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RC-14-2031 (6)
WIND-LOAD CALCULATION Subject Site 358 NE 94 ST, MIAMI SHORES, FL E � - v Me ,State 241, _� n3 ' e '%'� roANi'� - - s IF "- a to r * € e gp'1 3 t'Y t'F r� r !H € I I MecaWind Std v2 . 2 . 5 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 9/11/2014 Project No. SINGLE FAMILY Company Name FLORIDA INTERNATIONAL ENGI. Designed By VMB VENKATESAN Address 7500 NW 25 ST, SUITE 241 Description REPLACEMENT City MIAMI Customer Name JONATHAN C. BUCKLAND State FLORIDA Proj Location 358 NE 94 ST, MIAMI SHORES, FL File Location: C:\Users\Mauricio\AppData\Roaming\MecaWind\Default.wnd i Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Slope of Roof = 2.962963 12 Slope of Roof(Theta) = 13.87 Deg Ht: Mean Roof Ht = 23.00 ft Type of Roof = GABLED RHt: Ridge Ht = 26.00 ft Eht: Eave Height = 20.00 ft OH: Roof Overhang at Eave= 1.30 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 62.00 ft Bldg Width Across Ridge= 46.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) 0.93 I i Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 35.05 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area - 3103.69 ft^2 Reduction Factor based on Roof Area = 0.80 MFRS-Wall Pressures for Wind Normal to 62 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 -21.20 -8.59 Side Walls -0.70 -27.16 -14.54 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------ Windward 20.00 0.90 1.00 0.80 34.03 16.83 29.45 38.03 Windward 10.00 0.85 1.00 0.80 32.03 15.47 28.09 36.67 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------- - Windward - Min Cp -0.75 -28.65 -16.03 Windward - Max Cp -0.18 -11.67 0.95 Leeward Norm to Ridge -0.50 -21.20 -8.59 Overhang Bottom Side (Windward only) 0.80 23.14 23.14 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure - Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 13.9 Deg, h/1= 0.37 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 46 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.43 -19.13 -6.51 Side Walls -0.70 -27.16 -14.54 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi -------------------------- Windward WW 26.00 0.95 1.00 0.80 35.96 18.15 30.76 37.28 Windward 20.00 0.90 1.00 0.80 34.03 16.83 29.45 35.96 Windward 10.00 0.85 1.00 0.80 32.03 15.47 28.09 34.60 Roof - Dist from Windward Edge Cp Pressure Pressure +rCpi(psf)-GCpi(ps£) - -------------- --- Roof: 0.0 ft to 11.5 ft -0.90 -33.12 -20.50 Roof: 11.5 ft to 23.0 ft -0.90 -33.12 -20.50 Roof: 23.0 ft to 46.0 ft -0.50 -21.20 -8.59 Roof: 46.0 ft to 62.0 ft -0.30 -15.24 -2.63 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.37 Wind Pressure on Components and Cladding (Ch 30 Part 1) a s 2 -1 3 V�ofn t 1 1 1 Roof 1 1 1 i 1 1 1 2p 1 �2 21 1 12 5 51 Gable Roof 7<8 41 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 4.60 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp Gcp psf psf ------------------—-------------------------- ------------- - DOOR A 3.00 6.60 19.8 4 0.95 1.05 39.52 43.02 ARCH WINDOW B 3.00 1.60 4.8 5 1.00 -1.40 41.35 -55.37 GARAGE DOOR C 9.00 8.00 72.0 5 0.85 -1.10 36.05 -44.76 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.93 Qhcc:.00256*V^2*Khcc*Kht*Kd = 35.05 psf NOTICE OF PRODUCT CERTIFICATION - f rM, ,� ' Company: JELD-WEN Exterior Doors Certification No.: NIOII082 3737.Lakeport Boulevard Certification Date: 05/01/2012 Y amatb Falls,OR 97601 Expiration Date: 08131/201.5 Product: "Entergy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites(wood frame) Specifications Tested To: TAS 201/202/203-94 The"Notice of Product CertIfcation" is only valid If the NAMI Certification Label has been applied to the product as described within this document. The Certification label represents product conrormity to the applicable specification and that all certification criteria has been satisfied. This product bas been approved for listing within NAMI's Certified Product Listing at irww,Namicertifieation.com. NAM I's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments X OIS Opaque 312"x 6110" +661-70 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0"x 61" Timon 11at1aolLetalls S-21tid f1 OX/XO O/S Door-Opaque 415"x 640" +66/-70 10.0 psi Door-Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 618" Sidelite DLO:6"x S13"(1/8"Tempered Glass) Installation Details: S-2104 1-8 OXO O/S Door-Opaque 5110"x 6110" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 310"x 618" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 XX O/S Doors-Opaque 6'3"x 6'10" +571-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" Installation Details: S-2104 1-8 OXXO OIS Doors-Opaque 8111"x 6110" +57/-57 8.55 psf Door-Yes CTLA-696W Double v+/Sit`ielftes Sidelites-Glazed Sidelites-No Mn Paeiel Size: 3'0"r 618" a Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) 1astiliblion Details: S-2104 1-8 Nati nal 4C d' In&Management Institute,InicJ4794 George Washington Memorial Higllway/Elayes,VA 0 Tel: (804)684-5124/Fax: (804)684-5122 Q NAMI AUTHORIZED SIGNATURE: 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FYI# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel OutsWng Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. ,,%1%111111111,f 3737 Lakeport Blvd. ♦��_Af�s F. Klamath Falls, OR. 97601 `�`�Q',,.`' • ,.F,A '��� Prepared by: = : 7 Hermes F. Norero, P.E. T o: Florida Professional Engineer#73778 =♦ P Date: 05/01/2012 Q,n •• 0 •' ` Evaluation Report Contents: Evaluation Pages 1—4 '1111111101, ��G♦♦♦ Installation Details Pages 5 11111 f11 1 01 Digitally signed by Hermes F Norero,P.E. Hermes F.Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' l _- BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778),for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. 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 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 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 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 /nA\\ BUILDING DROPS FL#: 4 A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates areas follows: Through Frame 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. 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. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F.Norero, P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50 TYP. 6.41 TYP. .00" TYP. 3.00" TYP- F00007YP�; 13.41"TYP. 6.00" 12.50" 6.00" IYP. 3.00 6.00"TYP. 7YP. TYP. 00"TYP. .0 00"TYP. 6 T(P. I I I I I I I III III I I I I I I I 6 TYP. I I III III I I 5 — — — 5 — SPACES SPACES @ 13.85" @ 13.85" - 3.00" TY. I► 3.00"TYP 00 TYP. �.00"TYP. 12.125" 7.00 7YP. 7.00" TYP. TYR 7.00" TYP. TYR 4.50"TYP. 9.00" TYP. 3.00° TYP- 6.58" 6.00" TYP, 6.00" TYP. iYP 6 TYP. l II III I I III II I 6 TYP. I I I I 6 5 SPACES SPACES il 11.54" @ 1 I I I 11 I I 1 I I 1- 3.00" TYP. CO 8.58-L 3.00" TY. L 7.0)"TYP. Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5 i �j �j {Q Q 74.5'MAX OA FRAME WIDTH 7025'MAX OA FRAME WIDTH JJ.:r,a..rL ��j.:x1�® S LUi eI 875'iYP. 125' 75' .75'MULL 15.5'MAC.OA PANEL WiDTH36.625*MAX A 36'MAX OAYp- F875P'MAX OA 14DMAX 0 MOTH ENEHOYSAVAWCONTOUR6-rWOODMW0PAQ11ESTEfL00TSW/NQ W/� PANEL WNTH P. II PANEL WIDTH PANEL WIDTH fiWACTDOORUN?SW?N&W�VITHOUrSTDELM m O T GENERAL NOTES ® ® ® ® ® ®INACTK ACTIVE 6"MAX Z Co 1.THIS PRODUCT S DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUlL=G 80° 80• //J � DA D.L.O. Z rZ CODE AND Rion VELOCITY HURRICANE ZONE'9HVHZ'REQUIREMENTS. MI WIDTH W W �'- 2• WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER A � LOADS TO THE STRUCTURE PANEL PANEL 63.925" a 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HDGM HQGM MAX W a DRAWiNGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ® ® 0A DRESSING OR STUCCO. 8125° 8125' D.L.O. 4.SEE TABLE 1 ON THIS SHEET FOR OEM PRE55URE RATINGS. MAX, MAX HEIGHT 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR MVF2'ZONES. SEE OA O OA THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAWI-DADE HEIGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DWE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED zio FOR SIDELITES 8.SIDELRES ARE AN OP1i0M AND CAN BE USED iN A SINGLE OR DOUBLE CONFIGURATIONSM-LE o x� c SINGLE OLITSWING IMPACT 0.75' 0.625• UNiT( W/NON-Ib9PACT � a 0.625' SIDEUTES VIEWED FROM EXTERIOR RESIDENTIAL INSULATED STEEL DOOR(Common m DO frame oxxftm) pt G M Ar`(�aA 11 COMPONENTCOMSTRUCTIONS: 3775•MAX DA 975' 107'MAX OA FRAME WIDTH oaz 125, Face sheets 24 a. 0.020 minimum thickness,Galvanized Steed A-525 75" 155°MAX OA a� g ( ' FRAME WIDTH �' 36.625 MAX OA BAR�. STDEiITE FRAME WiDTH w Oro commercial quality-AKDQ per ASTM 620 with average mhdmum d 875'iYP. r36'MAX.OA PANEL WIDTH 36'MAX OA J 14'MAX OA o M strength Fy(ave.)=24.600 psL I PANEL WIDTH W/ PANEL WIDTH I PANEL WIDTH U� d Core design:Expanded polystyrene with 1.0 to 125 Ibs./cf de=4fl by JELD-WEN,INC. M a o Door Panel Construction:The active and inactive panels are constructed from � �� bent (0.020'min.)galvanized steer The face sheet tops and bottoms are ® ® ® ® ® ® 6•MA( o a hent 90'over the top and bottom mils.The top LVL rorT measures 1.87' whle x 1.042'high. The steel bottom mg Is roti formed 0.021'galvanized INACTIVE ACTNE OA D.L.O. 3 g' 5 5 b, steal measuring 1.67°wide x 121'high. The sides of the face sheat are 80' 80' % G WIDTH ro0 formed onto ft LVL latch age and Ponderosa Pine hinge stile which MAX MAX measure 1.67°x 1.0°.The interior cavity is filled with polystyrene. The OA OA face sheets are glued to the polystyrene. PANEL PANEL 63.125' o Feed Lite Const:The sash is constructed from 24GA (0.020'min.)galvanized HEIGHT HEIGHT MAX ^�w steel. The edges of the face sheet are bent 90'over the polystyrene core 0 ® D.D.L.O. o OA and glued to it The Ndeate panels are routed to=&a the ODL Lip Lite 8125" 8.25° Frames or the optional Trinity Light Fromes. (See sheet 7 for glazing MAX HEIGHT details.) The ate frames am sealed w/QSD glazing compound on the OA Gi y exterior. FRAME ® AME O o Frame Coriattructlon:The formes are constructed from Ponderosa Pine Jambs HEIGHT H IGHT 8 measuring 1.25wide x 4.5625'deep.Tire door and sldeate head jambs 8 are mortised and butt joined to the side jambs and attached with(3) 16GA $ o 2'x 7/16'crown wire staples.The units use a standard bump face Pemko ttrr�lrold measuring 4.041'deep x i.0'high.The threshold is attached to ^0 0 0 0 the hams*Oh 3 16GA•2°x 7116'crown wire staples, I L BLE OUiSWiNG IMPACT t ttllrrr� UNIT( MON-IMPACT iA8LE0FCOMENTS 0.625 0.75' 0.625' ,.