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WS-07-22-1807, 1020 NE 92ND St (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-07-224 807 Permit Type: Windows/Shutters Work Classification. Window/Door Replacement Permit Status: Approved Issue Date: 07/21/2022 1 Expiration: 01/23/2023 Location Address Parcel Number 1020 NE 92ND ST, Miami Shores, FL 33138 1132050130020 Contacts 1760 NE LLC Owner Dolphin Expediting.com Applicant 1020 NE 92 ST Mannix Fernandez Business: 305-878-9326 MANNIX7705@HOTMAIL.COM 14512 SW 147 CT, Miami, FL 33196 Business: 3058789326 mannix@dolphinexpediting.com Boost Construction Applicant BOOST CONSTRUCTION Contractor David Pupo CARLOS PEREZ 7841 NW 32 ST, DORAL, FL 33122 Business:3054847834 DPUPO@MODERN-STONES.COM Mobile: 3054847834 Description: NEW IMPACT RES. WINDOWS 6 DOORS/6 Valuation: $ 19,000.00 Inspection Requests: WINDOWS 305-762-4949 Total Sq Feet: 2,475.00 Fees Amount Application Fee - Other $50.00 CCF $11.40 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $3.80 Scanning Fee $15.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $261.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $261.20 Credit Card 07/18/2022 $50.00 Credit Card 07/21/2022 $211.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A F I certify at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin nstruction nd zoning. thermore, I authorizelthe abof a named contractor to do the work stated. Authoriz ure: Owner ! Applicant / ontract / Agent Date July 21, 2022 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUL 18 M2 Tel: (305) 795-2204 Fax: (305) 756-8972 BY; INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20RO —M • _zs'3 i BUILDING Master Permit No. 1L —1 q '�L— � PERMIT APPLICATION cAj �,nJc;w Sub Permit No.1,�1 O� �—/f30 rI BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 102,C) J 5 2°1-d S J Folio/Parcel#:_ Occupancy Type: Coun Z. n56 -L 3 00 Zu Load: Construction Type: Is the Building Historically Designated: Yes NO )e Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 17�G �' �Lc Phone#: G57-J Z2 -O'9j� Address: 102-0 t" E5� 9z'4�� City: Ai�y�, >dkok-e S State: �� Zip: 5 � 13 �r Tenant/Lessee Name: Email CONTRACTOR: Company Name: -�:>c-)C J� �� S l VC-�'1� I� Phone#: Address: 7�?L4 3a+yA 7 City: ® C'a State: � i. Zip: -.E; - 3,�i t2-Z Qualifier Name: Cw— Cif �Z r Phone#: 305- ` -7 7q 1Ll State Certification or Registration #: Certificate of Competency #: DESIGNER: Arch itect/Engineer:�� .�E' ri;�^�kt' �tnTefYtci-L Phone#: _ Address: 2gSC 56L z7 A -% 40 City: ' State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [g] Repair epla Description of Work: N Specify color of color thru tile: FL Zip: 5-S 03 ❑ Demolition Submittal Fee $ CJ V ' V L/ Permit Fee $ CCF $ ° -tl CO/CC Scanning Fee $ Radon Fee $ DBPR $ Notary $ d- Technology Fee $ oZ 'i Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ fa TOTAL FEE NOW DUE $ ° (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr nd a reinspection fee will be charged. Signature or AGENT Signatur CONTRACTOR Th for going instrument was acknowledged before me this The -foregoing instrument was acknowledged before me this day of i✓i'- 20 by L� day of '�'Q— 20 2 Z by ,who is EEEkno n to Co'i�� "�'� �� ,who is ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P IC: NOTARY PUBLIC: Sign: Sign: Print: va d •d (�Ca Print: cvt,' Seal: ��ey DAVIDPUPO Seal: .+°tS�oc, DAVIDPUPO MY COMMISSION # HH jum ;,. MY COMMISSION # HH 1MM EXPfRES: June 2, 2025 S June 2, 2025 :Fosv��.•' Urided TANNotmyPubic lMd •°F°` 'Wtded T1vu NabW Public M&mbm ********* ********************* *********** I APPROVED BY Plans Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection is for the verification of conformance with Product Approval (NOA). Acknowl QualifierDflivner Signature OA�LOS A_f_�Z_ Date Print Name For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage C',JlU+'PI Royal Truss Manufacturing 13) zS Royal TrUss- : _ -,Fax: _�r®s):ims:3 Site Inf®r►r�ati®n; Project Gueiomer1020 NE RE SI®ERICIE i UG'Addiess 1o20 N*tb9 '�i.. MIAMI SHORES St: FL. Zip:. beneral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Shoe Special Loading Conditions)::: Design Code: FBC201.71712014 Design Program:8.22 May 29 2018 Root Load: 55.0 psf FloorLoad: N/A Wind Code: MWFRS(DIrectional)1C-C hybrid Wind ASCE 7-10 Wind.Speed: 175 mph This package includes 21 individual, dated Truss Design Drawings and 0 Additional Drawings. With my -seal affixed to this sheet, I hereby.. rtify that I am the;Truss Dosign Engineer and this index sheaf conforms to 61615-31.003, section 5 of the Florida Board of Professional. Engineers Rules. No. Date Truss ID'# Seal# 1 11/22/20 TA A0069253, 2 .11/22/20. TB A0069264 ' `- 3 1 V22/20 TC . 70692W 4 11/22/20 TD A0069256 $ 11/22/20 TDD A0069257 6 11/22/20 TE A0069258' 7 T1/22/20 TF A0069259 8 11/22/20. V1 A0089260 9 11/22/20 V10 A0069261. 10 11/22/20 V13 -:A0069262.• 11 11/22/20 V14 A0069263 12 11/22/20 V15 A0089264' 13 11/22/20. V16 A0069265 14 11/22/20` . V2 A0069268 15 11/22/20 . V3 ' A0069267 18 11/22/20 V4 A0069268 17 11/22/20 V5 A0060269 18 - 11/22/20 Ve A0069270 19 11/22/2. V7• A0069271 20. 11/22/20 V8 A0069272 21 11/22/20 V8: A0069273, Soso 0 0 • -� • • •eoo•• Soo• • Sss S•' S•s'o a.• Does •o•o• '•• •• •e•ee° S - • • • s• • D: •• • Does • •' a"i"7��r•i*Bly�o l ' 1P 10. ,i�iL�Y .the truss draWing(s) referenced above have been prepared by MiTek ®dd� ��, �'�� Industries, Inc.. under my direct supervision based on the parameters RO'V 2�-'J provided by Royal Truss .Manufacturing, c5��aaa�aa90 Truss Design Engineer's Name: Orlando M. Fortun, P.E. PE # 22249, EB# 0005512 NOTES The seal on these drawings indicate acceptance of professional'engineering- respohsibilty.fcr the true- components, shown.., Page 1 of 1 naineeis Name' " a: Job Truss Truss Type Qty Ply 11-17-20 TA COMMON 2 1 Ado69253 Job Reference (optional) O..LLU s May Zts ZUlt3 MI I eK inausirte.s, inc. -jun NOV 4 IU:t)tS3y LULU rage 1; ID:VTIsfpa7XgsZebHXbvpKYl yGh4U-U_IVRastLOdEMjS7kMDikdFwylhQVBd99Cbl FPyGfvE 5-5-12 10-11-8 5-5-12 T 5-5-12 4x5 = Scale = 1:20.2 4.00 12 3 6x6 2x4 11 3x4 LOADING (ps) SPACING- 2-0-0 CSI. DEFL. in TCLL - 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.02 TCDL 15.0 Lumber DOL 1.33 BC. OAG Vert(CT) -0.35 BCLL 0.0 Rep Stress Incr NO WB 6.06 Horz(CT) 0.02 BCDL 16.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2r:4 SP No.2 WEBS •2x4 SP No.2 BOT CHORD SLIDER Left 2x4 SP No.2 2-7-14, Right 2x4 SP Nol 2-7-14 REACTIONS. (lb/size) 1=668/0-8-0 (min. 0-1-8), 5=668/0-8-0 (min. 0-1-8) Max Horz 1=-57(LC 10) .Max Upliftl=-305(LC 12), 5=-305(LC 12) 5 6x6 = 3x4 = - 4 10-11-7 1_0-11-8 -- 5-5-11 0� 1 (loc) Vdefl Ud PLATES. GRIP j 1-6 >999 240;,.. , MT20 244/190. 'i-6 >999 180 • 5 n/a n/a seer•• • • • Weight: 45 lb � •F. j, F ZC Structural wood Sf1=htng directly~applied oC 5ar1c15 oc purlins. • • • • • Rigid ceiling directly4v plied of 7-10-14 oc bf4mg., i MiTek recornryfeltMat Stabil: rs and required cro" Va ft be inAde Nd during • • • * 6 truss erection, V? 2QC(tdance with Stabilizer • e - Installation guide. • • • • • • • i FORCES. (Ib)'- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown. TOP CHORD 1-2=-1100/687; 2-7=-1005/693, 3-7=-1004/702, 3-8=-1004/702, 4-8=-1005/693, 4-5=1100/687 = BOT CHORD 1.-6=-538/953, 5-6=-538/953 WEBS 3-6=-9/265 1) Unbalanced roof live loads have been considered for this design: ,. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf;.h=15ft; B=45ft; L=24ft; eave=oft; Cat. ll; Exp C; Encl.,-GCpi=0.18; MWFRS (directional). and C-C.Exterior(2) 0-3-5 - to 3-3-5, Interior(1) 3-3-5 to 5-5-12, Exterior(2) 5-5-12 to 8-5-12, Interior(1) 8-5-12 to 10-8-3zone•C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1'.60 plate grip DOL=1.00 t 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent a tither live-- loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all r e rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other . r 5) One RT3A USP connectors recommended to connect truss to bearing walls duet jt(s) 1 5. This connectioZ is for.uplift only and does not consider lateral forces. Continued on page �I FE M I 1 1i�,it�PQ, Rag Z'% - �• Job Truss Truss Type Qty Ply 11-17-20 TA COMMON 2 1 A0069i73 Job Reference o tional 'o.LZU s May Za ZU-I0 MI,I eK Inausuies, inn. zoun NOV ZZ IU:OMM ZUZU raged ; _ ID:VTIsfpazXgsZabHXbvpKY 1 yGh4.U-U_IVRastLOdEMjS7kMDikdF*IhQVBd99Cb1 FPyGfvf� NOTES 6) Girder carries tie-in span(s): 2-8-0 from 0-0-11 to 11-0-3; 2-8-0 from 0-0-11 to 11-0-3, 3-0-0 from 0-0-11 to 11-0-3; 3-0-0 from 0-0-1.1 to 11-0-3 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert; 1-3=-99(F=79); 3-5=-99(F=-9), 1-5= 29(F=-9) .... .. r._... �.... _..... ,Y-..mot.... ..�. ..w �. ........ .n ........gym .0 �'. ... a . � I 9 i • • •••••• 1 •• •• •••• •••••s 0000 •••• I am NAli�3S�Jl bt99•W'Pi Job Truss Truss Type Qty Ply A0069254 11-17-20 TB COMMON 1 1 Job Reference (optional) 3x8 = V.6LV 1—y -u —i 10 Ivil 1 a, II Iuuzw tab, mu. ourl imov zz ivoZ.-3o LULU rage_ 1 ID: VTlsfpazXgsZabHXbvpKY1 yGh4U-ZX_1f8VRMT9SYEM141 E2cVo9aDLwQwI08XfQ3gyGg_�t 5 512 10-11-8 5 5 12 5-5-12 4x5 = Scale = 1:20.2 4.00 F12 2 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL * 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.03 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.06 BCLL 0.0 " Rep Stress Incr. YES WB 0.06 Horz(CT) 0.01 DCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS '2x4 SP No.2 BOT CHORD WEDGE Left: 2x4 SP No.2, Right: 2x4 SP No.2 REACTIONS. (lb/size) 1=572/0-8-0 (min. 0-1-8), 3=572/0-8-0 (min. 0-1-8) Max Horz 1=57(LC 11) Max.Uplift1=-230(LC 12), 3=-230(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP.CHORD 1-5=-986/594, 5-6=-908/594, 2-6=-888/605,.2-7=-888/605, 7-8=-908/594, 3-8=-986/594 BOT CHORD 1.. 4=-458/846, 3-4=-458/846 WEBS 2-4=0/256 3x8 = 3x8 11 a 0-1-8 5-5-11 1 (loc) I/defl vd PLATES GRIP 1-4 >999 240 MT20 244/190: 1-4 >999 180 ...... 3 n/a • n/a• ••••�� s •••• \%eLght:•39lb F1e=2( ...... . .. *sees*.. • Structural wood Atiea'tR% directly applied oa4-.sd oc purlins. ' • • • Rigid ceiling directl? Applied or'8-6-2 oc brad144.• •. i MiTek recommUdRKet Stabilisers and `..' required cross 6Pac1ng be instalfed during • • • •: truss erection, ir'd Udance with• Stabilizer •. ; ; T Installation Quide. • • • • • • •••• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=S:Opsf; BCDL=5.Opsf, h=15ft; B=45ft; L=24ft; pave=4ft; Cat. II; Exp C; Encl.,-GCpi=0.18; MWFRS (directional). and C-C Exterior(2) 0-3-5 to.3-3-5, Interior(1) 3-3-5 to 5-5-12, Exterior(2) 5-5-12 to 8-5-12, Interior(1) 8-5=12 to 10-8-3 zone; C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 uiy' . 3.) This truss has been designed for a 10.G psf bottom chord live load nonconcurrent -live-- loads. 4) • This truss has been designed for alive load of 20.0psf on the bottom chord in all r rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rr 5) One RT3A USP connectors recommended to connect truss to bearing walls due tc jt(s) 1 ari _ 3. This connection is for _uplift only and does not consider lateral forces. T Continued on page d ! a . CA IN r� K9J" (i Job Truss Truss Type Qty Ply A0069254 11-17-20•. TB COMMON 1 1 ]Job Reference (optional) LOAD CASE(S) Standard O.z:cU 5 IVldy Ld GU 10 IVII I eK IIIUUSifIeS, inc. Aun NOV 44 IU:SL:.jo LUZU rage Z ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-ZX_1f8VRMT9SYEM141 E2cV69aDLwQw108XfQ3gyGgj •seas• • ..sees • • . • • • e ••sss• a •• •0000•. • • o •ss••• Soo• • ••••o osoo•• Soso •e•e• •• •• oe•• aa•a.0 • • •s • re•••s; • • • = i • • • •• • • •o • sees • • • • *•s• Job Truss Truss Type Qty ply 11-17-20 TC COMMON 1 ` A0069255 Job Reference (optional) o.ccv s may <a zu i o rvII i eK muustues, Inc. Jun iVOV zz lu:oz:3tl 'LULU rage 1 ; ID:VTIsfpazXgsZabHXbvpn 1 yGh4U-ZX_1f8VRMT9SYEM141 E2cVoD6DSaQva08XfQ3gyGg�t 6-3-5 12-3-0 18-2-11 24-8.0 6-3-5 5-11-11 5-11-11 6-3-5 Scale = 1:41.5 4x5 4.00 12 4 6x6 = 6x6 A LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in • (Ioc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) 0.16 8-10 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.33 BC. 0:56 Vert(CT) -0.20 8-10 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 6.10 Horz(CT) 0.06 7 n/a n/a ••• BCDL 10.0 Code FBC2017/TPI2014 Matrix-S • • We*!ght: lb FTC • • i220 .2( LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP.No.2 BOT CHORD SLIDER Left 2x4 SP No.2 3-0-13,'Right 2x4 SP No. 2 3-0-13 REACTIONS. (Ib/size) 1=1580/1-4-0 (min. 0-1-8), 7=1580/1-4-0 (min. 0-1-8) -Max Horz 1=-121(LC 10) Max Uplift1=-1053(LC 12), 7=-1053(LC 12) .Max Grav 1=1681(LC 19), 7=1681(LC 19) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3847/2666, 2-3=-3710/2686, 3-11=-3417/2418, 4-11=- 334/2428, 4-12=-3334/2428, 5-12=-3417/2418, 5-6=-3710/2686, 6-7=-3847/2666. BOT CHORD 1-10=-2386/3539, 9-10=-1489/2394, 8-9=-1489/2394, 7-8=-2386/3539 WEBS 4-8=-647/1060, 5-84-705/672, 4-10=-647/1060, 3-10=-704/672 NOTES- - 1) 2-ply truss to be connected together with 10d (0.131 "x3') nails as follows-., Top chords connected as follows: 2x4 - 1 row of 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front(F) or back LOAD CASE(S) sectian. Ply to ply connections have been provided to distribute o (B) unless otherwise indicat d • Structural wood dh*e% MAg directly applied or:>g. + oc purlins. • • • • • • • Rigid ceiling directVlMlied or8-3-13 oc braLi'ht' i '� face_i0 - 2 v 3) Unbalanced.roof live loads have been considered for this design. Ti Continued on page 2 g ICE tt66'1`WiF433t� v Tltl.�(W)U2AM- PAX 00262--01 Job Truss Truss Type Qty Ply A0069255 11-17-20 TC COMMON 1 2 Job Reference (optional) a.ccu s may zy wits ml i eK Inausines, Inc. Jun NOV ZZ 1U:bZ:3t3 ZUZU rage z; ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-ZX_1f8VRMT9SYEM141 E2cV6D6DSaQva08XfQ3gyGg_t NOTES- 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II,; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-0-11 to 2-11-5, Interior(1) 2-11-5 to 12-3-0, Extedor(2) 12-370 to 15-3-0, Interior(1) 15-3-0 to 24-6-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ' t between.the bottom chord -and any -other members. - - 8) Two RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 9) Girder carries tie-in span(s): 3-0-0 from 0-0-11 to 24-6-11; 3-0-0 from 0-0-11 to 24-6-11 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33. Uniform Loads (plf) Vert: 1-4=-99(F=-9), 4-7=-99(F=-9), 1-7=-29(F=-9) ' a a qj7 • • i •••••• •• • •• • • • • • • •••••• • • • ' 1 •••••♦ 6000 ' •••• • ••••• • �. • • •• • •••••.•- • • • • • • •• • • I I ti1�iC 4 '� FA OA I BMW PE 276-13 .. .. won 7�Y � It j6te'1'WIN 331� - 1��t 91efr2.� FAx } 8�t4 Job Truss Truss Type Qty Ply A0069256 11-17-20 TD COMMON 8 1 Job Reference (optional) 1� C6 o.Z4U 5 IvIdy zu zu io IVII I eK InuU5Ules, Inc. Jun NOV ZZ IU:02:JU ZUZU rage i; - a g 3 5 ID:VTIsfpazxgsZabHXbvpKYlyGh4U-11YPtTV37nHJAOwxeIIH8jLIMdjwgLpANBO cGyGg.s 1Z-3-0 18-2-11 24-M 2 1 1 63 5 5 11-11 5 11-11 6-3-5 al Scale = 1:42.8 4x6 = i 4.00 12 4 3,(4 = 3x4 = 18-2-13 3x4 = LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in TCLL - 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.17 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.33 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.09 BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP. No.2 SLIDER Left 2x4 SP No.2 3-0-13,_Right 2x4 SP No.2 3-0-13 REACTIONS. -`(Ib%size) 1=1317/0-8-0 (min. 0-1-9), 7=1317/0-8-0 (min. 0-1-9) Max Horz 1=121(LC 11) Max Uplift1=-529(LC 12), 7=-529(LC 12) FORCES. (lb).-- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD ' 1-2=-2913/1404, 2-3=-2765/1422, 3-11=2553/1270, 4-11=-2465/1280, 4-12=-2465/1280, 5-12=-2553/1270, 5-6=-2765/1422, 6-7=-2912/1404 BOT CHORD 1-10=-1223/2659, 9-10=-772/1869, 8-9=-772/1869, 7-8=-1230/2659 WEBS 4-8=-277/738, 5-8=-514/395, 4-10=-277/738, 3-10=-514/395 3x6 a -1 GRIP 244/100; 7 n!a . n/a••••.. . . ..... 0*00 Weight-.110 lb, Fit 2( • Structural wood WAN% directly applied. : • •..: Rigid ceiling dire,41labplied o944%6oc bra, • MiTek recommedei gat Stabili � d „pe required cross VrkilE lh;be ins durning ' truss Prection, ih accordance w*it Stabilizer • ; Installation gui ':'; ' '. (loc) Vdefl Ud PLATES 8-10 >999 240 MT20 8-10 >876 180 1) Unbalanced'roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=175mph (3-second gusj) Vasd=136mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; - • B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl.; GCpi=0.18; MWFRS (directional). and C-C Exterior(2) 0-M to 3-3-5, Interior(1) 3-3-5 to 12-3-0, Extedor(2).'i2-3-0 to 15-3-0, Intedor(1) 15-3-0 to 24-2-11 zon C C for members and forces & MWFRS for reactions shown; Lumber DOL=1'.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w' an other -live - loads. 