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WS-16-2236_y k i a J►/ U: � S7 V�s �b-2236 ALIOSKAR GANEM, P.E. Lic. # 74745 1380 NE MIAMI GARDENS DR. SUITE 251 North Mimi Beach — Florida 33139 Phone (786) 916-6546 alioskar@hotmail.com COVER SHEET DATE: September 12, 2016 PAGE i/s PROJECT: "NEW DOOR" •••••• •••••• ...... .... ...... .... . ..... ADDRESS: 32 NE 92nd st ...... . . • ..... , Miami FL 33138 shores. . . . . ...... CLIENT: DESIGN BY: AG This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 8. Computations were performed to the best of our knowledge according to sound and generally accepted engineering p,.04 requirements, using nationally recognized computer software and in-house develo[i,. commissioning into service, the in-house developed software was thoroughly far i parallel manual computations. The sign and seal provided herein are meant cer I co n•'• sheets pages 1 through 8. '• �` �.0i4liosk r?@ ' 4/ cv . g. P� # 74. ' ii���, ,p N; ,,,,�� PAGE INDEX DESCRIPTION PAGE Site plan .1 Wind loads Design .. ...... .... ...... • 0 0 0 • . •:000: • • ..... . .... ..... . . ...... .. ...... .... .... ...... .. ...... . . . . 00000 . .. fare 1 of 2 This property dEzcr.:ih<d a::: dC�(Q � n / RO C.nt ) and the Svr t 1 Block i - -- - — C y,-I' Ac'•f'II AI:fi f• ( At 1 til;NhE D F'T,RS oC P11 At41 a1101i1•:b 3e . ix) the Ta at ! y' 7 U ,7 /.__ 41 3I� }tea f n QY v� thereof as recorded in I 1 Ct- Rook .10, 11,iq 70 m _ of the PuLlic RFc(irds of ! i (� Fta.ami-Dade County, rJorida. i%—,IL le,�_r/ !3i .- ,.. 5n 4 r , __._.. - �— --- ri Z �y.y r . ~ . - r�� s 3 .: - No'n- C ACH 1 OF 2 IS Tar COMPLETE. �' WI1110111 PACE 2 OF 2 W.TTII r 6OItRL5POND1:NG SORVEY _ 1r- X .-_') r =F) '---- REPLACE EXISTING ENTRY DOOR RIOT r iCic- � . y` � 36"X80" ON SAME v rtcj POSITION +35.04 PSF-38.09PSF 'R41!rV EYse Y[+ r � nvY •«vN R.M Nr• ,� :` wey uWuss w ILa W NnV•. USE FL #16902.1 ��.=W. Ik W .•u.6ndin t�1 Kw• salrtf rwaa w�w,ern.. eodel,•s aaopad vY M wy.kMwe.rrJ Grvuw. be,vtes, _ _ Qj awrn rl'w0ea•b,/Surve,ora a,d /4pytr• ti S•/l••r4er, 1)Nl, at •mwdM, ���`... ` iwYty Ernv4s,••d i•vw ...a.rr..ct "-'�' r•%"'e- �e''!"k' .... 1� �ix�ii:r.ai s«rW�aivciun:.w Alfonso Sanr.hez h 4' %PtGK uaALL sa JS_ PHOPIR(Y01 Claudia Alva>r�, •.',i2 N.ri:. 9"2nd :Greet, Mi.nnd Shores, Florida 331:38. •• ••• • • • • • • '� / 1(_C "T1LC = (%• • • • • • • • • • ,tor vuumm.x,r m51°11.,rUF4 ItOUND7iRY • ---- wSURVEY LANNES and fA R C I A, 1 N C. rpe- r»pin .° • • • • • • • • • • • .wrrK n 1 h�a•un n.<nr rh mrr,um ENGINEERS - LAND SURVFY(1RS - I. AND PLANNI RS 11 �Of e � {i �`• � ° q 147 • • • • • • • • 1 i rat varulaul. ,tl t I by flat Mon SI N[YIRG AND MMPIt.'G A. • • • • • • • • • • • • B d r land $Urvr ors n1 In .c3 ,,R ,..i(NIN.SUS +n mr l ia. s u L•yll.rr<, r f nIJNES R GA! C lA. INC ��``_ afM<adng tl Mi`r,han P(:MlCIS7IX>rPNNtI)7f^JMR./Gf(l%1N.1fIPR) ! .-M-�✓ - • .rc ( �r+�'7M15 AIhvnWd('iMC►r,9Wt IrC l al Gdivs,llv,W 3/3a r IG�It(1}StE.q — rtl(au.�lr,carew IAx[lo;taaxrlual Aul�— ... ... .. p:..tg..__.-_.-___.,. _._.__.._.... ___..........._...-_._..:. ....., .... • • • • • • t R g. ra rJ —Y., No. • • • • • • • • • • f DAIE SCAU DRAWN IJY DRING. NU • •• • •• • • • Lt?C�D(z J.G� Mintrter f' 7 192-12797 IF]RI), (FIELD WORK COPIPLF.TKO), CI:K1'1.FIliD TO 6 FLOOD INFORMATION KHVIS'..1)_ 3-3 - 8 Revotrtiiied, Certified To altd Nrune Revised. ' .fx? 712.1.Sk 258683 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2/8 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 k, . mecaenter rp irec:com Date 9/12/2016 Project No. Company Name ALIOSKAR GANEM PE Designed By Address Description City Customer Name State : FL. Proj Location File Location: \\:Alios'raT.:\prcj.ect.s\_32 NE 92nd st , miami shores fl 33138\wind.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 Epsilon = 0.20 Zmin = 15.00 Slope of Roof = 1.12 : 12 Slope of Roof(Theta) = 5.31 Ht: Mean Roof Ht = 11.00 ft Type of Roof = Gabled RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 10.00 OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2418.00 2 Bldg Length Along Ridge = 56.00 ft Bldg Width Across Ridge= 39.00 •••••• GuctFa •ctor•Category I Rigid Structures - Simplified Method �• Guck.l:• Fol 111gid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 • • • • •••••• •••• •••••• • Gusp Factor„ggtggory II Rigid Structures - Complete Analysis :••••: Zmi , 0.6*Iit,,, = 15.00 ft ,,,•, 1Lfi!••: Cc* h3,/Jm) -0.167 = 0.23 •„�,• Lp: • 1* ( ZmX33�^Epsilon = 427.06 ft Q! ••(1/Fl+0.63*((B+Ht)/Lzm)'�0.63))^0.5 = 0.93 •••••• •• •• •• • • Gust2: 0.925*(T1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 • • •••••• •""' GLlbt.J*LctoL* Sum&ary ....; Not a TlexVje 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 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 1 ft ft ft Deg ft ft" ft 3/8 L r B Kh: 2.01*(Ht/Zg)'(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 •••�•• Qh: .00256* (V)'2*I*Kh*Kht*Kd s CA..57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) _�• 0•.80 : .��• Roof Area =•*:%*18.00 *fV2 Reduction Factor based on Roof Area=-66*t'.80 MWFRS-Wall Pressures for Wind Normal to 56 ft wall (Normal to Rielge) • Wall Cp Pressure Pressure •.�..� �..•.; +GCpi (psf) -GCpi (psf) •����• --------------- ---------------------------- • • • Leeward Wall -0.50 -34.22 -13.86 • �.•.�• Side Walls -0.70 -43.84 -23.48 • Wall Elev Kz Kzt qz Press Press Total �••� ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 12.00 0.85 1.00 56.57 28.28 48.65 62.