� _ F. Sa1ELITE5 VIEWED FROM EXTERIOR SHT DESCRIPTION SINGLE OL?SWNG IMPACT UNIT(X) `♦ w o v m a 1 GENERAL NOTES AND TYPICAL ELEVATIONS VIEWED FROM EXTERIOR �G �1 ��� �'� 9-11-01 TABLE 1: Z��•••, ••.O SCAM N.T.S. 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS - 7 Prepared 8y 3 HORIZONTAL CROSS SECTIONSNffRiON R< iPdIdFIHI 6 NFIDID DV-Br: JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES aw IDP!(X ox x¢W) �1 T a a � �(/��" cwc ar S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS +66 psf-70 psf " 7� 4r+ L✓J 6 ANCHORING LOCATIONS AND DETAILS W/WD mi-OPAL?Scam IgltaOy signed by Hermes F Norero,P.E. ����p" •• a��� oRAwauc rro 7 G1AZfNG DETAILS DOIIBIE DOOR UAOT OfOC M.OJIXO _ r ein• �� BWLDING DROPS.INC. S-2104 ) +57 57 psf lesson:I am approving this document 8 UNIT COMPONENTS W/WD 11121-WACT SO1Wo ate:2012.05.0117:5135-04'00' 407-644-6957 awe Rp, �xea7e Fax:407-644-2366 sir 1 OF 8 0.75"WIN CONCRETE/ 0.75"MIN, CONCRETE/ REM MATERIAL i MASONRY 51 EWE D157. MASONRY51 1 DOOR STEEL FACE SHEET '0j02=0 WIMP STEEL IN 1.50' By air"HE 1.50" Eowy 2 FRAME HEAD JOINED PONDEROSA PINE wow HINGE FINGER FINGER JOINTED Poo PINE WOOD MIN. MIN. FRAME LATCH JAMB(FINGER JOINTED PONDEROSA RIO WOOD EYEL 19 EMB. 19 4 4'.e 0.250 BUTT HINGE-12&%eHA ) STEEL 6 ag x I* MAX. r SC To S 20 20 PFH My qTm g 7 DOOR LATCH STU LVL m ce 8 1 WSWING PEMKO BUMP FACE 1`140HOU) ALUMINUM Q I-a 2 0.250" 44 FOR MUWON CAP STEER is cr MAX. 10 COMPRESSION WEATHERSTRIP FOAM P2 3 4 5 6 7 SHIM 32 11 DOOR TOP RAIL LVL SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM PAIL Sm ON SHEET 5 ON SHEET 5 73 DOOR HINGE STILE 1; JOINTED PONDEROSA PIKE) WOOD 31 14 &3KL4 F up SCREW STEEL SEE NOTE 6 ON 0 x P GI I OF iFIN EP JOINIED PONDEROSA PINE) WOOD 17 29 SEE NOTE 3 ON 1-5 L NOTE 6 ON SHT. 4 4 fTW T ANCHOR MIN. EMBED. STEEL SHE 16 3116 APCON AL _ 10 17 1 EXFANDFQ POLYSTYRENE(I. J.g4 lb./cf DENSITY) BY JELO-WEN FOAM IN 1.750"L41N 1.750"MLN.. 18 NOT USED PANEL THK PANEL THK. 36 19 2)r WOOD SUB B= WOOD 1 20 SHIM(025"MAX THK HIGH DENSITY PLASTIC OR MW 21 KMKSEr 400 SERIES KNOB STEEL SEE NOTE 2 ON 23 38 22 KMKSEF TITAN 700 SOB DE40BOLT NOT SHOW)- STEEL SHE 4 23 #8 x 1 112PL4ScREw(ODL LITE FRAME) STEEL -Q z XJQ Ag 45 24 STEEL 'P No 25 98!.f 12-WOOD SCREW STEEL 4 0.125°MIN. -26-410 x I-PFH WOOD SCREW(IMPERIAL ASTRAGAL TO DOOR) STEEL GLASS THK. 27 #10 x 2"PFH WOOD SCREW STEEL kn) 28 MULLION CAP WOOD 29 SILICONE CAULK(CR LAWRENCE C SILICONE 80.0" Ki— !s "d 80.0* 30 u SILICONE 81.25- 81.25' G COMPOUND I gy OOL) "c' MAX. MAX. MAK. SEE GLAZING MAX, 31 BRAD TRIM MAIL IRA x 314- FOR 378-QUARTER.ROUNDT. — STEEL CA CIA 32 318'QUARTER sioau STOP WOOD 01 W� OA OA DETAILSSHEET---- t3aj PANEL j3 CORNER qLocKs FOR mm DOOR wuom w MOF x PANEL FRAME 7 0 FRAME HEIGHT HEIGHT --jj-=GE KN011SET I offp HEIGHT HEIGHT LT 03 0 35 DEADBOLT#B= SHO Sm N& 0220" IN.STEEL) 3s sloaffE STEEL FACE 9MQT�2 STEEL SEE NOTE 2 ON 3 37 11%=GLASS(17Y PPG) GLASS 2 SHT. 4 38 IODL SO MPP ARTECH POLYCOM C13 POLYPROP. 39 PRESSURE TREATED MUWON BAR 3 4 x 4 9116 x 81 114') P.T. WOOD 40 ALUMINUM QMDE0 ASTRAGAL By IMPERIAL ALUMINUM E 38 (By 41 ASTRAGAL STRffq PLATE(6Y IMPEIMM) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 1 36 43 YALE DEADBOLT HEMTAGE SERBS NOT SHOWN) STEEL 44 SIDED FRAME HEAD SILL AND JAMBS(FINGER JOINTED PONDEROSA PIPE) wow SEE NOTE 6 ON ............. 17 SHT. 4 29 FOR 1-12'I.G.U. POLYPROP. INSULATED TEMPERED GLASS(HY IRINITYAMPAC) 45 UTE FRAME BY TRINITY 10 R 32 46 IL2 GLASS 5EE NOTE 8 ON 16 47 LITE FRAME BY TRINITY FOR 1'GLASS POLYPROP. EE SHT. 4 48 1-INSULATED NOT�Eg ON 33 SEE ---- - 7EMPERED GLASS BY GLASS 16 49 LITEFRAME SCREW#6 x 1 112"LONG PANHEAD(By TRIM STEEL. SHE rm — 4 NOTE 3 SEE DETAIL 7 50 GLAZING COMPOUND DOW 1199 SILICONE 12 ON SHEET 5 ON W. 4 — 31 51 #10 WOOD INSTALLATION SCREW W1 1.50'MIN.EMBEDMENT STEEL 52 DOOR LATCH SMIT PLATE STEEL 625 53 DOOR LATCH DEAD BOLT STRIKE PLATE I STEEI . 1.25* % SCAM' p ei� DATE 9-11-01 MIN. F.• Prepared Br. N.T.S. 1.25* 2. CONCRETE/ EMS. CONCRETE/ m BY. Jwj 1.75-_Z5 MASONRY MIN. EDGE DISE MASONRY MIN. EDGE DIST 13Y 07HERS Bir S Bl'S, SAFFELL EMB. 0 n_ 6Y OTHERS D..NO- KR71CAL CROSS SECTION BUILDING DROPS,INC. S-2104 (I AT CROSS SECTION WITH HIGH DAM THRESHOLD IDEUTE SASHPhow.407-644-6957 pe� Fax:407-644-2366 SNW_2 OF_L SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHT. 4 21 42 34 ON SHE. 4 mO V°°c i 1.750"MIN. PANEL THK. O ,' z a N ° ? //�j/��//�� .:.•.• %� :e.•.' CONCRETE/ MASONRY a•. . \ ..d BY OTHERS a s ° 1 INTERIOR INTERIOR /T �. z ao 0.75"MI < a e °? \\�\ 51 10 1 1 17 1 10 51 /�j/ e s 0.75"MIN. o'•U EDGE D SEE DETAIL 5 SEE DETAIL 5 EDGE DIST. oa ON SHEET 5 ON SHEET 5 ems Uz O a HORIZONTAL CROSS SECTION D HORIZONTAL CROSS SECTION o Qat oW ir v� 0.250"MAX. LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250°MAX. CIE, S m �& 1.50'MIN LSHIM SHIM CONCRETE/ EMBED. 50°MIN g a EMBED. MASONRY a� o BY OTHERS & n SEE NOTE i ON SHE 4 26 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a a 1 15 1 7 40 52 7 1 15 2142,14 EXTERIOR 0.31'DIA x 9.0"I.G.AT TOP&BOTTOM q INA AC FN w SEE NOTE 26 $ i SHi. 4 12 2 lit i INTERIOR 10o DETAIL 1 ASTRAGAL TO STILE ATTACHMENT 0 8'o 1.750"MIN NOTE: ITEM 24 NOT SHOWN THIS c^ �^� PANEL THK VIEW FOR CIAMtttttru,, o o`c4 0 9 I t0 �$S F. ���ii w v v m `���•,.•`•• .,.P iii onh: 9-i1-01 SEE NOTE 4EE DETAIL 7 Z: .O scuE N.T.S. ON SHE 4/ ON THIS 10 1 17 Prepared W. SHEET * . *? Mr.ef` JWJ S -c2 Q cw.ar:S. SAFFELL HORIZONTAL CROSS SECTION �i 0 P•'• .` °ROM NO.. AT IMPERIAL ASTRAGAL �� rcm• � ��� BUILDING DROPS, INC. S-2104 �Y 1 Phone:407-644-6957 rscE g �IA�2esreI Fox 407-644-2366 srafr_L of 8 SEE NOTE 4 13 6 SEE NOTE 7 3 ON SHT. 4 4 44 28 9 4 52 7 1 15 21 42 34 5 6 3 28 9 44 14 ON SHE 4 4 4538 32 EXTERIOR 1.750'MIN. � SEE Ni TE 3 �l4R PANEL THK. 36 1 ON SHT. 4 31 m 3 Z oC aJS chi SEE GLAZING 36 /// \ 1 INTERIOR 10 { ' / ��\ SEE NOTE 2 23 DETAILS, SHEET 10 ON SHE 4 25 �/ �� ON SHT 4 SEE NOTE 6 29 / � 25 SEE NOT 45 1 17 17 1 29 SEE NOTE 6 ON SHT 4 ON SHT. 4 SEE DETAIL 5 SEE DETAIL 5 00� ON SHEET 5i Qa 0.750ON SHEET 5 0.750' SEE GLAZING 39 39 DETAILS, SHEET 7 ° �z HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION =z r o0 AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB o 8Ua _ SEE NOTE 3NOSCCONCRETE � o 1. SPACING FOR ITEM#26 THE J10 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS BY MASONRY 51 19 20 4 31 ON SHT. 4 3 AS FOLLOWS: FROM THE TOP DOWN& THE BOTTOM UP: 1.0*, 2.5*, 4.0; 5.5, 13.0", 18.0'&26.0'. a 2. SPACING FOR REM X23 THEE x 1 1/2'PLASCREW IS AS FOLLOWS: SEE GLAZING TOP&BOTTOM. HORIZONTALLY. SIDEUTE PANEL: 3.0'IN FROM EACH CORNER. 32 36 38 45 4 DETAILS SHEET 7 ON THE SIDES VERTICALLY FOR THE SIDELTTE PANELS,• 3.0', 13.0. 26.0. 39.0; 52.0'& 63.0. 3. SPACING FOR REM$31 THE 16GA x 3/4'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND a ° ITEM$9 THE 16GA. X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS o FOLLOWS: TOP& BOTTOM HORIZONTALLY OR THE 3/8'QUARTER ROUND)• 1.25-IN FROM EACH CORNER WITH D ° EXTERIOR W (1) NAIL MID-SPAN. ° R ON SIDES R BOTH JA-QUARTER ROUND SIX MORE & U 1.25°FROM EACH END& EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125,A J8 x 2 1/2'PFH WOOD SCREW. b.- \ 0.125'MIN. INTERIOR f2 R WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM J24,A J8 x 2' \ GLASS THK. 6 PFH WOOD SCREW. •• �� 8 5. SPACING FOR ITEM$25 THE 18 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °a• ° IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 223 a 6. THE SfOOM PANEL IS SECURED INTO THE SIDEUTE JAMB W ITEM 29 SILICONE CAULK ON THREE SIDES AND ° / ON 'HT, 4 0 0 0 0 / >� °. HORIZONTAL CROSS SECTION o 0 3/8'QUARTER ROUNDS SECURED WITH REM J31 BRAD TRIM NAILS x 3/4'LONG. LITE TO BUCK 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE REM#27, A#10 x 2'PFH SCREW. WHEN ATTACHING EDGE DIST,a °P MIN. \\\ 29 ONSHT. 46 � ��F�(<y���,i' W o U m THE HINGE TO THE JAMB AND SIDELRE JAMB AT THE MUWON USE ITEM 114,A#10 x 1 3/4'PFH WOOD SCREW. 8. SPACING FOR REN 149 THE 16 x 1 1/2'PANHE40 SCREW(TRINITY 07 RAME) IS AS FOLLOWS: p; SEE DETAIL 5 ��♦44; '� DAM 9-11-01 OEM LIIEFRAME FROM THE TOP DOWN VERTICALLY 3.25; 18.0625; 32.8125; 47.5625°& 62.625. :° ON SHEET 5 -.0s Prepared 6y N.T.S. SfDEL� REFRAME TOP& BOTTOM FROM THE LEFT ONE(1) SCREW AT 4.4375' ° * * DWM BY: JWJ ALTERNATE CONCR MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISDCS CAN BE p 0.250°MAX. 9. AL ETE/ M T 'rr.. cwc er:S. SAFFELL THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM �7�' USED UPON APPROVAL OF E ARC � � � orrnwuuo ko_ L50'MIN .�O�= P.�•��ui`. 10. USE REM 51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 25 WHEN INSTALLING INTO � ♦ � BUILDING DROPS INC. MULLIONS. USE REM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE A7 SIDEUTE SILLS. {yl, 4 + `� Phone:407-644-6957 5-2104 rarE qr xA�2ea�e Fox:407-644-2366 IsHm—L of 74.50'MAX. OA. FRAME WID70.25'MAX OA. FRAME WIDTH SEE DETAIL 2 ^�ON THIS SHE. SEE DETAIL 4 4.50'TYP. 9.00'TPP. 00'TYP. ON THIS SHi 3.00" 6.56' 6.00'TYP. �y p 00 6.00"i1P. 12.50" 3.00' F p. QO'TYP. �' 00"TYP. TYR I I SEE DETAIL 4 a ON THIS SHE6 TYP. 7.375" C% 6 TYP. I 1 I l 1 1 1 I 7.3475' - - - TWT, BC 51 \• W �' 51 51 TYP. TYP. 11P. 31" 5 - SEE NOTE 5 ON SHEET 4 5 SPACES SPACES ® 13.85" SEE DETAIL 6 ® 13.85° SEE DETAIL 5 ON THIS SHT 81.25° 102 8125° - ON THIS SHE - MAX MAX• N FRAME 1 2525 �'oe z OA / 1 15.50" - TYP. HEI HT 5.50'1 I - HEI F1f z o / oaz zo ocr IC g�� � v 31' 36.625° 36. 25° fTyp- 7 TYP. � ? 0 0 1 1 1 a a - 1 .00'TIP. 3.00" .00°11P. 6 7.00"TYP. 125" 3.00" 7.00"TYP. .15"MIN. c i C-SINK. N SEE DETAIL 3 / �\ ON THIS SHE. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS DOUBLE DOOR WITHOUT SIDELRES ANCHOR LOCA110NS VIEWED FROM INTERIOR I VIEWED FROM INTERIOR 9 6 51 25 � 25 El 16CN5 5 SEE NOTE 10 \\ SEE NOTE ON SHEET 4 14 2 SHEET 4DETAIL 0 0 0 410 �� 1 1 / \ NTI72SINK FOR TION ANCHORS / \ / \ \ I I �11`,�pttt°trrrr E5 F. W v g 5.50' I I 5• I I �M 9-11-01 1 / 1 6 1 24 1 SEE NOTE ``rte°••••• •, �'' PmP-W By N.T.S \ 41 1 1 4 SHEET 4 * * .BY. JWJ _ / / / / C• T °a Q cm sr:S. SWELL ` / 52 52 i�0 P,,•.<v��` muwwo N04 DETAIL 2 - 0 HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 r vim• ��` BUILDING DROFS,INC. S-2104 Ph ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMBFBPE Fw 407-642�7 sir 5 of 8 107.00'MAX. OA FRAME WID711 37.75'MAX. OA >g . FRAME WIDTH m c SEE DETAIL 2 Z ON SHEET 5 a 4.50"TIP. 2g 16.41"TYP. SEE DETAIL 4 a 3.00° 00°7YP. 13.41°TIP. ON SHEET 5 is 6.00' d 00'7YP. 6.00"TIP. W a B�OPO° 00" 00°TIP. TYPSEE DETAIL 4 6 TYP. I I I I I I III l 1 I I I 7.375" 6 TYP. 6 TYP. _ _ 7.375' ON SHEET 5 7[ - l l' 51 51 51 _ T .TIP. � 6 5 SEE NOTE 55 SPACES 31 SPACES 31 ° 10 @ 13.85* 25 ON SHEET 4 ° ®P13.85 ® 11.54' _ _ o x4 z SEE DETAIL 5— _ o 8125" ON SHEET 5 SEE DETAIL 6 MAX MAX.�, ON SHEET 5 OA OA HFRAMEHI _ _ 5. 0°I I 25 _ Hp 5.50° I 31' yl 31° Po36.625° 36.625' 16 BL TIP. i T Trim, i I ► I 1 ' 3.00' 3.00' Q0'M. 6.00' 8.58° o 7.00°TPP. 3.00' 7.00'M. Y TIP. TYP. x i f2 m _ SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS ON SHEET 5 VIEWED FROM INTERIOR �0000 DOUBLE DOOR WITH SIOELITES ANCHOR LOCA110N5 VIEWED FROM INTERIOR til F. W Prepared BY Sca.e N.T.S. *a Dam ec JWJ cm er:S. SAFFELL i O DRnrndo N04 �.'A• y Q, ��.� BUILDING DROPS,INC. S-2104 Phone:407-644-057 rare yr ��xesre For 407-644-2366 ISHM—L of 17 50 30 3 EXTERIOR 50 m c 0.125"MIN. Z o~e ai TEMP. GLASS Z"a ICKNESS 0.50" INTERIOR GLASS BITE 17 29 50 29 46 50 38 2 SEE NOTE 2 z, ON SHE 4 °D EXTERIOR 0.500'MIN. coo o x^ GLASS THK. 0.125'TEMP. 0.250'AIR W GLAZING DETAIL 1 ca ODLNGE ` GLASS SPACE M 1 o c /8" � S SPARTECH _ € oaa z POLYCOM PP5530 C13 .25'x .50° 0.125'TEMP. 0.50 INTERCEPT GLASS Q� INTERIOR GLASS STEEL SPACER oIt 0 BITE SEE NOTE 8 & a 50 17 29 29 48 50 45 49 0 ON SHT. 4 EXTERIOR 0.125'TEMP. GLAZING DETAIL 2 H;;s GLASS TRINITY UTE FRAME �w 1/2"INSULATED TEMPERED GLASS LUPOY EU-5007 o GLASS THK. 0.750"AIR SPACE 45 0 s? ' NOTE., 8 8 ' 75 x.50'INTERC L 0.125"TEMP. ALL GLAZING CONFIGURATIONS INTERIORSTEEL SPACER GLASS SHNl COMPLY WITH SAFETY0.50' GLAZING REQUIREMENTS OUTLINED 0 0 0 0 GLASS IN FOC SECTION 2406. BITE 50 4 49 SEE NOTE 8 ``,,, F i�ri�y�'ii w o v en ON SHf 4 DATE: 9-1 t-01 GLAZING DETAIL 3 ��� ••O Prepared By SCAM N.T.S. TRINITY LITE FRAME ^* . ;*_ Dwc.BY: JWJ 1°INSULATED TEMPERED GLASS : tr C Q cm BY.S. SWELL LUPOY EU-5007 Q � • r.,e P�•�a4 ` DPA BUILDING DROPS,INC. S--2104 Phone:407-644-6957 s7 xA�20M Fox:407-644-2366 s4m-L OF 8 1.670" 1.670" 1.670' 1.670" 4.5625' 2.188' --T 07 1.210' 1.000• 1.000. 1.042 1.250- 51 y�ii -T owo ZZZ DOOR BOTTOM RAIL DOOR HINGE STILE DOOR LATCH JAMB T 12 24GA (0.021 @nNGER JOINTED PONDEROSA LVL 17INGER JOINTED PINE WOOD U44 PONDEROSA PINE cl 0.513, 0.125' 1.645°--I � 0.5291.586 t 0.500, 1.544" 1.544'0.831, D. 4 - I -7 0.140" 1.750 1.750---1I- 1.752 0.530" 2.519" 2.6 Z521 6211. a .S.G. 0 LITE CORNER BLOCK colffl�ION 'y 38 POLYPROP. 0 STEEL BOTTOM 10 SCHLEGEL Q-LON ODS 650 @OLIL�� OL'r.�POL',PRD�P. MOF x 3.0'LONG r-TRway PLASTIC LITE KIT MATERIAL PRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL 1.500" APPROVED UNDER Yaj0E-0-828.0-1 APPROVED UNDER ML&L-0,22-8-011 APPROVED UNDO?MLIM--1-209M 1.250" 109' 0.868' 0.482* 0.585" go 0.375" l7r, 0.375'---� �-T Ci d 0.624* T- 0 V80 QUARTER ROUND 32 0 101 T- SIDEIM STOP 1.750" ASTRAGAL HAS TWO 0.3125* 2500, o 1.736'0.675 ❑ Z137'1.012; PINE 2.040' M DIA. x 9'LONG BOLTS; 0 1 FO 0 0 1 1400-0iltal I ON I ON 13OTMU 1__� 0 1.375 rl 1.025" LL:O-,) 1.381. 4 0.097- 4.000' ASTRAGAL WMK) ASTRAGAL LIM DOOR LATCH STRIKE DOOR LATCH DEAD MULLION HAGER STEEL BUTT 5! 40 @ STEEL BOLT STRIKE PLATE @PINE(81.25-LONG) 04 x 4'x 0.097"THK. STEEL 6063-T6 ALUMINUM S(IMPERIAL 0.125"STEEL) STEEL mt 11.875" 1.710' m\ 0.582 1.000 DIA. VARIES WITH HARDWARE USED 4.041' 0 ARD BUMP FACE INUM - BY PEMKO 4.000* '-kS5 IV6WWWOOD INSERT DATF- 9-11-01 Prepared By: SCALE. N.T.S. ///// ?* L Q D".13Y. JwJ -cw_By.S. WFELL JL 1 4 WOOD LOCKBLOCKPhone407-644-6957 DFAWM BUILDING DROPS,INC. S-2104 S :FINGER JOINTED PONDEROSA PINE 2=8 Fax:407-644-2366 Isim-8 OF t 9 • . iMIA1Ml•DADE lifl"1I-11ADE COUNW g pitontit I,CONTROL SECTION 11805 SW 26 Sircul,Room 248 DEPARTMENT OF REGULATORY AND ECONOMIC:RES011110ES(itElt) Miami,Florida 33175-2,171 BOA 111)AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) - wr Mmiamidade.gavleconomv Clop ay Buildfaig products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE: This NOA is being issued snider the applicable rules and regulations governing the use of construction materials.The documentation submitted has been'reviemed and accepted by Mianii-Dade County RER-Product Control Section to be used in Miami bade Comity and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter the expiration date stated below.The Mianti-Dade County Product Control Scetion(fin Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality assurance,purposes. If this product or material fails to perform in the accepted manner, the manufacturer►viii incur the expense of such tasting and the AHJ may immediately revoke,tnodi fy,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-nadc County Product Control Section that this product or material fails to meet the requircntetuts of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, :-cx_l,.•. •• �:i,rs}.�7�e1aeitlzT3�,xr�rsara.�2cnao DESCRIPTION: Single Car W7 Stecl Pun Sectional Garage Dotter up to 9'-U" Widee-1vl Optional frnpact Resistant Lites(DP-1-92.0,-48,0 PSF) APPROVAL D � ,tit .b ra%vrng o. 17 ing a Car an or w mpac eststant Lites",sheet 1 of 1,dated 0611312008,vvith revision 5 dated 01/0612012,prepared by Clopay Building Products Company,signed and geealed by Scott Hamilton,P.L.,bearing the IYfiarni-Dade County Product Control renewal stand)with the Notice of Acceptance number and expiration date by the Minni i-Dade County Product Control Section. MISSILE I1V1P C'liT arge an mit rss a pecWas rsan Li73E'LING:1Z permanen_a c a jilt tfic rnanuTac -er's namlogo, I Street,Troy,OII 45373, model number,the positive and negative desit,m proe%urc rating,indicate impact rated it applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement readinu `Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENTWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable buildling code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cage for termination and removal ofNOA. AT)VEItT SF.MENT: The NOA number preceded by the words Miami-Dade County, Florida, acrd followed by the expiration date may be displayed in advertising litemai e. if any portion of the NOA is displayLd,then it shall be Clone in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the Job site at the request of the Building Official. This NOA renetivs NOA#12-0125.09 and consists of this page i and ovidence pages E3-1 and B-2,as well as approval document mentioned above. The submitted documentation-was reviewed by Carlos M.Utr a,P.+. e. NOA No 13-0625.06 rnatarnu4aecourmr �y_ �f xpirationBate: August 21,2018 Approval Date: August 15,2013 IL, t2tt pa Page I Clapray Aullding Products Comp€iny NOTICiOF ACCIPTANI . EVIDENCE SUBMITTED A. DR.AANVINGS 1. Drawing No. 101702,titled"Single Cat W7 Pan.Door with Impact.Resistant Lites", sheet 1 of 1,dated 06/1312008,with revision 5 dated 01106/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted underNOA#08-06.18.03" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 241-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 5)Tensile Test per ASTM R8 Along Nvith marked-up drawings and installation Wag=of 9'x 8 ,24ga steel garage door Model 94W7 with windows, prepared by American Test Lab,Inc.,Test Report No. ATLNC 0305.01-08, dated 05/2812008,signed and sealed by David W. Johnsen, P.E. 2. Test report on Salt Spray per ASTM B117 of painted 040 galvanized coated panels, prepm-ed by Stork Materials Technology,'fest Report No.30160-04-63365,dated 011261201}5,signed by John D.I-ee,PK C. CALCULATIONS `Submitted under IVOA #08-0618.03" I. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 06/1312008,signed and sealed by Scott Hamilton,P.R. 1l. QUALI'1'Y'AS5'URANCE 1. Miami-Dade Department of Regulatory and.Econondc Resources(RER) 114 t 14410 � Carlos M.((Utrcra,P.E. Product Control Examiner KOA No 13-0625.06 .Expiration Date: August 21,2018 Approval hate: August 15,20 13 �-Y I Clopay Building Products Comoany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS I., Test report on Accelerated'W'eathcring Using Xenon Are Light Apparatus per ASTM. 0155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering &Testing, Inc.,Test Repoit No.HETI-06--A002,dated 12/0412006,signal by Rafael E. Droz-Seda,P.E. 2. Test report on Tensile'Gest per ASTM D638-96 of Lexan SIM432T Clear Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. k1.ETI-06-T566,elated 12/0412006,signed by Rafael E.Droz-Seda,P.E. 3. Test report on Tensile Test per ASTM D638-96 of Lexan SCM432T Clcar Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Repos t No. IHETI-06-T634,darted 12/0412006,signal by Rafael E.Droz-Seda,P.E. 4. Test report on Self-Ignitian Temperature per ASTM D 1929,Rate of Burn per ASTM D635,and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC Laboratories,Test Report No.ETC-06-1024-17496.0,dated 05/.2612006, signed by Joseph L. Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013,signed apd Mica y Scott r1arnitton,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 46113/2013,signed and sealed by Scott Hamilton,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No I3-0625.06 Expiration Date: August 21,2018 Approval Date: August 15,2013 X-2 4 L 3 2 .AY AIDOLLS 84A, 94, 94. N94JOKA ¢ 1Pr aawrno EAD S112S ATIAQiW M DCOR%W MM PATFMCO TIXrL-LAC 57'SIUL EW SmES 07 OS/IB/OI Q-d0.W1 @a5 C-QO HOL (aI WDE 48ST. HAST, AF PAH:tD Tor-L-Loc CLW2sss AT TOP AMC 111 m Da101 AkWW n¢rRWU Fbcc SFCTTON i3-F3 Da a4 ADL ED f#Q OFD 16 CIF ItODElS _. NOLtriS HOOELS: 48 21 secu"WA cel'oaL-Loc amuas:� I � r t,,y ui asl(s/m aoDp uaunva WPL RmsutO Lon. IB-fECTCHS me(4)IVC-L-LCC LB;O$f¢& CJ 01/00/19 @ CQWI I&N3 t9uT rilr 9Q10 TRACK CQNFIGLIRATION N0R°01tw'TRAcic gw�olu '' YIA.OP.lIWO4C® m'DOM IurtAnm(TO SUS. A DYTERD TETT L fASWE�C[E(2) TAT aP IN W,TQY1 A"TH€. LW?TOP BAA016E T� +� ID UA[DURE AOIiCTiTeR(ALONfl CEAQAOI. Q Igrta.OitONJM i .