4 • Th'It h s rusa as been designed fora Ilve load of 20.Opsf on the bottom chord In all r e rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other1 r 5) One RT3A USP connectors recommended to connect truss to bearing walls duet L •. jt(s) 1 ar� _ 7. This connectio is for uplift only and does not consider lateral forces. Continued on page �( F1MAO , ?A a�ka�a t�t� •- a Job Truss Truss Type Qty Ply A0069256 11-17-20• TD COMMON 8 1 Job Reference (optional) v.ccv a may 45 cU 10 rou i UK mJJu5tr1e5, inc. Jun Ivov ZZ -1 U:523`J Zulu t-age z ; ID: V risfpazXgsZabHXbvpKY1 yGh4U-1 jYPtTV37nHJAOwxeIIH8jLIMdjw9LpANBO_cGyGg_ s LOAD CASE(S) Standard ' a �j j •••••• • 0.0 0 go • • • •• • • • a i Job Truss Truss Type Qty Ply A0069257 11-17-20 TDD COMMON 4 1 Job Reference (optional) 6 mzzu s May Zy Zulu mi i eK inaustnes, inc. Sun NOV 12 1U:bZ:6U ZUZU rage l ID:VTIsfpazXgsZabHXbvpKYtyGh4U-1jYPtTV37nHJAOwxeIIH8jLJjdio9JiANBO_cGyGg s 019 8.3-5 12-3-0 18-2-11 24-6-0 24$1 0-0-1 6-3-5 5-11-11 5-11-11 B-3-5 1 Scale = 1:41.5 4x6 = 4.00 12 4 6x8 = 3x4 = 3x4 = 3x4 = 6x8 8-3-3 18-2-13 24-5-15 2 0 _ 18-3.2 7-11-10 8-3.2 0 1 Plate Offsets (X.Y)— [1:0-5-9,0-0-0], [1:&2-2,0-0-11], [1:0-1-9,0-3-0], [7:0-5-9,0-0-0], [7:1-1-3,0-0-11], [7:0-1-9,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.86 ,. Vert(LL) 0.26 3-10 >999 240 MT20 244/190 TGDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.34 8-10 >863 180 BELL 0.0 * Rep Stress Incr YES WB 6.30 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 110 lb FT =2 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 3-0-13, Right 2x4 SP No.2 3-0-13 REACTIONS. :(Ib/size) 1=1354/1.-4-0 (min. 0-1-11), 7=1354/1-4-0 (min. 0-1-11) Max Hors 1=121(LC 11) .Max Upliftl=-853(LC 12), 7=-853(LC 12) Max Grav1=1418(LC 19), 7=14'18(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown. TOP. CHORD 1-2=-3263/2223, 2-3=-3139/2240, 3-11=-28.74/1995, . 4-11=2799/2004, 4-12=2799/2004, 5-12=-2874/1995, 5-6=-3139/2240, 6-7=-3263/2223 BOT CHORD 1-10=-1978/2997, 9,10=-1221/2023, 8-9=-1221/2023, 7-8=-1978/2997 WEBS ....... ......�,4-8A-498/873,-5-&=-641/614;4-10=-498/873i..3 10=-6411644 Structural wood sheathing directly applied. Rigid ceiling directly applied or.4-1-10 oc bracing. MiTek recomm;ndjthat Stahi Izers and ..... ; required cross bracing` -be ins4aliededuring truss erection, "a000fdance:wi%Sfabilizej...; I Installation guia6..:.. _ .... . ...... . NOTES- 4) Unbalanced roof live loads have been considered_ for this design. _ 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C "rjbr(i y V -0-0-11 to 2-11-5, Interior(1) 2-11-5 to 12-3-0, Exterior(2) 12-3-0 to 15-3-0, Interioryilt 5 M to 24-6-j. zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= plate grip - 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent a .; ��. loads. 4) * .This truss has been designed for a live load of 20.Opsf on the bottom chord in all r a• e y ft rectangle 376-0 tall by 2-0-0 wide will.fit between the bottom chord and any other a �� Continued on page 2 1 wmw . Job Truss Truss Type Qty Ply A0069257 11-17-20 TDD COMMON 4 1 Job Reference (optional) p.zzu s may zu zultj mi I eK Inaustnes, Inc. Sun NOV 1z 1U:b2-:39 ZUzu Hage'z; 1D:VTIsfpazXgsZabHXbvpKY1 yGh4U-1jYPtTV37nHJAOwxeIIH8jLJjdio9JiANBO_cGyGg-s NOTES- 5) Two RT3A OSP connectors recommended to connect.truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard ' c Job Truss Truss Type Qty Ply 11-17-20 TE COMMON 4 A0069258' 1 Job Reference (optional) 1� 0 w "'"Y 111 cn 11luuouruz, 111- our, 1VOV zz IU:bY:4U YULU rage l; ID:VTIsfpazXgsZabHXbvpKY 1 yGh4U-Vw8n4pWhu5PAnYV8CSHWhwNT101udTJbr8X8iyGg-�r 8 3 5 12-3-0 6 3 5 5-2 0 18-2-11 Z46-0 5-11-11 6-3=5 Scale = 1:42.9 4x5 = 4.00 12 3 0 6x6 = 3x4 =. 4Xb = 6x6 'i 08-3-3 18 2-0 18 -13 245 15 2 a 011 111 8-3-2 7-10 13 101 3 8-3.2 0 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 TCDL - 15.0 Plate Grip DOL 1.33 Lumber DOL 1.33 TC 0.80 Vert(LL) -0.11 1-8 >999 240 MT20 244/190 BCLL 0.0 Rep Stress.lncr YES BC 0.99 WB 0:85 Vert(CT) -0.26 1-8 >744 180 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 101 Ib FT = 2C LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 BOT CHORD. 2x4 SP No.2 oc purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or•6-0-0•oc bracing. recommends that Sta a nd [MiTek ....,.' required cross 15r• cIhg�e inslgjled during • • truss erection, ip�g�ianceyvitT abilize� • •„• REACTIONS. (Ib/size) 1=753/0-8-0 (min. 0-1-8), 5=207/0-3-8 (min. Installation ui • 0-1-8), 6=1695/0-8-0 (min. 0-2-0) ... 00VK - Max Horz 1=-121(LC 10) ••• d .... Max Uplift1=300(LC 12), 5=-78(LC 12), 6=-68$(LC 12) . • • • • • • • • • 'Max Gray 1=753(LC 1), 5=288(LC 22), 6=1695(LC 1) • •; • •; • • • •.:.. • ee so *see FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ; • •; •; TORCHORD 1-9=-1398/686; 2-9=-1321/699, 2-10=993/521, 3-10=896/539, .. ....;,; 3-11=-249/759, 4-11=-260/603, 4-12=-60/390, 5-12=-97/350 •.. • • BOT CHORD 1-8=-559/1253, 7-8=-15/300, 6-7=-15/300, 5-6=-328/135 • • • • • • .. . ....: . .:. WEBS 3-6=-1378/713, 4-6=-684/504, 3-$=-345/838, 2-8=602/459 • 1) Unbalanced roof live loads have been considered for this design: - 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=6.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 12-3-0, Extedor(2) 12-3-0 to 15-3-0, Interior(1) 15=3-0 to 24-4-15 k zonggC for - members and forces & MWFRS for reactions shown; Lumber DOL=1'.60 plate grip DOL=1.6( u�'r' 2 r 3) This truss has .been designed fora 10.0 psf bottom chord live load nonconcurrent then live 'U' loads. _ _ .. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other e e 5) One RT3A USP connectors recommended to connect truss to bearing walls due t Tom jt(s) 1. a tonne ion.is for uplift only and does. not consider lateral forces. TM . Continue on page 2 NOTES- ID:VTIsfpazXgsZabHXbvpKYl yGh4U-Vw8n4pWhu5PAnYVBCSHWhwtVTl0ludTJbr8XBiyGg�r 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) One RTBA USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. • LOAD CASES). Standard ••eels sees•• • •• •••.••'— • sees•• • • �, sees••- � sees • • • - • , • • sees•• sees • ••.•• sees•• - • •.� _: sees sees• • Jee•e• • • • • •• • sees•• • • • • • • •• • • + • • . • •Goes: •• • see* • sees 'CIA AM :y ill,• i�)�32.�� P,�f• f3�vt�3-8BE4 - Job Truss Truss Type Qty Ply 11-17-20 TF COMMON 1 A0069259 Job Reference (optional) 0 q 0 3 Y w 0 rrlay ca cU IV Ivn I cn n IUUau res, [I JU. JuI I IVUV LL 1 U.uzAu LULU rage 1; ID:VTIsfpa7XgsZabHXbvpKY 1 yGh4U-Vw6n4pWhu5PAnYV8CSHWhwtYc192uoKJbr8X8iyGg_r 7-2 0 , 2-2-0 24-4-8 7-2-0 so a 5 Q 4. 7-2-0 2x4 11 4x5 = 3 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) 0.07 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0. 12 BCLL 0.0 ' Rep Stress.lncr NO WB 0.15 Horz(CT) -0.01 BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. Scale = 1:42.7 0: I0 2x4 11. 24-4-8 7-z-0 (loc) I/deft L/d PLATES GRIP 5-6 >999 240 MT20 244/19.0 5-6 >999 180 9 n/a n/a Weight: 207 lb FT = 2C Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied orf-0-0,oc bracing. (lb/size) 1=191/0-6-0 (min. 0-1-8), 5=1044/0-8-0 (min. 0-1-8), 9=2037/0-8-0 (min. 0-1-8) • • • • • • •' • •', Max Horz 5=-120(LO 10) • • • Max Uplift1=-92(LC 12), 5=-475(LC 12), 9=-916(LC 12) :" • • • • • • • •.•` Max Grav 1=273(LC 21), 5=1044(LC 1), 9=2037(LC 1) ' •' • • • f - •••• 0000.6 i; •: FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. • • • • • • • • • • •.. TOP CHORD 1-10=-268/540, 2-10=-256/679, 2-11=-796/512, 3-11=-688/530, ••�••� . I 3-12=-688/528, 4-12=-793/511, 4-13=-1854/996, 5-13=-19401979 ••• �..• •000: f BOT CHORD 1-9=-505/333, 8-9=-505/333, 7-8=-505/333, 6-7=-808/1751, ••.... ... • ..,.. • ' 5-6=-808/1751 ' ' • • • WEBS 4-7=-1235/711, 4-6=-17/330, 2-7=-573/1297, 2-9=1767/1016 • • • NOTES- . so** 0 ' •' 1) 2-ply truss to: be connected together with 10d (0.131 "x3') nails as follows: To chords connected a ..... _..P._.__..r........•...:... _...:...._. a_follows;,2x4,-.1 !~ow at.�..9 Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or - (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. - 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; B B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) a d d 0 to 3-3-0, Intedor(1) 3-3-0 to 12-2-4, Exterior(2) 12-2-4 to 15-2-4, Intedor(1) 15-2-4 - n members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gri D Continued on page 2 3A �� 7 1 Job Truss Truss Type Qty Ply A0069259' 11-17-20 TF COMMON 1 2 Job Reference (optional) o.zzu s May zu 1Ult3 mi i eK Inaustnes, Inc. Jun NOV ZZ lU:OZ:4U ZUZU rage Z ID:VTIsfpazXgsZabHXbvpKY1yGh4U-Vw5n4pWhu5PAnYV8CSHWhvvtYc192uoKJbr8X8iyGg r NOTES- 5) This truss has been designed for a 10.0 psf bottom chordlive load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7.) Provide mechanical connection (by others] of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=916. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 9) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does, not. consider -lateral forces-: - - 10) Girder carries tie-in span(s): 3-0-0 from 0-0-0 to 24-4-8; 3-0-0 from 0-0-0 to 24-4-8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-104(F=-14), 3-5=-104(F=-14), 1-5=-34(F=-14) • :0 Settee • •*see00*0 •. • • •••••• • •••••• • • - • • • • to goo* 'Y01tT tAjtlpsj(y) FA T -- Job Truss Truss Type Qty . Ply A0069260! 11-17-20 V1 VALLEY 1 1 Job Reference (optional) V.LGu a IVIGy e-v Lu ID IVII I W, wuu-umb, inn. Jun IVOv z -iu:oz:4u zuzu rage a: - ID:VTIsfpazXgsZabHXbvpKYlyGh4U-V�4pWhu5PAnYV8CSHWhwth_1FmuggJbr8X8iyGg r 2-0-0 2-0-0 N4— 2_0-0 4.00 Ff2 Scale = 1.7.6 2 1 T1 T1 3 61 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud TCLL - 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL. 1.33 BC 0.06 Vert(CT) n/a - . n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD BOT CHORD REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8) Max Horz 1=-1 O(LC 10) Max Uplift1=-49(LC 12), 3=-49(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less. except when shown. PLATES GRIP MT20 244/190 Weight: 9 lb FT = 2( Structural wood sheathing directly applied or 4-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stak—%�,Z and required 'cross Izrac4ilbe installed during • • • *; • truss erection, in-Mcordance:Atli 3l�abilizer • - Installation uidL! • • • • • • • • • • • ± .... .- ••••• 1 .. .. •A•• •••••0' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; • 0 4 0 00 0 6.1 • • • • B=45ft; L=24ft; eave=4ft; Cat..Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?) _.-...zone;C-C.tor members.and forces, &-MWFRS-for-reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Soo* 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncopcurrent with any other live loads. _- 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. -' 6) One RT3A U$P connectors recommended to connect truss to bearing walls due to nd 3. This connection is for uplift only and does not consider lateral forces. - LOAD CASE(S) Standard l Job Truss Truss Type Qty Ply A0069261! 11-17-20 V10 VALLEY 3 1 Job Reference o tional 13.22U s May 29 2ula MneK Inaustnes, Inc. Sun NOV,ZZ 1U:OZ:43 LULU rage 1; ID:VTIsfpazXg9ZabHXbvpKY1 yGh4U-vVov4rZaBOnle7EftbgDJZV_IEBz5AQIIpMBl1 yGg"o 6-9-0 6-" 2 Scale = 1:14.8 3 2x4 2x4 II - :; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) n/a - n/a 999 MT20 244/190. TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress.lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 . Matrix-P Weight: 22 lb FT = 2( LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=314/6-9-0 (min. 0-1-8), 3=314/6-9-0 (min. 0-1-8) Max Horz 1=122(LC 12) Max Uplift1=-106(LC 12), 3=-146(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-257/346 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be insj LeV,cjNring truss erection, 4i acpgdance with Stabilize? • • •; •° Installation uide' • • • - .Osseo o-s e OO so so:* eOeOse:. O NOTES- • 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5:Opsf; h=15ft; • 0 • goes e Osseo* B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) • e • : • • • •:' 0-10-13 to 3.10-13, Intedor(1). 3-10.13 to 6-7-4 zone;C-C for members and forces & MWFRS for reactions e . • • e • shown;.Lumber. DOL;;-I ZO plate. gripDOL=1-:60 — _ sees 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live • loads. -_ 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where rectangle 3-6-0 tall b 2-0-0 wide will fit between the bottom chord and an other members.. 9 Y Y 5) One RT3A.USP connectors recommended to connect truss to bearing walls due torUPilfT atii(s) 1- an 3. This connection is for uplift only and does not consider lateral forces. ( - LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0069262 11-17-20-. V13 VALLEY 1 1 Job Reference (optional) 8,220 S May 29 2018 MiTek Industries, Inc. Sun NOV 22 10:52:43 ZU2U rage 1 ID:VTIsfpazXgsZabHXbvpKYl yGh4U-vVov4rZaBOnle?EftbgDJZV91EGS59211pMBI l yGg_q 3x4 = Scale = 1.37.0 1 17 2 18 31 g 4 5 20 21 6 7 8 1 1 ET1 ET1 rT1 Lj 16 15 14 13 12 11 3x4 = 22-0-4 10 E 22-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190: TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 83 lb FT = 2t LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-0-4. BRACING- TOP CHORD BOT CHORD (lb) - Max Uplift All uplift 100 lbor less at joint(s) 16, 9 except 12=-120(LC 12), 10=-220(LC 9), 11=-159(LC 9), 15=-220(LC . 8), 13=-159(LC 8) Max Grav All reactions 250 lb or less. at-joint(s) 16, 9 except 12=299(LC 1), 10=477(LC 1), 11=388(LC 1), 15=477(LC 1), 13=388(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS ' 7-10=-392/296, 5-11=-317/223, 2-.15=-392/296, 3-13=-317/223 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be insr4l,pV'.during truss erection, Tee.. � accordance with Stabilizer • • • • Installation ui e• • • • • •••••• • •• ••••-••: . • •••.•.. so so eo:e 6*0000: sooeso • • ; 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=15ft; _ B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., QCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3A-12, Interior(1) 3-1-12 to 21-10=8 zone;C-C for members and forces & MWFR$ for reactions - shown; Lumber DOL=1.60 plate grip DOL=1.60 2 Provide adequate drainage to prevent water ondin A''" , - 3) All plates are 2x4 MT20 unless otherwise indicated. - - 4) Gable requires continuous bottom chord bearing. _ - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent i e� y loads. D 6) ".This truss has been designed for a live load of 20.Opsf on the bottom chord in all ar a aM3 �A rectan le 3-6-0 tall by 2-0-0 wide will. fit between the bottom chord and any other e T Continues on page 2 Won 3we-wat"ARMSS i l,• t S) 2.�31p PAX. t3mrlvH44 Job Truss Truss Type Qty Ply A0069262 11-17-20 V13 VALLEY 1 1 Job Reference (optional) mzzu s may za zul li ml I el: Inaustnas, Inc. Sun NOV ZZ IU:OZ:43 ZUZU rage 2: NOTES - ID: VTlsfpazXgsZabHXbvpKYlyGh4U-vVowjrZaBOnle7EitbgDJZV91EGS592lipMBllyGg_o 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 16, 9112, 10, 11, 15, and 13. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0069263 11-17-20 V14 VALLEY 1 1 Job Reference (optional) O.ZZU s may ze-zu-io MI I eK InaUSIneS, Inc. Jun NOV ZZ 1U:0Z:44 ZUZU rage -I ID:VTlsfpazXgsZabHXbvpKYlyGh4U-NhLIwBZCyJvcG9pvRILSrm2KBecmgcKvWr61HTyGg rT Scale = 1:33.7. 5x6 = 13 z 14 315 4.16 17 5 18 6 WI T T T1 TLLI 12 11 10 9 8 7 5x6 = 1 i 20-0-4 20-" Plate Offsets (X,Y)— [5:0-3-0,0-3-0], [11:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP j TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190: TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 74 lb FT = 2( LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 :. BOT CHORD 2x4 SP No.2 oc purlins, except end verticals. = WEBS •2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be instal%cjciuring • • • • truss erection, frbadcai;dance Stabilizer with Installation uid . = REACTIONS. All bearings 20-0-4. .s e a a . e e e e e e a _: d ; (lb) - Max Uplift All uplift 100 lb or less at joint(s) 12,.7 except • • • • • • • • ' . 8=-219(LC 9), 9=-174(LC 9), 11=215(LC 8), 10=-177(LC 8) • e • • e • • • • • Max Grav All reactions 250 lb or less at joints) 12, 7 except • • • 8=469(LC 1), 9=434(LC 1), 11=462(LC 1), 10=438(LC 1) •asses ssse ease. so a• sese aaasee': FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. • ;' •:'; a •, = WEBS 5.-8=-384/291, 4-9=-355/251, 2-11=-380/288, 3-10=-358/253 • ' ' • e • • • • •''. a • e •aerie", NOTES- -1.) Wind:.ASCE-7-10;.V-ult;=,175mph. (3-second-gust)-Vasd=1-36mph;-TCDL=5.Opsf;'BCDL=5.Opsf; h=15ft; • ease • B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-10-8 zgne;C-C for members and --forces & MWFRS for reactions - shown; Lumber DOL=1.60 plate grip DOL=1.60 - - 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated."' 4) Gable requires continuous bottom chord bearing. - - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 'th any other Ive loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all a r F 00. r rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other e, m um FA Continued on page 2 d. KtWL T40N3�,�I ii4L�fi,l j3A3�65 - ig.• {�'a)�2.Ss�• P+�t• (�3ifb3.8®l4 Job Truss Truss Type Qty Ply A0069263i 11-17-20 V14 VALLEY 1 1 Job Reference (optional) ^^^^ M_ , B,ZLU s may 2-9 20-I8 IVII I eK InQUSUIU5, InU. JUn HUY LL iu.a4." cucu rayc 4, IDNTlsfpazXgaZabHXbvpKYlyGh4U-NhLIwBZCyJvcG9pvRILSrm2KBecmgcKvWr61HTyGg_n NOTES- 7) One RT3A LISP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12, 7, 8, 9, 11, and 10. This connection: is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard I i •..••• . ., . .••••V. 0000 • • .••••• .... . ......: . •.•.. ••.• ..... . •...•/ • • . . . •••••. 