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp ----- 0.0 --- ft - ------------------ to 5.5 ft - - -- -- ------ -0.90 5.5 ft to 11.0 ft -0.90 11.0 ft to 22.0 ft -0.50 22.0 ft to 39.Oft -0.30 Pressure Pressure +GCpi(psf)-GCpi(psf) -------------------- -53.46 -33.09 -53.46 -33.09 -34.22 -13.86 -24.61 -4.24 MWFRS-Wall Pressures for Wind Normal to 39 ft wall (Along Ridge) Wall Cp --------------- ------ Leeward Wall -0.41 Pressure Pressure +GCpi (psf) -GCpi (psf) ---------------------- -30.03 -9.67 4/8 Side Walls -0.70 -43.84 -23.48 Wall Elev Rz Rzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------------ ------- ------- --------- Windward 12.00 0.85 1.00 56.57 28.28 48.65 58.32 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 5.5 ft -0.90 -53.46 -33.09 5.5 ft to 11.0 ft -0.90 -53.46 -33.09 11.0 ft to 22.0 ft -0.50 -34.22 -13.86 22.0 ft to 56.0 ft -0.30 -24.61 -4.24 •••••• •••• • • •••••• •••• •••••• • ••••• • •••• ••••• • • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ...•• • • • • • • • • 5/8 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.:necaentarzrises.cem Date 9/12/2016 Project No. Company Name ALIOSKAR GANEM PE Designed By Address Description City Customer Name State FL. Proj Location File Location: prcN ect -\32 NE 92nd st , miami shores fl 33138\wind.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 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 = 1.12 : 12 Slope of Roof(Theta) = 5.31 Deg Ht: Mean Roof Ht = 11.00 ft Type of Roof = Gabled RHt: Ridge Ht = 12.00 ft Eht: Rave Height = 10.00 ft OH: Roof Overhang at Rave= 2.00 ft Roof Area = 2418.00 ft' 2 Bldg Length Along Ridge = 56.00 ft Bldg Width Across Ridge= 39.00 ft Gust Factor Category I Rigid Structures - Simplified Method • •••••� Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 =000.485 0 •••• Gust Factor Category II Rigid Structures - Complete Analysis •••••• •••• ..•:.. Zm: 0.6*Ht =••dF .00 ft lzm: Cc* (33/Zm) ^0.167 =-oose.23 :"••• Lzm: 1*(Zm/33)AEpsilon g.J22..06 fte . Q:(1/(1+0.63*((B+Ht)/Lzm)A0.63))A0.5 s.•.e.93 '..e.; Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) i....0.,89 . 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 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems L n B Kh: 2.01*(Ht/Zg)A(2/Alpha) = 0.85 Cht: Topographic Factor (Figure 6-4) = 1.00 "'Qh: .QQ25&*(V)�2*I*Kh*Kht*Kd = 33.94 psf .' .". C$ww: 'Wi1Idward Wall Cp (Ref Fig 6-6) = 0.80 '•'Roof A*?Il•• = 2418.00 ft^2 .... • ReducC±CiI:Factor based on Roof Area = 0.80 ••••• 000 MWFR6-kall0Rva�rsures for Wind Normal to 56 ft wall (Normal to Ridge) ...... ;.'..• Wd}}•.. Cp Pressure Pressure • •+GCpi (psf) • *Goo • • -GCpi (psf) " " " L •:••9eward'Wa11 -0.50 -20.53 -8.32 �....a Sikle Wa�Y, -0.70 -26.30 -14.09 '..' Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 12.00 0.85 1.00 33.94 16.97 29.19 37.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp --------------------------------- 0.0 ft to 5.5 ft ------ -0.90 5.5 ft to 11.0 ft -0.90 11.0 ft to 22.0 ft -0.50 22.0 ft to 39.Oft -0.30 Pressure Pressure +GCpi(psf)-GCpi(psf) -------------------- -32.07 -19.86 -32.07 -19.86 -20.53 -8.32 -14.76 -2.55 MWFRS-Wall Pressures for Wind Normal to 39 ft wall (Along Ridge) Wall Cp --------------- ------ Leeward Wall -0.41 Pressure Pressure +GCpi (psf) -GCpi (psf) ---------------------- -18.02 -5.80 7/8 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- Windward ------ ----- 12.00 0.85 ----- ------- ------- 1.00 33.94 16.97 ------- --------- 29.19 34.99 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge --------------------------------- 0.0 ft to 5.5 ft 5.5 ft to 11.0 ft 11.0 ft to 22.0 ft 22.0 ft to 56.0 ft Cp Pressure Pressure +GCpi(psf)-GCpi(psf) -------------------------- -0.90 -32.07 -19.86 -0.90 -32.07 -19.86 -0.50 -20.53 -8.32 -0.30 -14.76 -2.55 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.;necae:iterpi•ises.-com Date 9/12/2016 Project No. Company Name ALIOSKAR GANEM PE Designed By Address Description City Customer Name State FL. Proj Location File Location: \\A1ioskar\projects\32 NE 92nd st , miami shores fl 33138\wind.wnd Gabe Roof 0 <= 7 ivincf Pressure on Components and Cladding (Ch 30 Part 1) *111 pressures shown are based upon ASD Design, with a Load Factor of 0;.00; •••••Width of Pressure Coefficient Zone "a" = 3.9 ft DLscriptibh Width Span Area Zone Max Min Max P Min P • • •••••• ft ft ft'2 GCp GCp psf psf _tt_tt------ aa_aa------------------------------------------- DOOR 1 3.00 6.66 20.0 4 0.85 -0.94 DOOR 1• : • : 3.00 6.66 20.0 5 0.85 -1.16 Khcc:'Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V'2*Khcc*Kht*Kd .6 S Oaf- To a- ) -- I% O Florida Building Code Online Page 1 of 2 aoww, oil, Fbida DepirrnO BCIS Home ! Log In i User Registration Hot Topics i Submit Surcharge Brusiines'`^�) PIQIessi©ln(.1I � USER: ProdPublic User roval Regulation iYllJ � B IIE Stats & Facts Publications I FBC Staff € BCIS Site Map Links i Search f �YYiWYYYYE�IiI'liCYiCYi♦i Product Approval Menu > Product or ADDllcation Search > Application Lis[ > Application Detail FL # FL16902-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Li Product Manufacturer IELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative IELD-WEN Corporate Customer Service so** Address/Phone/Email 3737 Lakeport Blvd. • • Klamath Falls, OR 97601 • • **:a • • • • • • (800) 535-3936 • • • • i • • • • customerserviceagents@jeld-wen.com • • • • •••••• •••• •••••• • Quality Assurance Representative • • • • • • Address/Phone/Email a,• • • • • i • • • : • • • •••••• • • ••••• Category Exterior Doors • • • • • • • • • • • • • • • • • • • Subcategory Swinging Exterior Door Assemblies • •••••• • • • • • • •••••• Compliance Method Evaluation Report from a Florida Registered Architect or a ti@dhgd J• Florida Professional Engineer • • • • • Evaluation Report - Hardcopy Received • • • • • • • • • • • •• • Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Hermes F. Norero, P.E. PE-73778 National Accreditation and Management Institute 01/01/2018 Locke Bowden ,V. Validation Checklist - Hardcopy Received FL169022 R3 QOI COI JW SS 2015-04-27 pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 7/ 13/2015 Florida Building Code Online Page 2 of 2 •••••• •••• • • • is • •••••• •••• •••••• ••••• • • • • •••••• • •••• • • • • • • •••• • • • Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL * Model, Number or Name Description 16902.1 Architectural Fiberglass Single (X) Impact Opaque Side Hinge Doors 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16902 R3, II A010896.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16902 R3AE PER3488.Ddf Created by Independent Third Party: Yes 16902.2 Architectural Fiberglass Double (XX) Impact Opaque Side Hinge Doors 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1.16902 R3 rI A010894.1)df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16902 R3 AE PER3489.Ddf Created by Independent Third Party: Yes 16902.3 Architectural Fiberglass Single with sidelite(s) (X,0/ O,X/ O,X,O) Impact Opaque • • Side Hinge Doors 9-0 x 6-8 and 9-0 x 8-0 Inswing and • • • Outswing IjW%tjptUse Installation Instructions Approved for use in HVHZ: Yes FL16902 R3 II A010902.Ddf 1lppfb9d6d for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 IRtDiri Resistant: Yes Created by Independent Third Party: Yes Oeslggn Pressure: N/A Evaluation Reports OtlCi! FL16902 R3 AE PER3490.Ddf • • • • • • Created by Independent Third Party: Yes N 16952.4 • • • Architectural Fiberglass Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Impact • Opaque Side Hinge Doors 12-0 x 6-8 and 12-0 x 8-0 Inswing • • and Outswing V%ts of Use Installation Instructions Appnwred for use in HVHZ: Yes FL16902 R3 II A010891.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16902 R3 AE PER3491.odf Created by Independent Third Party: Yes Beck Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy ;Statement :: Accessibility Statement :: Refund Statement 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 click here . Product Approval Accepts: � Cl L{E 0 SCCUrILYMFTItits' https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 7/ 13/2015 JELD-WEND INSTALLATION DETAILS ARCHITECTURAL FIBERGLASS OPAQUE UP TO Y-0 `F X 6'-811 UP TO Y-0" X 8'-011 IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT 4, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH - OH HEIGHT IS>_ 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION • 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTEy 2 A TYPICAL ANCHOR LAYOUTS AND NOTES • • • 4 3 A OPTIONAL ZX BUCK ANCHORING DETAILS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES • 000 6 A WOOD SUBSTRATES • • • 7 A CONCRETE SUBSTRATES • • • 8 A COMPONENTS & BILL OF MATERIALS 3/8" i?I IEI = t a O u x ¢ i LL 9 O ACTIVE s O d O ? C m 2 1 n TYP. ELEVATION 1 1 a.-e.000nRcwrtr co,0 37 3/8" MAX. TYP. ELEVATION 2 1 s•-o 000x HFr NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. CdY�GURATION • • • • MAX. OVERALL NOMINALSIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING WIDTH HEIGHT INSWING OUTSWING POS. NEG. POS. NEG. 65 65 60- 60 LMI &SMI X 3'-0" 8'-0" 50 50 50- 50 LMI & SMI Hurt , n¢r , vn—Cnr 1—n--1-1—v—DILL. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 w PREPARED BY: /o�\\ BUILDING DROPS, INC. 3!IR E rrY'A 6FAC4 &VG., STF 338 hL 19s�1>a-ea/8 wee w >a y zo Ro - a m w mp c � q tow � EdLL Qa zz eQ pw a x �Q Lu jLu a J Q OrS2 � E. E. }a Dn F � ra7r. W) 0- REMARKS BY DATE ADDED " PRODUCT GL OL1b1� ua RW. •nr n nno,,.w.. . wnr..n •.rYr••r. mvs..r a aus«rca+Fn.R:.. r<•vFrncs m tYn oowrF•r uF Yor rF+rnrzo uro �77 �gltally signed by Hermes F. Norero, P.E. Jason: I am approving this document ate: 2014.05.01 13:23:16-04'00' DATE: 04.25.14 DWG. BY: CHK. BY. GL I SS SCALE: NTS DWG. #: A010896 SHEET: OF8 1 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. • • • • •• • • • • • • • • • •• • • • • • • 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM JyLOWABLE: • : : • SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) 3NAL•BE • • • • • • • i CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. • • • • • • • • • • • 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. •• ••• •• i • • •• �_ 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERy1L • • • • • • • • OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR* • • • • • • • • • • Q MANUFACTURER'S INSTALLATION INSTRUCTIONS. • • • • • • • • • z LL C 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARAO • • • • • • • • • • �30 0 JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE p z x SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK N CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: L A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH `D OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2OW PSI. 8. SEE SHEETS 5 - 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 3" 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. e ANCHOR TABLE 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. O.C. MAX. O.C. SPACING AT SPACING AT JAMBS JAMBS WOOD SCREW 010 IX WOOD BUCK 1-1/2" 3/4" 14" 17-1r4- OA FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 14" 17-1/4' ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC 1" 14" 17-1/4" 1-1/4" - CMU ITW TAPCON 3/16" CONCRETE/CMU 1.1/4" 1" 10" 14-3/8" 37 3/8" MAX. O.A. TYP. 1 TYP. ANCHOR LAYOUT (6-8) 2 J7 3/8" MAX O.A. WIDTH TYP. x � 5 r Q �roLL � U 6 z z �Z8 W O z ACTIVE Z P. ANCHOR LAYOUT (8-0) NOTE. NOANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS (X) ONLY. PREPARED BY' Ik BUILDING DROPS, INC. 39N E. OAYN 9FAp AIYD STF 3. �t9EACl1, f13300� put»sun EA!' Us+pu a;38 wEe� ...