�• 05®wtT.vr /• $5 74L'l T't. .• •••�-•A SN - IRML eRAMt(ACU. fl LJ 69S BGa 06 ItIN1G-sS6WlU aA2�IDI Ewa I 1 aYNO apa&JWGu10. �•Uvem fimam m iL6 LIIltSQ ll p v n v Y P q tl yT'.a W N/RNANP-16 ]T_ ' IRI r)J1 ."ew1111=Dar. mIStF ra0L7e ,v b! A a vA+L auw_".lR-1 tI: f DOMR000 C1T0� LAA70ro IS"CI ON VOLWD Ot LDU-9{Jt 00. aula- ID V6.C+V.4&EEL rUL G9tV0.T.EifM FA81en®rV AN AV O GQ I.7ASDU IN ACCORD.=BOTH '4006 JIaIe MTM W Bj18•.1-TIr WOW W sTC.m �Rt/raC 2AO8. 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Sc>zvrmN• a IJ4 isle•OOL7&NUI RP> 74 Oi ONLY.®.ix0 IahCE Fr31EtII0 TL FW SALI9.1.)fKM ����� 6 B� T j tom' 5wG-LE CAR LP7 f'Ata (�tN( MR fl*W'BRAT LEER fiCgL"&(A)Ifo•9CV rMf�R'A1 SQA. ��11 Doaeoa- J.T/2 CLOPAY 7ULA)ING P TS - ,'I V.-W W VaT11 IMPACT RESLSWr UTES THIS P-109,41 cv.,O.rs w 8$8$ GUFF'BLttO- ' TIO'RMUSIE14=9 OF TME 260'f / ' Building Products aaAvrRn PRw9Ea• vEl> Alp 2010 r6C. E•10 OCL 4IEL1.t1flLI.ER P7-3/rCx7 t4 x•1 tNTH 9IEt1 OR NTLWN I �'iORI QCi tdA`i473,01110 65040 Clam - _ . . saP .'Lr '$ 101702 MD Comment Response Sheet Flo eacaauaowcaUSUNGuM 4�9AaR.LW'OVAIttAW CIIfGRMIX4V COMAWNT RESPONSE SHEET F October 3,2014 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 Re: Applipationj Permit#RC14-2031:;: a F� Owner Name: Jonathan C. Buckland Address: 358 NE 94 St Miami Shores,FL Dear Plumbing Plan Reviewer: Hereby we are addressing the comments that the City of Miami Shores Village have based on the: PLUN[BI -COMMENTS FBC 107.1 As per Miami-Dade Ordinance Chapter 8-10-show the location of all applicable utilities. This shall include but not limited to sewer, sewer lateral, water meter, water service and any gas lines or tanks on property. Show septic tank and drain field size and location. Please see all applicable location on sheet A-1 at survey. F.I.E. Comment Response Sheet t FLORIDA WTERMTIOPM DMEERM&13TM LM P61G11f.PP W VAT10N.PllEGA4itt1Y 2. C 107.1 Health Department approval required for onsite sewage disposal Please see approval stamp from health department on revised set of plans CR P2801.1 Provide type and size of water heater Existing water heater located at proposed laundry room to be relocate as noted on sheet P-1 (� L, F CRP2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code Z. .� ,�� Please see table and not at sheet P-1 �. FBCR 307.1 Provide fixture clearance and dimensions for new bath upstairs. Please see fixture clearance dimension on sheet P-1 . FBC 107.1 Second floor bath shows two lavatories isometric onlyshows one clarify. Z_j fY Second lavatory added to isometric on sheet P-1 7CR P2708.3 Shower control valves. Individual shower and tub/shower combination valves shall be equipped with control valves of the pressure-balance, thermostatic-mixing or combination pressure-balance/thermostatic-mixing valve types with a high limit stop in accordance with ASSE 1016 or CSA B125. The high limit stop shall be set to limit water temperature to a maximum of 120°F (49°C). In- line thermostatic valves shall not be used for compliance with this section. Note added on sheet P-1 at plumbing fixture connection schedule table F.I.E. omment Response Sheet JL ' ` t ✓ RORIon IMERNATIO M UMNEUM&7ESMVGL B 4�OR.LUlOVTImNW RGflATLLN /. FBCR P2903.5 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. A water-hammer arrestor shall be installed where quick-closing valves are used. Water-hammer arrestors shall be installed in accordance with manufacturers' specifications. Water- hammer arrestors shall conform to ASSE 1010. Note added please see point of discharge table on sheet P-1 t F.I.E. Comment Response Sheet FLORMWOMTHMM 461GHI.INNOYAl10.W WIEGAANM NTRESPONSE SHEET October 3, 2014 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 Owner Name: Jonathan C. Buckland Address: 358 NE 94 St Miami Shores,FL Dear Structural Plan Reviewer: Hereby we are addressing the comments that the City of Miami Shores Village have based on the: STRUCTURAL COMMENTS 1. Specify wind pressures on the door/window schedule Please see required wind pressures on window/door schedule 2. Provide the front cover sheet for FL 1558.1 Change of product please see front cover for new FL 10599.1 as noted on window/door schedule. �'��u'1p' Comment Response Sheet ROMMBJTERN MMM ENGWEEIBfVG 676i4itii IAB 4 OR.P\'WAILL�.P1ii4CVi[G\ I Copy of NOA for window `B' most be provided. The NOA# must be specified in the schedule. Please see NOA attached also specified at window/door schedule. SgORFs Miami shores Village ` '� 9,3,7 Building Department some pmt 10050 N.E.2nd Avenue Miami Shores, Florida 33138 tom^ Lir Tel: (305)795.2204 �lOR1Up' Fax: (305) 756.89724 t� f November 4, 2014 Permit No: RC14-2031 1 L Building Critique 1. Plumbing approval required. 2. Sheet A-1, Occupancy classification you have indicated that the existing building and components are of a construction type I. Please check the requirements of a type I construction under chapter 6 of FBC 2010 3. Fence should be submitted under a separate permit. Ismael Naranjo, Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. CREATED AS REINSPECTION FOR INSP-219890. RC-14-2031 358 NE 94 ST 9-22-14 3.FBCR P2801.1 Provide type and size of water heater. 1 4.FBCR P2903.1 S e of ater service pipe.The water service pipe shall be sized to supply water to the structure in the quan 'tie and at the pressures required in this code. 10-27-14 FB 2903.2 Maximum flow and water consumption.As per Miami-Dade Ord.Sec. 8-31 plu ng fixtures shall meet the local water flow restrictions adopted by Miami-Dade County Water and ewer(water closet 1.28gpm, lavatory 1.5gpm,shower heads 1.Sgpm and kitchen faucets 1.5gpm]. NOTE HAS BEEN REMOVED FROM PLAN BCR P2801.1 Provide type and size of water heater.Type of gas and total BTU's ..._-. 3. FBCR P2903.1 Size of water service pipe.The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. �s 4. FBCFG 401. If gas is to be provided show gas isometric, pipe size, material,and total BTU's i t j RC-14-2031 G11Y 358 NE 94 ST 9-22-14 COP.Y ZFBC 107.1 As per Miami-Dade Ordinance Chapter 8-10-show the location of all applicable utilities.This shall include but not limited to sewer, sewer lateral,water meter,water service d any gas lines or tanks on property.Show septic tank and drain field size and location ZZFBC 107.1 Health Department approval required for onsite sewage disposal. FBCR P2801.1 Provide type and size of water heater. FBCR P2903.1 Size of water service pipe.The water service pipe shall be sized to supply water to the tructure in the quantities and at the pressures required in this code. FBCR 307.1 Provide fixture clearance and dimensions for new bath upstairs. 6. FBC 107.1 Second floor bath shows two lavatories isometric only shows one clarify. FBCR P2708.3 Shower control valves. Individual shower and tub/shower combination valves shall be equipped with control valves of the pressure-balance,thermostatic-mixing or combination pressure-balance/thermostatic-mixing valve types with a high limit stop in accordance with ASSE 1016 or CSA 8125.The high limit stop shall be set to limit water temperature to a maximum of 120'F(49°C). In-line thermostatic valves shall not be used for compliance with this section. 8 BCR P2903.5 Water hammer.The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer.A water-hammer arrestor shall be installed where quick-closing valves are used.Water-hammer arrestors shall be installed in accordance with manufacturers'specifications.Water-hammer arrestors shall conform to ASSE 1010. 11/04/2014 10:41 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IA001 *** TX REPORT *** TRANSMISSION OK TX/RX NO 0068 RECIPIENT ADDRESS 93053781997 DESTINATION ID ST. TIME 11/04 10:40 TIME USE 00'32 PAGES SENT 1 RESULT OK L.REAi ED'AS f-ti IN$P C'TlON FOR INSI1•219890. 458 NE 94 51 9.22-14 _,.Fk)CR P2801.1 Provider type.:arid size of water heater. n.rBCR P2.9013.:I Size of water service pip(-'�. The water service pilus hall he sizet) to supply water to they sfrucl-urr� in the quantities and it the pressures required in this c.:ode'. :ICI-r.7.1/ 1. FBCR !2903.2 Maximum flow ;and water Consumption. As per Miami-Dade Ord. Sac, plumbing fix-kur(ss shiffl meet. they fecal water flow restrictions adoptF!rl by Miami.fide County Wate.r and Sewerwater closet:,cit: '1.2figpjT1, lravat.ory 1,5gpm, shower heads 1.5ppn1 and kitcl:hon faurets NOT'L HAS 111-EN REi1 OVFD FROM PLAN 2. FBC R P2801..1 Provide type and size of wslter hc,arer. Type of gigs ,and i•c'at ral 1.31 CJ's 3. rBC'R 132903.1 Size of water service pipe, The watr?r servitc! Pipe 511;111 bf-.! ,i.Pd to sUpply wMK t.o the strUCturr_ in the (Wantitie5 and at they. pressures required in this cock. /<. f t3C.1 G 401. If{;tis i:; to be provided show{,,�,ItaClrt�!?tric, pip<;, �;i�t�, rltrzl.r�ria#. and toti.al fii't)'ti i Miami shores V ,5N°REs i Building Department, ' I ;s ® "lilt" 10050 N.E.2nd AvenuevF Miami Shores, Florida 33138 L'"eNrft too o`� Tel: (305)795.2204 ORIDA Fax: (305)756.8972 October 27, 2014 Permit No: RC-9-14-2031 Building Critique 1. Permit application is unacceptable. Provide original permit applications without corrections. Building review will be completed once the new application is submitted. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. ,58uRF� Miami Shores Village -� Building Department .... pout! 10050 N.E.2nd Avenue Miami Shores,Florida 33138 ' ®ore Tel: (305) 795.2204 OR0' Fax: (305)756.8972 �►�� ,y Permit No: �-C 1�.��3 ' � ��� .,_ PY Page 1 of 1 Structural Critique Sheet STOPPED REVIEW Plan review is not complete,when all Items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re-submittal drawings. Mehdi Asraf gB0S G ■�� p...