6990 0000 WWhpa�eO�. b?01+4V�J ' • MVi\Ct�vG1:7 ��y�� E.g Job Truss Truss Type Qty Ply A0069264 11-17-20• V15 VALLEY 1 1 Job Reference (optional) mzzu s may zv zuiu ml I eK mausmes, inc. oun ivov zz iu.ocw+cUcv rays 1 ID:VTIsfpazXgsZabHXbvpKYlyGh4U-NhLIwBZCyJvcG9pvRILSrm2G0eZPgcsvwf61HTyGg n 5-0 0 10-0-0 15 0 D 2o-0-0 26-0-4 r 5-0 0 5-0-0 5.0-0 5_U 6-0-4 Scale = 1:46.9 3x4 11 13 Plate Offsets (X,Y)— [11:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL ' 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) n/a - n/a 999 MT20 2441190.. TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr. YES WB 0.12 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-R Weight: 81 lb- FT = 2C LUMBER - TOP CHORD. 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 26-0-4. BRACING - TOP CHORD BOT CHORD (lb) - Max Uplift All uplift 100 lb or less at joint(s) except . 13=-105(LC 8), 8=-128(LC 9), 12=261(LC 8), 11=-222(LC 12), 10=-207(LC 12), 9=-295(LC 9) Max Grav All reactions 250 lb or less at joint(s) 13 except 8=284(LC.1), 12=572(LC 1), 11=553(LC 1), 10=516(LC 1), 9=665(LC 1) FORCES. (lb) - Max. Comp./Max. Tien. - All forces 250 (lb) or less except when shown WEBS `2-12=-470/347, 3-11=-452/319, 4-10=-424/300, 6-9=-540/393 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be instdll'ed'ciuring . • •. • truss erection, fi.wtoi dance with Stabilizer •' Installation guid,% • ` ` • see • •• • •: *000 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=6.Opsf; BCDL=5.Opsf; h=15ft; B=46ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.,-GCpi=0.18; MWFRS (directional). and C-C Exterior(2) _ 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 25-10-8 zone;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60i v n _ 2) Provide adequate drainage to prevent water ponding. d 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent i e d@. r loads. ftk*l MD'A&7me Qaa } _ Continued on page 2 ,.. i i..� .. ... ..t-..i._-.� v. .....i <..• .vim v..,...t.r � ... �'... � . Job Truss Truss Type Qty Ply A0069264 11-17-20 V15 VALLEY 1 1 Job Reference (optional) p.000 s may zu LUIts mI I eK Inausines, Inc. Jun NOV ZZ IU:bZ:44 ZUZU I-ageZ ID:VTIsfpazXgsZabHXbvpKYlyGh4U-NhLIwBZCyJvcGgpvRILSnn2G0eZPgcsvwT6]HTyGg-�n NOTES- 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. = 7) One RT3A. USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13, 8, 12, 11, 10, and 9. This connection is for uplift only.and does not consider lateral forces. LOAD CASE(S) Standard i Job Truss Truss Type Qty Ply A0069265 11-17-20 V16 VALLEY 1 1 Job Reference (optional) o.zzu s May zv zul o MI I eK Inausine.s, Inc. Jun NOV 22 'IU:OZ:44 2UZU rage 1; ID:VTlsfpazxgsZabHXbvpKYlyGh4U-NhLlwBZCyJvcG9pvRILSrm2K6ecmgcKvwi6lHTyGg_n Scale = 1:40.4 5x6 = r n 11 �I 11 N ■ ' 1 N 1/ YI 11 YI 14 13 12 11 5x6 = P.L•III_1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP. No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-0-4. BRACING - TOP CHORD BOT CHORD (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14, 8 except 11=-178(LC 12), 9=-219(LC 9), 10=-175(LC 9), 13=-215(LC 8), 12=-176(LC 8) Max Grav All reactions 250 lb or less at joint(s) 14, 8 except 11=443(LC 1), 9=471(LC 1), 10=433(LC 1), 13=464(LC 1), 12=434(LC 1) 10 9 8 1 _ 7 i in (loc) Vdefl Ud PLATES GRIP j n/a n/a 999 MT20 244/190: n/a - n/a 999 0.00 8 n/a n/a Weight: 89 lb FT =2{ Structural wood sheathing directly applied or 6-0-0 . . oc purlins, except end verticals. Rigid ceiling directly applied orh 0jQ-V•oc bracing. . MiTek recommends t♦tat Stabilizers and required cross breeingbe ins:Mgd%ring - truss erection, in septiance evith•Stabilizei* • • Installation guidep • • • •. :0*410 FORCES. (lb) - Max. Comp./Max. Tien. - All forces 250 (lb) or less except when shown. • WEBS 4-11=-363/256, 6-9=-386/292, 5-1 0=-354/249, 2-13=-382/289, ' •" 3,12;--355/250 NOTES- •i) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf.;.BCDL=5.Opsf; h=15ft; -_ B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio(( - 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 23-10-8 zone;C-C for members and forces & MWFRS for Uon$ n -� j _ shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. _ 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. ? r. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent i a er five loads. Continued on page 2 1RAL . V W262.44M ?A a0ta a-aml Job Truss Truss Type Qty Ply A0069265 11-17-20 V16 VALLEY 1 1 Job Reference (optional) o.zzu s May zy 2U18 MITeK Inaustnes, Inc. bun Nov zz 1U:52:44 2U1U Page Z - ID:VTlsfpazXgsZabHXbvpKYlyGh4U-NhLIwBZCyJvcG9pvRILSrm2K8ecmgcKvw r81HTyGg_n NOTES- 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14, 8, 11, 9, 10, 13, and 12. This connection is for uplift only.and does not consider lateral forces. LOAD CASE(S) Standard a a ...... •• .• ••••••i -1 • • . . • • • • • • • • • •000000 • • • • • • .j _ •••0•s Soo* a • i i ' •• •• •••• •••••i • - •••••• • • • • •• • • • • •••••t • • • •• • • • • • • • • • • • • f FA - Mks* ' = - �,�r�sta�a.�� Job Truss Truss Type Qty Ply A0069266! 11-17-20 V2 VALLEY 1 1 Job Reference (optional) t3.zzu s may zy zul tS ml 1 eK Inaustnes, Inc. Jun NOV ZZ l U:OZ:41 ZUZU rage l ID`.VT1sfpazXgsZabHXbvpKY1yGh4U-z8gA19XKtOX1Pi4K1Ao1E8QskRb?dGwSgVt5g9yGg q 2-0-0 4- "0 2-0-0 — 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL * 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 " Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD. 2x4 SP NO.2 BOT CHORD 2x4 SP .No.2 4.00 12 2x4 Scale = 1:7.6 2 T1 3 2x4 1 1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 BC 0.06 Vert(CT) n/a - n/a 999 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 9 lb FT = 2( BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 ; oc purlins. BOT CHORD Rigid ceiling directly applied or•10-04 oc bracing. i MiTek recommends'that Stattilizers and required cross breeinggbe installedtLuring • • - truss erection, isi.®ocopdance•vvittr5tabilizei9 • • • • - LInstallation uida.:.. REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8) .... .; Max Horz 1=-1O(LC 10) ""•' Max Wplift1=-49(LC 12), 3=49(LC.12) ..... FORCES. (lb) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown. • " NOTES- :�• �• �� 1) Unbalanced roof live loads have been considered for this design. .' . : • • • • 2) Wind: ASCE.7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=&0psf; h=15ft; • B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) . .... .... zone;C.C..for. members"and forces &•MWRRS-for-reactions -shown ; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where rectangle 34-0 tall by 2-0-0 wide will fit between the bottom chord and any other members..ii;:r Abu i 6) One RT3A USP connectors recommended to connect truss to bearing walls due to" I " ° 't s 1-and 3. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0069267, 11-17-20 V3 VALLEY 1 1 Job Reference (optional) 8.220 s May 25 201 tf MI I eK industries, Inc. bun NOV ZZ 1 U:52:41 ZUZV rage 1; ID:VTIsfpazXgsZabFiXbvpKYtyGh4U-z8gA19XKfOX1 Pi4KIAoIE8hoiRsTdFXSgVt5ggyGg_�q 4-0-0 8.p.p 41Y0 4-0-0 Scale = 1:14.8 4x5 = 4.00 12 2 T1 T1 ST1 1 3 42x4 2x4 11 2x4 L a-0-0 — 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress.lncr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 23 lb FT = 2C LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 6-0-0 BOT CHORD 2x4 SP No.2 oc purlins. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Staftw§ and required cross tracU be installed during "'':'' truss erection, Inw=rdance,vitP Stabilizer _ Installation guide. • • • • • . • • • • • • • _ REACTIONS. (lb/size) 1=168/8-0-0 (min. 0-1-8), 3=168/8-0-0 (min. 0-1-8) 4=347/8-0-0 (min 0-1-8) •e. oo •: FORCES. WEBS Max Horz 1=-29(LC 10) e .... .. ` Max Uplift1=-80(LC 12), 3=-80(LC 12), 4=-113(LC 12) .•.••• goes •oeoo:. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. - s • -- 2-4=-209/301 .. .. .. • . ... . • :so:*: so a gogo•o NOTES- e 1) Unbalanced roof live loads have been considered for this design. • Goofs* 2) Wind: ASCE�-7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=S,Opsf; h=15ft; " • goes • B=45ft; L=24ft; eave=oft; Cat._II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) ... _...... zone;Q-,C..for"members. and -forces .&.PAWFRS for reactions -shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncoi current with any other live loads. - 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.."(' 6) One RT3A.USP connectors recommended to connect truss to bearing walls due to IFT t ' s 1 3 . `U"Q_ and 4. This connection is for uplift only and does not consider lateral forces. LOAD CASES) Standard ��.M 902M FtZ44i . C$M%§ • - 11:i,� f�}?frZ.�3�9' I:A� f9l�}��80i4 - Job Truss Truss Type Qty Ply A0069268 11-17-20 V4 VALLEY 1 1 Job Reference (optional) tf.Z"ZU s May zv wits mi i eK Inoustnes, Inc. Sun NOV ZZ 1U:bZA1 GUN rage 1; ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-z6gA19XKf0X1 Pi4KIAo1E8QgQRardFaSgVt5g9yGg_q 6 0-0 12-0-0 6-0-0 6-0-0 Scale = 1:19.3 4x5 .4.00 12 3 3x4 7:::� 8 7 6 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) n/a - n/a 999 TCDL • 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 . Matrix-8 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 OTHERS. 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 12-0-0. (lb) Max Horz 1=48(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except . 6=-169(LC 12), 8=-169(LC 12) Max Grav All reactions 250 lb or less. at joint(s) 1, 5, 7 except 6=363(LC 22), 8=363(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=286/292, 2-8=-2861292 3x4 PLATES MT20 Weight: 38 lb GRIP 244/190 `1 FT'=!2C Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stathwl and 1 required cross I;raciM be installed during truss erection, insccordanceyr11t41 Stabilizer ' Installation guide* • • • • • • • • • • '' sees.. • J sees sees.. sees sees.: i r sees.. sees .sees; se ee sees ssssei s- lessee . • . e es . eesse• e • s ee • e so s *so* . • NOTES- -U. Unbalanced.roof live .loads have. been considered-for#his ,resign: - 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; _ B=45ft;. L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-13 to 4-0-0, Intedor(1) 4-0-0 to 6-0-0, Extedor(2) 6-0-0 to 9-0-0, Intedor(1).9-0.0 toll-1-3 zone;C-C - for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3 Gable requires continuous bottom chord bearing. Ai,R," n 9 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent other live. loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all ar rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other . C �. t 6) One RT3A USP connectors recommended to connect truss to bearing walls due tc jt(s) 1, 5 _ 6 and 8. This connection is for uplift only and does not consider lateral forces. Con#inued on page 2'ARi., 1E.•f�S)3tr2,�33� ��f p#3}3b�•8�I4 - Job Truss Truss Type Qty Ply A0069268 11-17-20 V4 VALLEY 1 1 Job Reference (optional) LOAD.CASE(S) Standard o.«u s ivlay za Zulis Ivii I eK Inaustnes, Inc. bun NOV Z"Z IU:DZ:4I ZUZU rage z; _ ID:VTIsfpazXgsZabHXbvpKY1yGh4U-z6gA19XKfOX1Pi4KIAoIE8QgQRardFaSgVt5g9yG9 q , ' I i • • • •••••• • • • • • • • •• • • •••••• • • • •• • • • • •••••• • • •••• Job Truss Truss Type Qty Ply A0069269 11-17-20 V5 VALLEY 1 1 Job Reference (optional) ts:zzu s may zu zuiis ml I eK Inaustnes, Inc. Sun NOV zz 'IU:oz:4l zuzu rage i. ; ID:VTIsfpazXgsZabHXbvpKY 1 yGh4U-z6gA19XKfOX1 Pi4KIAoIE8QpzRaFdFTSgVt5g9yGg_q 8-0-0 16-0-0 a-o-o 8-0-0 Scale = 1:25.7 4x5 = 4.00 11 12 3 3x4 7:::- 8 7 6 3x4 2x4 11 2x4 11 2x4 11 16-0-0. 1800 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud. PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 6.11 Vert(CT) n/a - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-67(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except . . 7-103(LC 12), 6=-218(LC 12), 8=-218(LC 12) Max Grav All reactions 250 lb or less.at joint(s) 1, 5 except 7=396(LC 1), 6=465(LC 22), 8=465(LC 21) Weight: 52 lb FT = 24 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stat:lj4p4$ and ! required cross jrac4V be installed during truss erection, Inw=dancey+ T &pbilizer Installationguide* • • • • • • • • • • "•' ; •••.•• . . 4; I • • ...... `: .••• . ..... ...... ••..•: . .•1•• .. . - .. .. •.•• ••o••a' ...... • . •' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. • • WEBS 3-7=-317/194, 4-6=-382/315, 2-8=-382/315 . • .: • • • • NOTES- • "' 1.)..Unbalanced:.roof live loads have -been -considered -for -this design.- - " 2). Wind: ASCE 7-10; Vult=175mph, (3-second gust] Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., QCpi=0.18; MWFRS (diredtional) and C-C Exterior(2) 0-10-13 to 4-0-0, Interior(1) 4-0-0 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Intedor(1).1.1-0-0 to 15-1-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OL=1.60 3) Gable requires continuous bottom chord bearing.; 4) This truss has been designed for a 10.0• psf bottom chord live load nonconcurrent a -other live - loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all r z; rectangle 3-6-0 tall by 2-6-0 wide will fit between the bottom chord and any other D ;. r 6) One RT3A USP connectors recommended to connect truss to bearing walls duet U jt(s) 1, 5�$ p� _ 6 and 8. This connection is for uplift only and does not consider lateral forces. Confinued on page 2 u199 i� "A KWA $5 - 3)262AM PAX-=)*3014 Job Truss Truss Type Qty Ply A0069266 11-17-20 V5 VALLEY 1 1 Job Reference (optional) C.Z;U s may ;9 .4018 mI I eK InOustnes, Inc. Jun Nov" 10:52-:42 LULU rage.; 1D:VTIsfpazXgsZabHXbvpKY1 yGh4U-RIEYVVYyQifu 1 rtWJtJ_mLzjgwUMijc39deCbyGg`p LOAD CASE(S) Standard ' • • j • • • • • 9 .: • • •••••• •••••• •••• ••••• i Job Truss Truss Type Qty Ply A0069270- 11-17-20• V6 VALLEY 1 1 Job Reference (optional) S.22U s May 29 2018 MITeK Inaustnes, Inc. Sun NOV 22 1 U:52:4Z ZUZU Rage 1; ID:VTlsfpazxgs?abHXbvpKYlyGh4U-RIEYVVYyQifulrfWJtJ_mLi_x7qu7MiQo39deCbyGg_p 5.9-15 10-0-0 14-2-1 20-0.0 5-9-15 4-2-1 4-2-1 &9-15 Scale: 3/8"=1' 4x5 = 4.00 12 3 3x4 9 8 7 6 3x4 z 4x5 2x4 11 2x4 11 5 9 15 14-2-1 20-M 5.9-1 8-4-3 -- _ T 5-9-15 XY)— [8:0-0-_0_,0-1-12j,18 0-2-8,0-1-41, [9:0-1-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) n/a TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 9=-286(LC 12), 6=-286(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=347(LC 1), 9=612(LC 21), 6=612(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 3-7=-286/148, 2-9=490/380, 4-6=-490/380 (loc) I/deft L/d PLATES GRIP - n/a 999 MT20 244/190. n/a 999 5 n/a n/a Weight: 67 lb FT = 1t Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied of 10-(gi2 oc bracing.see . . MiTek recomgendpftbat Statilizers and required cross bracing be inftbue(Touring '• = truss erection, 4m e @ovrdance with Gtabiliz&O 0 0 0 Installation uido,. • • • • • .•.• NOTES-___..............: .... _ .._...... = _. 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl.,•GCpi=0.18; MWFRS (directional). and C-C Exterior(2) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 10-0-0, Exterior(2) 10-0-0 to' 13-0-0, lntedor(1)13-0-0 t 19-.1-3 zone;C-C for members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate. grip fio"L-i 3) Gable requires continuous bottom chord bearing.- 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent ith any offer Ive. - loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all a ��• i�Pt ri rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rr awax m4ft PA Continued on page 2 daaCA HMV q. . • ldd4Y 3551 �� l'8,�8t 1pA �� — Job Truss Truss Type Qty . Ply A0069270! 11-17-20 V6 VALLEY 1 1 Job Reference (optional) o.ctu s may Ga Lints mI I eK Inousines, Inc. Sun NOV Z'Z IU:5Z:4Z ZUZU rage 2; NOTES- ID:VTIsfpazXgsZabHX bvpKY1 yGh4U-RIEYVVYyQifu l rtWJtj—MUx7qu7MiQc39deCbyG9_p 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 5, 7, 9, and 6. This connection is for: uplift only and does not consider lateral forces. LOAD CASE(S) Standard • sees • • • • sees•• sees • sees•• •••"• sees•• • •• • •••• •••• ... ... ...:.. _ ._.. >�...�._... ..... .,.are _......,.,. ..., .,. ..� .. ... z i sees••. ••••• ! • sees.• •••••• • • a • v 1 Job Truss Truss Type Qty Ply A00692711 11-17-20 V7 VALLEY 1 1 Job Reference (optional) i 0 4.00 12 2x4 U.Z'LU s May ZU Zulu Nil I eK Inaustnes, Inc. Sun NOV ZZ 1U:bZ:4Z ZUZU Nage 1; ID:VTIsfpazXgsZabHXbvpKY1yGh4U-RIEYVVYyQifulrfWJtJ_mLt1UgxEMjAc39deCbyGg;p 4.0-0 2-0-0 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL ' 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.06 Vert(CT) BCLL 0.0 Rep Stress Incr YES . WB 0.00 Horz(CT) BCDL 10.0 Code FBC2017lrP12014 Matrix-P Scale = 1:7.6 3 in (loc) I/deft L/d PLATS. GRIP n/a - n/a : 9W M 1f 20 244/T9Q' n/a - n/a M9 ' 0.00 3 n/a ••M.. •..; ....., I. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8) Max Horz 1=-10(LC 10) Max Uplift1=-49(LC 12), 3=-49(LC 12) FORCES. (lb),- Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. •••••• i Weight: 9 lb =2( Structural wood st�eeil*ng direcjy*Spplied cm-490 i ocpurlins. •• •• •••• ••••� Rigid ceiling direetlyeapplied or 1QrO-0 oc braci;; . MiTek recommends that Stabilizer and • • ... • required- crosspbiacin�q be installed during. truss erection, w4accordanceaviliN Stabilizbf Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-CExterior(2) -•--zone;C-C for members and -forces & iAWFRS for -reactions -shown; -Lumber DOL=1.-60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonce'rlcurrent with any other live loads. - - 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord'in all areas. where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT3A.USP connectors recommended to connect truss to bearing walls due to L-IFTat't s 3. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0069272 11-17-20 V8 VALLEY 1 1 Job Reference (optional) ts.zzu s may zu zUla mI i eK inaustnes, inc. sun NOV zz 1U:0ZAZ ZUZU rage i_ ID:VTIsfpazxgsZabHXbvpKYlyGh4U-RIEYWYyQfulrtWJtJ_mLz!LgwnMinc39deCbybg p 4-0-0 8-10-8 �. 4-0-0 2-10.8 4.00 12 4x5 = 2 Scale = 1:12.8 4 2x4 75:- 2x4 11 2x4 = a ` 1 4-0-0 6-10-8 4-0-0 2-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - n/a 999 M-nQ ., • 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) ` n/a - n/a :999e • Osseo • .'. BOLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a m6a • • BCDL 10.0 Code FBC2017/TP12014 Matrix-P • • • • • Weighi:- el lb *,FT 2( LUMBER- BRACING- 1 sees 0 TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood &aatbiPig diretflf 500lied or q-Pjq BOT CHORD 2x4 SP No.2 oc purlins. ...see es•, s•O, 0 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direpy f applied or.t1-p;0 oc bracira. e MiTek recommend& ftt Stabilizars and s' required cross 6racin6be installededuring truss erection, in acwrdance wi% $tabilizgr _ Installation guift, Osseo REACTIONS. (lb/size) 1=161/6-10-8 (min. 0-1-8), 3=165/6-10-8 (min.0-1-8),4=332/6-10-8 (min.0-1-8) •��•• Max Horz 1=29(LC 11) Max Uplift1=-78(LC 12), 3=-79(LC 12), 4=-107(LC 12) Max Grav1=161(LC 21), 3=165(LC 1), 4=332(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when 'shown. WEBS 2-4=-259/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45fi;-,.g;24ft eave=4ft; Cat. II; I-*G; Encl:,-19Gpi=0,18; MWFFS-(directional). and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. A) This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where ' ;J rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other m bers. -- .. 6) One RT3A USP connectors recommended to connect truss to bearing walls due t UPLI . TWO, and 4. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0069273 11-17-20 V9 VALLEY 1 1 Job Reference (optional) q.220 s may 292U1ts MI I eK Industries, Inc. Jun Nov 22 10:52:43 2020 Pagel ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-vVowjrZaBOnle?EitbgDJZV2mEEA59ullpMBI1 yGg_o 6-0-0 6-10.8 6-0-0 0-1 4x5 = Scale = 1:15.5 2x4 11 4.00 12 2 3 7 T . 6 W2 ao W1 0 . 1 5 4 2x4 2X4 ! 1 2x4 I I 6-0-0 6-10-8 6-0-01a10.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) n/a - n/a 999 Orw- 244/19G TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) ` n/a - n/a 990% BCLL 0.0 Rep Stress.lncr YES WB 0.10 Horz(CT) -0.00 4 n!a *n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P '••:" i Wei;Mf 24lb ••I<T`-" KI, ...... LUMBER- BRACING- •••••• • • • • • • • TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood s"tthing directly applied orCa@-C BOT CHORD 2x4 SP No.2 oc purlins, exceptsrdwerticals.9 • • • • •. •. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling diresth;nu lied orGO-0 oc bras' Ing... - MiTek recomitdrtc($•>tlat Stabiliz2rs and • required cross bracint be in;f%led•during • • • - truss erection, fin ape9rdance wi"Stabilizer Installation uidee Soso• • • •' REACTIONS. (1b/size) 1=261/6-10-8 (min. 0-1-8), 4=-18/6-10-8 (min. 0-1-8), 5=399/6-10-8 (min. 0-1-8) .... _ Max Horz 1=93(LC 12) Max Uplift1=-101(LC 12), 4=-91(LC 3), 5=-109(LC 12) Max Gray 1=261(LC 21), 5=399(LC 1) FORCES. (lb) - Max. Qomp./Max. Ten. - All forces 250 (lb) or less except when'shown. WEBS 2-5=-271/330 NOTES- 1) Unbalanced roof live loads have peen considered for this design. 2) Wind: ASCE 7-10; Vult=175mph' (3-second gust) Vasd=136mph; TCDL=5.Opsf, BCDL=5,Opsf; h=15ft; C; .Encl.•; CSC r0A8; MWFRS' directional and C-C Exterior 2 . _........6.=45ft;.L=2.4ft; .eave=oft; Cat. al;. Exp. P�- (directional) O 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 6-0-0, Extedor(2) 6-0-0-to 6-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber pOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. = - - a 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other&e - loads. :? 5) * This truss. has been designed for a live load or 20.Opsf on the bottom chord in all h e a }� rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other tubers. - 6) One RT3A USP. connectors recommended to a)nnect truss to bearing walls duet L jt and 5. This connection is for uplift only and does not consider lateral forces. M. 0. M ;:,, ri LOAD CASE(S) Standard Thls .;safety _ alert symbol .is used to attract your attentlonl PERSOIrALSAFETIf IS IRi1lOLVIEDI -When s you see thls symbol BE0OlUlE ALERT HEED ITS MESSAGE, ;. , .. CAUTI0�1:, -�, CAUTION.Identlfles.satfe operating practices or :indicates unsafe conditions that could result Bn personal inJury or damage t® structurena... COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the Installer (builder, building contractor, Ilcensed contractor, erector or erection contractor) to properly receive, unload, store, handle, Install and brace metal plate connected wood trusses to protect life and property, The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, Installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical DANGER.: A DANGER designated a condition where faliureto folio winstructlons or heed %warn s Ing will most likely result In serious personal Injury or.,eath'or da ag® to c#ores TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthewood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising fromthe use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. Ti USS'STORAGE CAl1TIC9N,Trusses sttiouldjn t. :;� be unloaded On PQ4dgh terPaln OP:: �Ine -,ensurfaces which could' catase densge to:the truss Trusses stored horizontally should be sup - ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING Do hot.break baniding until Ins ally ; : on begins or 1Ht bundled trusses _bv the ball alilARhIING ®o not use damaged trusses •••••• •••• • ••••• r.k • s • Trusses stored vertically should be braced to prevent toppling or tipping. DANGER Do not store bundles upright unless properly. braced DAI�[GER Walking-_pn trusses which Oro. lying f that Is extremely dsangsrous and snoultl b® strlctfy pr®hibtied. Frame 1 WARNING: ®o not attach cables, chains, or WARMING: Do not IM single trusses With spans hoops to the Web members. , €� _� greater than 30' by the peak. /Orllies 60° MECHANICAL or less INSTALL PION Tag APprox�imately Approximately Tag Line '/a truss length '/z truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Spreader Bar Toe In Approximately '/2 to ih truss length Less than or equal to 60' Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Strongback/ SpreaderBaP f 10 Tag /Line Tag Line Strongback/ SpreaderBar Toe In Approximately '/2 to 2A truss len th Less than or equal to 60' Tag Line Ce44JT106d Temporary bracing shpwn to trusses INith sirrttlar conftgcarations.. Cal braclnc�: arrangement is -d®sired :Th® �r �ecorrrarter��ecP Deslg� Speecl�ic�, on fol ;Trusseark �n smrie cases Bete GR®UN® BRAC1MG:BUILDING INTERIOR Grdund brace \ ertical (GBV) OP ql �_ Ground br diagonals (GBpj' Note: 2nd flaw evetsm ®nan have Top Approximately Y3 to -/, truss length Greater than 60' 10' 1 10' At or above mid -height L AoDroxll!iajte C 34 o Y, truss length • • • • • Tag C�r�ater thlan460 • • • Une •••• • •• •••••• heeit is adeq�24e for t; ,e,0 nste Ala ttora:of . +••,:. profess6brtal englfa, ..; .tgn:-61•acirg In �ccortl `Vlilth 'mil'; ,�' tclr+g b>r illletal P1aie.Gos�ected.l®d der sp acing Is possibleroes ., 1"ROUNO. BRACING: AIJIL04N&'EXT I®HI Plan AN Ground Brace Verticals (GBV) Ground brace diagonals (GBH XT Ground brace \\ vertical (GBV) b; t strut \\ Backup ground �' strut Y' stake Driven ` Typical horizontal He member with ground stakes j multiple stakes (HT) CAUTI®MV Ground bracing r�equlred for a(I Installations. -zr. - 7` Frame 2 truss of brat cup of trusew (EB) r 12 —7 4 or greater $PAN MINIMUM PITCH TOP CHORD LATERAL BR ACE SPACING(L135P/QF TOP CHORD DIAGONAL BRACE SPACING (DBE # trusses SPEW Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF- Hem -Fir SIR - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. �- 10' or Greater L Attachment Required ,., Top chords that are laterally braced can buckle togetherand causecollapse Mere la no diago- nal bracing. Diagonal bracing should be nailedy ' r� *fl 3 • • 00000. to the underside of the top chord when purilne , d 4 " £R Y • • . ..♦ are attached to 4he topside of the top chord r • *� • s • • WAI3NtNCo Faliures �f®tla tivt�es®r�+c®nvl��l�la l®n cbul`d r su lta:.. .s severe ersottal In u or lama ®to.tritss s or buildln s. � -w} .... ..... ' TOP CHORD ': • • • MINIMUM TOP CHORD DIAGONALBRACf= PITCH. LA BRA12 CE SPACING (DB� • •... �' . • • • • SPAN DIFFERENCE SPACING(LBS)[# trusses 5 �— <O • • ....:. SP DF I SPF HF • • s . • Up to28' 2.5 7' 17 12 .\ ./�. •••••• Over 28'•- 42' 3.0 6' 9 6 ' • ..Vi Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous T,,., r k^,,4 Lateral Brac Required 10'orG Attachmen Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. o• �Top /f, chords that are laterallybracedcanbuckle togetherandcausecollapseifthereisnodiago- .1 bracing. Diagonal bracing should be nailed \� to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS Frame 3 12 - --1 4 or greater • SPAN MINIMUM PITCH BOTTOM CIiOR ' LATERAL BRACE SPACIAIG(LBS) BOTTOM CHORD DIAf;to ' BRACE SPACING (DBS) [# trusses] Up to 32' 1 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 1 7 Over 48' - 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir -----.__-_ All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same T�= rF t '' • spacing as top chord diagonal bracing.}�'r'r1°":u�'j = •` :Wi4FdN NG F�Iltarfofo io ` thetaFeco»i 1 i a>xirndtions cold i°esuitrlrsi G; severe pefrsorio injury or damage tq trusses or bulldings +�*} ti ••••.• • •• •• •••• •••••• •••••• • • • • • • • • • • •• • • • • •••• ro Permanent o��s 13°' continuous lateral bracing as specified by the truss engineering. Cross bracing repeated at each end of the building and at 20' Intervals. WEB MEMBER PLANE Frame 4 SPAN MINIMUM DEPTH TOP.CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGOidAL'BRACE SPACING (DBs) # trusses SP/DF SPF/HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 1 6' 1 6 4 Over 48' - 60' 48" 1 5'1 4 2 Over 60' 1 See a registered professional en ineer DF - Douglas Fir -Larch SP - Southern Pine i HE - Hem -Fir SPF - Spruce -Pine -Fir 2XV296 PARALLEL Continuous CHORD TRUSS Top Chord Lateral Brac, Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago. 10, nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. Attachmer Required y0Tr'uss®s s) F/HF@ a, 300 or greater L- The end diagonal brace ., for cantilevered End diagonals are eeaehii�� $�fr , ,,; a , trusses must be stability and must be duplicateed on placed on vertical both ends of the truss system • webs In line with ,t ��• • o••o•• the support. . • • • • . • • V Y lNAR�IIi�G Fallure tofolloW-theserecommle idationiebuldr�suLt1>1� .. •; - evere perso - i�d injury or danl�lge $® $ra�ss�s ®r �utldtnge •.•, �� •i•�� * -n ..yt . 42t2 0ARi ALLEL CHOR® TRl1SS:1'OP CH®R®' ontinuous •••• ••••• • YopChorAs•• •••o•• Top chords that are laterally braced can buckle • •Le=eral Brace • • togetherandcause collapse iftheretanodiago. • Rdtluirede•• • nal bracing. Diagonal bracing should be nailed • o t to the underside of the top chord when purlins • • • 1 U° Or•Greater h are attached to the topside o4 the top chord, 09 0 j!t- ••••o End diagonals are 'eseerttiai $o stability and must be duplicate both ends of the truss system. don 30,(,D,3 it 13 ass sa @ Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Frame 5 SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP DF I SPF HF 24' 3/12 8' 17 12 er 24'- 42' 3/12 7' 10 6 Vto er 42'- 54' 3/12 6' 6er 54' See a registered professional en sneer DF - Douglas Fir -Larch SP - Southern Pine HF. Hem -Fir SPF - Spruce -Pine -Fir Dlagonal brace also required on end verticals. , 12 —j 3 or 8, greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required Top chords that are laterally braced can buckle togetherandcause collapse If there lanodiago- 90° or Greater nal bracing. Diagonal bracing should be nailed the the top chord when 2g to underside or purling are attached to the topside of the top chord�egQ` f s _ A4tachmgnt MONO TRUSS n� i,. Require s .• • • ••••• a •• .•••• WARNING: Failure to follow these recommendations could resuB& :.see {. severe personal injurry or damage to trusses or buildings, sees �£, `� . '---- sees. PLUMB i I I Truss i _ Depth . D(in) i i Lesser of D/50 or 2" Maximum Plumb Misplacement Line •..s•. sees see. s.e INSTALLATION TOLERANCES 00 06969 ..sees • D(in) D/50 D(ft) 12" 1/4" 1' 24" 1 2" 2' 36" 3/4" 3' 48" 11.1 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 9i" Z. 8' 108" 2" 9' . • . • LeAg1h • •• • •••.•. Lrn) • • .•.•.: •• • .•.. . sees sees... Lesser of 1_/200 or 2" I T ±1/4" L(In) L(in) L/200 L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' Lon) Lesser of 1.1200 or 2" L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no clrcurnstances should WARMING: Do not cut trusses. construction loads ofany descrlptlonbeplaced on unbraced trusses. Frame 6 c GENERAL NOTES SYMBOLS & ABBREVIATIONS 34 BEFORE PATCHMANY CUD WAILS FILL Mti EXPOSED CE.LS SCUD V.THI GRW'V.HEAE IT6LVDICA'EDONT-ECC%STRLC'04 SE' TO HAVE ]RAVING DE-13EA AB ANGKDi aa• GA GAGE GWGE a RBE4 I CONTRACTOR SHALL COMPLY MPH ALL APPLICABLE LOCAL S'AEAAD FEDERAL BUILDING CODES. ASPECFC-OURLYRATIN THIS SH4LLBETAKENASTHELgMYUb1A40'•9E7. At �a C65G1.:NG ;4, G4�a:tfp as] 9nJw5 NCLLONG BUT NOT _Of1ED'O FB C.I FLORIDA BUILDING 000E1. FPA(FLORIDAFIRE PROTECT -ION l A ° C CNN RANTER ACCU_N G 'B BAH 9J F.WFQRAN ' GWB 0.G'@BSTRATDY 84EC INA'IONAL ELECTRIC CODE' PERNr SMALL BE FO$ED ONAV6®.E PLACE ATALL'at5. L5 ALL VODSAND INCONSISTENCIES FOUND ON THIS R-EROR BLOCK FACESIOLU YJAISIMUST BE FLED NICOVEREDI Id ACEKEN'I'OUS LA"A.PRIORTOANYSTUCCOAPPLICA'ION' SNCLJDESBUT SKO•L'REDTOALSURFACEAREASEJIODS'11CCO. STUCCO 8MMAN0 L SCALE bJ .o. AREAOLNn -TABLE 4FR GC GDSR4 CO'rUAC'r¢ 4mcEvnrav 'e GVSS eFrs kr �: �rsOPSrsr EFS110L]NGS. DRAINMNLLEER A YE PN19.ELJ0R Gu IF7SU.•zTEE REOE ffCLREC 2. AL M1RL. IJAERASAND EWD'MENF UTILIZED IN THIS PROJECT SHALL BEISTARi Fn INSiROT ACCORDANCE 'Wr-THEPA%UFACTUREQSRECRJ:.'ENOATIONSAN'DSPECIFIGIIONS 38 GEhERALCONTRACTOR 6 RESPONSIBLE TO PROVIDE N THEIR ND ALL LOCATIONS ASD SIZES OF CELNG AND MIL ACCESS PANELS AS BLILDNGELEVATIOY4U-IR wG 4' AGORE.", 4rEla+A1E G° GAAOE RISE REBA., as gp -vJAUBMe] r+E'; 9RFRgo¢F: s]v 3 ALL tYCR<CORTHIS SIRALBU PROJECT L CONFORM TO STANDARDS PUSHED BY RECOGNIZED PROFESSIONAL DE'ERJNEJBY'nEPOSMONOFVALrSP'.DOTHER4tCrU41XMXELECTRIC FFOESY.11G7•REOUREACCESS'F4a COY'RACTORSIA+L COORDINATE V.TRH AL -RACES THE LOCATION OF ALL ACCESS PANELS SO AS TO ALO.N CDR PROPER EWO"Ya' ACCESSEdITY NANTENANCE DRAWNGNUMSER LL�v AP a=,r,:tiv 4CtFEE1_i it ai•-•uvn "0" PV 9CJY "9 ,a0 AND NGUE7FLY ORGANIZATIONS, AND'OROPERA:IONDFTHEBUIUMSYSTEUS IF ACCESS PANELIS NOT SHO'NN ON PLAIN AM ANYEULLONG SYSTEM EQUIPMENT REQUIRES A°I`¢a ARLI' 4^°Ro+wrE ARaI1p['dR[HIr[C'u¢A. +,SF ING+GVU+.vc ^[ nouorr COLA ROn ¢GHroF.:.ur d ;,OyRAD'OR LUS'COORDNAEWIT- THIS BUdJNG O:AER B'ENAN'S "O RELIOVE RELOCATE 7R 4N 4LCESSP4`ELP5NALL8E 455OJE0 THE GENERAL CONTRACTOR INCLUDED AL ACCESS PANE:SNTHE68D AND SHALL PROVIDE ACCESS/��//��" PAAD.VAL COST TO THE DATER NELS AT NoGRO � BURDNG 00.'.YALLSECnON .ETTE9 Asw• ASPA• .I:tE HA SxA� R R'.n vur£91£ACEH �41 nrn'2G9'4 REROUTE AS NECESSARY ELECTRICAL IYAER GAS DRAW OTHER U-IUY-INES ENCOUNTERE33URNG CONSTRUCTION DEMMOLITION. 31 THERE SHALL BE NO BACK. TO BACK ELECTRICAL TELEPHONE OR OTHER OUTLETS OUTLETS MUST BE STAGGERED 3RAINNGNUMBER W'G A+L W:DNATC AIR Earn HaC BATNG'IEMUTON 5SIC AAx.`G P SOeTAPE 5 CONTRAC'OR'O06'ANMUrENAPPRO'iALc9CtJ0.'MERONARC'•ItEC'P ORTOMOCHA%GESOR $VIATON FROM CONTRACT DOCUMENTS 38 COYTRAC'ORSHAL FROVOE uL JSTEDTNROUGH-MUZPATONFMS'OPSYSD.6A•ALL PEt1ETRATICNS-HR0LGn=RERAEJASSEI'3UES CONTRACTORSAL. SUBUIT SHOP DRAWINGS AND PRODUCT ]A'AF09 ALL cIRESTOP M-EUS'0 RE USED ON -HIS PROTECT PCR ARC-rrEC^S DETAIL WISER e. Mr BA4 BrAFm SCE EfiED:L£ `zH EEC SEC'dY B. UNDER NO CIRCUh'STANCES WILT ASSL'"MPTOVS By THE CONTRACTOR BE CONSIDEREDAE FOR THE DESIGN IEWANDAP-RPIAU ]RARING NUMBER B` PJG c N 9N411NG ^r 40. EAFE'r GRATES iNTCROOP 5GL ENGLL m iNTFREREO NTEN' OR APPROVAL OF THE ARCHITECT OR ENGINEER UNLESS THERE IS VM-EN A➢PROVALOV THEM IS GENERAL CONTRACTOq SHAL PROVOE`<9ES'OPS A'A- INTERIOR VIALS AS REQUIRED BY THE CTRRENT PLCRDA BUILDING COME ILw azrunG 5H SHELF 7 CONTRACTOR IS BIG PROVIDED WIN COVF.ETE SETS OF J0W.IENTS. CONTRACTOR IS d0 GENERAL CONTRACTOR SHALL NLLOE N'HER BO iFE COST AND SHALL COORDINATE ANV IX6'NG RENPORCELEM AND POST INTERIORE1E'fA'IOVNN'BER 2 d� ea RGT flu aEw w-� a+4'�v ! .p.vT sn• E�R.