�.w+ff•uA�w.w�, LL} C) o h z r O N a g z 0 Q CE CL m d QCL mg Q Q}Q Occ W3c v Q z ax w; la_ E"! r F REMARKS I BY IDA ADDED BO PROWCT 1 GL "I S�ESLF�o''716, e>Ec rcf"ffF vlw zna DATE. 04.25.14 DWG. BY: CHK. BY: G L I SS SCALE: NTS DWG. a: A010896 SHEET: OF8 2 ... . . . ... . . . ...... . .... . . . . . . . . . . ... . . . . ... . . PREPARED BY: Ik• • • • • • • • • • • • • • • • • • • • • • BUILDING DROPS, INC. • • • • • • • • • ,?a� oa�x. erne rw-srr.3n • • •• • • •• ••• •• • Wr[Enpte,aow 1 B% H» 79 n. i95.),us:n wrs ..�.wrahe-on..v>a •• ••• •• • • • • • • •EJmma o /. iNTERafl it •$ \'\ • • • • 11 • • • 4 • • � EXTERIOR INTUUCR EX7AK)R •• •••• • • E' S Z. 0 to a w w a _mco Q Qa w ^5 cc N 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL C ¢ a 4 OUTSWING SHOWN -INSWING SIMILAR INSWING OUTSWING = V A ENDURA ZAIL4565F AFCO 1-2297 F Q Er w a w: IN7ERIOR REMARKS BY DATE EXTFWR -/. IEtIFR1GR to INT7 ERIOR E%?Woft °Q`E / EXTMOR o °'° PRooucr cl uuisn' �V6A!IA OOCJ�f ni YOI'EIWI,:r9 rMf 5 OPERABLE ADA SIL! 6 OPERABLE SILL OPERABLE SILL `�Yllllll INSWING/OUTSWING 4 INSWING 4 OUTSWING `SAS �S F./,� ENDURA HCI5000 AFC01 A-276/P-2000 OPTIONAL AFCO H-497 ��: 7 TA C 0, y 11 INTERIOR EXTERKIR NTER $ EXTERIOR IIOR DATE: 04.25.14 DWG. BY: CHK. BY: GL I SS g OPERABLE SILL g OPERABLE SILL SCALE:NTS DWG. a: A010896 4 OUTSWING 4 OUTSWING SHEET! OF8 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'.8" 3 8' D" 4 HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR C-8" HINGE DETAIL AT JAMB: 7 SCREWS (ITEM #19), 1 SCREW (ITEM 017) PLACE ITEM #17 NEXT TO WEATHERSTRIP 8'-0" HINGE DETAIL AT JAMB: 4 SCREWS (ITEM #21) INTO PANEL, 4 SCREWS (ITEM 417) THROUGH JAMB PREPARED BYIk BUILDING DROPS, INC. 398 E. t7ANlA B[ACH BiV'�_STf 338 Y.A erAotrt 3vu °N�HMi9?fiA'!e N r O a �J LLJ o��m l7 CO C W CO W LL a ut naaLL QCL Q my J W Q Q Z �$�c K 0 Q � w 0 W.. REMARKS BY DATE ADIH9"PR0-_-T GL 6U16'13 ,nwn uF NFe DAN- �S154tllllt//! .reW9'El'S1frv+.+an •• ••• • •• ••• ••• • • • • ••• • • • •• • • ••• • ••• • • ••• DATE: 04.25.14 DWG. BY: CHK. BY: GL I SS SCALE: NTS . ... • .. . . . . • ... . . • • • • • : • . • . . • • • • DWG. #: AQlM 6 SHEET: Q 5 .... . ..... .... ....... .... . . . ... . . .. . . ... . . . ... . . . .. .. . . . .. . . . . . . . . . . . . .... ....... . 2X WOOD BUCK N• • EDGE MIDIST. • • • • • `�'• • • / '' V�OI:ANCHOR SEE TABLE SHEET 2 W F • / • SEE JABLE ON SHEET 2 o= J 2X WOOD BUCK* • • N I • z¢ • � w *.WOOD ANCHOR SEE TABLE ON SHEET 2 1 HEAD (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR SILICONE 2X WOOD BUCK 4 OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO 1-2297 SILICONE [:;�� 2X WOOD BUCK g OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO A-117 • •• • /• • o.zs^ • • MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 2 JAMB (TYPICAL) 3 OPERABLE SILL 6 OUTSWING SHOWN - INSWING SIMILAR 6 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F II NE SILICONE 2X WOOD BUCK 2X WOOD BUCK �PERABLE SILL 7 OPERABLE SILL 6 INSWING- NO ANCHOR REQUIRED 6 OUTSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 AFCO H-497 SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 9 OPERABLE SILL 1 OPERABLE ADA SILL 6 OUTSWING - NO ANCHOR REQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED ENDURA ZOOL4565F ENDURA HC15000 PREPARED BY' /Z BUILDING DROPS, INC. ase_oaau eeu.ww.srr lu t ;95a1199ea)• 'o oam N C Q F— V V1 m � C N zn cc Q O i W� r 1- I; ADDED"PRODUCII GL ItWtbia 1 4 bw R.r•G�.YI •.��o 0 +r - rl� ��{ • 5• S11'�`1R6 •��liGi�� �'•` H, • sii� DATE: 04.25.14 DWG -BY: CHK. BY: GL SS SCALE: NTS DWG s- A010896 SHEET: OF 8 r� A PREPARED BY'. MIN. 1X WOOD BUCK k EDGE DIST. r- (OPTIONAL) SEE TABLE SHEET 2 i w BUILDING DROPS, INC. CONCRETE ANCHOR I I ONE O ,o.Eo.VP eEAC4 fCVA STf 338 SEE TABLE ON SHEET 2 oANA F—. Tr 3 W4 s 4sa1)aaa)3n iw CONCRETE/ MASONRY z F BY OTHERS f .'' % MASONRY iX WOOD BUCK �� % BY OTHERS m N / %% %%% (OPTIONAL) % Ln r o f MAX. ° W CONCRETE ANCHOR CONCRETE/MASONRYY BY OTHERS m 2 F— n i s SEE TABLE ON SHEET 2 MIN. EMBED. q m a SEE TABLE SHEET 2 j c x HEAD (TYPICAL) r2--� JAMB (TYPICAL) OPERABLE SILL Q w OUTSWING SHOWN -INSWING SIMILAR 7 OUTSWING SHOWN -INSWING SIMILAR 7 INSWING - NO ANCHOR REQUIRED = g F- Wp ENDURAZAIL4565F U �s Q Z SILICONE I I O We NE SILICONE w REMARKS BY DATE 80 CONCRETE/ CONCRETE/ CONCRETE/ PRODUCT GL "1614 ADDCD MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS +r.)si.0 rc fnrowno. v.yp.n m a wauw,u,1n, w. MAIIIMfA b!