� Miami shores Village Building Department 10R1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 1 RE_ PERMIT#: 04 Z®b` DATE: l o - 1, �So42 W&go d r-2- (NAME) � o Contractor i ❑Owner &Architect Picked up 2 sets of plans and (other) (Sn LA-j1'*—( Address: 3 ljq Y �T From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: I a v 10/3/2014 Florida Building Code Online }( �}tth` BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications'I FBC Staff I BGS Site Map I Links ( Search Bus nes , Prolessi �a1 ohw�' l Product Approval USER:Public User Regulation Product ApnrnvalMrmMrmt>Product er ApplfeaHon Search>A�gnli ation Imo+>Appllcation Detall e4 FL# FL10599-R4 Application Type Revision v Code Version 2010 Application Status Approved Y r r Comments Archived E: Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,01-143517 (419)298-1740 rickw @ rwbldg consu Ita nts.cam Authorized Signature Vivian Wright tickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer g neer or Architect Name who developed the Lyndon F.Schmidt P.E. P Y , Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J.King,P.E. W' Validation Checklist-Hardcopy Received Certificate of Independence FL10599 R4 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year •• ••• • • ASTM D1929 1996 • • • • . . :4MO300 2004 • •• ••i :W:MV4 2000 • ••i • • • • 2.04,0202,203 1994 •• �• • Equivalence of Product Stmdardo•• Certified By i•• • • • • ••• •.• • • • • Floritla Licensed Professional Engineer or Architect • • • • • • • •FL14599 FT4 Eouiv of Standards.pdf Sections from the Code 000 0 https:/twww.floddabuilding.org/pr/pr app_dtl.aspx?pM;m=ar8EOIQUAn$42-4 fM'P16B%2blzeCT4szB%2b5bDw%2fNiURs5JtOyJETEg%3d%3d 1/3 10/3/2014 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 05/11/2013 Date Validated 05/13/2013 Date Pending FBC Approval 07/02/2013 Date Approved 08/23/2013 Summary of Products FL# Model,Number or Name Description 10599.1 a."Profiles"and"Traditions"Series 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing(X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10599 R4 II INST 10599.1.pdf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10599.1 for Design Pressure Ratings,any FL10599 R4 AE EVAL 10599.1.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 10599.2 b."Profiles"and"Traditions"Series 3'0 x 6'8"Impact"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10599 R4 II INST 10599.2.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10599.2 for Design Pressure Ratings,any FL10599 R4 AE EVAL 10599.2.01' additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10599.3 c."Profiles"and"Traditions"Series 3'0 x 6'8"Impact"Steel Single Door with Sldelites-Inswing or Outswing(OXO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10599 R4 II INST 10599.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10599.3 for Design Pressure Ratings,any FL10599 R4 AE EVAL 10599.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10599.4 d."Profiles"and"Traditions"Series 60 x 6'8"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10599 R4 II INST 10599.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10599.4 for Design Pressure Ratings,any FL10599 R4 AE EVAL 10599.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 10599.5 e. "Profiles"and"Traditions"Series 6'0 x 6'8"Impact"Steel Double Door with Sidelites-Inswing •• ••• • • • • • • or Outswing(OXXO Conflguration) Limits of Use • •: ••; ; • • Installation Instructions Approved for use in HVH4AS•• • ••• • • • FL10599 R4 II INST 10599.5.odf Approved for use outside HVHZ:Yes • • • •• Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A • Evaluation Reports Other:See INST 105996 for ads?gn Pregre4R%Nngs,sny ••FaL10599 R4 AE EVAL 10599.5,.pdf additional use limitations:Ifi allatlon insYvationsand proQuct •created by Independent Third Party:Yes particulars. (Note-ASTM E 00-.%$utliod:or areasMnside the HVHZ) • • • •• •• • ••• • • • i i•i sac roett¢ https://www.floridabuilding.org/pr/pr app_dtl.aspx?para*tm=6EftQ&pUfX§i2-,VN-Pl8B%2blzeCT4szB%2b5bDw%2fFViURs5JtOyJETEg°/a3d%3d 2/3 10/3/2014 Florida Building Code Online Contact lie•:1940 North Monroe Street,Tallahassee R 37399 phone-8Sn-487-1874 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Sta ment::Accessibility Statement::Refund Stat m nt Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S., please dick Here... Product Approval Accepts: Cl seculri Af1:TIlHt'S ••• •• • • • ••• • • ••• ••• ••• ••• ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraxi46EISQ tfY;i2',VM# 16B%2blzeCT4szB%2b5bDw°/92fTViURs5JtOyJETEg%3d%3d 3/3 R W R W Building Consultants, Inc. B Consulting 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 Authorisation No.9813 Product / Date: Mar 7,2013 Product Sub Category Manufacturer Product Name _ Category Swinging Thenna Tru Corporation "Profiles"and"Traditions" Exterior Exterior Door 118 Industrial Dr. Steel Door Doors Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma Tru Corporation based on Rule Chapter No.9N-3,Method 1 D 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 Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). ro uc an ors s a rbe 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 BuildingCode and does not require an impact resistant covering. e9 P � 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.4 of the FBC. 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-10599.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal outswing item#31 meet water infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurations using sill item#18 and#33 do not meet the water infiltration requirements for the "HVHZ'and shall 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. 9. All steel shall be protected as specified in Section 2220 of the FBC.In addition,steel in contact with aluminum shall be protected as specified in Section 2003.8.4 of the FBC. 10.See drawing FL-10599.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testinct Laboratory Sinned by 15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96(2000)el Architectural Testing,Inc. Joseph A.Reed,P.E. ETC-01-741-11004.0 TAS 201-94,TAS 202-94,TAS 203-94 ETC Laboratories Joseph L.Dolden,P.E. TEL-06-0717-1 TAS 201-94,TAS 202-94,TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. 2. Drawing No. Prepared by Sinned&Sealed by No.FL 10599.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Sioned&Sealed by Anchoring RW Building CpR91ult2dllo,Tc.•(CAs#9843)* •• Lyndon F.Schmidt,P.E. 4. Quality Assurance •0 • •0 0 o Certificate of Participation issued by Nationaj 64tcregilation an Manpg'®merR jristitute,certifying that Therma Tru Corporation is manufacturing products within a quality assu*ranprdgrAmtitat complies with ISO/IEC 17020 and / Guide 53. • ••• • ••• ••• 0 e • 0:0 • Lyndon F.Schmidt,P.E. • • • • • • i • 0 0 FL PE No.43409 PF 1378 • • ••• •• •• •• 5/7/2013 Sheet 1 of 1' • • . • • ••• • • • •• t THERMARTRU THERMA TRU DOORS 3F72�� 118 tNDUEsTRML DR., EDGERTON, OH 43677 � a TEL. (419)298-1740 "PROFILES" & "TRADITIONS"SERIES �- 9Ai�STH----1 STEEL DOOR d 4 INSWING/OUTSWING 0000 "IMPACT" Grunt.,M! i, 1?ds has bean evoluafedAd is 6 compliance with the 2010 Florida Building Code(FBC)structural ...�I g the Veloc%Hurricane Zone" .92 Product onschdrs stall be as 94d:*14ced as shown on detofis.Anchor embedment to base material ° a ••••shall be beWw all dressing orAjccs.• , g 0000 • • • y, U n used fh%4HY 11*ptdd• 14 sompbs with section 1626 of the Roridda Butting Code and does not d Q ••••%quire an impact resistant cove• D ' ® n �j 0000.. 0 • • it.*dMhen usedsn areas outside of&-"mr requiring wind borne debris protection this product comps with L a Section 1609A.2 of the 2010 FSG WdoWs not require an Impoctresisla d covering.This product meets fd# ...anissile level°D'ancUnctudes Krutzone 4 as defined in ASTM E1996 and Section 1609.1.74 of the FBC. a 000900 0000.0 5. For tic stud Rarrdngtonstructien.arboring of these units shall be the same as that shown for 2x buck ENO rr ••••masonry carstructipn. • • • 9.9.99 • 6. SBa condlAns tl o;deviate from the del(*of this drawing require further erlglnaming analysis by a kersed engineer or registered architect. 7. Oulswing configurations using coastal outswing item 031 meet water infiltration requirements for NVHY. o a kmft configurations and outswing conflo rations when using fleet 618 and ht m#33 do not meet the o� wafer infiltration requirements for the'HVW Inswing units shall be irstalled only in non-habitable areas or at 7ROfur a TRAamo DOORS habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to sill is less it=45 degrees. 9. All steel shall be protected as specified in Section 22x0 of the BC.In addflon,steel In contact with IN okffr*um shall be protected as specified in Section 2003.8.4 of the FBC. TABLE OF COMM! SHEET# DESCRFPDON i TYPW ft%v ion.design pr mm germal roles csawLL 2 Doanparno et its OA7Q Q 27 92 3 Doorportaldetalls scar: N.T.S. 4 HoriaNM crass seCUMS wrv.er: JK s Vertxa cross seats UMMIc 37.75-x 82.01- +47.0 -53.0 au.M LFS 6 Buck and Game anctwrine 2X buck masonry const uction 7 Ttame 1X buck ma�rny corshucibn ausam ours B BIB a erials ane comwarbs ot)fswlNo 37 75-x8062 +50.0 -50.0 FL-105-.l o s� t aF s 1 6 4 -"A EXTERIOR ti m 3 �o nZ o� z INTERIOR 36.00"MAX. 6 E ••.• BOOR '•••• • PANELMIX •• HORIZONTAL CROSS SECTION • • 2 •�. 2 • •..• i 1.66--1 Ed •..• fr t a • ,Rego • • • o • v • • �I o • •..• Z 70P RAIL 5 80 RAIiL o � • p3• • • • Finger Jointed Wood composite •..• fq����_j •� � ponderosa pure EXTERIOR INTERIOR a a • • 2a� '} eggs •.. •• • Imo--2 625"--�{ ' • i I U 20 N LOCK BLOCK Wootl.10-3/8' � "PROfllES'$ERIE$DOOR P,4AfEL ��" 1.62" apNQ5 Ov1 M m N�Z tl wn 2/27/12 i 3 scue N.T.S. ° n WOOD HINGE SIDE STILE `ZwOOD[A7CH SIDE LE 2 VERTICAL CROSS SECTION M ABY. JK # LFS MOW=No. W FL,-10.599.1 0 SHEET 2 or 8 l'TRADMONS SERIES" 4 e h n 3 EXTERIOR o Z zgqm� H 9d= S INTERIOR 'dam w a � 38 6 J •••4;6W MAX. DOOR "•:`.,':`. ••••: •••• PANEL WIDWH • z • • • • �11 HORIZONTAL CROSS SECTION " ::=`.