£r SJ S, av FOR PROVDNG HISSUBCOYTRACTORS WIN COMPLETE SETS OF DRAWINGS INENT IS FOR ALL SYSTEMS TENSION CABLESBREBAR PRORro DRILLING OR PENEiRATNG EXISTING SLABS LOAD BEARCIG'.YALL58 COLUVNS.7YP GC SHALL pBT4N -DRAWING NUMBER FS BACK EPLAFr LOuG Au LN•J.wtE AV.wr£D SPFC m's 4WD EOUM'EW TO BE PROVIDED VUT- 01" CONNECTIONS AS REQUIRED FOR OPERATION ;1RITTEY APPROVAL FROM STRUC-UAL ENGINEER BEFORE PROCEEDING Y.TTH IVOR( :A:A•o¢K 50 'OR EXASTLE=FASV%ISSHCWVN•HEARCHIfEC?URAL LI%SThEPLUM'BNG30%Or SHC:f1 d1 cpR AL SLiB PENETRATIONS CR CUTTING GENERAL CJN'RALi0R 6RE5PON56LE=OR MATCNNGE%6TNG AA'ERRippcNO VAPORBAPRIER JOCR^JUG ors. & .KBE. E51 .y E 'u 570 A PATER OR GRAN CONNECTION. THE ENGNEEN WNL PROVIDE THE DESIGN GETA451NACCORDANCE CONDITIONS 'A'p1 BI9N T L-0HI1 WITH THE DESIGN CRITERIA FOR THE REST OF THE INSTALLATIONS CONTRACTOR IS RESPONME FOR PROYIDNG ^E CONNECTION 4' NC 400RDNAl 'CST TO THE CANER dZ /l.0 EXPOSED INROOESSN SEALHEPERKED+51'HLc'0.LSNDS AM, TYPE- NGYPSUV P;ASE4VENEER 3C0.90 ]NOR ONLURER 'E CEu ;Fear ^v5'-N3tACE 519LC'I�5 8.CONTRACTORISRESPONSELEFORV6RNGT45MCUMNG-HERCDNGPERIODANDVERFY•ATTHE INELHPPNGANCCALUY?E ANDFN6HED TC MATCH AOJACCV'YIAI:S UNIES$NOEOOMrINWSE EXCEPTOhS CavmaL APT w•� CONORONSAREkS TO RE fIOCUIffMSPTS A ELECTROCLCSETS C LCALRDOUS $ ROOIELNA'ON uA'tIW 0.G �4Nc LUA MAFwuv T!F%GREEDNTHE COMANGESARE HEY` 0% H SITEAIJ) N THE CO%TIONSAS DOCUMENTS ATUDA MONAD vU5'FRpLflESYSTEMS PNC VJOIiK q$OESCRWc^JNTHECaV'IGG'36CJNETNT5 AT7X)PDOInONAt VUS' A40'RELT:EMGNNO YORK AS DESCRIBED STAIR B'ELEWONE [10.5ETS OSTARS I:G :.,:ffT COti¢ET lyyy_¢.,;- r;Et. AECu•: Vi •b YAWFAC'L4E¢ � V - 'DST TO T.EOf.NER. GENERAL CONTRACTOR IS:ESPONSELE FOR PROVIDING SUBCONTRAC`ORSAII-HA y .'MERE HVAL OR OTHER NECHAWCAL. ELECTRICAL PLUM1ENG ITE4IS PENETRATE PARTRONS STAGS SHAL BE BRACED PA'D FRAMER"O ViNDMV'AG C3 iAVC =2u!r. COKRE'E h v>tu: RE FULL SET OFWCRKNG DRAWINGS OF ALLDISCFLNESTOASWE T.ATALL SUBS NCLUDEAIL PEAR$ANOEWPIlEM FORAMNPLFE TRADE STRUCTURE AS REQUIRED10 PROVIDE ADEQUATE SUPPORTS. ALL PENETRATIONS'HROL.GH RA'M WAILS SHALL BE SEALE,''0 PROVIDE FIRE CON^ rurtNw;U6 :.U^..' URC MSCEUANEGUS - LLAYDNRYiPENAG NECESSARY BOOING OF FpLH aYG EVERY SUCIE AND ORACOUS'IGL LiOLA'ION 71SPACERAIIT- APPROPRIATE FIRE 8 S T 0MATERIAL. LrnA :Il �i a l'11 YG9L:E 11C1..6¢ � P 9 CONTRACTOR PON5ELEFORNOWONGNHIBBD :A80RAML'A'ERIALCDM;ORAhY"ANGIE a STEEL STUDS SUPPCRTNG WALL HUNG ITEMS SHALL BE NOT LESS THAN 20 GLAGE•5'ITH A!INMUM EFFECTNE MOMENT OF NWREQUAL TO _' trq 3°Ave'aE T UR ve5',+RE �ES'ar' TN ORALTERArONOF ADACENT AREAS TO O BE DISTURBED DUPoNGLONsRRUCTI0NEDAA5.8UT NOT LQ.QTEDroLCHTNG. MECHANICAL EIECPR04L PLUMBING FEREAWiL1$PNDYE DATA, PAVING OBPlIN WALL TYPE N'ONATION � CrsK ,ErrtER 91Jv'ERA.NK urD NAu.Y7ED u. VET4 r]1 ,ri SOEVIALKS STREE-SET6'NG-REES AND LANQSCAFNGAND TO NSLRE THEIR PROPER USE OPERATION AS CI PDCI'ON TO DIAL IYCcS SIOV'RI CY PLANS T-E^SEVERAL DONRT9ACro4SngL_REPAR'REPLACE B'CATCHALL IXIS'NG FINISHES I9.ENN L�•v 'ELF aND RETURN ThEUI TO MEIR ORGNAL FN6HE0 CODITCN APPLVemc re, xNnF a •mi'- tiP TWYAL MATERIAL SYMBOLS '0 CONTRACTORTOSILITNAUNIMILM FNEiS14T�OFCONIL=TESHOPORA5YN*SORSUWjDL fALS°09 m - WM I'K1N NH 3DI �^� NIC NOTiN'CI-CT APIRWIALREFOR'c CCUMNDNGU ICATI5NAVGORNSTALA'ONOFALL4PPULAB'_E ITEM FOF lfi STEEL'ECrANCALPyASFpR.,^,CA'IOhOF;;FI:AOUWN'EDT!ECNAIUGti_.ELECTRIfAB_OHTcLY"uAE$ T<'fi•E¢ ,pu •ASMi. t LwEAC.T aF __l+•nER - .ONSTRIRTON A45HOP QM591VGGO.EN516`S SHALL BE FEL7 YERff60 REVEVEDANDAPPROVE089 al STAGGER JONTSFR'CAL1'ANO HDRM%TALLY IN ALL 3.Y8 PARTITIONS EA SIDE OF PARTMOR STAGGERED VNQJLM Zw'YNLE_SS J•e mi +6Ju¢r. my +e +0"J YAL• ..-'.�¢n,t:e¢58:ve•rn Uu THE CONTRACTOR BEFORE SUBMITTAL. AND SO NOTED. INCOMPLETE SHOP )RAVAGE OR SHOP DRA151NGS LACKING SUFFICIENT NFORMATON VVd: BE RETURNED WITHOUT REVEN ADDITIONAL REVIEW BY .ONTS OTHERWISE NOTED RIGID BOARD EARTH FILL Riijo 1,5TU, DA JPN .Or JNLEEEDME 6ENr'EG :, vFNTER ARGQTECT OR E';GNEE9 REWIRED BY SUBMI^ANOT EVAL,iAEDAND APPROVED IN CONTRACTOR de GENOV, CONTRACTOR STAL.'" 1V6E�i SJVACES OF=AL'ORY PRR¢O ORcAC-CRYPAN' NSHED EMS4E7T 4C3RLL_SCR _6 J(I.V SRO;" ,,, r.S¢.Ep,1 D+E¢MNG SHALSE PAD FOR BY THE CONTRAC-OR ON HOURLY RATESES'ABLEHEO N 4RCHIECTS CONTRACT FOR SERVICES FOR THIS PROJECT REGISTERS COVERS ETC AND L`RESS SPECIFICAL_" NO'EJ OTHERIMSE VERIFY AMC COORDINATE MI YJIrH OV.NER AND 4RCHrEC' Jv° CPPos rA :' mt.t4mCBri''aE :TENT '1 C&LENSIONS PRC'fOED ARE NOJOIAL NO'ACTIAL THEY'AKEASAR4SGEXGTNG'NALS F 19 A.INERCR AND EXTERIOR.CNT$BET.VEFJG 7ISSNIlAR CIA: JRASOR FINISHES SHALL RECENE4REA0 OF CAULKING TO MATCH COLOR 71 GRAVE. FdL PLYW000 E EA EKE• EA n� 3ISCREPANCIESARE=OUND. NOTIFY ARCHITECTWJE51AE.YFGR COORDINATION. F COTRI AOACEN SLRFAF ORONATE JG C TO COCOLORS KITH UUHTIEC'oY.NER PRF PROCEEAS HE GOES SO AT H60Y.N R6KAND ISRESPpNSELE FOR ALL CD'ENSES INCURRED IF 4T 50 GENERAL CONTRACTOR OVINER SHAL, INCLUDE IN THEIR BID AND RESPONSIBLP FORALL RULONGSCNS45 REOUREDNTHE CURRENT \N\ YfWO.FIYIS4ED FLFt EMFR LE_-4c ELIE'IrE LYE G -.:G IFSTYIN 1O- THE DIECRE?ION OF THE OWNER OR THE ARCHITECT THE WORK HAS TO BE RE-DOW IS NLLJINGCODE AND SHALMATCH EXISTING GUIDING SIGN STANDARDS IF STANDARDS EXIST CONCRETE;LAFGE SCAFI \N E¢ ELECT P[4 ANC. A90PF9ry 11 v. r -2 SHI'GO:VNOF.Td3TES FASHUTDC'Sh ORAN r'PEOPIN-ERFEREVCEf,F- YSTNGSYSEVSIS ANVOP4'ED THE CONTRACTOR VAST NOTIFY TILE OWNER T2 HOURS N ADVANCE AND 037AN APPROVAL 51 GENERAL COYTRAC'WR SnBE RESPONSIBLE FOR MANTANNGAN ACTIVE FIRE ALARM SYSTEM AMEN RECLAID BY CODE 4T N__ 'PM DJRNGCCNMCTION.THISSYSTEM MAYBE?HEEIDSTN'G ONE ORTEMPORARYONE APPROVED SYTHE CITYFRE DEPARTMENT FIRE44RMRISER SMO, RASTER OR DRWT WWO. RCI 0 PC ET:P E'+ , , EC. FAp x4r 11 "R L.'- AS J.A PJ.E "L'u''''uT`- 7ERmWT nA CRP+rrt •,G N tYRRNG PRIOR TO PROCEEDING SHALL BE ENCLOSED IN AN ACCESSIBLE 2HR ME RATED CHASTE EA.: ELEC'RIG rtATERcrC1R R£x PLLxN'yp5 1aG :G Po.P >r+lG :r -3 CONTRACTOR SHAL -ACE LLvcEssARYPRO, Tno%s AND LSE 414PPRpPRL4E COS'RdM`. VET HODS I TECHYCUES'0 PROTECT EXISMGUTLMES AND OTHER PROPERTY NOT M_EOFOR 52 ASEOkRATEPERIJRAN0ORC']III'MN'40LAPPRU'J A-E'LAPPLCABLE.I5REQURMTONCL_OEBLTN0'_NDE]TC'HEFO CY.',PG CONCRETE MASCNRY JNR STEEL ¢" S EXPD 'OW.S' -6`� EKWSFD er;;ri0 of GH• mr vti PAv+r INCURRED DURING CONSTRUCTION PDRAW THE REM OVAL. CONTILICTORAMAGES A'O EXPENSE 44G SHALL REP4IRAYY DAMAGES A'NO EXPENSE TO T'E OtYN'ER. �e ]AIIa'. :;grAN:LN.X 5C5 &,4RPL SAVAGE LE..�¢ AANms wds.EGb 1,E'L�av cuu, .. SOFT TLS vFVM'¢v 706as ]EKr1rtQ. FXP LT EL* EYP4NEK]N:DM JTERCi °RESA+¢E'°EK'EG ANGLE o A¢• LN § Ar °� •. - �AN'� DURING BEn AEENTHE ARCMUGHTT '4'-EGNEFrSORAFIUGS ,zoo. 'SUS M'EL5 ¢� Z 4'APFGPOO� PNALs [r.LS NL ¢ALs cAA EARS vAYE9 PrE°tR aAmt•L 55T'S SATT NSJL4TON GY�SLMvlALLB- Ve I=-TE ZMFd'.E THE EBIDATG PERIM IFTHE IS IS FOND WRINGTFUBOOING PERIOD. FTHERACREPM'COISNOT BROUGHT TO v] F. IRON a allo T,EARC rGRAYING$6FOIND T'E ARCHITECTSA'TENVON SHALL SITE 455UVE]T3E GENERAL MV'RACTOR BID ON •HE HOST :XPENSIVE WAY ANO VJ!_DC THE V.'ORK ASPERnLE OIEC70N OCP.E OY.TER' ARC'R'ECTAT%D 53 AL'NORK SH•AL_BE PERFORLIEG OURNG REGULAR'.YORKNG HOURS ON REGULAR A'OR(NG DAYS DRAB REWIRED Br CL'lYEF B'_OCAL ORDINANCES EXISTING SHALL LE4NIIL TILE :IaEEXTNGL6�I£R ua�NE' cc.3=.COv.� FeERG1A5E ADOITONAL COST TO'HE 0.i1ER 91 WONCANPLE'IONOFTH6PNDFFIRE THE TECTERA:RAWNUSALCMAL.GIVE THE o.YNEGUARANIES G 3 Fu7leop ru�CInE SCR£,, BUILDING REVIEW 15 GENERAL CONTRACTOR SHAL NOTIFY ARCHITECT INY.AITRIG OF ANY DISCREPANCIES BETM'IEEN THE ARC HRECrSBCONSUL•LGDNCIL- SCRAVrAGSOURNGCDNSRLCnONAVOSnkLLNOTORCCEq WIT- OERATIONAD'IATENANCE MAN IFCHANO4 ELECTRICA14N0 FEE PROTECTION pRAVYNGS PLONG'.YfTH THE WRITTEN GUARANTIES.OPERATION ANO ^dAINFENANCE MANUALS Of ALL Eau PM!EN-AND MSTER INSTALLED THE GENERAL CONTRACTOR SHPL N'ANTAN ACURREN' SET OF'A48L1' DRAVJNGS 3URNG FURS FIATHFAD.5R1rr 5FAEN rN�:N�� APPROVED I. NARANJO 'HEV.CRX UNTIL CLARFPATON 81'HEARCHITECT HAS BEEN LADE F TIE CONTRACTOR PROCEEDS FIE DOES SOATHIS OVA RISK AND IS RESPONSIBLE FOR ALL EXPENSES INCURRED IF LIKE OAANER' ARC'QTECT GETEPoJNES ANY ."DOES NO' COMPLY WITH THE PERMIT DRAWINGS AND THE NORK HAS CONSTRUCTOR NFOOJATCNSHAL3E RECORDED BY TE GENERAL CONTRAC'ORAS CONSTRLC"ON PROGRESSES LPOYcrypLCOL!PLE"10N7c THE PROJECT THE GENERAL CONTRACTOR SHALL ISSUE AN'ASa3Mr SE' OF DRAWINGS AND DOCUMENTS TO THE OWNER. ALONG NRE AN AFFIDAVIT CER'FYOIG THAT TO THE REST OF HIS QROY.'LEME AND BELIEVE THESE'ASSIA^ ORMNINGS AND DOCUMENTS WERE USED N THE L Trt Fro FL'%P ALEr uAk..4Y F�OF ErUp 11/03/20201:56:31 PM 'O BE RE-0ONE CONSTRUCTION OF T-IS PROJECT AND REFLECT THE'ASRA11r c%mMoxs „ cc 11' '.6. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN CC"tGI USE ARCHITECT Va. DEFINE INTENT SS GENERAL CONTRACTOR IS RESP016M E TO PROVIDE EXIT SIGNS AS SHOYIN ON PLANS. COORDINATE TYPE fl LOCATION AND PROVIDE SHOP CODE ANALYSIS & CLASSIFICATION SffE DATA: OF ANY N QUESTION. DRAWINGS FOR APPROVAL FROM THE ARCHITECT B ELECTRICAL ENGINEER. '1 CONSTRLCIOYPERSGI ELSHALLSECCNTNED TO THE JVRR 50E-HE WSS''.,C-0NAREA AL.0.iHA 55 GENERAL CONTRACTOR SHAL_ONLY USE THE'APPRGJED ROOFING CON'W'OR V:HEN PA-CHNGANDREP4RNG 4W':VA-ERPRDOFNG OR ROOF SETBACK CHART REGULATDNS FOR CONSTRI AREAS SHALL RE STRICTLY FOLD.YED ME)MA.NE SYSTEMS i0 MATCH EXISTING AND TO ENSURE THERE IS NO WATER NF4TRAT10N INTO THE RUBDNG N LOYIUNCTION VIITH THE 'B GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY 0EMOI JEM!OLPIO!+ ADDITION OF REQU RED EQUIPMENT AND ANY RECUNED BRACKETS OR SUPPORTS FOR THIS PROTECT LOT SIZE W,I IS- 9375S F,D 22) ACRES '00'k SETRACNS REQUIRED PROVIDE PROVIDED VA'EAML'ESTNG FOR HAZAFOCUS W-ERULS B EXERCISE CARE DURING DEMO ONANDREMDIA-TC 57 GENERAL THEWS I AD .RUIN ASSURE 'HA'Ma SLMEDIAED=OR OEMOLFTON ARE PROPERLY REV'OVED AND ITEMS'0 REMAN ARE NES&PLE'NG D NO CONTRA CONGU7 LINES FRESH MR NCLUDIG BUT MO1 ITED TO CON LINES CONTROL COVWITND NMEVACUTION OT La'1TED'OUDING EQUIRED>REJSMOKE FRONT NCRTHI ( 2S-0' 25-0' PROTECTED FROM DAMAGE. DEMOLITION SCOPE JNOER SEPARATEPERMOF IN [IN ERE) FIR SPRINKLERS EME DUCTREPPLYI ALL FEESP4NKLSECOGRALARNPNO EMERGENCY SIWNGOrE.OBESNESS APPLICABLE CODE P.010q 8uIDNGCWERE50EN'LPL ID11.$'HcOI'ION LEGAL DESCRIPTION: REAR(SOUTH) !S-0' 24'.X '3 'MREVEN C'ORS+THER EQUDEEL_NEPSOrEC'TTESAFRY BARRIERS CPIERINPER-,E TAS WT'JNEO N'HISSpPE AL. REWRFO.ti0Rt SHOO flE C0010NATE0 N9RH B1;IlJC;G ENIERgTSIOuT ASOUTNEDIN-HIS SCOPE LIGMNGNTCNE.VBJSNESB CEh'E OCCWASCYCIfSS"CA-104 o`E�MA1C.+1NG i'J' SIDE IEASF'I 19r AN PREVEN'ON AND OTHER EOLB^.¢Ni'O PROEC'iHE SAFEPY OPAL PERSONS a40'NE P9GPF.R'Y OF m- PLANER BEFOE IOW COh$'RUCION BEGINS BEGINS Lot J. 01 PLAT OF REPPEPBiAIr�PI•S -0�. oIXWd619 to The R01 NPICO}. ® $�OSESTI '�M-0' 1D-0' -HRWGHWT THE ENTIRE PERIM OF THE CONSTRUCTION CONTRACT 58 GENERAL CONTRACTOR IRRESPONSIBLE-ONCLUDE N THEIR BID, IF NOT EXISTING. THE EXTENSION AND CONNECTION OF ALL PROJECT PTIUTY 1 F T 'TI N 9 ramrded In Plat Book 41 at Page IOD Of the Public Reamds of 2C GENERAL CON'3ALi0R 6.O PWTEC•EY6'NG AOACENTAREAS'0 V, HERE l59R< IS TO BE PERFORSF=7 RECLPIEMEN'S NGLUDNG BUT MOT LILTED TO PC. SECJNT,'4�'ACCESS SYSTEM AND 7ATAUTOPY _VIES N*C BULLDNG AS OuIUNEO IN MUd11-DARE Cd111Iy, FIOfk10. W1EXISTNG:IALSMORS UILLWORK. a4FURJNG. BASE BOARDS AND EOLIPVEN'DAMAGED 3UE_0 THIS SCOPE G C SHA4 COCRDNA•E IG BUIDNG G17RER AS 2EOURE7 VYORI PERFORMED SHA:LBEIVAREDREPVCEOATNOADDrONALLOSTOTHEC,MRXIOTO 59_AyL SHAFTS'NHERE APPLICABLE TO BE 2+OUR RATIO WITHOUT EXCEPTION. THE ULM DESIGN N0. U415 OR APPROVED EQUAL AND SHAu WALLS. REWIRED' 3HOURS -31 DISTANCE SEPARA"IW FROV PROPEi'r LINE ON OTHER 3Lh70.GS 1C20 NE 92-H STREET VILMI SHORES FLORIDA 33138 MATCH IX6'NG CONTINUE AS SUCH TO UNDERSIDE OF ROOF OR RDOR STRUCTUILR4 DECNNG SEE'.Vk- TYPE FOR VIAL DETAILS PROVIDED- OHCURS FOLIO 911-3205-013-0020 PARKING DATA 2- GENERA.(SIVTRAC'ORSHALL>REPAREADMANTANUICONS-RUC'OAAREIS. ASNE'-kS 6C GENERAL CONTRACTOR SHAL BE RESPOVS&E FOR GOORONA-CNOF E:ECTRICALDAT48OXES.WMAUtB ':' M.NCLLCNGSU'NCT.OIITF_D PROJECTIONS REQUIRED 3HOURS HOURS,- SEPW'ION FROM PROPERTY LINE OR OTHER BUILDINGS ZOWNG DATA PARKING �QREJ_ U _2 SURROUNDING AREAS FREE OF GERMS OR HAZARDOUS EQUIPMENT TO KDCHEN CARNETS B BATHROOM VAAPY CARNETS F'ROVDEJ• a -OURS PARKING PROVIDED 2 22 GENERALCCH'PACT'CRSHALLBERESPOVSKEF04REVOVNGALDEBRE4NOCONS'ROC-IONMERA 61'HE,NDE4SCEJFAL.EY-PROR SCIPISAND SLABS EXPOSED'OI;EA'-ERSHAL iECEP" COWNLCS NFSTRQP Nr'CL' ECUTIQ% MINING DISTRICT R-20SINGLE FAMILYO6-FUC- ALL4SO -RpM THESME CONTRACTOR SHBE RESPONSIBLE FOR P40PE4L'Y:.EAUNGALLA.REA5 P9OR -OFNALACCEF" _ REQUIRED= -TANKED i•3F-]6.4NC=5EPAM-IO`.=ROM PMPER'Y LINE OR O-^ER OPENINGS IN WALLS &,RANTS PROPOSED USE SNGLE FAN1B_Y SCIENCE E BY THE OWNER NCLDM BUT NO' _17TED'0 WFNDO'.VS. STOREFRONT BOORS CARPE-S. WALLS, DOORS. ETC 62 pl1 METAL CLASHING SCUPPERS E_'C. SHALL BE STANLE555TEE_.UON PROVIDED- WA 23 THE GENERAL CON 'RACTOR SHALL VERFY SIZES MO LOCATIONS OF AL OPEHJAGS'OR LEU•A'JCAL 63 FOR ALL PATHRCCUSPROVDEUETAL3113I IN SHOWES'LSS BEFMTOU:'SAS REQUIRED Br E-AREGULATONS SEE AD4FHA DFT LS FIE UM = \OE RECLLRECI.3F-76'ANCE iPAR4'10N FROV PROPERTY LPNE OR 7'NE4 ELLJNGS PENETRATIONS BUILDING HEIGHT ALLOWED 3O-0' BU LONG HEIGHT PROVIDED '64' ELECTRICAL AND FLU WRING SIELOVT9A.".'AS NVFIIAS SHOPDRANYTYG545 =QUIPMENTV7- 64 NADOITION'OVIAL.TYPES SHOWN ON PAINS THE GENERAL CONTRACTOR SHALL RETERTO ROOM'NISH SCHE%; E EIZVATIONSANDDE'AILS PRO, WA ITH APPROVED BY AACHRECiI ENGINEER BEFORE PROCEEDING VMPH'HE AORK FOR MOITONN. N'FORIJATION RECARONG FNISHES FINISH FLOOR ELEVATION NOTE 24 ALL I'E'JS N HERON S-10.. C7NFOR41 i0 AL CONSTRUCTION BUT NOT SPECP.ICA EEANS OF EGRESS OWELLING COW-LES IN Rdli ALL F.ppR ELEVATIONS ARE TAKEN FROM TOP OF GROUND FLOOR SLAB :"lCH IS . DES UMENTIONED D S-47101R LOGO CODES AND SAE OR0NAgCES AS TOAPP.IC4'OVMD.SE f5 C0ROPERRS-AL_NTACCN4E.4TLWNTENA%CEANDEEC'RCALMV•RACTORS ESMM%GFYSEI;SCATION LCAL-ACCESS PAAW SO ASTOALOYI FORPANE PROPER EOUIP.ENTACOESEll PY, L'AIYENANCE Ar;OOq OPERATIW OF ThE 9URDING SYSE'JS TILE OMISSON OE AW OA ALL AMESS PANELS ENERGENLY ESCAPE 7'lEL.NG CN1'PLES{9 R310 SHOWN AS Ddf DATLA.11.1176 N3VJI 25 GEIUERALCONTRAG'OR'OPROMENSULA10NORE01ATONBARRIERSREnIEENA OtSSN'IIAR'METU EROV CONTRACT DOCUMENTS DOES NOT FRIIEVE THE CONTRACTOR OF AM RESPONSERRY FROM FROM FROMM AIM NSTAILNG SUCH PANELS GARAGE 7'fIEILNG FORE SEPARA'104'tCLRiANGWOVDED'N20MNFNERATEDMOR FLOOD ZONE=WA NCLUMG H,' YID'_UICEC-0 FIA'ERLALSCOPI'ANNG:Er,¢YTS OR CONCRETE AND VETAL OR DOOR CONTRACTOR SHALLL PROVIDE ACCESS PANES FOR ALL 4C SIRE DAMPERS M THE GEYERA.CON'RALTOR SHALL BE RESPONSIBLE FOR OBTANNGALLPIRVRS-OCOWE'ETHE Fib BEFORE NSTALATCN'HE CONTRACTOR SAL CWRGNATE WRH ARCHITECT THE EXACT VCuNTNG LCCA'ON OF ALL S'.VIT ES V.1_ SVONE OEEC'ORS D:,ELLNG IS EQUIPPED..ti IN SYGNE'FlRE 3EECTO IS SEE UE1 BUILDING COVERAGE PROJECT' RECEPTACLES. PLUGS. THERL'OSTATSAND AW OTHER WALL MOUNTED FIXTURES BULGNG COVERAGE ALLOWED LOT AREAi 6310775 27 GENE OEC At'- NS4 BUILDING S'%0%154 67 AL>uBLIC AREA AYJ EIF'FAOR RDORNG SHAl.3E kID 9E56'A7.T-O C06'PLY .SIR^'MN CODE REQLRE]COE=' OF 9UL'OY CAR3pNVONOMMSEr SOPS O':NELNGLS- PPEJVIH-SEU50RSASREWIREO SEEVEP BUIDNG COVERAGE RROYCEO',JJ J'o OF LOT AREA, 31C115 VIOED:33'601 FO1%GIT IS'OAR NGH CL RE:uP %EEt4 aOCALN AGENCY REQLRE'lF1T5 A'D BUNG 4W NO`+LOYFORLMIG ITDJ$'04RCW'EC'S ALL.00AL ENGINEERS ATTENTION AND ENGNEEWS ATTEMON fib PROVIDE GLA558'AT ROOTER 30AH0 ATOLL SIN'.YER7T'uB'WE'Y+ALL58MOISTURE RESISTANT BOARD A'ALL OTTER BATHROOMS AREAS a DRAWINGS ARE SCHFIATIC SFONNG RE:A PE.CCA'OYSANDCONNECTDNSANDSHM_%OT8E3CALE] 59 PROR'0'S NSPEC'IOV CCh"4A[7CR SIWLL Slf8N8'4GNE]A"D SEALED SHCRNG AO 4ESMORPRG >A15 EXISTNGRESCENTA.AREA 239TSF 4'4hY'lME 7RA.-MOSARENOT-ORESCALEJ CQJF510'SSNAL BE FpLLOY.EO 7G DEI:IOLMON FLANS F RE W RE7 ARE TO SE SUBMITTED N:DER SEIARAEPERLT PROPOSED RESIDENTIAL AREA 2 797 SF A ALL D0'E043ERSRE BASED C N F N & 1MTFFIZES F NEVBE S AND ARE SF KOTFEN -0 MN 1RAMG PACE CF SLLH[4I3E5 NCT•O FACE OF EINISH'JATE4A CLLE550'HERWEf YOE]Oh ]RAWINGS 7RA:5NG5 COYTRAC'OR SHAL TE4'SC0.'CPROECTAGAN5T SU3ERRANEA4 TERMITES A5 REWIRE]BYCODE Q ARE NOT TO BE SCALED 7N'E2EONS STAL_ RE FOL_IN.E] 12 A..CONI-OPNG SLABS SHALL NCORPORAE A BILATERAL DRAW SYSTEM ;TIN O STAGE OR I.ULTILRELI X ALL MOD BLOCKING VANN BULGING STRUCTURES. S'tALL BE TIRERE-ARRANT TREATED AS PER WR HENT FRO CODE 9EWNEk1EN'S T3 'OLD CNTS:AST N ?ACE CDNCREE -0 CONCRETE CONNECTIONS TO •HAVE RX.V'IA-EFLBTOP T P AT ALL VAT;RIVOIST..RE EXPOSED AREAS'. PROJECT SCOPE 3- ELEVATDNANOLUL 74 KEY41AVCGNNEC'IONS ARE TORE NCORPORATEDATAL POURED COCRETE'.YUL-O SLAB COLD.ON' CONNECTIONS SCOPE AND APPLICATION 4 AL SUVFRCAL ELEVATIONS ARE TO TOP O CONCRETE SLAB. UNLESS NOTED O'HEWASE 75 NSU.AnON SCHEDLL �i�Pml.v'kc6 yi"1Ly F' 'm x1 PVro a1PPR nt'A'I ralcdSaa, THIS PROJECT SCOPE PER'RC RESIDENTIAL 20.7 SECTION R 1012 SCOPE NVOLVESA.TERATION EM1LARGEF.EVT REPLACEMENTAND RE PARTOANEXISTNGSIVGLEFA4'ILYRESIDEKCE USEANDACCJPANCIREMANSTHERAUE 32 7RR UDWG`S C NN'RAC 70N HIRE REOU VARE y CODE NE FIRE RATED SEPARATIOS SAIND C IL- CONSTRUCTION ARE REWEED By CODE 'HE JSE OF E LATERALS AND THE A. RmN -•I-V Ian. S• MdL vrn rga pola0.Yaaa 1lrJaal Yd'aM irmt 'SXd' v e9ua. PROJECT SCOPE DRC T PURPOSE 0 MATERIALS LES AS CALLED FOR ON THE THE PURPOSE OF MATERIALS WITMIN FEE RAEFINE AS`VC C'2B9 TNp I. CI F' IH RID-R,_ . ADDITION OF 90 SF TO THE FMAdY ROOM S RFOR OFACHEVNG'HOSE REQULED FINEATAAE'ONSf'SR4l BE VLFCONTRACTOR5RESPOANDOY?0 SEC CONTRACTOR l I; 0.25 OI'I 12HJ?SCvtoxeAR Ce.COO ]50 VERFY nHpi LHA71(>'c N'd4TE4t41s ^HAFUE REaUE57EJ BY OR L'WE BY 1FIE COV'MC'OR ANOOR a%-Y35. FUFmI 3 Emm Aab= Ra • Tr.IF-Fd M1Y SH.ttl - peKaaYB) FIN Rr7mHaae 45TJ C'289 Tryt I Oaa • ADORIDN CF J10 SF COVERED TERRACE The house within this property may not be use for vacation rental. ITS SUBCONTRACTORS, FRMTHOSEL'ATERLALS3RAN4ORSPECFIED DOES NOT NAWSYAYAFFECT LESSEN THE REQUIRED FIRE RATED CONSTRUCTION OR ASSEMBLY Il clams epral.C-25. I1 Fva1 ml b-).% EI S- W.Pla, 7b0 C Ca W D.ceIig Sepa'emn ° R-11 m:n. ITBSI Fra R� ASTM'1289 Tryd I. Cam' .EX6nNG KITCHEN AND DINING CONVERTED N TO NEW MASTER BEDROOM AND BATHROOM II Pa.IH syCae 11•25. N FHI Fo`r.