+r6 OKIIM 1 A9E Iqr KnI.Y'IFD aN] OPERABLE SILL OPERABLE SILL 7�OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED 7 % INSWING - NO ANCHOR REQUIRED l 7 J OUTSWING - NO ANCHOR REQUIRED ,�Q•� ````STII I tttt7f�, AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 i} s�77 STATE 0F7 r � O� •. J Win.: sty SILICONE Il/ C SILICONE SILICONE' 1^�x5tr 'p d • • •• • • ,�' • [=CONCRETE / 4CONCRETE/ ••• • • CONCRETE/DATE: O4.ZS.1MASONRY MASONRYMASONRY DWG. BY: CHK. BY: BY OTHERS BY OTHERS BY OTHERS G L SS Q OPERABLE SILL _ OPERABI, SIB LL OPERABLE SILL SCALE: NTS 7 OUTSWING - NO ANCHOR REQUIRED • • • • =�f% •O"w�swlw - NO ANCHOR REQUIRED 7 DWG UTSWING/INSWING - NO ANCHOR REQUIRED p: A010896 AFCO A-117 • • : :\�• • • LNDUR. Z %f4j6S 0 ENDURA HCISDDO ADA . • • • • • • • • • • SHEET: OF8 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . Or . . . .. .. . . .. .. . . . . . . . . . . .... ....... . 398 East Dania Beach Blvd. //CA\\ BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 3300410, 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation .Report Of JELD-WEN, inc. Architectural Fiberglass Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 3491 Current Florida Building Code Method: 1 — D (EngineeringT%fuation),' .�•�•. Category: ...... Exterior Doors .... ...... • Sub — Category: Swinging Exterior Vdbr Assemblies ••;..• go Product: Architectural Fiberglasw••;•; •. Impact Approved ...... 0*0 For use in the High Ve%city j1urricgv,-.Zone .• •• Material: Fiberglass •..� Product Dimensions: 12'-0"X 6'-8" (Nominal) 12'-0"X 8'-0" (Nominal) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: 1-lermes F. Norero, P.E. Florida .Professional Engineer # 73778 Date: 04/01 /2015 Contents: Evaluation Report Pages 1 — 5 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.02 12:27:29-04'00' Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method JELD-WEN, inc. Exterior Doors Swinging Door Assemblies State Product Approval (1)(d) Product Name: Architectural Fiberglass Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) 12'-0" X 6'-8" (Nominal) 12'-0" X 8'-0" (Nominal) Date: 04/01/2015 Report No: 3491 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method 1d 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 named herein. ."•', ...... .... product . . ...... •��;�• This has been evaluated for use in locations adhering to the current Florida Building Code. .product ..... ' See Installation Instructions A010891, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for •;���� • ..... . . specifk44 a parameters. ...... ...... .. .. .. .. • • • • -limits of Use: • ...•„ • 1. Tbis product has been evaluated and is in compliance with the current Florida Building Code, .'; •'. % cludinp, the "High Velocity Hurricane Zone" (HVHZ). •� 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010891 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010891 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS e\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 04/01/2015 Report No: 3491 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3923-01 12/11/13 SJW2013-208-TAS 11/13/13 SJ W2013-209-TAS 11/13/13 SJ W 2013-137-TAS 07/02/13 NCTL-210-3801-2 02/04/12 •••• NCTL-210-3925-03 02/07/14 • 6 • • • • NCTL-210-3930-01 02/27/14 •••� ' : •"• . .••••• ..•• 2. Quality Assurance Entity • •••: National Accreditation & Management Institute •... 00000 • (FBC Organization #QUA1789) •••••• • • •• •• •• •• 3. Component Material Testing of Dylite Expandable Dol);Slirene by 0 Intertek Testing Services NA, Inc. '•"" 0 ASTM E84-08 • ' Report#: 3113726SAT-001 R1 Report Date: 03/13/09 • • • 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10, ASTM D638-10, ASTM D1929-12, ASTM D2843-10, ASTM G155-05 Report#: ESP010982P Report Date: 02/26/13 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 //QA\\ BUILDING DROPS 0 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Equivalence of Test Standards: Date: 04/01/2015 Report No: 3491 Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96 (2000) e01 5) ASTM D2843-99 (2004) e01 ••••d� ASTM G155-05a ..•... .... • . • •Ait�r;eview of Me above mentioned referenced standards and editions, it has been found that no significant ...... ...... •••• technical c4MM Pave been made to the test standards that would affect the results. All referenced • 9tanderds have}4een found to be equivalent. All materials test results meet minimum requirements of the current FloridaWilding Code. ..... . • ...... ...... . . . . Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 im /a/A\\BUILDING DROPS1/2015 A Perfect Solution in Every Drop Date: 0 o: 3491 Certificate of Authorization: 29578 Report No: 3491 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (AO10891) for anchor spacing and more details of the installation requirements. .•••• • Design Pressure: .• • • •• ...•.. .... DESIGN PRESSURE (PSF) 0000 • • MAX. OVERALL • • • • • • NOMINAL SIZE FINGER -JOINTED PINE & ALL OTHER MATERIALSAtto• • MIssILE • CONFIGURATION SOLID WOOD CONFIGURATIOA • • • • • • IWNT.: 1RATIN9 INSWING OUTSWING INSWING OUT9WINCI'• WIDTH HEIGHT POS. NEG. POS, NEG. P05. NEG. POS. NEG.* i • • • i • O,XX,O 12'-0" 6°-8" 65• 65 60' 60 so, SO so, ••5b ; LMIf6ifW4 O,XX,O 12'-0" 8'-0" so* 5o SO' SO So` so s0• so LMI iiSAl • XX,0 or O,XX 9'-0" 61-8" 65" 65 60" 60 so'' s0 so- so LMI & SMI XX,O or O,XX V-0" 8'.0" So' 50 SO` 50 SO' SO SO'' sO Lltiril & SMI Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 q Page 1 of 2 -�-{-'wee— This property described as: r�� lode E / /�n� �j Z 0t E wp S! pGti l Lot 9 and the West of SJ J_T�G Lot 8, Block 1, +4S.o 31y E c( ice• gs�,lpl�- •''-' _ AN AMENDED PLAT OF MIAMI SHORES SECTION NO 1, 6 5 4I 3172 according to the Plat h). thereof, as recorded in Plat Book 10, Page 70 I t2 I m _ FT of the Public Records of I U Miami -Dade Count Florida. ` /3 �7�r�y.