -FL 33455" JAMES E. PAIT, P. E. 12201 SE Colby Ave. Hobe Sound, Fl. 33455 April 28, 2020 Re: Trainor Residence Comparative Analysis Subiect Door Design Pressure: Max. Frame Width: Max. Frame Height: Sidelite Design Pressure: Max. Frame Width: Max. Frame Height: Mullions +40.5 psf -44.0 psf 37.75 in. 80.38 in. +42.4 psf -45.9 psf 24.00 in. 80.38 in. Custom Door Shop 126 Center Street, B-9 Jupiter, Florida 33458 Comparable Plastpro Fiberglass Door (FL -15210.4) + 75.0 psf 37.50 in. 81.13 in. Exclusive Wood Doors (FL 25680.1) + 70.0 psf 24.00 in 90.00 in. 2"x4"xl/8 " Weather Shield Clipped Tube Alum. Tube (I7 28108.1) ```1111111 11111/1,��' 215 . 1 • O ♦ � PLO R O • IONA�,•�� ����l/llli1111111 V J, Trainor Residence 113 SE Soneto Court Port St. Lucie, Fl. 34983 VAX + r= SaW= 0 ps i 449 6 s v 943�36).Fj �11 Bad p - 9X1 1 0 a_ CM ; —L) MMMCO fa 38 t Uw, clyra "p" (9t. zgtob.l j ;�p,est 9, � �• James� 64D64.> 3�r': 12201 Q ... .. 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' , . a _ � - i�.. I ��©m��®mf�Ecirn ism©��mSao f_Rifslnf"xl ®:mt:A1rS1mr.��7F9[lrcnLtVr�37F� mmmmmmanmrnnc� omr_�Ex>Ir�®c�.lr�nr�c�xif� o 0mr�mr�EvmFfir�nmun rvao®m®m®mmrncs� r�rst�r -aom�mo�no ©o©m®�nmc� oo�tvm®rmu_-,m im©m©ems cwoorur�r:mEzl/alvrcxicn i7LTltiTlC.4®�WMAUFa c""If 61 ��r9r37 EMMMMU mrA"V 1[SLlftx7 Sim®ry©m�nQ7[t_L7W,", tL7 mr��_vmr��r cmr:RKMWMFn 11111fE1fnR77mwl"EMKwimmo WEmw,7Rmflxl[<S7fti7 E7Ex7t�1��cxll_�m®©"Im"CxxivF}£7fF31�Ct£ifFA l®ter i.>•ti©��mU S F11IM�RMW-Ila m i7ES11E:C1�®mEF.9"Mm*Mf? JAMES E. PAIT, P.E. Consulting Engineer 12201 SE Colby Ave., Hobe Sound, Florida 33455 (772) 263-2677 PROJECT NAME: Trainor Residence LOAD CALCULATION for DOOR Anchors: #14 SS Screws (Shear Cap.= 260#) 1/4 in. dia. Ultracons (Shear Cap.= 304#) Area of door: 21.2 Sq. Ft. Pressure: 44.0 PSF Wind Load: 933# No. Anchors Specified: 09 SS Screws 17 Ultracons 09 x 260 = 2,340# 17x304=5,168# 7,508# Load Capacity = 7,508 # > 933 # Q.K. LOAD CALCULATION FOR SIDELITE Area of Sidelite: 13.4 Sq. Ft. Pressure: 45.9 PSF Wind Load: 615 # No. Anchors Specified: 07 SS Screws 13 Ultracons 07 x 260 = 1,820# 13 x 304 = 3,952# 5,772# Capacity = 5,772 # > 615 # O.K. S E 4/ E , 1 • ! • r '0000400000, NAL ,4,,•`'• RW R W Building Consultants, Inc. Consulting and Engineering Services for the Building industry B C P.O. Box 230 Vairico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Ceniftcate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category TAS 201-94,202-94 & TAS 203.94 ETC -05-255-16776.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ASTM G 26-95 Plastpro, Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswin Outswing -"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. L)mitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code structural requirements including 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 the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zane 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.4 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.4 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94,202-94 & TAS 203-94 TEL 01391846 TAS 201-94,202-94 & TAS 203.94 ETC -05-255-16776.