� 0-5C IEI sm Pe aoP 3.5C - EXISTING FAMILY ROOM CONVERTED IN TO FAMILY KnL'HEN BA'NROON AND LOUNDRY CLOSET 33. AL. INTERIOR GVPSLU VJAL BOARD A SS'YPE A G WB ON US -AL STUDS OR PURRING CHANNELS idLE55 HOED CTHE4:.6E SIZES AS DRENSIMED ON FLOOR "IS 8 A'EXTSTC;G CONDITIONS 76 FLU NGS 8 GUNO RALS SHALLCOMIVN F B C P312 8 SHALLL BE A 19.N. HEJGnT OF 36 A30F FINISH FLOOq H EASTII:G BATHROO.12 TO 3E REIM0DE-0 CuNEML R YDE 7E .RF3ISTAN�c�a� H. A'AL1 YYEr LOCENnL�q 8 .EXISTING COVERED PORCH MOVED TO THE CENTER �1HiY l(eS m'm � OLGRADE N IRA7-IIIRTOBEO.VB'JI_>DLYETHYLENE;4PORBAFNER'.NF-CLTEXCEFTOA LION -EPRCFC'DESDY E4'JI'.LPtOVDE A4CHIECTLRALSERMICES A`DVN..\L'_LDESTRI1CTlRA.NEC••A',RCA.. _CiRICAL PLN9C.G ENGNEE9FG&LANMCAPEARGITEC-URESERVIG_SPSELECE]:WZLLTA S T U ANYDOSED CELLS SORDID YARN GROUTY:EEIE?E E OF M K OWLEDG ES S C HE IMU TH FLORI A 8 I E D I 17 TOHAVEASPECFiC HORLYRATNG THE SHALLRETAIENAS CTRS VA @6-(*-20.Pdf Bade Tmte S . Ttmk Shmv dame 6TH EDITION & ALL APPLICABLE CODES. M0ya6/91MM I._S5:3Y PM A l31UM A Pr0lifed 9 5 4 3 2 revuelta arcl-VI ect"O'ER ITTCPrT78l]OTN3) twv� i ren.�elta.�•BerASTare.mm aesc sw �Ea o PNjea W U Z W WQ V/ nO W = L N N All Z ° o= Z ,VC: N 0 N Q !" C RN,NdP.eru 0lrmer Infarmadon 1760 NE L.LC I CorreuMera I t�OF F(pR 0' S D REVUE '9 9� 4RHOU. ' Re"o'rAaC� Luis O. Revuelta A AR-MT972 PERMIT SET Date 8'3V202G Scale ASSHOWN Propact No. PIRA 2019 Sheet Name GENERAL NOTESNATA sheet No A-0P" a -- EASTAGCHTNEYTOREMALN — EXW'NG BARREL ROOF 4'117 TO REMAIN * T y T T I - BASTING FRONTEEFVATM(NORTM T- I� I ' 4 EASTING REAR ELEVATION (90UTNI EXISTING CHIMNEY TO REMAIN + — EXISTING BARREL ROOF 4' 17 TO REMAIN EIOSTINO SM ELEVATION OYEST( EXISTRZ CHIMNEY TO REMAIN I EXISTING BARREL ROOF 4'n7 TO REMAIN ' EXISTING FLAT ROOF TO BE DEMOLISHED -� � 4 BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 1:58:45 PM revuelta a uh txmn..vv3 u-It2n-otx " _ 1� PAFFO>•ERIY UNE (,-•—•—'T•—•—.—.—.—.—.-----------.-----.s�.r. I, j 'I ,wldt�-ad,raa:.rm3cv. 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AS SROWN p Na N° ELISTWG WM PLAN "N"'z A-100 B 5 4 0 0 DI c 8 I S a CS@ B �y ��g 1 9�g w�o s, s 52a1 A fbS 3 mm Fggg�: 3 2 1 A t B at.T A601 A-001 ,e .m A301 ♦ � I I I EP NEW ADDITION 21'a0' 1 14- —�---------------- `L D I II TERRACE I I 310 SF 1 I EDGE OF ROOF ABOVE I 1 I I •� II � I � I ' •1"s N.GVD I I �� I p, ,�-J 1^5. 2-T -T 1 I e A—_-------+_______ ______ NEW CONCRE'E SLAB SEE H3 I I RATZd)� ,Z-7 I Zd'o 4' STRUCTURAL DRAWINGS I 13 —1RI SF 1 I 6-0'x9'-2 11 � I a f 1 77- MASTER r4: �M III BEDROOM I ROOM I .✓�--E - - — - 'Sr: ,-s 1'I 1 q: c1 _�_ I I A.yO -7- - -------------z--------I'I-� ---- ---------?-- --5r1 --''.- -rt- A•sB1 r� I I 1 el 12 I � i LAUNDRY WD 5a•Z-9' s' 1.1 I Dw-F-----. , I � cLosET ' ti I ,5 KITCHEN I tt a D _�_D—G _' s I I I - 5' 1'-t, I id'-Z' S' 5'-T 4". L z I Ds O p SERVICE BEDROOM D I �/ ExIT •4'a•a'.to' I .11'.V N.G V D WA.C. I s s •oxtas DT /r� I - V - RAN i s •} 17 IS LINEN � I I •al 5-0' Gt' rn� I a CLOSET I f i I NSF I UMG 22 r I M'3 FOYER o 3' Z Y' 9A' 1 ry - revuelta sra-ca,3o. � �A o D MNV6RS3�33 li c:�s'oa Project c 1760 NE LLC C-11am 2 /1, t rq. 1"$IGID 2'#, �I \x I I uls O.f�t epdw (I = A •O ( I PORCH VO I cl ,i i GARAGE I Luis 0. 6 I -7 NGVO i�I A AR-0007972 I ENLARGED FLOOR PLAN \� p N CCVCRE-E $LAB pAD$ ON L ^BADE TVP 3 2 I PERMIT SET Dam 10I7R02a I Scale BUILDING REVIEWo As s 4GwN APPROVED I. NARANJO " PM01 PM 9 11/03/2020 2:00:18 PM B She` Name ENLARGED FLOOR PLAN CONLRETE S.AB PAD$ ON GRA$ -VP Sheet Na I - A-103 D C g A s 2 1 SWITCHES IN BEDROOMS 3 & 4 ARE LOCATED IN TWO (21 DIFFERENT LOCATIONS TO DETERMINE PREFERENCE MASTER SWITCHES ALL INDENPENDENTLY SWITCHEDI ALL 3 WAY SWITCHES: ONE STATION AT MAIN ENTRY/ ONE STATION AT REAR ENTRY - LIGHTS SHOWN OUTSIDE FANS -FANS d LIGHTS. -0I WALL UGHTASM MIRROR. OI WALL LIGHT OR SCONCE. LIGHT. DUPLEX OUTLET WP= WATERPROOF. GFI= GROUND FAULT INTERRUPT 3W-- THREE WAY. BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:02:33 PM -_J_ob Goff S 4 3 CL tt YY CL I ti _ IJ I 0 M REFLECTED CEILING PLAN SCALE. 114' = 1'-0* N T , revuelta arlimtecturle alterrlamt-ral sar=� sv z-iri iic PiofeCt W V Z Q u 0 N No W r-LL Y./ s' g w W ZQ Z� � g N O Tee ReMabna B b y `JS o aEv�F 99 \R�Y.1N Lids O. Rmelta A AR4XNY 2 PERMIT SET Date imam Scale AS SHOM P,.),d No - PH 2219 weal Nerve REFLECTED CEMMG PLAN 6 5 4 3 2 , revue to XX i 5 6 • rc 5 8 20 6 5 _, �m \ • • IT T • 1r (P IT 1T - a'r 1P E•r 14- - % �T 'Z 1T IT B -•. 6 .•"�'W gjTEi?O D Pr —'I^' a•I— —l+' rr m D MN yR33t33 • •19. 11•IN. G'M DI •_ •19'I"(NGVDi 1 TO. BEAM b 23 23 TOBEAM ~ ♦ �_ • - • b 3 • ut 3 - __. _. _. 3 ill Tr T DAU00 Z �? itt'-71N.GVD1 - - .11'A'(NG.VD; 4 .t i'-9•(N.G VDJ ♦ - _ V-T DATUM i \ • • Lu DL' 'R7 - W Vi y o PROPOSED PROPOSED �w NORTH ELEVATION 2 SOUTH ELEVATION W o� SCALE 1/4' 1'-0' SCALE. 114• = 1'-0' Z O s N O c 20 E[GTR'G ROOF NEW Q NOTES LEGEND,• ----- B 5 IT IT I 1. SMOOTTH STUCCO CMIL CONC WALL PANT FNISH TYP ♦ 6 L ENTRY DOOR, TYP REQUIRES MIAMI DADE COUNTY NOA OR FLORIDA PRODUCT -\ -- APPROVAL. G C TO SUBl9T SS.S ENGINEERED SHOP DRAWINGS (UNDER SEPARATE PERMIT). • I RevW- 3. ALLMNUM B GLASS IMPACT RESISTANT W,-ZCW FIXED GLAZING FRENCH DOOR OR • I 1= SLIDING GLASS DOOR TYP G C TO SUBMIT S&S. ENGlNEERED SHOP DRAVINGS .n IUNDERSEPARATE PERMIT IALUM SHALL BE 7ffSPVDFCQATNGIDURAMAR OREQUAI •19'.I1•(NGVDI COLOR TBS TO BEAM � l CONCRETE ENTRY STEP WITH TILE FINISH TVP TILE SHALL BE SLIP RESISTANT TO ♦ 1 COMY tYrrH CODE REQ COEFFTCIEtT OFFRICTON. 05 MIN. OR BETTER F� 3 3 ♦ LP I EXISTING BARREL WITH C12 ROOF PITCH TO REMAIN VERIFY IN FIELD mXX OPEN OPEN * NEW BARREL TILE ROOF WITH 1112 ROOF PITCH TO MATCH EXISTING \ 21 G G • 7. STEEL STRUCTURAL COLUMN. PAINT FINISH T B S. TYP SEE STRUCTURAL DRAWINGS 1 - 8. CONCRETE FOUNDATION SYSTEM. TYP SEE STRUCTURAL WJGS 9. VAPOR BARRIER SEE GENERAL NOTES AND STRUCTURAL CTAGS PUNTURE •11-TAG V D.) y RESISTANT (STEGO WRAP 15 MILLS OR EQUAL) TYP AT ALL SLABS ON GRADE U 0 N U-T DATUM 13 23 10. CONCRETE DRNE%VAY LINEAR PADS. TYP SEE STRUCTURAL DW'GS • • It. CONCRETE STRUCTURAL SLAB TYP SEE STRUCTURAL DRAWINGS 8 12 1:7EXPANS'OHIOINTFILLERTYP SEE STRLCTURALORAMNGS PROPOSED 11 CONCRETE STEPING PADS. TYP SEE STRUCTURAL DRAWRNGS 3` WEST ELEVATION gs 14. COW LINEAR DECK DRAW. TYP SCALE. LIMN = 1'�' B 9 B 15. G W a' GALVANIZED METAL PARTITION TYP 0e INwmatim 11, G W B CEILING OVER METAL RARING. TYP Ly n. EXTERIOR SMOOTH STUCCO CEILING, OVER PLYWOOD SHEATHING. OVER HEAVYGA , tl, IM NE LLC 3 METAL FRAMING. TYP SEE DETAILS S STRUCTURAL DRAWINGS i m K 11, CONT PVCSOFFITVENT TYP SEEDETALLS i (NEW) 8 ll� • 20 5 5 5 A 1B CML WALL WITH SMOOTH STUCCO PAINT FIN, TYP ♦ ♦ I I - s 2M EXLSTINGCHVNEYTOREMAIN r ---------7_------ n . ae0 AREA. TYP ;eY a:rtERI 4 j i ��._ ... - . 8� 22. ACCENT DETAIL 1 gyp9 23. EXISTING VENT TO REMAIN d �i ¢ 24 NEW W= TRUSS. SEE STRUCTURAL ORAWNGS FOR DETAILS i T(- - - - .19' I"(N G V D � 2S R-30INSUlATON -0 BEAM PANTING NOTES § 1 I • � I '•��' • 3 • ¢ rc I. EXTERIOR: SURFACE TO RECEIVE ONE 01 PR6'ER E7(TEAIOR LATEX WITH TWO (2) COATS 1= 1 COVERED EXTERIOR LATEX PAINT 21 ( TERRACE tE pF"F(OR � LL 2- 0PANT 41ERICR. SURFACES TO RECEIVE ONE 11) PRIMER VIITH TWO (7) COATS INTERIOR LATEX 4 • _- - F p, - • - 3. C7TERICR WOOD S FZFACES TO RECEIVE (1) PRIMER COAT WITH TV.0 12� COATS SEMI- E g``�5 O REVLFa a 9 I GLOSS ENAMEL PANT I I I m a ca DATUM I 1 �,W ,(' ----- y,R a1 23 23 1 ' ti- -q'�P • • ' �i t1`I?S Lens 0. Re-elta 5 W A A AR-0997972 PROPOSED PERMIT SET EAST ELEVATION Dm• SCALE: IA' = 1'-T 718PL020 D - Scat• �p AS SHOWN 3 BUILDING REVIEW Pl•IedN. MAR' _ _Camm4 rEW ar�tofRec�dmio�r- Amon-icR-Ours-Job _Copy APPROVED I. NARANJO P1120tB t a 946 - 7A 4I M 4 4 :OS_54 AM 11 /03/2020 2:02:53 PM PROPOSED 8"AIION A-40 to shm Na FILL 6 5 4 3 2 1 A-401 0 A a e F7 1 D C NOTES LEGEND: 1. SMOOTTH STUCCO CNW CONC. WALL. PANT FINISH rYP 2. ENTRY DOOR. TYP REQUIRES MIAMI DADE COUNT NON OR FLORIDA PRODUCT APPROVAL. G C TO SUBMIT SSS ENGINEERED SHOP DRAWINGS (UNDER SEPARATE PERWT1. 1 ALUMMW78 GLASS IMPACT RESISTANT WINDOW FOLD GLAZING FRENCH DOOR OR SLIDING GLASS OCOR. TYP G C TO SUBSRT S&S. ENGINEERED SHOP DRAWINGS. (UNDER SEPARATE PERMTrI ALUM SHALL BE In PVDF COATING IDURAMAR OR EQUAL, COLOR T B S C CONCRETE ENTRY STEP WITH TILE FINISH TYP TOE SHALL BE SLIP RESISTANT TO COMPLY WITH CODE RED COEFFICIENT OF FRICTION 0 5 WN OR BETTER 1 EXISTING BARREL VfIIH 4,12 ROOF PRQ1 TO REMAIN. VERIFY IN FIEND S NEW BARREL TOE ROOF VATH u12 ROOF PITCH TO MATCH EXISTING I. STEEL STRUCTURAL COLUMN. PAINT FINISH T B S, TYP SEE STRUCTURAL DRAWNGS 1 CONCRETE FOUNDATION SYSTQA. rYP SEE STRUCTURAL DWGS S. VAPOR BARRIER SEE GENERAL NOTES AND STRUCTURAL DWGS PUNTURE RESISTANT ISTEGO WRAP IS MILLS OR EQUAL) TYP AT ALL SLABS ON GRADE U ON It CONCRETE DRIVEWAY LINEAR PADS, TYP. SEE STRUCTURAL DWGS 11. CONCRETE STRUCTURAL SLAB rfP. SEE STRUCTURAL DRAWINGS 11 IT EXPANSION JONI FILLER TYP SEE STRUCTURAL DRAWINGS 11 CONCRETE STEPING PADS. TYP SEE STRUCTURAL DRAWINGS 14 CONT LINEAR DECK DRAIN. TYP 15. G W at GALVANIZED METAL PARTITION, TYP 1S G W B CEIDNG OVER METAL FURRING. TYP 17. EXTERIOR SMOOTH STUCCO CEwNG, OVER PLYWOOD SHEATHING. OVER HEAVYGA. METAL FRAMING, TYP. SEE DETALS S STRUCTURAL DRAWINGS. 11 CONT PVC SOFFIT VENT TYP SEE DETAILS 18 CMU WALL VaTH SMOOTH STUCCO PANT FIN, TYP 20. EXISTING CHIMNEY TO REMAIN 21. S80 AREA, TYP (BY OWNER) 22. ACCENT DETAIL 23. EXISTING VENT TO REMAIN 2l NEW WOOD TRUSS. SEE STRUCTLRNAL DRAWNGS FOR DETAILS 21 R-30 INSULATION PANTING NOTES I. EXTERIOR. SURFACE TO RECEIVE ONE I11 PRIMER EXTERIOR LATEX VRTH n%D (2) COATS EXTERIOR LATEX PANT 2. INTERIOR SURFACES TO RECEIVE ONE (1) PRRIER WITH TWO (2) COATS INTERIOR LATEX PAINT 3 INTERIOR WOOD SURFACES TO RECEIVE (I) PRIMER COAT WITH MD I21 COATS SELF GLOSS ENAMEL PAINT NFAI ROOF 1 EXISTING ROOF l d• F— 16' 1 ' I - 1 WaW co"IMII) 1 PORCK I a 1 PIE PACE s ntzY RGeF I EXIST w RooF z { Ir I I I .IB�11'NGVD. i I TOSEAM 1 NAS NAYM BATH 1 I �1 I 0O. I I �I 1 144— f .1 TA .G.1 fD-0' DAt L ... . . . 1 SECTION B SCALE: 1/4' = "-G' 3`, SECTION C SCALE: 1/4• = 1'-0' B 4 3 2 1 revuelta ad'dtzctur•e u-ICerrgOC'mI S-= !1-A. .�rtsad'.ticPuv<v�. D zEm bw �AaEiio MMrl.R3Ta �a r �s�n�oo P,vIaR C B O_er INmmatim 1760 NE LLC 4? �O °j.`JSo RevUEN99 dRwnN _ Lure 0. RevueRB A AR4007M YLOYIT QCT 1/BFi0m Scab AS Sma" Pr*a N. PY 2010 SIm a 4' A-501 0 C NEW ROOF TTLI S01 qAR TO EXISTNN COST GALV SHEET META DRIP EDGE RL SHMC REFER TO k%NUF SPEC! TWO COAT EXTERIOF STUCCO 6 PANRE1 CONC. BEAM 6.20' 2 5 -OP BARS 2 5 ADDITIONAL Br 2 5 BOTTOl1 BARS '3 ag B' 0 C STBRRL BOTOM OF BEAlA_i E CONE COl. VN BEYOND SEE STRUCT DrUG5 TOP EE_ 0'L OF SLAB f -- CONIC STAIRS ONO - SEE PLAN 1 c INISHED GRADE - EL '.1ATCHr EXISTING EXISTING F0 NEW ROOF -4E SIMILAR TO EXISTING PHALT-SATURA-ED FELTS .,NDERLAYMlWr i :FER 70 MANUF SPECS F TREATED PLYWOOD SHEATHING TYP (@ ALL ROOF FABRICATED WOOD TRUSSES IIATNUFACTORY TO SUBMIT SHON DRAWNGS FOR ARCHRECTAPPROVAL CD % PLYWOOD SHEATHING .ED TO EVERY SUPPORT W110E j NAILS � a' —GONG BEAM BEYOND GLASS WINDOWS 6 DOORS SEE SCHEDULE =LOORING FINISH 3 2 _. NE'N ROOF TILE SIMILAR TO EXISTING ASPHAL'-SATURATED FELT__ UNDERLAYVEIJT ` L REFER TO rAANUF SPECS i8'-REPLn•.000 SHEATHING ALL ROOF Pn. /- PREFABRICATED NOOD TRUSSES A 2,c VANUFACTORY TO SUB!ITT SHON DRAWINGS FOR ARCHITECT APPROVAL ggqqq�y� q '.�IIPPr�rj �iPf?(�f? f�RRRF'1'I,;I;I!I ",'I FLJI�{F?PPf�PP n 1 1 -GONG BEAUS-XZO' - BATT INSUILA'10N, R-3C1 TYP, - ' 2'5 TOP BARS I �' 2 5 ADDITIONAL BARS ' GVP5UA11NALlHOARO - 2 °6 BOTT0M BARS '3 Q 6- O C STIRRUPS CEILING 04 -13' AD =,.RRING 4-6-0C TRILL INTD _ E%IS-ING SLAB NEW CONC SLAB - EXISTING SL43 ON GRADE C!1GRACE SEE PLAN ., r_��.., v - A' COVC SLAB ON GRADE REINF W 56.1 A.' 4VNAV G 8C00.1PALTE7 OIER MIL /APCR3ARRIER 8 TERMITE TREATED FILL W ti,l ., / "C� { '� W. C0MPACT PU •' ` ' ALL FOOTING2C'.16'`V h a 5 CONT BARS 5 ® 12- SHORT BARS ti.� B WALL SECTION 1 1 SCALE: E COVERED PoRLH � g q 3f. 1tRFADSg"'� FINISH CLEARPNCE BETYFE'JPIL�'S � CCr2 ,;OLL•.'N BE•ML�_ ORE.Et Al'ryA � SPHERE }P E. REt-AO.'13 gE•CV1 ''•C RE'.'AN ' c0,T'.0U5 A . -DR4 s SHALL'.1EE'N SECTION �� R3t1'8FBC •,P i' '1 aIII c �L:OR NDSh DOOR SEE SCHEMLE >L.P.I SWPRE F'CS" 1 i30V INC FLWR PLtB'P,,XETS Al--44% ti' �� •OPOFSLAB 11 c..-'t?NGl[ .. FLUSF �PRAACE ] M1 REPJ 'DaSPrtRE .� >P �} 3 _OCR-ING CONIC SLA9 -ORE!'AN ySE_S '+ya FVCTI. "Oy 0' ,1A� = A B E- L TC 'v'.:'S .' a� J f•1• l-� 1.!'A'C1 Fx G'1G FC;11EXISTECNC DY�=0UVG4TION G�� - SEE STRLCT MVGS � \ %RTNGY/A XTNG d�, $ / ,S±ESTRUCT �/ 14P]R BARLRa.b, ZOMPAC D 6��/:C'•'�• „� ""Z' '. �SrJ��,. x -O RES4ICJ e-Eae'rtEr�_]Fa Sf �_`x YS` iE �t``�-��f`. r�'' J✓i xi n�=�= f n PORCHIS STAIR Ll-A-1 SCALE: mi TOP OF f 1 :4 \\ - EXISTING WALL FOOTING TO RElwPJ 1 -DEL y EXISTING EXLSTMG FOUNDATION ' - revuelta EartoCG-'[:GAe nterflatiorld /— NEW ROOF TILE 12 j SIMILAR TO EXISTING / ASPHALTSATURATED FE:: UNOERLAYV poll-1 1 REFER TO %IANUF SPECS / avego. CJ. / 58'TREATED PLYV.00O SHEATHING TYP @ ALL ROOF GALV STEEL SEA HURRICANE TRUSSES ANCHOR TYP EACHUSSES �CONT GAL/ SHEET METAL GRIP D - vvnrn,I3�35 % EDGE FLASHING REFER TO MANUF SPECS F;�ssa�om I ICI III' II I�,II I.. I'.I, tiTOP OF TB ' �. 2'. 6'WOOD FASCIA P T CONC TIEBEAM8'Y'2- 2'S TOP BARS 2 5 80-O M EARS O© 12' 0 C STIRRUPS w Z M W 7 Q L Q W� N wO 9'CONC BLOGR N N ' GVPSUM,,ALLBCARD ON 1'x2' PT V!0=UPRING m @IFCC UU ZO TWO COAT EXTERIOR STUCCO G N FOIL NSULATION fR-51 S PAINTED o 0 N O 6' BASEBOARD- C =LOO4IVG FMISN— OP OF SLAB Revlemlm L 0'.:' DATUM T B ] --ENTS dWm2112] t'Y 7 7,- r 7-? 7 SLAB ONGRADE G REIN; EINF W Y/6Hix1 d.' a =N OVER UIL /APOR BARRIER 845 /, COLIPACTE7 B TERMITE TREATED FILL �•��J —__ 95-1, COMPACT FILL ! � -OPOF GRADE EL-2L-DATLJ'1 kc_ +,: ` EL. EL '.IATCH WALL FOOTING 20'.!6' -� r., E%ISTINR� G FOUNDATION - a 5 CENT BARS 'S Q 12' SHORT BARS X \ �/i \ �, WALL SECTION 2 2 SCALE: 3," = 1'-0' SERVICE EXIT -0011N'„0's-V HANORARSSH- UEE-:lITH SECTXJh R3"' 3 c B C TYP NUS.• C_EARA%CE BET:IEE1, PICIETS A -READS 5) 'O RE.ECT AJ'Ow SP'-SREE 11 I � � j-uuel a�aE-59+-oe ua C'J'PM1101. HA•OIL4LS Y SHY ALI'3ETr ' 8a3C TCN Rlt•IB•9C. I < ' rff`II CORE /�G SpUPREC 'may �1I'_'L ��ILr 1 I ',A5ERWGgICI W+ SLAS P!_Jllp EL ]a'�ATJtl E .'15'NG.0 A �GOROI,m - TOPS ,. ti ( (�.TT Ftb9- FNtSH=a+A•.C- C n CONIC U.'a3NG SLAB 9' C U U 1.ALL Y•' STUCCJ RET--A 6' Cw APHEyE rP B'RUCT PxGS F,�S I cL �Za OA N -L•B .i NGV04Gv0 -CPOP GRADE- \ , C � i. EL Z 5'CATUA cL •41'AG/G . E,IB'NG FGE100101- ✓ . wPOR BvwEa 3:. A'.•aAC•®, A �'CE T'LATEL ._. '1 , '14LL ./ KONC 5 41R t `x' COVC cm•p,G �•. CONIC =00TNG SE- STRUC- m'rGSI �,�a% SEE RUC �'__ .y,'�C:GS T7.Yi �. �J :Y/'•, _.': i',�../ SERVICE's STAIR SCALE: %" = 1'-0' ❑A WALLSECTION 3 a Owmal 7onnelion SCALE. 3/A' =1'-0' 1760 NE LLC Consuhem xd9 BUILDING REVIEW D, s 1, APPROVED I.NARANJO 11 /03/2020 2:04:16 PM I Luis O. Revuelta A AR-0007972 PERMIT SET Data I, 101Li020 SAale AS SHOWN PTelect No - PM 2019 Sheet Name WALL SECTIONS sheet No. - - A-502 -- --- - 2 - S 4 �N I ID A TYPE Daw QUANTITY 2 WXH 10,40'.6-6" KI TYPE QUANTITY WXH C A ID TYPE QUANTITY WXH C Wmd- 1 • TC • 4 b H wnda. z 3'-0'+B-t p• GLAZING NOTES D— I 11'-10'-6'6' +f T Z' 5'V -f 26' a 77, rti i i 0 E F G Wind" Window Wft— ftn — 1 1 1 2 44'.4'-3' T-0'•T-0' 5-0'.4'6' 2'-6'-3'-0' GLAZING ELEVATIONS SCALE 114•=T-0' 1. ALL ALUMINUM GLASS ODORS SHALL BE IMPACT RESISTANT 5,16' LAMINATED GLASS TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 6TH EDITION. 2. MIAMI DADE COUNTY NOA's OR FLORIDA APPROVALS ARE REQUIRED FOR ALL GLAZING, STRUCTURAL GLAZNG, WINDOWS & DOORS. SEE GENERAL NOTES 3. MANUF. E.S. WINDOWS OR EQUAL TBS. (G.C. TO SUBMIT S & S ENGINEERED SHOP DRAWINGS). 4. GLASS BRONZE LAMINATED TINTED WITH SOLAABAN LOW E COATING - G.C. TO SUBMIT SAMPLES FOR ARCHITECT APPROVAL PRIOR TO FABRICATION. - GLASS U VALUE. 