� Y• ,� „! 1Ia +7 l8(N 20 zl p2 ?�\Q / J,C..t/. ,. �` P f4. v�i� so' 94 w t < \ � m ' �7, 3 A NOTE: PAGE 1 OF 2 IS,.NOT COMPLETE WITHOUT PAGE 2 OF 2 WITH z Loco fioi7 /7)gp ,p q/ ps0 CORRESPONDING SURVEY i. < /le 1p./o 1 L O L ,3� • 5. 2= ^ 5 ���nW�� a BY Q DATE Q IN D q � cac• o-� d gin• �� — y �. ra ixzo'o ( /3./eo n t. + E 5 f- .. I I A' I )-F-,)F R,11_ atwwy e.,s,ry ttv w. .../I —: w su.,a RorTdi: ea wBn.4 m JLI R Wa as ld pt b thel,p yaave GEa,,ss adoplaC M the DeAertsienl W Apdn ` enC Comun,ar Smaces, �� BoerA nt PmlssalmJ Sureayaan raaDDe to as enSel4eeb,,l9et, endaC, D l Fb Stnes,u,C6vueeM cartau. O -�-,� ee .mylw.4Mga ana n.e.e.� �_ r�i•�c-. r7EcK i m d p� a.ea R�mR o» Ea. Y�oWP Alfonso Sanchez 6 PROPERTY OF: Claudia;Alvarez., •- 32 N.E. 92nd Street, Miami Shores, Flo;kda 33138. � i D 1�• �- I.80, ••• ••• • • • • • • �Tv 'm TiLC -ri�c C • • • • • • • • asnwtruotrrttemtu.uee A BOUNDARY 0 0 • • •• • •.• • • e•w,� a °' suavey LANNES and GARCIA, INC. 0 q i • • • • • • • • • • • "°"� '" e O I hereby -pity that the surveyy repre- 't t7}' melm ao -� • • • • • •scored hereon mews the mm7mum ENGINEERS - LAND SURVEYORS - LAND PLANNERS P /r • • • technial sondards set forth by the , _ _ - — o � C v ,yob • • • • • • • • • • Board Land Surveyors ursuant io PROFESSIONAL SURVEYING MA MAPPING seaio 47z.Dv, FIa. star <•s Here are LANNES & GARCIA, ING I?uiT j( lk a Y a e aAln on the P than FRPN ISOD Cifd,, FAJARDOteec,C PSM talGab167 s.Flod a 331 -r .�CiLJ JJ t7!5 Ailrambn CireM, Sucre 1C, Canl Galles, FlotNa 77131 yry� /� 1 ' / )(/,�j ASps+a+zr • • • • • • • • PH (305) 666-79D9 FAX (305) 442-2530 I I,Di9� W,14o�J I� f-tU�G, • • • • • • • • • • ern w,r�s Karoo r_ �' • • • • • • • • • • • • • • • a. Reg. Ian I eyor No. • • • f DATE SCALE DRAWN BY DRWG. NO. • •• • • • • • • • • � J.G��reW5 / -/l _Ul '=�p' //jT 192-12797 •• • "- - RECERTIFIED, (FIELD WORK COMPLETED), CERTIFIED TO 6 FLOOD INFORMATION REVISED. - I .P,etreFt4tic�'Ir; erti'Lfd'To ar_ ame Revised_ - 9X7 212752 683 4118=5 Florida Building Code Online J q OC7S Iio,— Lug In then Registrsnur riot 1.0cs Business, USER �ubliApprnvai Professio al l Suunrlt S.'J ~rye Stets a F'aCts Publitatian FHe Starf )CIS 5tte Nap Links seamb > Application Uat Search Criteria Ri-fin- Se l:gtJ Code Version 2010 FLr 16902 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Narne ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Deslgn Pressure ALL Other ALL Search Results - Applications Fi it } Typg, !jarr4titac rrr 1+21_ &Lcs-4Y 5.431Q1 t Revision ]ELD-WEN Locke Bowden Approved I.a►t9 y Category: Exterior Doors (334) 300-1800 i Subcategory: Swinging Exterior Door Assemblies i .Approved by D3t'R. Approval~ by DBPR snail be revieweo and ralified by the POt_ and/of the r.airllni$$ipn If necessary. • • •••• •••••• Contact 11 :: 1940 North 11onwe Strttt. Taltaha5set Ft. 32399 Eb2' 65J-iA%-i4 • • • • • • • • • The State of Florida is ar AA/EEU em o r, ri ht 20417.7U13 StCle f HpHda.:: P vary Statement :: Ar • • • • • • 000000 pl ye c'oev d G; �tssl o!llt• Stalemtnt :: �teturr�S:attment •••••• • 41 Urioer'Flofidi law, email addresses are public records. It you do not want your a -mad address released in response to a twbi•c-records request, do not send eleCVWW • • mall to this entity. Insteac, contact the office by phoot or by trad ucnal mail. Ir yuu have any Questions, lease c W2t'b9J.487.1395. '•iNA20R to Sectio• • 455,225(l), Flonda .Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. nt.tst provide tits LMyjrj;%iewith an Awml ndort� if they have one:• The emalis provided fray be used for official cummut4catlon with the licensee. However emnil acdresses art pu l ecorcl. If you do�rdt %gh to suppfyd't• • • • pnrsnnal address, please pxovrde the Deparmient with an email address which can be made ava,lable to the public, t"n�tlFprry! f you area licwe under Ch3�•Ce+r •• • 455, F.S., pledSC ChCk ti!`t , • • • • •• • •••••• Product �A, p�pr•• •• ••�oval Accepts: • • • • • •• • •••• nlr'.l� • • • • - • • itilps:/Mnvw,floridatwiICU ng.argfpr/pr_app ist.aspx 1/1 JELDrWEN w I N E) 0 IIS' 5 & D 0 () It s INSTALLATION DETAILS ARCHITECTURAL FIBERGLASS OPAQUE UP TO 31-0" X 6'-81I UP TO 3'-0" X 8`-0" IMPACT APPROVED FOR. USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUL7 SHOWN HEREIN IS OES!G.NW AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FOCI, INCLUDING HVHZ ANO HAS SEEN EVALUATED ACCORDIFIG TO THE FOU DWWG • fAS 2.'1-94 TAS 2G2.94 • TAS 2D3.94 T. ADEQUACY Of THE E)ttSTII.'G STRUCTURAL CONCRTTF/MASCJVRY OF. 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER UR ARCHITECT OF RECORU FOR THE PROJECT OF INSTAL LA.T104 L. THE INSTALLATION DETAILS DESCRIRFO HEREIN ARE GENERA. AND FAA N07 REFLECT ACTUAL CON KMMS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE PICIU!REMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCNTTECT SHALL PREPARE SITE SPECIFIC DOCULIENTS FOR USE W.TH THIS DOCUMFNT A, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON TW5 PRODUCT IN AREAS P.ECU!RING IMPACT REStSTAkCE S. &PANEL DOOR "OWN FOR ILLUSTP.ATION PURPOSES ADOTTTONAL. PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUAIJF LED. 6, NOTE: AFCO H-497 5'LL MEETS WATER WFGTRATION AT WATER TEST PRESSURE IWTP) OF 9.75 PSF. RI N'AINMIG 5RL5 NOT RATED FOR WATER INFILTRATION. IF AuTHTH ORTTY HAVING JURISDICTION REQUIRES AT PRODUCT MEET5THIS REQUIREMENT; PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PRO, ECTED BY OVERHANG SUCH THAT OVEkHANG IOH) RATIO - OH LENGTH � OH HEIGHT 1S X 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 7 A TYPICAL ELEVATIONS, DESIGN PRESSUR:S. ANO GENERAL NOFA• • 2 A rYFICAL ANCHOR LAYOUTS AND NOTES • 3 c OPMNAL2X BUCX ANCHORING DETAILS • 4 I ! VERTICAL ASSEMBLIES • • S A HORIZOVTAL ASSEMBLIES 6 A WOODSUBSTRATES 7 A COXCRETE SUBSTRATES 8 A COMPDNENTS L BILL OF MATERIALS O.A. WIDTH L Nx '..