••s,.;':; :,` �•••• ••• •i 2 • • 2 seseen Ed �f q •••••• •• • D � r 1d • Does:• • ix • • I�-1.66 —�I 1.66" `�3 • m • I I • •••• � • • .635'03 - W O (3 • • • • •••• g EXTERIOR INTERIOR •••• • TOP RAIL BOTTOM Rant ••• • • 4 lamer Imo a S Wood composts z� M _o ct N ct � "fRaDIROMS"SERIES DOOR PANEL rn�" 1.67 1.66" � r �A , s 4 41 0 ONO J h N W Z ULLMN^Z V Onrs 2/27/12 i WOOD HINGE SIDE SDIE l WOOD!AT H SIDE STILE scum- N.T.S. g Dws.BY. A m (NVVERMAL CROSS SECTION CHK.BY: LFS ; 2 DRAW=Nm.: rc g FL-14599.1 0 MiEET 3 OF 1 2 5 5 INTERIOR W @ o D50 9 10 ° Q °° �' 5° +�►s ® ® H �Sn,;, Z .: 10 -.2.2 e N u Q ° Z m 0 V WAMAW4 p`p �s m Z U (lVl N 21 yE� �y Q° S ..•• 4 � � 4 a ° ••••i 6666 • $ ] ° EXTERIOR • ••066i 17 i 8 6666• • � � � z • • ° 41 �O 6666•• Q ° ] m Ny 6666 •• be •••:•• E 66009 i0• • D 2000 6666 6 C A x�o E v I 4rJ • 6 R i 066i R 00.6• 3 4 5 1-1/4°MIN. L o 0 y • ;• ° 0• 0 0 5 5 5 EMB.(I TF.) & *000 000 0-0-., • •• 50 �31 HORIZONTAL CROSS SECTION 10 ° a a } • •• 27 4 Shown w/iX sub-buck 4 Q ° m "•• °0 ' INTERIOR INTERIOR 10 N O N ryj . ....... .. A ' b . 7 ° 8 EXTERIOR EXTERIOR 40 8 k9 o 50 L L o N g tp N m :i o d 0.1 Jr°20 213 .v v N^Z O a` D CSINK CSINK .- ouE 2127112 i (TYP') C 5GALL, N.T.S. S � 1-1/4°MIN. B g awc.ev: JK m EMB.(TYP.) E CHK,BY: LFS ; HORIZONTAL CROSS SECTION .:HORIZONTAL CROSS SECTION 1-1/4'MIN. uanwmc NO m a 4 Inswing configurafion EMB•ITYP•1 FL-10599.1 0 q Inswing configurof on o srt 4 of�• m 4 IN E i� iA . W �m d D c E ® d n m . ° 4 d 2 Z O _I fll B gSop�W C ^� A C a o 9:4••• 4C• •• • L z" 40 79 0 • • • o-`Y"j 7 Z 6:• ** •• 'S EXTERIOR INTERIOR 8 � �� •• •• EXT C� ••A�RERIOR EXTERIOR IMERIOR ••• ••• •• ••• _ 60 o ••••• VE RWCAIPCROSS SECAON z 18 r1 VERTICAL CROSS SECTION :•• •• $ +iPSiriPC5 y o • • Non � 4G Shown w/tXsub-buck • • • E •• eoo •• o • •• INTEPIN 6 •EXTERIOR -,P**4 •• • e' ° p,.. 40 S2 1 EXTERIOR INTERIOR 31 N 33_ b0 zo 0 4 VEIMCAL CROSS SECTION 40 $N E E 4 Oufswing contiguraHon G` E o see general Hotta 8,sheet 1 r`� +a,N���� > 4�.��'h i�• for'FIVHPWaterfifahniion ^� � requirements 12 LU °a N a Z tl g 2/27/72 °z s3 VERMAL CROSS SECTION 0 VERTICAL CROSS SECTION DM. N.T.S. m $ Insving r=,=Ion $ Outswfig conRguro#ion JK m' g see general note 8,sheet i see general note 8,sheaf 1 cft BY.. LFS for'HVHPwater inCtration for HVHPwaterinfiltration DRAMG NO, requirements requirements FL-10599.1 c aI Sr_5 OF 8 a • � I � � tl G q r•.°. to .a E p TYP.HEAD &JAMBS MASONRY SEE HINGE —' TYP.HEAD& f 2g OPENING ••• DETAIL 1 MASONRY OPENING JAMBS K c U • • SSSS• • • Z • • • • c �z z • • • p K $ zv SSSS•. • ••• FRAME ORE • • • • n O SSSS!• 27 U • SSSSGoes •• •• __ = m Wk • •• 2X BUCK • •• :so•o• SEE p o Does: • ••s1• HINGE 2X BUCK h v LATCH&DEADROLT DETAIL o j • • •• eggs • DETAIL 2 F OUTSWING p 6 t°.j a • •••• SSSS o YU • • O <a SSSS•• m •••• • • � INSWING Cra SSSS•• ��� 44 Soso • • • 41 g • b V) Z • zo N SUCKANCHORING HINGEJAMB FRAMEANCHORING STRIKE JAMB Masonry 2X buck conmtNction 'o X �i IL CONCRETE ANCHOR NOTES: a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. U� edge distance to mortarjoints. L 9 9 N 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 10 o N a maintain the min.edge distance to mortarjaints,additional concrete anchors 10 y a o may be required to ensure the"MAX.ON CENTER"dimensions are not exceeded. 10 10 3 Concrete anchor fable L L ,-0 °n Ii N 1fi451! fi11At t.... ..........................� A.ltl� ......................... Dnp 2127112 °z ....................... #'k . ... lNBFL MEtt1T . iJAASti1VVR1' ..........3 t4LSJACFNI 10 10 scams N.T.S. 9 S .....:::� $. .:..... �WCtiek;:::;:' Dian.Sr: JK m ....... .. ..:.......... ... ......... ..... ITW g TAPCON® 1/4" 1-114" 2-t12" 3° cMc — LQ 3 DRAWWO NO.ELCO : a ULTRA ON® 1/4" 1.1/4° 1" 4° HINGEDETAILI HINGE DETAQ2 FL-10599.1 m°o SHED 6 OF 8 r r Ed m oda n $n ° 6" Mo om oz°[�Z • I " d w>ri� a. S•. V�.nj..��J! �] z Z uQa �oEgs�� _ Ed J Q0 a maa oS c SEE HINGE MASONRY LL o_ Z8 B $ DETAIL 1 OPENING TYP.HEAD 8 o S *:so > JAMBS g3 S • •ii• • as p4••••• • FRAME •® H mo •i•••. 27 ••.• •• — zZ S•i a{ J O p • •o•• HINGE • 1X BUCK Z LATCH&DEADBOLTDETAIL o i • DEI'�Itg• i • F OUTSWING �p w o i • • INSWfNG a a •a•ii• •••••• • a•i•ia }} gyl i••••• • • b lI- -I i • , c v v 1�'T v"v z Z HINGE JAMB FRAME ANCHORING STRIKE JAMB z o V) Masonry 1 X buck construcilon N g, CONCRETEANCHORNOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. H 9 9 i edge distance to mortor joints. 1 p r a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 10 maintain the min.edge distance to mortar jotnts,additional concrete anchors 10 10 o N a may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. H H v,a o 3 Concrete anchor table iINCNt�k„ -Oft.. Mli.. MIN G........- •(�E �IIFJ: I 10DATE 2/27/12 SDFS scniEN.T.S.ELroac.ay: JK 'm IIW 3/16° 1-114° 2" 1-1 2" CM.sy: JK 3 TAPCON® 1/4" 1.1/4` 2.1/2" 3" HINGE DETAIL I HINGE DETAIL 2 cmcBY.- ELCO ULTRACONe 114" 1.114" 1" 4" FL-10599.1 0 0 siEEr_L of 8 r m m wf z BILL OF MATERIALS N d ITEM DESCRIPTION MATERIAL $ o t# t A IX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C I l X.1-3 SHIM SPACE WOOD F+ f� a4m - °a$a D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4563° 8563° ° � °G E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3T 0U SW►NG T8 OIRSWING g F 1/4"X--1-/ ELCO OR ITW CONCRETE SCREW STEEL Threshold coastAL Threshold •• 3/I6'•X9aq?4"PFH ITW OONCRIZE SCREW STEEL # 1/4X2-1/4"PWELCO NCRETESCREW STEEL ••••• 1/4 ELCO R RW CONCRETE SCREW STEEL $ a3 • K #8X2-IITPFHWOODICIJEW STEEL, �n •••• L #10X2-/TPFHWOO s • STEEL W DO !P OFILES STSEIrSE10 6 24GA. .022"MIN.,Fly=48,471 PSI MIN. STEEL 4.563' o • • 1�A DOOIb WbT DITTO IES 25GA. .018"MIN.,Fly=27,830 PSI MIN.) STEEL 5.83" w o 0 •• a TOP RAIL WOOD • 3 LAT111491I6Fi• • w WOOD o • •• sA HING STILE •••• WOOD II I g3 �3I BOTTOM RAIL •••••• COMP. o Fes— �� r s`n�`c;.��`'M1' a �'��. & 0@0006 POLYURETHAiIE FO ibs.DENSITY 2.36" FOAM • 7 MORMH COM RESSION WEATHER-STRIP ERMA-TRU FOAM HEAD b SIDE INSWING •• 8 LONG REACH COMP THER-STRIP ERMA-TRU FOAM 19 20 comb 33 Thrasrwld m 9 4"N•48 W Q 097"THK ERMA TRU STEEL s 10 #10)P3/4 PM WOOD SCREW HINGE TO FRAME STEEL 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 18 THRESHOLD OUTSWING ERMA-TRU ALUM./WOOD z 19 HEADER JAMB(4.656'X 1.25"THERMA TRU,PINE)SG>=0.43 WOOD a 0 20 SIDE JAMB(4.656"X 1.25'THERMA-TRU,PINE)SG>=0.43 WOOD o 1 DEAD OLT-KWIKSET SIGNATURESERIES(7 L 1.918" �N 27 LATCH STRIKELA TEEL 'd o 28 BOLT PLATE 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD IN 32 DOOR BOTTOM SWEEP PVC a 33 INSWING THRESHOLD ALUM.COMP. yEp o N a 38 LOCK BLOCK 2.625"X 10.37S'X 1.625'THK. WOOD 32 w o 40 PROFILES z SERIES DOOR-SEE PANEL DETAIL SHEEP FOR DETAILS - 50 TRADITIONS SERIES DOOR-SEE PANEL DETAIL SHEET FOR DETAILS - onrE 2127112 i s seas: N.T.S. 9 j) wva.BY; JK m 3 CHK BY: CFS 3 DpAw m nm FL-10599.1 0 sr�r 8 ov 8 � � t WIND LOAD CALCULATION M Subiect Site 358 NE 94 ST MIAMI SHORES; FL I r t _ +-:{- a I ,• ,. III I : � i 1:. #y �+ ! � II I �. .:,.i,l1ry' iliia,l i..:.i!u „la„. I, h;Jl;lll I� J ”. Jl,l.n �Jil. . I...h... ,•.,4 I ,.., ��I �,� J,.„.... I ,IIS:«„: ,::: 1...:4,:1 I 1..y,I �.� . ,.,. a � :.7 ! 4 .,.:I.+. •d .. ,,:,: _ ... ,� ,.... �.M w.a .Y M„., 1 :,•.,iJ.IryL.Y i:aa:.: t.t..,-:....,, i I I a:. r. 1 � ;..I;• l ayhl�I:�N, Ili �t.i,. .L. U, .�L. I I r::.::. i ..i n �i .:� ra V Sr..�,:I- I ry�:.. I�p.�I I� �..,r .4•a,. u , lil�i,.. ,.r� ,..01.4. I I,,,, I oil.n�! I .�,.., 'v rJ a1�a I I�.I, «,Y,rl,haii i �� � �i� �711�:'I„(I� i I. ,atp .,sI� I � )�Ip!II�IIIr�1F�1h�ilUr.lunl - r .^?� ORIDA INTERMAJI�i j,h IIIA! INNUVAPM*�am-1-10— IMF -t�.. "y •*` „i Y° - k- ,ip r:i _ � � h, i, � i( I :n. PO rv9 I r�r�.�� t F:=�'�= ' �^-; �a S`"��r ��p - �'. � u��`-s' — "`=� r �R ''�- as �_�,``�°�- �� # `fir�''as m � ”- �� � ��,.17 "�,';r•1.���� 9 _ �; phi d{: .' au "'^ 'r= mo (ErG gAl -CRIME V a 3 •.a s � a`r � s �A �� u�!!!I41fiI !�- 1 Ia�,�_w;'firL�It7�t!lfi�k i r + 1Y.,�y^ w y,y�” �, � r• z:�- f � y a4,4 � a� �,- r s�” 0�*m'�'TiJIi�9i� �1 "0' •yam' _,, w �`wa'',�, Rr• '�� .t�� `+' � '3a #t'w�* r��-�= 5 '�" ��-¢ �J .�a I�� rr' � 5��r'' �',; �y, �,!� r s t 'a 3� :• W ,.:-' ... 't;�- ±► 'M w� -&� ,,u � w �r� ° Rxi m,«rt�,§�{';:,H':__.,.� `r- c� �•, al AIR MW iier "� s: ♦ s • a s ' v� i �u�t. ?� i �,,. ♦*� �' G�aOt iii,"$�°t i�ai • R � a :a � I'7 ^` �`Y� :. , i s r c } a MecaWind Std v2 . 2 . 5 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/3/2014 Project No. SINGLE FAMILY Company Name FLORIDA INTERNATIONAL ENGI. Designed By VINAYAGAR BALAKRISHNAN M. Address 7500 NW 25 ST, SUITE 241 Description WINDOW AND DOORS City MIAMI Customer Name JONATHAN C. BUCKLAND State FLORIDA Proj Location 358 NE 94 ST, MIAMI SHORES, FL File Location: C:\Users\Mauricio\Dropbox\FIE\3-Civil\2014\Cassidy\1-358 NE 94 Street, Miami Shores, FL 33138\WIND LOAD CALC..wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 170.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.962963 12 Slope of Roof(Theta) = 13.87 Deg Ht: Mean Roof Ht = 23.00 ft Type of Roof = GABLED RHt: Ridge Ht = 26.00 ft Eht: Eave Height = 20.00 ft OH: Roof Overhang at Eave= 1.30 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 62.00 ft Bldg Width Across Ridge= 46.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 4... iY Ti h 00 0 • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.93 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 35.05 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3103.69 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 62 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ---------- Leeward Wall -0.50 -21.20 -8.59 Side Walls -0.70 -27.16 -14.54 Wall Elev Rz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------------------------- Windward 20.00 0.90 1.00 0.80 34.03 16.83 29.45 38.03 Windward 10.00 0.85 1.00 0.80 32.03 15.47 28.09 36.67 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ------------------------------------------------ ---- Windward - Min Cp -0.75 28.65-----------_-16.03 Windward - Max Cp -0.18 -11.67 0.95 Leeward Norm to Ridge -0.50 -21.20 -8.59 Overhang Bottom Side (Windward only) 0.80 23.14 23.14 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 13.9 Deg, h/1= 0.37 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 46 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.43 -19.13 -6.51 Side Walls -0.70 -27.16 -14.54 Wall Elev Kz Rzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi --------------------------- Windward 26.00 0.95 1.00 0.80 35.96 18.15 30.76 37.28 Windward 20.00 0.90 1.00 0.80 34.03 16.83 29.45 35.96 Windward 10.00 0.85 1.00 0.80 32.03 15.47 28.09 34.60 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) _--------------------------- Roof: 0.0 ft to 11.5 ft -0.90 -33.12 -20.50 Roof: 11.5 ft to 23.0 ft -0.90 -33.12 -20.50 Roof: 23.0 ft to 46.0 ft -0.50 -21.20 -8.59 Roof: 46.0 ft to 62.0 ft -0.30 -15.24 -2.63 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.37 Wind Pressure on Compoijgpta•and C•laddi.ng• (.h 3O9Part 1) • •• • • • • ••• • •• ••• ••09 • • • •• • • • • • • • • i• i• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • y � 1 ► 1 ► Raaf not p t 1 1 ► 1 1 p I 1 1 5 1 ! 