0.94 MIN. (LICH ON MEP OWGS & ENERGY CALCULATIONS) -GLASS SHADING COEFF 0.41 MN. ILAN ON MEP DINGS & ENERGY CALCULATIONS) - GLASS SOLAR HEAT GAN COEFP 0.36 MN. (UD.N ON MEP DWGS & ENERGY CALCULATIONS) 5. GLAZING TEST] SAFETY NOTE. GLASS THAT DROPS OVER 30' N., 3T AFF SHALL UNDERGO AND COMPLY WITH ANSI Z97.1-1984 SAFETY TEST CRFFERIA PASSING CRITERIA. NO BREAKAGE TO OCCUR OR IF BREAKAGE OCCURS. THE GLASS SHALL REMAIN N FRAME AND REJECT A T OBJECT. - A) GLASS DOORS AND GLASS PANELS ADJACENT TO DOORS AND - B) WINDOWS ADJACENT TO TUBS OR SHOWERS MUST BE CATEGORY II SAFETY GLAZING PER FBC R3084. & G.C. TO FIELD VERIFY ALL WINDOW OPENINGS. PRIOR TO FABRICATION. TYP. 7. SEE STRUCTURAL DINGS FOR ALL WINDOW WIND PRESSURES. TYP. 8. ALL FLOOR TO FLOOR'NINDOWS. DOORS & S.GD. SIT ON A 314' SLAB DEPRESSION. G.C. TO FIELD VERIFY ALL DIMENSIONS, TYP. 9. EMERGENCY ESCAPE WINDOWS & DOORS SHALL COMPLY WITH FBC 2017 6TH EDITION SECTION R310 AS FOLLOWS - WINDOW SILLS SHALL NOT BE HIGHER THAT 44' ABOVE FINISH FLOOR. - MINIMUM WINDOW CLEAR OPENING NET AREA SHALL NOT BE LESS THAN 5.7 ST - MINIMUM WINDOW CLEAR OPENING HEIGHT SHALL NOT BE LESS THAN 24' - MINIMUM WINDOW CLEAR OPENING HEIGHT SHALL NOT BE LESS THAN 24' 6 0 I DOOR SCHEDULE No. LOCATION TYPE QUANTITY LABEL PANEL DESCRIPTION FRAME NOTES) REMARKS DIMENSIONS MATERIAL FINISH DETAIL MATERIEL FINISH HW SET W H THK HEAD JAMB SILL 01 ',ENTRY D 1 - rHJ" 2- WU HNI Ut3L. AL; I INU NYU YNI 02 'GARAGE DOOR A 1 S-0' B'-0" 2- WD PNT FLUSH WD PNT 03 GARAGE INTERIOR A 1 7-10' r-0' 2' WD PNT SOLID CORE: FLUSH I WD PNT iPROVO]E SELF CLOSER 04 GARAGE LATERAL A 1 7-10' r-0' 2 WD PNT FLU H WD PNT OS 'AC CLOSET ` A 1 2-10' T-0' 7 WD ` PNT 2 WD PNT D6 'GARAGE CLOSET A �1 —' 7-0 e'-0' 2' WD PNT AFL-U�S.H� FCOSIZ WD PNT I - 07 MASTER TOILET A 1 2-B' T-0" 2" WO PNT FLUSH WD PNT 08 1MASTER RATH A 1 WD j PNT FLUSH WD PNT J 09 W.I.0 A 1 2'-10' T4T 2' WD PNT FLUSH WD PNT 10 'iCLOSET G 1 5'-0' r-0' 7 WD PNT BIFOLD WD IN - 11 MASTER BEDROOM A 1 7-10' T-0" 2' WD PNT FLUSH WD PNT 12 LAUNDRY ROOM c 1 7-t0' T-0- Y WD PNT LOUVERED WD PNT 13 BATHROOM J A 1 7-10' T-0" 2' WD PNT ; FLUSH WD PNT 14 BATHROOM 3 TO EXTERIOR A 1 7-10 T-0" 2' WD PNT FLUSH WD PNT 15 KITCHEN TO EXTERIOR A 1 3'-0' 7,43" 2- WD PNT FLUSH T WD PNT 16 CLOSET G 1 1 4'6- 7'-0' 2' WD I PNT BIFOLD WO PNT - 17 'BEDROOM 3 A 1 7-10' r-0" 2- WD PNT ~ FLUSH WD PNT ~ 1' LINEN CL F 1 1--11- T-0' 2' WD PNT BIFOLD WTI 19 BEDROOMS MAIN DOOR A 1 7-10' T-0' 21 WD PNT I FLUSH WD PNT 20 BATHROOM A 1 7-10- r4o' 2' WD PNT FLUSH WD PNT 21 IBEDROOM 2 A 1 2*-1 a, T-0' 2- WD PNT I FLUSH WD PNT 22 CLOSET G 1 T6' T4o" 2' WD PNT BIFOLD WD PNT - 23 CLOSET G 1 5' -0' r-0- 2- WD PNT BIFOLD WD PNT - DOOR SCHEDULE DOOR TYPES _ FINISH NOTES - FLOORING AT EXTERIOR TERRACES TO BE SUP RESLSTANT FLOORING-0 BE SELECTED BY DINNERI y 14 RICK DESIGNER, P'P SUP COEF OF FRICTION 0 S OR BETTER K 2 ALL'6A'HROOMS SHALL HAVE TILE HEIGHT AT WALLS THAT ENCLOSE SHOWERS AND BATHTUBS MATERIAL + I I I I I I TO BE SELECTED BY OWNER. WD 7 ALL 1'/ALL -141SH 1- TERIAL SPECIFICAIMS -0 9E SELECTED V OWNER TYP 4REFERTOREFtECTED CEILING SHEETS FOR CEILING HEIGHTS TYP. 5 REFER TO GLAZING DETAILS FOR GLAZING FINISH INFORMATION. "YP DOUBLE SHOWER FROSTED GLASS POCKET COOR FLUSH GLASS LOWERED FLUSH WOODSLIDING 2 PANEL BIFOL O 4 PANEL BI O D ENCLOSURE TOILET ENCLOSURE OA B C OC E F r H O J DDAPNSIONS OF ELECTRICAL DEVICES (NTS): _ MM DOOR NOTES I REMARKS: HARDWARE LOCKSETS ( NOTE: PROVIDE ABBREVIATIONS REMARKS DUMMY HANDLE ATALL DOUBLE DOORS): A.104, AL ALLW24U - SEE MANUFACURER-SHOP DRAWINGS •- ENTRY LOCKSE--EGRESS HE RAKED ENWE- UR CLEAR 2. MINERAL CORE 3. ALL DOORS SHALL C04IPLY WITH SECT ON 5.2 ( MEANS OF EGRESS 2- PRIVACY LOOKSET ESP -ELECIRO STATIC FAINT(KYNAR) COMPONENTS)OF NFPA CODE SUBSECTION 5-2'5FOR LOCKS.'-ATCHES AND 3' PASSAGE LOCKSET GALV-GALVANIZED ALARMDEVICES. 4 DOOR E-EVATORINTERLOCKRYc_EV G� S. GLASS 4 REQUIRES A 45W P.%X-EMPERATIIRE RATING MANUFACTJRER NIL -METAL 5 ELECTRIC DOORS 5• S'OREROOM.00KSE" PF-PREFNISHED 6. SEE SHOWER ENCLOSURE SHOP DRAWINGS 8- HARDWARE BY SHOWER ENCLOSURE PNT-PANT 7'l7 TEMP CLEAR GLASS (SAFE' GLAZNGI VANUFACTJRER TOO RB `� ED IN-� NTEC B '7 FROSTED TEMP GLASS,SAFETY GLAZING; 9 DOORS N ALL AC CLOSETS SHAv BE OF VCNCOMBUSTIBLE MA'ERIAS 1- DUMMY LOCKSEi B 9ULEf CATCH TOP OF DOOR S.S-S'ANLESS STEEL WHICH SHALL BE'REATED N ORDER TO ACHIEVE COMPLIANCE WITH A -LAME 9, CUP DOOR PULL WD -WOOD SPREAO RATING NOT GREATER THAN 25 AND A SMOKE DEVELOPED RATING NOT 9- CUP DOOR PULL WI PRIM Y LATCH BRUS -BRUSHED GREATER THAN 5C 'y FIRE EXIT HAROYIARE FRO ROSTED 'O DOOR TBS BYGNKER •'-PANIC HARDWARE S C SOLD CORE . 14• TEA7 CLEAN GLASS -2. DOOR FULL & PUSH BAR BY GLAZING -IRE RATED DOORS AREL RATING '2. SEE DOOR MFR. SHOP DRAWINGS OR INTERIOR DESIGNER DRAWINGS FOR SPECIFICATIONS MANUFACTURER- LOCK NW CARD READER 'A• LABEL _ 3 HOURS '3 MOTORIZED DOD9 W LABEL - 9C MINU'ES 'a REOUIRES DATE COUN'Y NOA NOTE: GENERAL CONTRACTOR RESPONSIBLE FOR FELL 'C ABEL= 45 MINUTES '2P VIN - 20 MINUTES .5. LOCK AGAINST RE-ENTRY 16 DOOR WITH SIDE LITE VERIFYING ALL MASONRY OPENINGS. 4 E NCTES - SWTCHES AND OUTLETS TO BE SET AS LOW AS POSSIBLE COMPLYING WITH NEC & H C CODES 2 SWITCHES TO BE GANGED OR IN TIGHT GROUPINGS-OCATED 7 OF ENO WALLS OR 30OR TRIMS 3 ALL SWITCHES THERMOSTA'S, OR OTHER WALL CONTROLS TO BE LOCATED TOWARD THE ENDS OF WALLS AND NOT IN THE MIDDLE. TO ALLOW FOR AR' WORK 4. MAINTAIN I(TM N. CLEARANCE), IF POSSIBLE AT ALL CELNG & WALL DEVICES SUCH AS AC GRILLES FIRE SPRINKLERS ETC TO ALLON FOR FUTURE CROWN MOLDINGS BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:05:13 PM i revuelta a,orlitec,Lir,ta n>erro1;0r`" IVeavN E;a.aaDo L?itle 2650 SW 2T}� A VE 0 N.s.AN.A EL �• Proj4xt Z.2, 90 COMMENTS OA3lIR020 B Ov— htformatlon jl 1760 NE LLC Cwsulftm I �Ysss.� ell. uaw w LS O. eeaE li Luis O. Rewelte A AR-008T9T2 PERMIT SET Date 1O 7rlm cala AS SHOWN Praject NIL. PM 201E Sheet Name SCHEDULES Sheet Na A-601 D C S 3 2 71,, nTUD) 7411•I57STJDI NUT,1STSRR01 671T 11 OBI YAFES SEE RLAY DN V0.91ES 9 Sff RAY CONTINUOUS ACOUSTICAL SEALANT ITYP BOTH SIDES _ COYTPWUa ALOIISTICAL SEALANT ITYP EOM sms5 —3 GIVTIUIOIS ALOUSTICLL SEALANT ITT- BON SIDES, uNDEASDE O SLAB SEE FINISH SOIEWIE FOR F—SO SCHEDULE OF SUB SEE FP091H SCHEDULE FOR PUSHES SCHEDULE OF SLAB &E F10SI1 F SCHEDULE FOR SCHEDULE O SLAB SEE FINISH SCHEME FOR j FX1EA GY3TM BOARD TO EX'ENX GYPSYM BOARD TO G BOARS FIRED GYPSILBOARO TO EATEN] GVPSY61 BOAT TO SCARE UA➢FPFmF O STRUCTURAL 3ECX LNIEAS.IE' O STRUCTURAL 3E01 IAPEASTDE O STRUCTURAL OEa UAOERSmE O 1TR1JCRIPAL DEG Y:NEFEAPPLrABLE IiE AS REIUIM IMEREAPPLICAELE„ E A'C PLELW 'LE AOHESVE WHERE APPLICABLE E AS PLENN THE A'MES`.E W�APRMAB.E IE A'C FIEYWI AREAS SEE IEP ORA61GSI AREAS SEEMEP DRAWIGSI AREAS. SEEMEP DUAIN01 AREAS SEE LEP DRAWINGS) FPHSH CEILING WHERE APPLICABLE �� IDOL WASH CEILING WHERE APPLICABLE IE7APFJiOI RUSH CELIXC. VaEFE APPLICABLE UDIIAPRIED PUSH CEILING WHERE APFUARE SEE REFLECTED CEILING PUN �IA SEE REFLECTED CERM PLAN IYATERPAOOFiNG SSE REFLECTED CFIL,NO PLAN SEE REFLECT© CEMIG PAY _ GALVANIZED STEEL RATER w MEL®FR0.HEM _- - - GAIVANZEDSTER RUNNER IE1BHUrE.1YP _.__ - GALVANZEDSTEEL RLANEP GALVAYRFD STEEL RJS'RER SOLrQ ATTEYWTON MAEPAL7.COL 'ILE TILE _ SOMA ATTENUATION MNERAL WOOL ^ BAT' INSULATION FULL THLONNESS O ^ BAR ISLILATION PULL TIBOOESSOF `L/ ✓ STUD CAVITY FROM FLOOR TO J STUD CAVTN FROM FLOOR TO UYOERSDEO STRUCTURAL DECK - n - _ ti^ UNDERSIDE OF STRUCTURAL ICI( GALVANM STEEL SAWS @ 1T GRV0.+Im STEEL STUDS @ 1T CONT O ESS GIUVAY® STEEL STUDS @ 16 LOVt oRFAc CALVANIMSTEEL STUDS ® IT OR ZV VAX O C .SEE SPECS) OR 2V VAX 0 C OR 21 UM 0 C ,SEE SEMI CNLK1IY. TYP —� STQASSLMTBACIER EOAAO ON 2T WA 0 C ,SEE SPECS. G1LK7A IW —� STCAASS-MATOACKER BARD - -- sa GIP" BOARD - ---- - -- SIT GYPSUM BOARD- ST GYPSUM Sam _ ST GYPSUM BOARD GALVANIZED STEM FLOOR TRACK GALVANIZEDSTm ROOF TRACK GLLVAYREDSTEE]. ROOP'RAG( GALVANM STEEL FLOOR TRACK BASE BON SIXES MORE APP_1GTLE BASE 80M SIDES AHElEAPPL1UBIF ! - BASE'.HERE APPLICABLE BOSE OEREAPPUCABLE .SEE FINISH SCHEDULE FOR F%SHF-SI .SEE PUSH SCHEME FOR FlNS•ESI .� .SEE INSH SCHEDULE FOR FIL$NES / rJB .SEE FLASH SOImULE FOR FINSHES) TOP O FLOOR SUB TOP OF FLOOR SIAB TOP O FLOOR SLAB TOP OF FLOW SLAB —� FiN$H ROGP (SEE FIASII SCEME, FIFJSH FLOOR (SEE FI0915Off0ULE1 aypM SEALANT PUSH FLOOR (SEE FINISH SC,ENLE', COAL SEALANT. RYSH ROOK (SEE PUSH SCHEOL E) CONTIUICLS ACOUSTICAL COYTCUDISAIDATICAL SEALANT (TVP BOTH SIDES. SEALANT MP BOTH STIES. r NOVIAI.' 1A• ACTUAL,T STUN, TVP�CLL 7AN RA-EDL'AIL WTOH SOUND ATTEUAATON LENEFIAL WOOL BATT 7N�LYAL- 7 IX ACTUAL. T STUD) �X SOLLLD ATIFFLUTIONLOOLkLIUD(& BATT ISILATDN PULL THpI65O q WT- I TNOUILLL-A /rB'A[TWVL ST STLO. q NESSOFSTJDCAYI'YFRLTURGOATO WDE OF WT- IA LNSLSrW1tTIiPAI WT-2 SNOMCLLL-A 76 ACTUP1.31T STlWI WT-GA STD CAVITY FROM FLOOR TO UNDERSIDE OF STRUCTURAL OEM I3 DECK TYP. NON - RATED WALL TYP. NON - RATED WALL W/ SOUND ATTENUATION NON - RATED WALL AT TUB NON - RATED WALL AT TUB W/ SOUND ATTENUATION TU';6SW) r' A 165TUOI 3 61.S f}S'BSTWI - r.tlA',b5N01 rNO1LYAL TT(}sasTlD)6rATM: 7 1A'iLSTUD) r NOMINAL � naan-vssnD) r� CANTPNOIISAW N2.}5USTICAL r� CONiC.LOUB ACOUSTICAL 1 I SEALANT ffYP BOTH SDESI - - - -. - OF 9AB SEE FMSH - SEALANT (TVP SON SDEs, ._ -_ LMIlEA50E O SUB SEE FILRH SOFE➢ILE FOR FLASHES LDViNLOUS ACOUSTICAL SIDES) ( � �_ SEALANTITVP BOTH SC UNLffPG'OE OF STAB SEE FINISH CCNTNLOUSA000SrrA = SEALANT (TYP SOAR SIDES, YP - -R IIIOERSIDE SCHEDULE FOR FISHES OXIDE) SYPSV BOARD i0 E11END GG1;SYLI BOARD TO 1LYDFRSTE O S/WICTURAL 3EG SCHEDULE FOR FN M EKTEPA 13 BOARD TO UNDE)SDE OF SLAB SEE FLUSH SCHEDULE FOR FLSSHES R'ErA 4YPSYM BOARD i0 - UNDEEDEOIlluC1UAALDEG WIEiEAPPLUELE IEACPLENUM JNDERBDEICBLEGE LKOERSDF O STRUCTURAL OC1. WHERE AMCAM HE AL PLE UU AREAS. SEEU P 3RAWACS, Ar PLENUM TREAE RENUU IYIERE AFRIC4BLE','E AC RENIM AREAS SEE UEP DPALTNGSI FlVISH CEIUNG'WHERE APPLICANE SEEAPPIM OIEAC AREAS' DPNTNCSI AREAS SEES OFLAAUIS FINISH CEWYG WHEREAPPUCABLE SEE REFLECTED CE41NO PUN FINISH CEILING INHERE APPLICABLE FINISH CEILIG WHERE APPLICABLE SEE REFLECTED CEILING RAN -- GAUANIZEDSTffI RUNNER EEE REFLECTED CE1LIA PLAY SEE REFLECTED CEUNG RAN GALVANIZEDSTEELRUW"ER SOLL+D ATT[NUATDNMNEHAI V.D0. G LVANffDSTEELRIIdgR GALVANMST� RUNNER �. BATT NSUUTON FILL MIXNESS O SDAD ATLENWTION BATT NSLATIOJ FULL STD CAVITY FROM FLOOR TO 1100ffi9 O SilD GVRY iROM BOOR TO MEASOEGFSTRJCTIPAL 3ECA JNDEPSOEO5IRUWTURLL DECK AS 5F47.HON STEEL STUDS @ IT GALv0.Y'¢p S Siff1 STIES @ IT 3ea4ZEDO GALVAVZEO STEEL STUDS C F OR 2T MILK 0 C �STU OC CALVAMZEDSTDS@ITOR2n•MIL( OR2n•ILu SrST GIPM WARD BOARE 5'P GASOATBAC STGYPSLWBOARD --. - _ ST GLASS -VAT BACKER BOARD - - Sa fATBACIER 60AR➢ 5T GYPSM BOARD STMOISTIAE RESBTA!RBOW AT BATH SOE rABLEBEAL rs LESEAL NnESA rs Sa^ UO:STORE RESISTANT BOARD AT BAN SIDE UDN V4Er ARW) GALVA'UZFDSIEEL FLOOR TRACK GAIVANUiED51Efl FLOOD TTLAIX INON.LYE AREASI GALVANZED STEEL FLOOR TRACT( GALVANZDSSTEEL FLOOR 'RACK F BASE BON SIDES AHEFE APRIG 40&ESEALANT'S0 - NElES_EAlAHT 150BLE BASE. BON SEES WHERE APPLICABLE ISFE FORS, SDEDILE FOR RXSPES'. B mm U MIWILIER RESST0.N BACKER CENT - e^c 12Pr1YUTER RESISTANT BACPER'JNIT Fl .SEE .NISH SCHEDULE FOR FlNUS --S� OR MORTARRINB WIN BACKER LINT OR MORTAR PLJ'J WTTH BALER LINT FLOOR RNSNFLOORISEEFIUSHSCNEDMEI TILEFLOORIMOSEE TART15prEpWEi FINISHUSH PUSH TILE FLOOR (SEE FINISH SCHEDJLEI . __.... FLOORTIPOF (SEE FISH SCHEDULE LF7'113F1LO11S1A1 WIRE WIRE UNFORCED MORTAR BED ::'-,-WVE REINFORCED MONTH BED �_ - �C16DMlOV IE1IBRAYEt0,mm 10M �_--- OYIOVEFLOD PAronIDW'. - - UPTURN 6 ABOVE FLOOD PONT TOP OF FLOOR SLAB UPTJA FLOOD FONT 1 - R LIP IF _ TOP FLOOR LAB COYTDAOLS ALOUSTf/L SEALANT TYP BON SOES. 1 SLOPED FILL AT IX PER FOOT TO DRAIN SLO'ED'LLUAT 1.1 PER FOOT TC OAARN SEALANT (TYP BOTH STIES) COYHNUOU9 ACOUSTICAL CONTWLOUSAWUiSHOLL SEALANT ITYP BOTH SIXES) SEALANT (TYP BOTH SIDES) �] r hO'&:NAL!Te•ACTUAL ITSiUDI PPIIC& rJON RATED rtnl_ ITN SOUND ATTENUATION LIBERAL VAO BAP WT-3A SA CALT'YFRONR R70 WDER90EO r AOIONAL 7 tA• FDTIIAL IT STUD! TT y5 rEyRNaIAI.,,u'ACTWL(T ETIDI WT-J ThONGlAI-A7T ADTULL,3ST STUO STRUCUONFLDLTNOpE58O SiRlW1UAAl DECK VV I-4 gAOLLNAI-AnT /L'lUl(15T 57U0 ��T WT"7A SrOY?IAL-A75'ACN4L I35'i 5TU0I TYP. NON -RATED WALL W/ SOUND ATTENUATION TYP. NON - RATED WALL MOISTURE RESISTANT NON - RATED WALL AT SHOWER NON • RATED WALL AT SHOWER W/ SOUND ATTENUATION MOISTURE RESISTANT 8`2 112TSNO Tlht?SND, 512.125TUD. NOTES. ` 'NI , W SPACEBEWYEEN 7'— WI I if SP/dEBET1YEDl - lT 11N' SPACE BETWEEN - CONRWIOUSFRESTOPPIlG SEALANT � ---. - -__- - CON1aLIOJS FLRESTOP-+AG SEALANT �' -.--_ _-.-_ - CONTINUOUS FtRESTOPPR:G :FAAlAN1 1 SEE MC DRAWINGS FOR EXTENT OF PLENUM ARFJL9 EXTEND GYPSUM BOARD TO lAQ1EFfSiOE (iV'P BOTH sots (TYP BON SDE51 fTry BOTH $ILFBI OF STRUCTURAL DECK ( E UNDERSIDE OF SLAB ME FINSH UNDERISZE OF SUB SEE PUSH U.ANMME .SUB SEEFMSH 2. ALL DEW4I ANG PARTITIONS BETWEEN, UNITS AND TENANTS. UNITS, TENANTS AND PUBLIC DIA SCMEE FOR FUSES SCIFOLLE FOR PUBES SCHEDULE SC EDFOR FINISHES SPACES SHALLMNNTAMAMIIIMUM SOUND TRANSMISSION CLIl431ST.C.I RATING OF SD EXTEND GYPSYM BOARD >D _ EXTEND GYPSYM BOARD TO -. -_-.-. EXTEND GYPSYM BOARD TO S T.C.. SPECIFIED HERE. UNDERSIDE OF ITRUCTIMI CEIX --T--- UNDERSIDE O STRUCMIAL Oa _ �— LNDEPSDE O STRUCTURAL DEG AIEIEAPkrABLE IE AC PLEYULI WHERE APPLICABLE iE AC PLEUXIN IYHEREAPRIDIBLE;'E A'C PLENIAJ 3. PROVIDE GLASS MAT BACKER BOARD FOR AREAS TO RECEIVE CERA►UC AND I OR MARBLE AREAS. SEE MEP GRAVLYGS) AfE/5. SEEMED ]RA:AIVGS E LI 3UA7PPLICABLE AAE3 Sff MEP ORAWIAS; BE U TILE -SEE FLOOR PLAN. FINISH SCHIEDULE B INTERIOR ELEVATIOASAND INTERIOR DESIGN FISH LELNO VIEIE 4PPLIDAHIE AREASINISH AREASUSH WNEUU6S,RE GBL DRAWINGS. PROVIDE GLASS MAT BAC2IER BOARD IN ADDITION TO RATED WALLS TO RECEIVE SEE REFIECIEO CEWNG RAN - SEE REFLECTED CEILIG RAN SEE REF EEM CEILING RAN CERAMIC ANMOR MARBLE TILE IN ORDER TO MAINTAIN WALL RATING ASSEMBLY ---- GALVANIZED STEEL RUNNERS GALVANIZED STEEL RLLYViRS GKV0.N� STEEL RIyYNER$ SOUND ATTENUATION UINERAL NM BATT ISULATION FULL SOLHDATTENJATUMMUEAA. YAKTL BATT IMSUUTON FULL SOUND ATTENUATION MURAL VILLA BATT LNSLIATON FILL A. GALVANIZED STEEL STUDS SRRALL BE 25 GA MINIMUM. MAXIMUM HEIGHT ALLOWED SHALL BE A ^ WCKNIESS OF STUDCAVITY FROM FLOOR TD J+ORSIDE Ofn -. STUD ROM FLOOR TO UNDERSIDE OFL/'�_'� - DCCk'CSS OFSTUDO rMMFROI FLOOR TO LRAE� OF PER MANUFACTURERS TABLE DEG S DECKCAV'ITV / - 5. STEEL STUDS WALL HUNG MOIVES SHALL R DOUBLED OR NOT NO/IENT OF EQUAL TO 0864 GALVANIZED STEEL STUD ON SEPA.RATERDWS ,T OR 2A• ® GALVAN�D STEEL STUD ON SEPARATE RDAS Q IF OR 2C GALVMUZED STEEL STUD ON SEPARATE RGAS @ iT OR Id' I EFFECTIVE IPIFAl7A IN. 20 GAUGE WT E LESS THAN 20 GAL1tiE WfTH A MINNAUM EFPECTNE MAX 0 C A,' }LP SPACE BETWEEEN OM SEPARATE TRACKS 7 _ 1 y MAY. 0 C YU 111' SPACESEili'EEEN ON SEPARATETRAGS 7 1 „� . MAIL 0 C WI I1f SPACE BEMI EE! ON SEPARATE TRACKS 7 (36U MAX PER F.B.C. 2517 5.1 A RUNNERS VACEALON'G SALE RON OF STUDS) IULNAERS IBRACE ALGA SALE I= O STUWSI "HERS @RACE ALONG SAME ROW O STUDS) B. PROVIDE FIRE BLOCKING AT RATED WALLS AS REWIRED BY CURRENT F.B.C. AND SS GYPSUM MID ST GYP31N BOARD - _-: --.-_ - ST MOSTIHE RESISTANT BOARD AT BATH SDE MANUFACTURER RECOMMENDATIONS (NArlWETAREAS) _ GALVANIZED STEEP FLOOR TRACKS GALVANIZEDSTEEL FLOOR 90M GALVANFn STEEL FLOOR TRACKS 7. FIRE RESISTANCE RATEDASSEMBLIES TO COMPLYWTTH MINERAL FWR REQUIREMENTS OF BASE BOTH SIDES VIBE APPLICABLE BASE BON SIDES INHERE APPLICABLE M R BISE WHERE APPLICABLE ASSEMBLY (SEE FN741 SCHEME FOR FNSHESI (SEE FAM SCHEDULE FIR FUME ES• (SEE FINISH SDICUU FOR FIVS IS TIRO RJR SUB TOP OF FLOOR SLAB - TOP OF FLOOR SLAB B. SEE FLOOR PLANS AND STRUCTURAL DRAWINGS FOR STUDS AND STRUCTURAL WALLS OWENSIONS. FXV FLOOR SEE FINISH SCHEDULE) , R1114 FLOOR SEE 11N1111 SOOMII FLUSH IRDOR (SEE FINISH SDEOLE, B. SEE FINISH SCHEDULE B EXTERIOR ELEVATIONS FOR WALL FINISHES C TNI—FRESTOPPPC.SF.AKAN' - _-- --_ CONIWUOJSFIRESTOPPA,SEAIA.N CONTINUOUS FIRESTOPP\G SEALANT 10, SEE INSULATION SCHEDULE& ENERGY CALCULATIONS FOR INSULATION TYPE AND'R' (IMP BON SIXES'. RYP BOTH SIXES) 1'YP EON SAS) VALUES. BUILDING REVIEW WT-5 APPROVED I.NARANJO o Artdirnnomic R -Job Copy WT-5 11 /03/2020 2:06:12 PM 7131r2020WDOUBLE STUD. NON -RATED WALL DOUBLE STUD. NON -RATED WALL DOUBLE STUD. MOISTURE RESISTANT B 5 4 3 2 1 revuelta 0 N9 blol Ned rvYL�raaGttasuAFAAvn aP_�A SNitO D .aWaU.R.F�sRt sA F__ Pr-*d C B 1760 NE LLC 4�OF.FLo 9vJ9O HEVyEKV9 y aRlbF TR- Pc �4 aED A��a LLUIS O. Revuetta A ARA007B72 PERAM(T SET oate 118121= Scale AS SHOWN N. PM 2019 shwm— MALL TYPES Sheet Na A-901 5 3 2 D C C121 IOME11M VESEE RAN MI D0@3GY VARES SEE RAN A'MIVARF$SEE RAN I CONmAaS ACOUSTICAL ' SEALANT ('1P ItO1NSIDES, -- - F - - -_ UNDERSIDE OF SEE Try ( ( SC1ffDUlE FOR F70SIESFINSH UNDERSIDE B SLAB SEE FMSH UNUERi EOF SUB SEE FINISH U.DERSDE OF SLAB SEE FMSH EXTEND GYPSM BOARD TO SCHEDULE FOR FINISHES SCHEDULE FOR FINISHES �; SCHEDULE FOR FINISHES _ UNERSTE OF STRUCTURAL IffIX EITEK3GYPSYMBOA.RDTO -.___— DrEDGTPSYYSOARDTO - -- EXTEND GYPSUM BOARD TO WHERE APPLICABLE,E A'C REAUI U DERME OF STRUCTURAL DECK NVERME OF STRUCTURAL DECK UNDERSIDE OF STRUCTURAL 0-CA AREAS. SEED 3RAATMOS! WHERE APPUCASLE JE AS PLENUM WHERE APPLICABLE iE AX PLENUM WHERE APPUCBLE TIE AD PLEIGN FUTPM CEILING ATERE MPUCABLE AREAS SEE MR 3RAA740) AREAS. SEE MB OWWYD51 AREAS SEE REP DRAWNGSI SEE REFLECTED CEILING PLAN FINISH CEUNG ANEE APPJCABLE FINISH CEJNG MERE APPUCABLE FINIS, CE" ANERE APPUCABLE GALVAN®STEELRNrR SEE REFLECTED CELNG PAY SEE REFLECTED CELLED RAN SEE REFLECTED CEILING PUN GALVANOMEO STEEL RUNNER - GALVA`UTED SIEB RUN'YER GALVANIZED STEEL RUMBLER - STGYPSUM BOARD _ -, STGTPSW BOARD ST MOISTURE RESSTANT ROM AT BATH AREAS _ ROKr.Er4REnsl --- SOUND A7TMATEM MINERAL MCI BAT* IN5URATIDN FILL -- - _ it?GYVAA®sTEEl STUDS ®'s OR iT UAX.ac TICCK ESS OF STUD CAVITYFROM FLOOR TO UNDERSIDE C is ST BOARD - STWURAL DECK DRESSATBACIER f i' COW DRESS EW EW SUBSTRATE SEE FLOOR PLAN BUILD SUBSTRATE SEE FLOOR PLAN�' CAULKING TYP BUILDING SUBSTRATE SEE FLOOR RAN 2' 7 GALVAN®STEEEL STUDS ® IT OR 2A' MAX 0 C 217 GALVANODEDSTEEL STUDS 0160R 24- LPX 0 C 217 GALVANVED STEEL STIRS ® IT OR 24' MAX 0 C GNVAYUED STEEL FLOOR TRACK GALV44MD STEEL FLOOR TRAD( GALVAMIED STEEL FLOOR TRAOI EASE BOTH SIDES 0M APPUCABLE BASE BOTH SAS &ERE APPLICABLE ,SEE Fp1IDI SCHEME FOR RYBSES', (SEE FDLmI SCHEDULE FOR RVSHESI (SEE FMJSH SCHEDULE FOR RYI41ESE \ TO TOP OF FLOOR SLAB TOP OF FLOOR SAB TOP OF FLOOR SLAB ` CONT SEALANT FrIUSH FLOOR (SEE FNBI SCHEDULE FMH FLOOR (SEE FINISH SDtMUI ',, RVSH FLOOR ISEE FNSH SCHEDULE TY' SILWYGSL%TRATE SEE FLOOR RAND WT- 6 WT 6A WT- 66 0; &E WT-6C S�OCANIT1 �FID�AU SM DTH[CINESS ECK NON - RATED CHASE WALL NON - RATED CHASE WALL WI SOUND ATTENUATION NON - RATED CHASE WALL MOISTURE RESISTANT NON - RATED FURRING/CHASE ATTUB AT CMU OR CONCRETE. PNN DLMENNOI YAR_ES SEE PLAN 71KN 3.t85(0.Y YPAE95EERAY ? CO!LNRUOUS ACOUSTICAL OU VARIES SEE RAY - SEALANT (TYP BOTH MESI __ - SEALUR b BPDI®1 RID m NOBRSOEOFSABSEEFUBMH SCHEDULE FOR INS ES UNDERSIDE OF SLAB SEE NJBN IMDERSDE OF STAB SEEFlW$H -- EXTEND alp" BOARD TO SCHEDULE FOR FDBSHES _ -GLA➢.YO SILL IYP $CHEDLLE FOR FNS 4"cSiDERSM ILN(IF STRUCTURAL DECK VJXEIE PPRICABLE HE AC RENNM -_.