• s O _ s .- i��` $ r • ACTIVE u z i TyP. ELEVATION 1 raPw..i•xr ••• • • • • -SEE �NERAL NOTE 6, SHEET I, FOR WATER INFILTRATION APPROVED SILLS. • TYP. ELEVATION 2 t10TP UUM S40W'N ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS, • MAX.OVERALL DESIGN PRESSURE IPSFJ NOMINAL SIZE MISSILE CONFIGURATION IMPACT INSWING Ot1ESWING WIOTH HEIGHT RATING POS NEG PM AEG. • • X 2'-B' 6'-B" 65 GS EG• bD IMI S�5Li; • • X Tv 8'-D` SD SD SG• SD UMI 8. SMI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PALFAI.ED tV. BIUIIDING CIRGPS, INC. .. uaY%Wa�^m Ui n lK+:1ll HM W �� o�g vn LnZ IX- �c O L.I ^ 5 Q� c 4 W < J Q ccuk W Q cr r. ti. V) �t REMARKS BY 047E .^mis4 m,e ❑L Iwwj, t`SpIIII11j",/ I Z :'LICE '.. P3 Nn;.678 STATE OF it po *•'•fiL ORiat..." . jrtdty wAxd try fkrnrcf F Nprer,., P.E. 'arm i am .cFr�*59'M doctimsrr:e W_ V314031 Il.73IS-C+4w DATE Q4.2S.14 OWG.GBrL CHI. BYS S S� SCALE: NTS DWG. x: A010896 SHEET: 4F Et 1 INSTALLATION NOTES; ONE (1) INSTALLATION ANCHOR IS REQUIRLD ATEACHANCHOR LOCATICNSHOifN. SHIM AS REOUIRLD AT EACH 1NSTALIAT,YIN ANCHOR WITH LOAD BEARING SHMISI. NIAIIINIUM ALLOW ABLE SHIM STACK TO BE 1,41NCH, 5HiM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SiAM(S) SHALL BE CONST'RUCTI D OF HIGH DENSITY PLASTIC OR BETTE& MIN=.MUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAit FINISHES, INCLUDw 8UT NpT LIKIITEO TO STUCCO, FGA%A. BRICK VENEER, AND SIDING. 4 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST MADE OF CORROSION RESISTANT FAATERIAL OR HAVE CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACZOROANCE WITH ANCHOR MANUFACTUdER`S 4NSTALLAMN INS1 RUCT EONS. S. FOR HALLOW BLOCK AND GROUT FIiLED RLDC1(, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS- EDGE DISTANCE 6 MEASURED FROM FREE EDGE OF SLOCX OR EDGE Of MORTAR )O1N T INTO FACE SHELL OE 1310CE- 6, FOR 2X STUD CONSTRUCTION, ANCHORING, OF THESE PRODUCTS $HALL 4f THE SAME AS FOR 2X BUCI( CONCRETEjMASONRY CCNSTRUCTON. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN RAF BASED ON SURSTRATF. N•.ATFRU\LS WITH THE FOLLOWING PROPERTIES: A. WOOD-MNNMUM SPECIFIC GRAVITY OF D.SS. B CONCIIETE-MINIMUM COMPRESSIVE STRENGTH OF,TDOO PSI. C. GROW FILLED CMU- UNIT STRENGTH CONFORMS TO ASTMC-9C WITH MINIMUM COMPRESSNE STRENGTH O0 OF 2DPSI AND GROUT CONFORMS TO ASTM C 476, M;NIMJM GROUT COMPRESSIVE STRENGTH OF moo PSI D. HOLLCW BLOCK CMU- UNITSTRENG III CONFORMS TO ASTMC-SD WITH MIHINIUM COMPRESSNE STRENGTH Of 20M PSI, R. SEE SHEETS S• 7 FOR MORE DE TAILS OF THE INSTALLATION REQJIRfMENTS,LNCLUD,`NG ANCHOR LOC.AMNS: E DGE. DISTAW E', fMBEOMENTS. AND SHIM SPACING, 9 OPTIONALLY, ANCHORS CAN BE PLACED IN BARROW SECTION OF HEAD OR )AMB AS LO:NiG AS WKINTUM E MBEOME NT AND EDGE 015 TANCE ARE ACHIEVED ANCHOR TABLE VIr DOORS B'0' DOCRS ANCHOR TYPE ANCHOR SIZE SU/SIRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. OX. MAX. O.C. SPAUNGAT SPACINGAT )AMOS JAMBS WOOD SCREIN AID 1TW000BUCKCRi0.ANLNG 1_.h' 3;� 14" 17-V4- TW TAPCON 3/16' CONCRETE/CMU I.1/t' 1-:12" ?A- 37.1/4' ELCO ULTRACON 1/4" CC, WXE I LtCMU 470l1C. 1. 14' 171/4" 1 ,(4"-cm, J ISW TAPCON 3?16' CCNCRi 1/CMJ I-lt4• - 1C^ 14 Us' •• ••• • • • • • •• . .. . • . . ... . .. ... .. . . . .. • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lAElARCD H". 37 /8" MAX, O.A. WIDTH r Q" 3 �P. _ WILDING DROPS, INC. n1iE Wo+i�i[v hYD-1:r !]s M rt� MR>r••+.f-a � pp ip V , gw,•ia t;u z� 8 Z ^S aPv r � Q S � 6 o Z uq z 2 O 2, W a kn gr =N a O 2 Q z TYP. ANCHOR LAYOUT (6-8) Q ( _ O.A. WIDTH '.�TYP— — TYP REMARKS BY 107 "� N � LIMA. Wpftat a1tik. �l Y.fa. W.[W a ti•KiP[Lu• Y.O: Ntu^Ft••,tl � Si1111J7C/Il \�5 ' ".Gv 5 } Nc. 75774 _ "0 ' STPTE 0= Yja%FtdRm ' kU d ACTIVE (�7YP. ANCHOR LAYOUT ($-0j DATE. 04.25.14 DWG, DY: GL CHK. D". SS SCALE: NTS NOTE: NW -ANCHORS REQU:RED AT THE SILL FOR SINGLE DOORS (X) ONLY. DWG, #: Anl L}QQK pj- 1 i2 IN!Mea :It7F�l%I? M OPERABLE HEAD 1141, OUTSWING SHOWN -INSWING SIMIUR ,h7EAGH E111F:If: 10 ,� OPERABLE ADA SILL 4 INSWING/OUTSWING ENOURA HO5000 0 OPERABLE SILL INSWING ENOURA ZAIIAS65F /-6-\ OPERABLE SILL 4 INSWING AFCO A-27o/P.2000 33 AT:PMd 5 F%7f[Wn �4 \ OPERABLE SILL 4 OWSWING AFCO 1-2297 IS TTRSOF 7 11 MEP,�Ci. i' OPERABLE SILL V OUTSWING OPTIONAL AFCO H-497 11 g 77 ;N;=S%0R (ITFkt" n ' WTU" EX'Ex"p.. .. ... .. . . . .. OPERABLE SILL g OPERABLE SILL 4 w'NG • • OUTSWING • IJPTIO%U AFCO 00117 • • • • • OPTIONAL ENOURA ZOBL4565F • • • •• • • • • • • .. . ...... . .. . .. .... .... .... ....... . . ..... . ... . .. .. . . • • • .. .... . . .... . PRE➢Afl OV! AN E 0 t BUILDING DROPS, INC. xA, oAv: v...Mua��r�.saA M,k! wkT:1WA Ne. yS1:�JTill.3 u: YUiM,i LY Wls rr.d+.i,Fs,a,pnry �0 to n g`�` O Zc m Cx� tin u� Q U4 > i I--okon.oly.sa 1 CA Ie. o.I Y 'D %TATT= EYF a' aATE: 04,25.14 MG, BY: CHK, BY; GL SS ALE: NTS —G, a: A010896 SHEET: QFS 4 R7Ex..G' EZTr`pA ri -� LOCK JAMB OUTSWING SHOWN. INSWING SIMILAR •• ••• • • • • • •• .. ... .. . . . .. • • • • • • • • • • • • • •• • • • • • • . .. .... .... .... ....... . . ..... . ... . ...... . .... .... . . .... . HtGE �HEpULE DOOR HEIGHT QUANTnY E'.e• s 7 HINGE JAMB OUTSWING SHOWN -INSWING SIMILAR V4* HINGE EIFTAk AT JAMB: 7S EWS(TEM b14),1 SLAEW(ITEM N' 71 PLACE STEM @17 NEXT TO WEATHE ASTRIP 8'-0' HINGE CETA AT. 7AM8 t 4 SGtE W5 (ITEM 11I3) INTO PANEL, 4 SGiEWS (ITEM S171 THROUG!f TWIT FREFM1AEb 6Y� BUILDING DROPS, INC. '1H(Y.v u.GIRM.S�f AlR abf� su�SE b tvG M Ms:w Y'rR wsR....n+wAE.x�n N N n CEO CD y w� CD mo � yF�v Q lJ —I U C Q ~ Z 0: 0 t=1` �a il; M.gR[5 BY AAI w:10T D l t'F+II)b'LT 4E o-m �rw: vrnn xcuvw.r.oe.csvey.,.