2► I :2 211 1 1 ? / p 1 aa( 1 t 1 I 4 "T p I 1 ; ' 34. XValls a Gal_RMj 7<8 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 4.60 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf DOOR A 3.00 6.60 19.8 4 0.95 -1.05 39.52 -43.02 ARCH WINDOW B 3.50 4.00 14.0 5 0.97 -1.35 40.45 -53.56 GARAGE DOOR C 8.00 8.00 64.0 5 0.86 -1.12 36.36 -45.39 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.93 Qhcc:.00256*V^2*Khcc*Kht*Kd = 35.05 psf •• ••• • • • • • •• • •• • • • • ••• • •• a •• • • • •• • ••• • Y•• ••• ••• ••• • • • • • • • • • • • • • • Y •• • • •Y :• :• • • • • • • • • • • • •• Y4 ••4 • •• •• ••• • • ••• • • 3 " 0.0 goo *a: 00: 000 goo 0 0 0: 0 00 0 so .0: 000 0.0 Rick Scott Mission: ' To drotect promote&improve the health Governor of all people in Florida through integrated �077777� State,county&community efforts. OMO John H.Armstrong,MD FACS HEALTHState Surgeon General&Secretary a Vision:To be the Healthlest State in the Nation October 23, 2014 Victory Engineers 7500 NW 25 Street Miami, FL 33122 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1161290 Centrax Permit Number: 13-SC-1562522 358 NE 94 Street Miami, FL 33138 Lot: 5 8 Block: 46 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 09/29/2014 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed new master bathroom, converting storage into a laundry room, interior remodeling, and replace gate. No objection letter was issued by C. Icaza on 10/23/14. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely Carlos Ica;:A Engineer III Department of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County• •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh o Longest Run: 18 Feet Total Load: 248,500 BTU's Type of Gas: Natural Gas New Range(30") New Tankless Water Heater 1„ _ 68.500 BTU's Rinnai RL75E-N (Outdoor Unit) Materials: Galvanized Pipe 1/2"Outlet 180.000 BTU's CSST Tubing 1/2"Shut Off Valve 3/4"Outlet 3/4"Shut Off Valve New Outlet(S) 2 New Connection (S) 2 rA New 3/4"Galvanized Pipe Istrapped to the wall INew 1/2"Galvanized Pipe strapped to the wall 2' 1 I � 7' 10' New Meter For Equipment New Outlet 1" 1/2-PSI to 7"W.C. Gas System New 3/4"-CSST Tubing(25-EHD) Strapped to a beam thru the crawl space. 4' I 2' New 1"Galvanized Pipe strapped to the wall Florida Building Code - FUEL GAS 2010 Chart#402.4(2)(Galvanized Pipe) Chart#402.4(13)(CSST Tubing) New 1"Galvanized Pipe Rinnai RL75LE-N /Outdoor Unit) istrapped to the wall 1/2-PSI to 7"W.C.Gas System Florida Building Code - FUEL GAS 2010 Chart#402.4(2)(Galvanized Pipe) - Chart#402.4(13)(CSST Tubing) Rinnai RL75LE-N /Outdoor Unit) 1/2-PSI to 7"W.C.Gas System New Tankless Water Heater Rinnai RL75E-N (Outdoor Unit) 180,000 BTU's 3/4"Outlet 3/4"Shut Off Valve N O R T New Range(30") H 68,500 BTU's 1/2"Outlet 1/2"Shut Off Valve 7' 10' 4' NEW New Meter For Equipment New Outlet 1" 1/2-PSI to 7"W.C.Gas S stem Front of House 20AM M 1 MIAMI-DADE COUNTYv' ; PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 " AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)►vw.v.miamidaae.�oy/perai Trulite Window&Door Solutions,LLC 8130 NW 70 Avenue Medley,FL 33166 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Exterior Glazed"Aluminum Fixed Window—L.M.I. PROVAL DOCUMENT:Drawing No.W06-84,titled"Exterior Glazed Alum.Fixed Window. (L.M.I.)",sheets 1 through 5 of 5,dated 12/11/06,with revision C dated 11/18/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Ymdu- jConftnLS=topn ISSILE IMPACT RATING:Large and Small Missile Impact Resistant c umt s ear a permanent a e wit a manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of 1his'entkeN©A'shall be provided to the user by the manufacturer or its distributors and sll4tbe sy+aflailq fir iopechpn at the job site at the request of the Building Official. This NOA reviseedndWheWfNQA N 1'0-0804.08 and consists of this page 1 and evidence pages E-1,E-2, and E-3,as well as approval document mentioned above. The submitted tcumptatiorrwas reviewed bvManuel Perez,P. . • NOA No.11-1213.08 � ;� , Expiration Date: December 13,2016 ,w Approval Date: February 02,2012 Pa e 1 • •• •• • • •• •• ••• • • 0 ••• 0 0 Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06-84, Sheets I through 5 of 5,titled"Exterior Glazed Alum.:Fixed-... Window(L.M.I.)",dated 12/11/06,with revision C dated 11/18/11,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows,O-O configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6600,dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. (All test reports below submitted under previous NOA #01-0142.05) 2. Test reports on: 1)Air Infiltration Test,per PA 202-04 2)Uniform Static Air Pressure Test, Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum arch fixed window(3/16"temp), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-1174A, dated 10/19/00, signed and sealed by Arshad Viqar,P.E. 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16"ann), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-1174B, dated 10/19/00,signed and sealed by Arshad Viqar, P.E. 4. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 • 3)Water Resistance Test,per PA 202-94 along with installation.diagram of an aluminum rectangular fixed window(3/1611 temp),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1174C,dated 10/19/00,signed and sealed by Arshad Viqar,P.E. 5. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-11741),. . .dated 10/19/00, signed and sealed by Arshad Viqar,P.E. .. ... . . .. . .. . . . . ... . .. ... .. . . . .. ... ... ... ... Manuel wrerj F.E. Product ControRT iner NOA No.t13.08 ' Expiration Date: December 13,2016 Approval Date: February 02,2012 . V: . .. .. . . . .. .. ... . . . ... . . Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) (All test reports below submitted under previous NOA #01-0102.05) 6. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94 :v 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum rectangular fixed window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-907A, dated 12/06/00,signed and sealed by Arshad Viqar,P.E. 7. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1162,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. 8. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-907B, dated 12/6/00, signed and sealed by Arshad Viqar,P.E. 9. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-916, dated 12/6/00,signed and sealed by Arshad Viqar,P.E. 10. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(3/16"ann), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1163,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. (Submitted under previous NOA #01-0102.05) 11. Test reports on: 1) Large Missile Impact Test per SFBC,PA 201-94 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-917,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. 12. Test reports on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation ding ram.of an aluminum fixed rectangular window.(1/8"ann), pr4pared byV'Ti $tgineering&Testing Inc.,Report No.HETI-00-915,dated 1216/-00,sigke?and se'aled'by Arshad Viqar,P.E. Manuel P<,xaj I.E. see Product Controler • ' • NOA No.I13.08 . .. . . .. .. .. Expiration Date: December 13,2016 Approval Date: February 02,2012 •.• • s • • e.• • • E-2 Trulite Window &Door So 'ons LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010 pMared]?y Al-Faroog Co oration, dated 03102/09 and revised on 12/05/11,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE . 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL;CERTIFICATIONS 1. Notice of Acceptance No. 114325.05"issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated December 7,2011,signed and sealed by Javad Ahmad,P.E. 2. Florida Dept of State,listing of Trulite Window&Door Solution,LLC (Foreign Limited Liability Co.),managed by Arch Intermediate Holding, LLC,Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from"Trulite Residential Windows,LLC" to"Trulite Window&Door Solution,LLC"issued by State of Delaware on 17/10/11, signed by J.W.Bullock. 4. Certificate of registration of name change from"Arch Windows,LLC"to Trulite Residential Windows,LLC"issued by State of Delaware on 07/27/11,signed by J.W. Bullock. 5. Florida Dept of State,listing of Arch Window,LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding,LLC,Tamarac,Fl.(transferred from file# 10- 0930.07). 6 Certificate of registration of Arch Windows,LLC(Delaware) in State of Florida dated 02/04/10,managed by Arch Intermediate Holding,LLC(transferred from file# 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0804.08, issued to Arch Windows,LLC dba AWP for their"Exterior Glazed Aluminum Fixed Window—L.M.I.", approved on 11/24/10 and expiring on 12/13/11. .. ... . . . . . .. "-Wawo-4�-X�' . . . . . . . . . . . .. . . . . ... . .. ... .. . . . .. ... ... ... ... Manuel Pere ' Product Control Exa r . .. . . .. .. .. NOA No.11-1213.08 Expiration Date: December 13,2016 Approval Date: February 02,2012 ... ... E-3 . . . . . . . . . . . .. .. . . . .. •. ... . . . ... . . Z 1 WINDOW WIDTH ;ZU FALSE MUNTINS Z (SURFACE APPLILD) A $ F k GT a MAY BE USED m �,L O 11 it II It II II tl �� LL Q� a •••• ii ii ii V o a • • •••••i • • ii it ii ��°°o • • • • II II/ it y,zm: • • •••••• =_====t - ••• •• •• ii Ii • •� j• •�: • J 000000 12'MAX. 6'MAX. 