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ASTM G 26-95 ETC -06.255.17412.0 ASTM E 84-05 ETC -07-209.19303.0 ASTM D 635-98,638-03,1929-96 & 2843-99 2. Miami -Dade NOA 17-0712.05 16.0314.11 3. Drawing No. No. FL -15210.4 4. Calculations Anchoring ASTM E 1300 Glass Load 5. Quality Assurance Materials SaBex PVB Interlayer (Eastman Chemical Company) Royal Mouldings (EM. PVC) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories Signed by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier %%1111 IH/ ��� Lyndon .Sealed by ,�� III Lyndon F. Schmidt, P.E. F- �T �i Signed & Sealed by ENSF'•• 0 Lyndon F. Schmidt, P.E. No 43409 * STATE OF <`S'•,4 O R I'D d\�� Lyndon F. Schmidt, P.E. slOA)g1 E pp FL PE o. 43409 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT" GENERALNOTES I. This product has been evaluated and is in compliance with the 61h Edition 12017) FIWda Buldkg Cade (FBC) structural requirements Including the'%gh VeWty Hurricane Zone' (HVHZ(. 2. Product anchors shall be as Ilsted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the imr this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'HVHT requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level "D' and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 16W.1.2.2 & R301.2.1 a1. 5. Far 2r stud comtwcflon, anchoring of these units shall be the some as that shown for 2r buck masonry construction. 6. Site condtions that deviate from the details of this drawing require further engineering anaW by a licensed engineer a registered architect. 7. Ouhwing configurations meet voter inftation requrements for'HVHr. Al other configurations do not meet the water infiltration requirements for the 'HVHr and must be Instaled only in nort-habi able areas a at habitable locations protected by on overlong or canopy such that the angle between the edge of canopy or overhang to sit Is less than 45 degrees. 3750' MAX. OVERALL I� FRAME WIDTH a CONFIGURATION TABLE OF CONTENTS SHEETS DESCRIPTION SHEET41 I DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 8 onzontol & Vertical Coss Sections Direct to Masonry 2 Door Panel Detals 9 97ROlnt lock details 3 Lite frame tletals and na stats 103 -point lock details 4 Horizontal & vertical Cross Sections 2X Buck( 11 Buck and frame anchorin 5 Horizontal & Vertical Cross Sections IX Buck( 12 Components 6 Horizontal B. Vertical Cross Sectbm direct to Masonry i3 Bill of materials 7 Vertical Coss Sections (Ihreshokls 3750' MAX. OVERALL I� FRAME WIDTH a CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE x 37.5" x 82.n' +75.0 -75.0 See sheets 2 & 4 fa ho dvare and He frame design pressure frdtatbns FL -15210.4 w I rrr l •ON) ULNV11R8NOa 13N1011no •M•tl L lac 0 3.Va ON 1 C4 Idn G! 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BUILOINO OONSULTAWM INC. ,.N OulwNG THRESHOLD DLP (QOSR) 4Ar OUMMG THRESHOLD SLP (00" Ot1rs G THRESHOLD Endura (Z Sanaa) INSWING THRESHOLD Endtua (!Series) Oursww rHitBSflotn 34 Columbia fth Dam (SBl ) ursW JNG TH1 W OiD 31 OCOMkm j;5) 1NSWJNG THRESHOLD Cohunbio 6VSWM THRESHOLD 37 W(=) ....h 4�6 R Y CO ti I o � >'•-•••CID tltit ttt� ��y, Z OiOz ��--- 2AC ---�- 2.13. A S A ..:5 a.z 1 POLY HBER JAMS` u a m*1 a Plostpro �j N m a a Ix c2 4S6 t-- 2W WOOD JAMB wRATHeRmrlp ua roe 0 2A W f�I—A6.1 s DooR BOTroM swEi'P I El 29 ADA THRESHOLD ND>,P SAM N.T.S. DM er: JK CHLer LA FL -15210.4 ``� ••�.