- CASE: 04,2S.14 DWG. BY; CHK. B GL SY:S suEE: NTS uwG.r: t1nins2Qr, 5 MIN FOGS DIST, SEE TABLE $MET 2 2Lt WWI) BUCK zF O WOOD ANCKR 5FE TABLE ON SHEET 2 [� HEAD (TYPICAL) 6 OUTSWINGSHOWN-INSWINGSIMILAR ' SILICONE 2X WOOD BJCK q OPERABLE SILL Ej OUiSWING- NO ANCHOR REQUIRED AFCO J-ZZ97 SILICONE 7Y WOOD Bic;g OPERABLE SILL % OMWING - NO ANCHOR REQUIRED AKO A-117 PIEFARID B+: Jx WOOD $UcE �N WOODANCHOa NE BUILDING DROPS, INC. SEE TABLE ON SHEET i >I�e owu+k..cs.•era,�i y� eA W V(A ]X!N M'. RSa: hFNli ii4Y..wor 'R�'•N�+ jlYW,nnp,jr 2TT2 i y s�M 025• MAX, � ^ sn 4 SHIM MIN EMBED. W < m a 5EE TABLE SHEET 2 cc Q JAMB (TYPICAL) OPERABLE SILL u ¢ y W 3 CNJFSWING SHOWN • INSWING SIMILAR � INSWING. NO ANCHOR REQUIRED ENDURA ZAIL4565F u D O SIL :•ONE �+ Zx WOOD 6LICK IX WGOD BUCK 7 RE MARAS BY Di''. Anp+.o E7rgOOLCt G EASE t OPERABLE SILL OPERABLE SILL V INSWING • NO ANCHOR REQUIRED I] OVTSWING- NO ANCHOR REQUIRED AFCO A•276/V•2DD0 AFCO H-497 StIILUNF SILICONE 7X WOOD ECitCK 7X WOOD StJCK • • • • • • • •• • ••*• bPl AISLE SILL /M OPERABLE ADA SILL 6 OUTSWING- NO ANCHOR REQUIRED INSWINGJOUTSWING- NO ANCHOR REQUIRED ENDURA ZOOL4565F ENDURA HCI5000 • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _^ •'vo�377P� _ Or�•:fiC�1RP':�•,yr e W eci/tgiTiFf {�S3 arM1 DATE. 04.25.14 Oi4G BY' Cf{K 8Y •� GL SS SCALE: NTS DWG.x: A010896 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . • W.Fi�K{Ef lY MIN, i% WOCO BUCK taPTIONAu Ep 4 CD:. • • • • • • • SEE TANTSHEET z ;? • • • • • • • • •• • BUILDING DROPS, INC �a� • • • • . • • • • • ,� •'+ �, CONCRET-`.•4EfC•`OR• • SIVx� • • • !/„_ .wf x•>:,.MM µxrs-z fir Ss SEETABlEON S►£E'W • • • s wsa« �;a1­ a:y N CONCRETE/ MASONRY •j, j/ rr 4 BY OTHERS �� -ia• • RIASON•Y • ••• •• -ate ate„ • •ii • a • •s�iE£• •a3Tg Ex rrao RLxt . 'i , � _ • • • • • • • • • uq w in g� o.rs pzx .....�. MAY •• • • • • • ••• •• W� N" SHM Q cc CONCRF^-ANCHOR '•• t% Y SCE TABLE ON SHEET2 CONCRETE/MASGNRY dY OTHERS S to 5 MIN EMBE6. K co SE£ FARE SHEET? C D T HEAD (TYPICAL) � JAMB (TYPICAL) 3 OPERABLE SILLWy.OUTSWING SHOWN -INSWING SIMILAR 7 OUTSWING SHOWN -INSWING SIMILAR INSWING-NOANCHORREQUIRED Z W /—.� ENDURALi1L4565F U >`- z 0 ? _ SILICONE £Ilh.4ttf SILICONE .p a REMARKS BY DATE. CONCIETE/ - - - CONCRETE) ' CONCR£TC/ ux€n wa=•carlcs a a•'ty;u MASONRY MASONRY MASONRY BY OTHERS SY OTHERS Sv OTHERS r:mrt .,.ow sow. rr « w. ea na:rvK. u-,a.4..m-cV. tt�lw Mi. • •H Ce n �p:vfN,[t a0f Kf Jt-.p. V1 4 OPERABLE SILL OPERABLE SILL OPERABLE SILL 'ttitilli;;" OUTSWING-NO ANCHOR REQUIRED INSWING- NO ANCHOR REQUIRED 7 OUTSWING- NO ANCHOR REQUIRED �YY,% SF-N " AF[01-u97 AFCO A•776/P-2000 AFCO H447 4�r,G�F,PI�� 0 'Nck-Tj3%7f�i'. ro : STATE OF f a G SILICONE SILICONE SILICONE •p a n a a GATE 04.2S.14 �COt.YRME/ CONCRETE/ CONCREtfj LAASCNRY MASONRY MASONRY OWG. BY: CHK. BY; POWERS BY OTHERS BY OTHERS �jl SCj OPERABLE SILL �^ OPERABLE SILL (1a1 OPERABLE SILL KALE. NTS OUISW)NG-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING• NO ANCHOR REQUIRED OWG.R: A010896 AFCO A-117 ENDURA ZO8LA56%F EN H(�5000 AW SHEET pFg 7 BILL OF MATER.IAL5 ITEASJI DESCRIPTION MATERJAL 1 FRAME HEADfJAMBS FINGER -JOINTED PINE SOLID PINE "INATED VENEER LoMBER COMPOSITE I 2 K W:XSET LOCK SERIES 400 STEEL 3 MKSET DEAOBOLT SERIES 790 STEEL ' 4 E:NDUBA ZALL4565F THRESHOLD - 5 AFCO J-2797 IHRESHOL-D 6 AFCO A-276/P-2DOC TAXESHGLD - 7 AFCO +497 TH113HOLO - B AFCO A-117 THRESHOLD 9 ENDURA ZOD1456EF THiESHOLD f0 ENDURA HCISWO ADA THRESHOLD - 11 WEATHERSMP :JRE'HANE ."•[JAM 6 POLYETHYLENE 12 NONCOMPRESSION5141M (OZ- MAX. THT_j WOOD 13 2X WOOD LS.G. MUST SEOSS OR GREATER) WOOD 1s IX WOOD(S.G. MJ5T 810.55 OR GREATER] WOOD 15 41P YWOAO INSTALLATION SGIEW Wi 11/2-MIN. EM?ECIMENT STEEL 16 CO%C./CMU ANCHCIt ISEE MYJICR TABLE SHEETS 2 A M STEEL 17 07X 2112' PHILVI'SFLATHEADWOODSCREW Sr. It 18 WN'.MUM AE X 2" PHIWPS FLAINEAD%VOW SCREW STEEL 19 k9 X3/4' PHILUP5 FLATHEAD WOOU SCREW STEEL 21 49 X 1- PHILLIPS FLTIHEAD WOAD SCREW' STEEL. 22 (TTFM NOT USEO; - 23 (?EA7 V:lt USFO) Z4 (fTEM NOF USED) - 25 (•7EM NOT USED) - 26 (rFM NOT USED) - 27 BUTT HINGE t5E£ SCHEDJLE SHEET Sj tSTEEL • • ... ... . . . . . . . . . . ••• . • FRAME HEAD/JAMBS ENDURA ZAIL4565F THRESHOLD •ISEAAF.EO}Y / VARIES. SEE SOM At LEFT h Q • • • • • • • • • • • BUILDING DROPS, INC. /� t,� S•Iten••ca I { •• • • • •• •A,S6" ••• Q AFCO } Z2jf�lR�51�L�• • • AFCO A-276/P-2000 THRESHOLD _ I i tia o n�� 7 G tl [II z a I. �- c O AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD z n iif U �' •4-= ' t REMARKS EY DA ♦paFn lfi PitiQlfT ra tk'I ! a S�!" I ENDURA ZOBL4565F THRESHOLD 10 ENDURA HC15000 ADA r �c wr«a .Aar .gym.. �...,.or o•+rr •w'aKal�'o•l �NMO~ P Kaa I � aac,pl yT,rt OO.Lwt•n lal••'.T MwC!ryay R,51{E{{ili//1jX,I S NO 0 fl ' STATE OF I a = DATE, 04.25.14 DWG, BY: T CHK. BY! GL I SS SCALE: NTS Dom•.. A010896 0