'a4 °d WINDOW WINDOW W1CrrH_, HEAD/SILL HEADSILL '�M N CORNERS ^� r— 1 r----� CD I I I TYPICAL ELEVA'n0N � u i o j ` am # I -ill I I EXTERIOR GLAZED .ALUMINUM FIXED WINDOW � L— — APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WINDOW WIDTH WINDOW W WIDTH_, WINDOW WIDTH COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER If —� MULLIONSMIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN, o — , LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL P s I I I WILL APPLY TO EMIRE SYSTEM. E+ i j I i3 I DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS 3 3 3 SHOWN ON SHEET 2. L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c m a REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING MGH VELOCITY m 3 HURRICANE ZONE (HVHZ). o WINDOW WIDTH a WINDOW WIDTH WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPAL7. I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. — , — —_ __ LOADS TO THE STRUCTURE. r— TI 3I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Enr.Jn AD•AHMAD OMICPR000D L e IF EMBEDMENT TO BASE MATERIAL SHALL BEBEYOND WALL DRESSING OR STUCCO. 'pEgg7�ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CAN 38J8 No ARE NOT PART OF THIS APPROVAL ITato A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ��Q� draW(ng no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTSX06-84 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. i 1 1 ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPE'A' GLASS TYPE'B' GLOB TYPE'A' GLASS TYPE 'B' GLASS TYPE'A' GLASS TYPE'a' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A'I ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE 'A' ANCHORS TYPE'B' WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'A' ANCHoR6 TYPE'B' 19IDTH LENGTH EXT. (+) DNI,(-) EXT, (+) INT.(->I EXT.(+)I INT.(-) WIDTH LENGTH EXT, (+) INT,(-) EXT.(+> INT. (-) EXT. (+) INT.(-> WIDTH LENGTH EXT.(+) INT• (-) EXT. C+) INT.(-) EXT. (+) INT. C-) q• 19-1/8' 70.0 70.0 65.0 65.0 65.0 135.0 18" 70.0 70.0 68.0 85.0 65.0 65.0 18' 70.0 70.0 85.0 85.0 65.0 85.0 0 28-1/2' 70.0 70.0 65.0 65.0 65.0 65.0 24• 70.0 70.0 65.0 65.0 65.0 65.0 24' 665 565 65.0 65.0 85.0 85.0 P 37° 26. 70.0 70.0 65.0 65.0 65.0 65.0 30° 70.0 70.0 65.0 65.0 65.0 65.0 1 30° 47.2 47.2 65.0 65.0 65.0 85.0 53-1/8° 1 70.0 70.0 1 85.0 65.0 85.0 65.0 36' 70.0 70.0 85.0 65.0 65.0 85.0 38' 86' - - 59.1 59.1 65.0 85.0 0 19-1/e• 70.0 70.0 S5.0 65.0 65.0 65.0 1• 24° 70.0 70.0 63.0 05.0 65.0 65.0 42' - - 52.7 52.7 65.0 65.0 1111. e 28-1/2' 70.0 70.0 65.0 65.0 65.0 85.0 48" 70.0 70.0 65.0 65.0 65.0 65.0 48" - - 48.0 48.0 65.0 85.0 r et 38-3/B' 3 37° 7 03.7 85.0 65.0 65.0 65.0 54' 70.0 70.0 65.0 65.0 65.0 83.0 18' 70.0 70.0 65.0 65.0 65.0 65.0 a`I 53-1/8' 0 61.5 61.5 65.0 05.0 85.0 65.0 601 70.0 70.0 85.0 65.0 65.0 65.0 24° 70.0 70.0 65.0 65.0 65.0 88.0 Q' •• 1�•/S• 70.0 70 65.0 BSA 65.0 Be" 70.0 70.0 e9.D 65.0 65.0 85.0 30° lair - - 65.0 S&O 65.0 S5.0 O a o • 28 7/2' 700 70.0• 654 85.0 55.0 65.0 72• 70.0 70.0 65.0 65.0 B5.0 65.0 38' - - 57.8 57.6 65.0 65.0 ••• •J7' �•� • es 7 65. 65.0 65.0 65.0 18" 70.0 70.0 65.0 65.0 65.0 65.0 42' - - 51.1 51.1 65.0 e5.o a 1 3 d • 53-1/8' - y 604 80.2 65.0 85.0 24' 70.0 70.0 65.0 68.0 85.0 8&0 18• 62.2 82.2 85.0 89.0 88.0 85.0 IL g a 0 19-1/8• 70.0 706 •dbl 65.0 85.0 65.0 30° 70.0 70.0 65.0 65.0 B5.0 65.0 24' 622 62.2 65.0 65.0 65.0 e5.0 , • 114• ••• �i1/2° B 0.0 70.0 85.0 85.0 65.0 38° 655 85.5 65.0 85.0 85.0 85.0 30' - - 85.0 65.0 65.0 85.0 37' • 6M so •65.0 65.0 65.0 05.0 4Y 65.5 65.5 68.0 65.0 65.0 85.0 36° - - 80.0 60.0 85.0 85.0 0 t �1/B" • - - 64.3 65.0 65.0 48" • 85.5 65.5 65.0 65.0 65.0 66.0 18° 55.6 55.6 65.0 65.0 65.0 55.0 ••• 46••1/8" 7010 70.00 •�.0 65.0 65.0 65.0 54° 65.5 65.5 05.0 85.0 65.0 65.0 24° 55.8 55.6 65.0 65.0 85.0 65.0 • zest/z" 74 11/4' a es.o ss.o s5.0 eo• 65.5 65.5 85.0 65.0 65.0 65.0 30• 120° - - 65.0 05.0 65.0 05.0 •• •�° 47.8 475 89.0 BSA 88.0 89.0 88" 60.4 88.4 88.0 85.0 88.0 65.0 38° - - 58.8 88.8 89.0 65.0 • 83lI B• - !• �� 87.3 88.0 68.0 72" 49.7 49.7 64.0 64.0 135.0 65.0 18• 44.6 44.6 85.0 65.0 65.0 85.0 •• ••• • Goes** 18' 70.0 70.0 65.0 65.0 B5.0 65.0 24' 132" - - 88.0 65.0 85.0 85.0 (� • NOIC•••• 24' 70.0 70.0 BS.O 86.0 88.0 89.0 30' - - 85.0 65.0 05.0 65.0 SriZCK LASS • • G CAPACMES �N =FAS SHEET ARE 30° 70.0 70.0 65.0 65.0 65.0 09.0 18° 39.2 39.2 68.0 85.0 65.0 65.0 Q •• ••• BASED ON OSTM E1300-044(3 SEC. GUSTS). 3s° s9.5 s5.5 65.0 65.0 85.0 85.0 24• Iaa' - - 85.0 ss.o 85.0 65.0 r�vi77 •:•••: 42 48,. 98.2 58.2 85.0 65.0 65.0 &9.0 48" 49.1 49.1 65.0 68.0 65.0 65.0 ` 54° 49.1 49.1 69.0 65.0 65.0 65.0 60• 49.1 49.1 60.0 80.0 65.0 65.0 68' - - 61.7 61.7 65.0 05.0 W !2- r� 72' - - 54.0 54.0 65.0 05.0 002 ts• 70.0 70.0 65.0 65.0 65.0 65.0 24' 70.0 70.0 85.0 65.0 65.0 65.0 SILICONE GE 21300 SILICONE GE 2800 30' 70.0 70.0 65.0 65.0 05.0 85.0 38' 65.5 65.5 05.0 85.0 65.0 65.0 L 1/8'ANN.GLASS 3/16'H.S. GLASS i. _ _ 42° �, 882 58.2 63.3 63.3 65.0 65.0 J i� .090 50 PVB INTERLAYER .090 SOLS SAFLEX BIGRNTERIAYER 48' 49.1 49.1 80.0 60.0 88.0 65.0 1/8°ANN.GLASS 3/16'H.S.GLASS �• - - 58.2 58.2 86.0 86.0 0 BO' - - 57.6 57.6 80.4 60.4 SILICONE GE 2800 SILICONE GE 2500 68• - - 57.8 57.6 60.4 60.4 / 72• - - 49.4 49.4 60.4 60.4 m18" 70.0 70.0 05.0 65.0 65.0 65.0 24' 70.0 70.0 65.0 65.0 65.0 65.0 1 m m 30' 62.0 82.0 65.0 65.0 85.0 65.0 WIDTH AND LENUM DIMENSIONS CAN BE ORIENTED 0 m .e lir VERTICALLY OR HORRONTALLY AS SHOWN ABOVE ro i 11 iil 36" 49.7 49.7 64.0 64.0 65.0 85.0 0 >9 �j Il 42" - - 58.1 5&1 05.0 85.0 a m m 46" - - 54.0 54.0 65.0 05.0 54' - - 51.2 51.2 65.0 1 65.0 80' - - 49.4 49.4 60.4 60.4 Fi,.. JA�LAHMA as PY�1P8Ra�mtheFktlbi 18' 70.0 70.0 65.0 65.0 85.0 65.0 FLA.IzE 70892 W 24' 70.0 70.0 65.0 65.0 05.o 65.0GLASS TYPE 'A' GLASS TYPE 'B' 30' 80.9 50.9 65.0 05.0 65.0 65.036' 84° - 61.1 s1.1 65.0 65.0 ! drawing no. GLAZING OPTION42' - - 54.9 54.9 65.0 65.04B• 50.4 sa.46. 65.GW06-84 54' - - 47.2 47.2 BS.O 65.0 �(}u 0 short Q of 1 1 - TYPICAL ANC14ORS TYPICAL ANCHORS SEE. .. SEE 4U FOR SPACING lay SEE BUCK FOR SPACING M ' METAL MIAMI-DADE COUNTY APPROVED Z A a o STRUCTURE MULLION & MULUON ANCHORS Q °. Ed Ed SEE SEPARATE NOA eF ' � 1 nA •e • r� l• :r y a tl, TYPICAL ANCHORS • • •••• • •• , 3 TYPICAL ANCHORS FOR SPASEE C G j Q •• ••• • .I!. SEE ELEV. Q Q O • • • • II FOR SPACING Q •• ••• •e•••i • !i TYPICAL ANCHORS: SEE ELEv. FDR SPACING .y a • • i•i•• � TYPE ,A,_ .3/18" DIA. TAPCON BY'TTW (Fu°92o KSI,Fy-92 KSI) u.z • .I�it 3/16' DIA. ULTRACON BY'ELCO'(Fu 177 KSI,Fy-155 KSQ •• ••• ••• •• •e•• WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTTE INTO 26Y W000 BUCKS OR WOOD STRUCTURES • • • iiia • ••• •••••• I` 38" MIN. PENETRATION INTO WOOD 1- • • �� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM / • ••• • 000* [ ?! AND TRANSFER THEM TO THE BUILDING STRUCTURE. s _ • •••• e !I� THRU 1 BY BUCKS INTO CONIC. OR MASONRY • • • •••• a II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •• ••• iI SEALANTS: DIRECTLY INTO CONC. OR MASONRY g • • • ••.e• i.I i! FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •• ••e • ••••e r SILICONE SEALANT. • • •••• !i�iii TYPE .B.- IX DIA. TAPCON BY 'DW' (Fu 120 K56 Fy=92 KSI) � CK0 s s• !�. • Q • • !:� 11/4" DIA. ULTRACON BY 'ELCO' (F.-177 Ks3,Fy-185 KSQ •• ••• 6 • I!. tim §at4 •• o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES m J 1-3/8" MIN. PENETRATION INTO WOOD �pMj it ii' d THRU 1 BY BUCKS INTO CONC. OR MASONRY s� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z i DIRECTLY INTO CONC. OR MASONRY o 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ^Lu 16' DIA. TFK_S OR SELF DRILLING SCREWS (OWE 5 CRS) 0 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) i ! (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I cqq !� JID SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Oil 9� !(y INTO MIAMI-DARE COUNTY APPROVED MUWONS {MIN. THK. _ .090 I.i! (NO SHIM SPACE) A Ed = ANCHOR EDGE DfSTANGE INTO CONCRETE AND MASONRY = 1-1/4" MIN. : i: © � � � INTO WOOD STRUCTURE 9/16" MIN. �C m ii i!.. \ INTO METAL STRUCTURE - 1/2" MIN. al ¢m v CONCRETE AT HEAD,SILT.OR JAMBS f'a=3660 PSI MIN. 1 C-90 HOLLOW/PILLED BLOCK AT JAMBS fm =2000 PSI MIN. 4A Engr:JAVAD AHMA 'pgODt1CT RBVISBD q e g •• .'•�'d•.' .. .a'e °� }I °. d ' o• P •• FIA.PE ts57tescOmptpphift'tp'Asd0w imthe AscevMCHORSe CAN. BulidTngN 1�r ANCHORS S�EiEFloylde ,Ng ' ELEV. Bxpifatton ume " !/a $ .� :•�:. ..� FOR SPACING FOR SPArtN6 BY drawing no. Ed Ed 4'b W06-84 sheet 3 of 5 t � _ • ��� � ISI o r P O, � U �.frSLy V •••• �~•1 • • •••• • •• RryryRpp •••s��„SHIM 0: • MAX. • • 1/4'MAX. • •••• SHIMS • Z ••0••• ••• • ••� MEIAL W D.L. OPG. 1/4'MAX. STRUCTURE ••••• • QBU R ••• SHId • • 3 TYPICAL ANCHORS *0000 WOOD STR� E ••• FOR MXV •••• • • • Z >o• MCAL opF •• ••• .—. ._._.__ o OR SPACING ANCHORS O 7 4f • •• � � ���iii lyj •• ••• t 9 • • • '� fix_ d • • 1 EXTERIOR TPICAL ANCHORS $ SEE ELEV. WINDOW WIDTH a: FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS TYPICAL ANCHORS SEE SEPARATE NOA [SEE ELEV. o FOR SPACING ._.._.._.._._. r..=.:_:_: .. C 6 0 V ' F.n4r JAVA AH6 WINDOW WIDTH WINDOW WIDTH CIVIL.` pROpUCTRBYISBD Sv $� FIA PE%�70.�592 95 CNaP19iQ8wUI11h0 FIP1N� N \ CAN.363F}- BaiW�8 Cod9 ` Uzi- P, �a sti Meaiu9t drawing no. •0 tips\ W06-84 �, sheet 4 of 5 � s YPEM NO PART NUMBER QUANTITY DESCRDRTION MATERIAL ffiANF./RUPLIEIt/REMARRR �� 062 1 YE-60 4 WINDOW FRAME ALUMINUM 0003-T6 11! TYP' 3 AS REQD. GLAZING COMPOUND SILICONE GE-2800 AY p �9 4 88 X 1' 2/CORNER FRAME ASSEMBLY SCREWS Z 799 F o WINDOW FRAME tL 08 %41 •• 0 c 0000•• •: 44 t • t WELDED JOINT 2 0 • ••P••• WELDED JOINT AT ENDS £+ •• AT ENDS • • •• 0000 •• •• •• •• 0000 0000•• y� as 00 seee j 0000•• • • • • • 0000 •0• ••0 4 • o • 0000•• � •••POO • 000• 0•• • •••••• • • • • •• CIRCULAR WINDOWS OPTIONAL CORNER • ••• • W � ••• •• • A 0 wo0 8 o RECT. OR SQUARE WINDOWS o m ^ TYP CORNER DETAILS 2 g C Q m U EAOr. AD. MAD •� g CNO: PRODUCT R mim j k FIA.PE Q�7,0�582 a8 fDlll{BYIA$WRItUw F1DlIde a = "`""' DaUdingCada g ,� �' 409 oe NoBy 40, 1drawing no. W06-84 sheat y of y