•... m Bllf. Of MATERIALS +tib tri • A cEscerr�roN iX BUCK SG >= 0.55 " WOOD _ATBWCi: . • I e $ B ZX BUCK SG x 0.55 WOOD x C IX MAX. SHIM SPACE D 114" X 2�/4"PFH ELCO OR IT1N CONCRETE SCREW STEEL 1011111% co BZz MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE ,� E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v=p m 9 00 G 3/16" x 3-1 /4' PFH ITW CONCRETE SCREW STEEL V�a� a mot 114" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 3-314" PFH ELCO OR ITW CONCRETE SCREW STS z° K 114" X 2-1 /4" ITW CONCRETE SCREW STEEL a #10 X 2-11T PFH WOOD SCREW 1.1S' MIN. EMBEDMENT] STEEL M 3116' X 21/4" ITW CONCRETE SCREW STEL N 3/16" X 2-314" ITW CONCRETE SCREW STEEL 1/4" X 2-114" PFH ELCO CONCRETE SCREW L STEEcc a POLY RBER JAMB COMP. /VINYL z$ 2 RNGER JOINTS PINE FRAME WOOD 7 WEATHERSTRIP FOAM 5 } DOOR BOTTOM SWEEP VINYL9 o 4" X �' BUTT HINGE SITS 4� N i5 11 #9 X 314" PFH WOOD SCREW STEEL22 c 3 POINT "TONGUfr MULTIPOINT LOCKSEi (Mfg. BY HOPPE) STEEL STEEL 0 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM STEEL LATCH STRIKE PLATE STEEL DF.ADBOLT STRIKE PLATE (SECURITY) STEEL i ADA THRESHOLD ALUMCR 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWiNG THRESHOLD ALUM11�100D n� 32 OUTSWiNG THRESHOLD ALUM/WOOD �$ 33 OUTSWWG THRESHOLD ALUM/COMP 34 OUTSWING 1HRESHOLD ALUM/WOOD36 Ln INSWING THRESHOLD ALUM/COMP is 37 INSWING THRESHOLD ALUM/VYOOD I 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL SEE DOOR PANG. DETAIL SHEET FOR CONSTRUCTION DETAILS - a d SS #10 X 1-1/7' PFH SCREW STETS 57 BACKING PLATE STEELss N W p #s x r PFH ws sTEa A o 60 MULTiP01NT STRIKE PLATE STEEL ti_o c 62 ENDURA TRIL8dN1UM 3000 LOCK ASSEMBLY STEEL we02/16/12 = sr" N.T.S. a am W. JK m arc. M. L.F'S 3 a DRUM ML. ¢ FL-15210 x ssm aF 13 " - 0 ti AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 25680 Date:12/18/2017 Detailed Product Description: Manufacturer: EXCLUSIVE WOOD DOORS Manufacturer Address: 1950 N.W. 70 AVE. — MIAMI. FL. 33126 Model Name: DIRECT SET—TRANSOM OR SIDELITE (L.M.0 Maximum Frame Width: 132" Maximum Frame Height: 60" Maximum Load: +70 PSF, -70 PSF (Large Missile Impact) Installation Drawings # W17-111 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. loads Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/i.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test so DATE REPORT# Sealed by ASTM E283 Air Infiltration Blackwater Testing, Inc 05/10/2016 BT-EWD-15-001 Yamil Gerardo Kuri, Leakage P.E ASTM E331 Water Blackwater Testing, Inc 05/10/2016 BT-EWD-15-001 Yamil Gerardo Kuri, OR ASTM S47 & Penetration P.E TAS 202 ASTM E330 Uniform Static Blackwater Testing, Inc 05/10/2016 BT-EWD-15-001 Yamil Gerardo Kuri, & TAS 202 Air Press. 1 1 P.E Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.3 Small Missile Blackwater Testing, Inc 05/10/2016 BT-EWD-15-001 Yamil Gerardo Kuri, (TAS 201 & 203) Impact & P.E ASTM E1886/1996 Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: �o )052 Javad Ahmad PE#70592 AI-FarooCorporation EB g t -P` 5 ''SS�oNn�E`'G�Sealed: 12!18/2017 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcenz.com I alfarooaCalafcenQ.com OMNUt-LIM lNtl-dW0.'l _ _ •�'OYtG-Gn (SOf) XV! 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