__ arEFD GYPSYM BOARD TO UNDERSIDE OF STRUCTURAL DECK ST SMOOTH STUCCO FlNSH METE 4PPUU&E. AREAS. SEE MB WRAW?.M'; WHERE APPLICABLE �,E AC PLENUM SEE PLANS ELEVATORS FMSH CE M WHERE APKCABLL AREAS. SEE W DRIMM; SEE RERK-M CELND RAN FINISH CEIUKG MERE APRRA&E FNNISH CEMD WNERE APRK•A U GYV0.YIFD STEEL RXUL'E.R REFLECTED CEILING RAN ---ATTDLNROV BAR P67LAT�FIA1 THdiD>ESS _ C41VXVMSMRLMS _ - GALVANIZED STEEL RU#.Di FNSI SCHEDULE FOR FTZMi .. OF SRD CAVITY FROM FLOUT TO ST GYPSUM EDAM £T GYPSUM BOAR UNI7ERMZ O' S'RUCTJUF DEC AS ShOAN ON RAYS - -, .- __.__ _- ... - _ __ _ _. 3T WMUVETOO9X HMMWALJONTS. VIY.� GALV0.YIEO STEEL SILOS ®TT Ni 2F No 0 C D ES C SCUD CAVR1' FRQI OELLAT6V FLLAB _ TI 57SC GYRE F�IM FJLL FLEE MAT EXPOSED BLOCK 1ZU1.9 ST QAS&MAI SACKER BOARD FLOOR T SEE 0 ft00R TO UNDERSIDE SLAB SEE IN$LBATOY SCHEOAE - FLOOR T UMIUMN BOOR TO U"DERS'➢E SILL SEE UBlLA710Y SC1fDULE W.L LYXEIEAPRYABLEiSEE RAYSAAID KEVERANE, TY DL@UO,JDAAXIEO W4LEPPRKb)FP.G tFdSEPME. TYP GLA21W SYSTEMffE FLOOR FLAN - _ GALdL 1111EM SEE FLOOR PLOY FINISH SCHEDULE FOR FYCSI� CONCRETE BLOC{ GALWAN® STEEL FLOOR TRACK ' ST OR 2IT GALVANBEDSTEEL SNIDE ® It- OR 2C I-ST OR 2IT GALVANIZED STEEL SNOS ® IT OR X __ N6ffiESE0.lANT Im MAX 0 C - UAK 0 C r� ----- -- b�I2m WA ERRSF aTAH eADER ------- GMAN IEDSTES.FLOM TRACT - GLLVAMMDSTEEL FLOOR TRAD, INTERIOR EXTERIOR UNT OR MORTAR PLU B WITH MIXER UNIT BASE BOTH SIDES AHERE APPLICABLE BASE BOM SOILS WHERE APRIGBLE FINSH THE ROO (SEE FINISH SCIEOLE Am gEC1EORCED MORTAR BED LSE FINISH S2EDILE FOR FrGS.ESI TOP OF FLOOR SLAB ISEE FINISH SCEDULE FOR RNSEBI TOP OF FLOOR SLAB TOP OF FLOIyt $LAB - WLoauov I D� (uHm FINISH FLOOR ISEE FU$HSCHEDILE) FNSH0.WR(SEE FCTi1H SCNEWIEI 7 UIPTU!" TASCYE FLOOD POUR 1 TOPOF FLOOR SLAB 3'P RECESS ATALLETEROR WALLS - SLOPED FLL AT IN' PER FOOT TO DRAW (SEE PLANS) (- - BUBDNG SUBSTRATE CONTNU10113 ACOUSDGAL SEE FLOOR PLAN SEALANT 17YP BOTH SIDES) SW GLAS"ATMOER BOARD ATS DYER 140.LLS SEEflpSH $p EWLE WT 6D SbM'D ATTENUATION BAR USULATON WXERE GRAPHCALY INDCATED O. P WT-6 E WT-67 WT-7 NON -RATED FURR-OUT WALL AT SHOWER AT CMU OR CONCRETE NON RATED - FULL HEIGHT SPANDRELL WALL NON RATED -SILL HEIGHT SPANDRELL WALL TYP. NON - RATED CMU WALL Wl INSULATION (@ EXTERIOR OR PARTY WALL) WI TERMAL INSULATION Wl TERMAL INSULATION UM VARIES SEE RAY 03I YARLESSEE RAN ON 14RII S E RAY NOTES- 1 SEE AFC DRAWINGS FOR EXTENT OF PLENUM AREAS EXTEND GYPSUM BOARD TO UNDERSIDE OF STRUCTURAL DECK. U!®5DE OF SLAB ISEE MEN J!D9mJE OF SLAB MEFR'}Y, IUOERSOE OF SLAB,SEE FINISH SOEDLLE FOR F LGESI SCHEDULE FOR FINISHES] 2. ALL DEMISING PARTITIONS BETWEEN. UNITS AND TENANTS. UNITS. TENANTS AND PUBLIC SCHEDULE FOR FNISHESI SPACES SHALL MAINTAIN A MINIMUM SOUND TRANS►4SS{ON MASS (S.T.C.I RATING OF 50 ST SMOODHSNCf.0 FIKLMH AMEXI%AFPUCASIE SB'SWOTH STUCCO FlNS]�6THEFEAPRiLABIE ST SMOOTH STUCCO FLASH tVCREAIRIGELE S. T.C.. SPEW. HERE SEE BANS b ELEVATIONS SEE RAYS b ELEVATX)Y5 SEE PLANS ELEVATIONS 3, PR OVIOE (BASS MAT BACKER BOARD FOR AREAS TO RECEIVE CERAMIC AND I OR MARBLE . FB^1gHffLUDW1EAE APRitABE _ FN•S!1 [SLING YMEREAPRXABIE FA1SHM-ONGWTEREAPPLCASE TILE - SEE FLOOR PLAN. FINISH SCHEDULE & INTERIOR E7.EVATIONSAND INTERIOR DESIGN ISEE REFLECTEDCEBNG RAYANC (SEE REFLECTED CLING PLMJAND ISEE RERECIEDCEILING PLANAND DRAWNW FRIOIADE GLASS MAT BACKER BOARD IN ADDITION TO RATED WALLS TO RECEIVE FINISH SCXEDILE FOR FMMI RASH SCHEDULE FOR FMSHES FWS H SCHEDULE FOR RIBSHES; CERAMIC ANDiOR MARBLE TEE IN ORDER TO MAINTAIN WALL RATING ASSEMBLY bT COYCAVE TOTED HOIZOWALJINRS -.-._.-.__ SEE RANSANDFNSHSCIEDULE SEERANSANDRMSHSOEOILE BE 2S CJK MINIMUM, MAXIMUM HEtGM ALL SHALL BE d. GALVAND7NUFACURERS TYP AT ALL EXPOSED) BLOCK WALLS FOR FlFQTIffi FOR FMSES TAME PER MANUFACTURERS TABLE ' WEREAPPLCAW (SEE PIANSAtD - FINISH SCHEDULE FOR FPUSHESI 5. STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLED OR NOT LESS THAN 20 GAUGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EQUAL TO 0.950 IN. CONCRETE BLOCKS CONCRETE WALL CONCRETE WALL (360 Mtd) PER F.B.C. 2517.5.I A _77-T J f 8. PROVIDE FIRE BLOCKING AT RATED WALLSAS �WItED BY CURRENT F.B.C. AND MANUFACTURM A ECOM MENDATIONS. LOOSE MASONRY FILL 7 FlRE RESISTANCE RATED ASSEMBLIES TO WMRV WITH MINERAL FIBER REOILREMENTS OF ASSEMBLY 'OP OF ROOK SUB LOP OiFLWRSLAB TOP OF ROTA SUB B. SEE FLOOR PLANS AND STRUCTURAL DRAWINGS FOR STUDS AMID STRUCTURAL WALLS DIMENSIONS. 1<'AECES EC�AT4LL EKIEPoOR t7ALL5 3A'RECESS pTAL EXTERIOR WADS 38'RECE55 AT ALL EXTERN WALLS 9 SEE FINISH SCHEDULE A, EXTERIOR ELEVATIONS FOR WALL FtMSHES ISEE Si (SEE PLANS, SEEPLASSI 10, SEE NSULATION SCHEDULE & ENERGY CALCULATIONS FOR INSULATION TYPE AND'W VALUES. QA7° WT-7 GC TOPROIDEOASSA 78A BUILDING REVIEW J TYP. NON - RATED CONCRETE WALL V TYP. -1HR RATED CONCRETE WALL APPROVED I. NARANJO M I.r2m 1 M9119552RATED CMU WALL 11 /03/2020 2:06:30 PM 5 4 A 11 I' ,\A elta enctutecti_n,iSt irT�rrTatmrTal GHQ. crd 0 MP,I'A.R 3it3i F aos2vn.�o PIOhRt C a ON—, I famMum 1760 NE LLC tE OF_ PG O� .V So REVOEY99 iRInIN'_ `YWED AL�'� LWe O. 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INDICATED OR 6PEOFM S CONTRARY TO OR CONFLICTS WITH LOCAL Of{flPWVCEB BIROING CODES AND REGULATIONS B SHOP DRAWNOS CONTRACTOR SHALL RiAi M THE ENGNM THE CONTRACTOR SHALL REPORT N WRITM TO THE WITH SHOP DPAW24M OF EOUPMEVT PRIOR TO PL4HASE AACUIIErTA34GNEE , BEFORE SISAWTRAO A BD THE FOR APPROVAL ARG IIECT/BNt$NEER WILL THEN SSE QNSIR1C710NS AS TO Z AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL ROW TO PROCEED (HIVE THE OWNER AN AS -&LILT SET OF REPRODUCIBLE SEPIAS I THE OPAY42-M ARE TO BE CONSIDERED CAGRAMWMTIG NOT SHOWING THE EXACT LOCATION OF ALL NSTALLATCNS NECESSARILY SHOWING N DETAIL OR TO SALE ALL OF THE MINOR ITEMS UNLESS SPECIFIC DWONSON9 ARE SOWN THE tU RAaABM CONTRACTOR SHALL PRESSLE TEST ALL PIPING AS STRUCTURAL AR17I1T8 T.1RAL AND SITE CONDITXNS SHALL REQUIRED ED BY CODE TEST SHALL BE WITNESSED MID APPROVED GOVERN THE EXACT LOCATIONS CONTRACTOR SHALL FOLLOW BY PROPER AUTHORITIES DRAWINGS N LAYING OUT WOK CHECK DRAVA43S OF ALL 1P THE PUAMMENG CONTRACTOR SHALL WARRANT ALL TRADES TO VERIFY SPACES N WHICH WOK WILL BE INSTALLED AND MAINTAIN MAX" HEAD ROOM AND SPACE CONDITION WORIQCMISIP AND MATERIALS FOR ONE YEAR FFOA THE DATE AT ALL POINTS WHERE HEAD ROOM OR SPACE COID90M OF FINAL, WORK ACCEPTANCE BY OWNE3U ANY BREAKDOWN APPEAR INAO ATE ARCHITECT/ ENGINEER SHALL BE OCCURRING N FAST YEAR SHALL BE REPAIRED AT NO EXPENSE NDIaED BEFORE PROCEEDING WTH INSTALLATION. THIS M THE OV0 ER CONTRACTOR SHAl. WRHOUT EXTRA CAiOE. MAKE FIELD A PR04X BATFNOOM FVrU ES AS SPECIFIED OR AS SELECTED BY OWNER MODIFICATION N LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WOW OF VARIOUS TRADES OR FOR ROPER EXECUTION 14 PROVIDE SHUTOFF VALVE FOR EACH FXT FE OF THE WORK. S WHEREVER NOT SMI M METALS ARE TO BE JOINED A DIELECTRIC a EXAMINE ALL ORWOM CAREFULLY PROR TO SUBMITTING A BD FITTING SHALL BE PROVIDED M CONE -CT BOTH TYPES OF PPM CONTRACTOR WILL BE RECTUM TO FlYMNI44 WALL AND/OR III PLUhdM CONTRACTOR SHALL PROVIDE AA O CI DRT IONIM CONNECT WITH APPROPRIATE SERVICES ALL PLUMBN13 ITEMS OO MSATE DRAIN AND TRAP. SEE AR CONDITIONING PLANS SOWN ON ANY OF THE AAC RECTU AL AIR OON DIIOM14 ELECTRICAL WITHOUT ADDITIONAL FOR LOCATION OF UNITS AND DRAINS DFBSE TO THEOWNER. F DIISC EPANCOEB . CONFLICTS.V.. ALL SANITARY F117NG9 SAL BE DORECTONAL TYPE INTERFERENCE OR OMISSIONS OCOU R BETWEEN DRAWINGS INNG WRITHE ARCHITECT/ ENGINEER IN AMPLE TAME 1 fl MATERIALS TO PERMIT REVISIONS BEFORE THE BOB ARE SLSMITfED. A COLD WATER PPNG DOWNSTREAM OF WATER AFTER SHALL BE TYPE'V COPPER BR30W GROUND AMID TYPE LT COPPER ABOVE GROUND. 4 INSTALL MATERIALS MID EQUIPMENT N A MEAT AND FIRST a COLD WATER PIES INSOE GF SLAB SHALL BE TYPE W SOFT COPPER CLASS WORKMANLIKE MANNER THE OWNER RESERVES THE INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB R(IM TO DIRECTT REMOVAL AND REPLACEMENT OF ITEMS WNCIK C SANITARY WASTE AND VENT 4-0 AND SMALLER SHALL BE RING SCHEDULE 40 N HIS OFINI A DO NOT PRESENT A MEAT AM WOROAAn D STORM LOSS INSIDE BULDNG SHALL BE RVG SCHEDULE 40 APPEARANCE. REMOVAL AND REPLACEMENT S TO BE DONE IM MSMTELY WHEN DIRECTED BY THE OWNER N WRITING, AT E. N COASTAL AREAS ALL SANITARY AND STORM PPNG OUTSIDE OF BLDNA THE SOLE EXPENSE OF CONTRACTOR SHALL IRE SCHEDULE 4G PVC F. OONDBNSATE DRAIN PPE SAL BE SCHEDULE 401 PVC PPE MID FfTTNM S START OF WOK BY CONTRACTOR SHALL 13E CONSIDERED AS ACCEPTANCE BY HAG OF ALL CLAMS OR Ol.ENTIONS AS TO Q WATER HEATER REEF AND ORAN LINE SHALL BE TYPE' COPPER MIN 34 DA SUITABILITY OF THE WOK OF OTHER TRACES OR OTHER S ALL CIELM PENErRATCNB JOONM 8 CRACKS SHALL BE CAUUQM GASQ-7M CONTRACTORS TO fE(EVE FOS WORK THIS CONTRACTOR WEATHER BTOR OTHERWISE SEALED TO AVOID ADDITIONAL CONDTIONED SHALL MOW AND RIPURCE AT FMB ETPONWL ALL. PLUMIS A AN TO DID INTO ATTIC SPACE AS PER FBC 4081 WORK WHICH MAY HAVE TO BE R91IA/® BECAUSE CO NTHE WITH OTHER TRADES 2A PROVIDE SLEEVE OR PPE PROTLR`.TTPRNI AS PER SECTION 305 OF RTC 20I4 B THIS CONTRACTOR SILL OBTAIN AND PAY ALL I148A1AT M FEES PERMITS , ASSOCIATION DUES ROYALTIES AND TAXES OF WHATEVER NATUME SHALL APPLY TO THIS WORK HE SHALL ALSO PAD ALL THE INSPECTION FEES AS MAY REIXBED BY LAW CA ORDNANCE AND SHALL IMP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARSNG FROM ANY VIOLATION OF LAVA HEAVY DULY 9 x B ACCESS COVER N TOP OF PAW3 \ I / AND FRAME w1di.1KWLI-Im. `m CLEAN OUT EXTENSON PPE SAME SIZE AS BUILDING SEWER OR DRANK AND 9 MAXIMUM EXTERIOR CLEAN OUT DETAIL DRAIN OR SEWER ) fie C,u DWwtmKntefR�mlatoty AudRmonamic R -Job CWY l 4 184E - UW2020 I I M:54 AM 1P-0d >k07-27-20-pdf Date -rum S4mp II2>is • T ntde sump i1➢a� GanzakzW2912M l:d6:25IPMA nRS Apptmved B a 3 4 SEPTIC SYSTEM DATA ESTMATED SEND FLON AS PER 64E-6.006 TABU #1 (RFSIOENCIAL) LIVING AREA OF RESEENCE LINDER A/C ---- —------ —------ —Z100 SO FT FAST 3.300 SO fT—_--_—_—______—______—_______ 400 GPD FOR EACH ADDITIONAL 750 SO FT OR ANY ADDITIONAL BEDROOM ----- 0 GPD AFTER 4 BEDROai. IWOMASED 60 fPD, NHICHEVFR 6 GREATER AVERAGE FLOW — __--__------ — ------ _- 400 GIRD SFPM SYSIEH= 11 DFU—___—_—_________—_tp0D% SEPITc sY/SIFT /1 (11 DFU) REGJIASD ODRA74FlEID +�IINOBSfRII� CIED�A 756 SO FT PROVIDE ARC 24 CHAAM WITH 15 SO FT ABSORgON / CHAMBER TOTAL OF (34) 1*-11• X 5'-0• DIAMBERS 500 GPD ((� CAL SEPTIC TANK CAPADIY') SITE NOTES THERE ARE NO PELMET FEATURES ON ADJACENT PROPERTIES ARID ACROSS THE STREET THAT MAY AFFECT THE SYSU NSTALlAT10N. NO PARE OF THE SEPTIC DRAK4 E AREAS ARE WREN 100' FRWI ANY BODY OF FRESH WATER PROVIDE A MIN. 5' SEPARATION FROM DRANFlELD AND/OR PROTECTIVE SLEEVE MR WATER MNN AS PER F.P.C. 603.2 MESH FENF. I T I I I RAN WO OPENING FOR T8' ALL Cl FRAME A COVER AROUND TRAFFIC LID T THaK HM a 90C 16 ALL AROl1M0 2-0 ALL 2/9L L Tt rd70 XEO 1fi00 1850 2D00 IN 6-0 6-0 D 4 GO 6-0 63 4 F1 3 f 2 - revue��te ^.e•^c., �r e Miom sc��oyo, cn��a 0 zsso sw1 . . ems A. 0 y 0 5000 N' PROPERTY LATE ', � Bosvo saso —� Project SOL + UNDBSIRUCIm I I AREA = 750 SO FT TEST 02 I , I W I- I Z `I W - - - _ L---------1 h /E' _ - I I, N = 0 sa I ; W TEST 01 I � W 0 o= i Z r N +`D�� C I •`I � Ii l I: I c I- I „ % I RaMeiona B.D.0 03-I8-2020 I � I cu I I op + -_ my - 900 GAL SEPTIC TAN( W PROPERTY LINE WATER METER Rolando PLUMING REVIEW Maqueira APPROVED M.MAssAN 08/31/202012:29:01 SITE PLAN -PLUMBING 0Nc=U5o=A1AWE�BA FNGINFf PoNG CONSJITANTS ou=A0�410p000001 I0)3aFB0a SCALE ve• = 1'-0' m� oa4sF. r�=Bow�m ogre zom6724 izn49oaao N A OMnm MUormatlon 1760 NE LLC canaa�M Mtagaeira Engineering at- ConauhaMa ca rXXDee RolanEa Nmumn. 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DOM - EMBLEM AND _ RATNG PLATE ELECTRICAL AL ACCESS PANELS VALVE oaaEc 1aNL HOT WATER HEATER DETAIL E.W.H LOCJOJVAR MODEL KTA000 W/ 55 pat STORAGE TANG DUAL NONC NT 4&W ElEMH4TS AT STD 240 VOLTS 72 pad Ut Hr DRAW 6 21 GF% O 9009p RISE W/ OW DOM FACTOR ROu.ED LEAD FLASHING SET ■ DOWN NTO ME PLIDABFA VENT STACK W OID-m APPLY EtASTXilM ROOFERS MEW 'AT EDGES OF ROOFING Me1lBRANE RX,W SET N E ASn" ROOFERS /-CREINT - FRBE RANGE BEFORE Sr CELOTD( T wo-R r snu*NG AS SPECIFIED CELOTDI ROOF W561RAN6 NOB / 1 SHEET LEAD k0MIL A OF 2-V2 LEIS PER SOUAM FOOT. V.T.R./PIPE FLASHING DETAIL NTs FIXTURE CONNECTION SCHEDULE RE1,1 AM 6 SOIL (AS PER TABLE 7040 WATER [AS PER TABLE MW COLD HOT WATER CLOSET 3' V2' - - TUB 2 V? V? LAVATORY I-V4' 117 V? KITCHEN SINK I-V? V? to CLoR$S WABSR 2 V2' V2' HOSE BIB -- V? -- SHOWER 2' V? I V? BST ? V? V? DISHWASHER NDB PROVE ANII SCALD VALVE O EACH 0 24' X 24' SECTION 2• RVC. FA6BffD GRADE. CONDENSATE FROM AHU D TON MAX 3 3 IN v 8/4• WASFfrD ROCK .. DRY WELL DETAIL PITS. PERFORATED /VENT CAP. SLOPE VT I FT b RYU UNIT LRION \2' MN FOR 2-V2 TONS OR LESS 3' MN FOR 3 TONS OR MORE. CONDENSATE TRAP DETAIL 6tfOVlER AND Tib NOTE ALL TRAPS 6THAI.L BE CONSSiFt4f W/ FIXTURE OUTLET SIZE. NOTE ALL FOOlARE SWVL COMPLr W/ FB.C. TAME 60" I Dade Comm_ tIhVffit ofRophdory AndEODROMiC R -- - - - -10bCAVY 1946 - W3 MIMI I I :OS_5-0 AM L07-27-20_pdi - B R 4 WATER PIPING SIZE Q7 V?e OWMW Q V2'V CW 3Q V2b HIV 3 2 1 - rev.,e .a erch rectjre "n tee ctio,a, - ------ ------- z TERRACE D c_ _ - - - - - - - - - - - - - - - - - - - - 2' 2' 2 DFU % 1/2' HB �-*' -- - - - - --- '--- - - ---rt9- Dh RATH 3 21—f�W 0 I pg12. VENT — ' I 3/4� � 3" S ? l_ ; e 3/4' ON AND 0 sa N FAMILY ROOM 2' 2 MASTER BEDROOM / LAUNDRY �� c 3 r -- - _ . CLOSET KITCHEN o n _ _ -- � I RT C_j _ -- -- -- ---� - -DNNG - -� -- _ — 2'A --_ w1C. i I L MASTER — BATH BEDROOM 3 .\ 3, 2' VENT 01 (D - i 2 3' I10 DFU1 3' S DFU)_ CW AN M7i - _ —- rO _ 2• VIR -_ / LINEN LWNG - _ _ - _ -- 1 3/4- PRESSURE AND TBOVIANRE i ' ��• bPRELIEF VALVE. DSCRARGE AT --_ r, EXRDOOR 12- WIN AWAY FROM CU-1 --' d BUILDING, 8' MN. A.F.G. i BATH 2 ^ �g J B r' EMH Q ,AIL19 - -' 1/2' HS I F' 2' RE�IAaTiON RAW I} AHU DRfiELL FOYER - j GARAGE -' -" FBCR P2903.1 Each /^ o % �� _ dwelling shall be N - - provided with a full -open type shut off valve at the building p entrance. Additionatly. the water I"7 service shall be valve COVERED at the property line. BFAROOM2 PORCH ILS.OV `77 CO M DaSW WATER METER. A SEE ATE RAN TO DaSiNG SEWER LATERAL. --_ - --- SEE SERE RAN _ _ _ _ - Rolando - - - Maqueira D'o-fl, signee M Rol4neo FIRST FLOOR PLAN - PLUMBING -- o c=US, MAQDE,HA SCALE 1.4' = 1'-0' ENGINEERING CONSULTANTS. ou=40141000000017073SEBD40 N PLUMING REVIEW .( 015Ern=R .magve'r, Date M200724123111-0 W IftP,WEe,�.MH Q.Q... - i 295o sw 21T� n su o *��3os s9c soon 3C5 59C SCSI Project W Z LU wQ N// 1(r W �LL 0 z ooN N Revision. 1Q B.D.0 03-18-2020 Owner Information 1760 NE LLC C—Itarn Maquelra Engineering 1\0F. ConsuRants CA A9088 9danm tmv�..m.an Y50fi95595fi •••�j0�'MA 0 . Y Ne. 55482 i# ,aE STA OF 7z` ti 0 R 10 &F.,' "'.SSIONALEC��"• 05-07-2020 Rolando Maqueoa PE-SW2 PERMIT SET Date ---- OV071"20 Scale AS SHOWN Project No. PM 2019 Sheet N_ Sheet No. P-2 kill �SiD1DATUtd� J T�OF GFME / Ism es ss WF-76 F-00 — � OI WF-16 ■ ■ � -- _ Fd0 ETSD4X I I NEW4TCONC. SLAB ON GRADE I' TL.-� S Of G0.ApE �-�EL-ZS DATW TOPOF�GAppE I I TERRACE DATUM :��EL-T-z DATUM 4 L S38t CB Sc D) '' EL .ZS DATULI ' TOP 6 GRADE EIVF FOUNDATION & GROUND FRAMING FLOOR PLAN m•=1'S EWF �E -TS DATIW-TS OATIW T� OF GRADE I SOIL STATEMENT: FOUNOATR3M SYSTEYCOMS6TS OF RADS AND SmNilITHS CC#iTiRALS FOOIHCS B=_ARTGOIN TC DESIGN OF FOOTINGS 6 M PSF. AT THE TINE OF COTSTRJCRON TFE PRDFE597DlYiL SH+ U EUBwT TO TILE BLUING OMCW. A LETTER ATTESTING IWT THE SITE HAS BEEN OBSERVED ANO THE FOADATNN COtaNTC#S AFE SN84R TO NOSE UPON 1 I, THE DESIGN 6 BASED RER FB.C: m,T uELECRDUL eECMANR:u AND R.WmWG PENETRATIaS TIROWNSTR�unwAL MEMBERS St4LL BE COORDINATED P TIC GENVkAL 00.V TOR LOCAT0444D INSTALL` 30�ECCITX-" NDO EREfdf®BY.I:ANGGPRIORTC OSTAWTATL SPECFIC LiWDOR S faESPRSBIE FOR CHE[lR4G AOECWYY OF EQI.%M T WEI t4RH STATED LOADS USED FOR STRUCTURAL DESIGN LS1A09 EMCEED THOSE 'AAXOR%9 RESPONSIBLE FOR UPDATE THE DESIGN ALCOADLMCIY. PERMITTING TAW ATM TWEE COMP.NNCE ASSOCIATED VATH NEW DESIGN IMAL BE VENDOR RESPCPIDBWTY 0.4IYEJ 4' COic, HAB 0VER15 w-.'saim W GEPN FINE .LEGEND: SANG 61IDpNBEDR COFPACTEO IN 11 UYERS TT — — — � 6 THE SA70Am PROC'OR DENSITY TES DENOTES A:ONDRETE LAX ]EMOTES ACO.WLY FOCTING STARTING ATT.S LF.R REEffRKECA&1914F'NTA tMFiCEC t51RE FABRIC FROMTOP OF SLAB SOL COMPACTION CJ. DENOTES A CONTRA.", AINf BY GEOIEfJMNTGI ENGINEER 1'T' FM GRWND SUB ON GRAM' EAT DENOTES EMITTING WAIT FOOTpiG LO REMAIN EF ]EMOTES EXISTING L'OPNSYWS SF049N SHALL F>E1b•✓E1E=EC. ANY OOTWG TO REMAIN 06Q✓fPANCES SHALL 8' NOTED AND TC ENGINEER RO■ ■ OF RECORD TM BEFORE CO—IAG HPH ME Y CW ITALL d FS®4Y SUPERIMPOSED LOADS OE1D 3 PS= - �TC. UE tlPS FOOTING SCHEDULE -----_-- - RONFOROELIEW AAm! SIZE- L.IV.THIMESS 607 TOP REMARKS SHORT BAR LONG BAR SHORT EAR LONG BAR rNFaE caNTa6'.1r V.T-26 CONT.28.1r AJ (PJi7 315 — FJB T-0•.CV.19' 5.5 5.5 603 6e5 F50 SSd-P.18 B OS 8 45 5 AS 595 F-30.50 3SS4'.18• 815 415 805 495 COLUMN SCHEDULE WALL COMPONENTS AND CLADDING PRESSURE - RENFORCEMENT MARK SIZE _.. _.___ ----�REMARNB -TIES ZONEA ZONE Q VERTICAL- Wi CAP L IPW PSFI B _`. T _ __- ___ - _- - -- — TT 4REA .l pl HI IFO Sc �� 4� U 98 Dad . a to 1Dq 41 4+9 455 419 m+ TGI 8•.Ir 4#5 13 ds* ~-1s--- .--�---_._—__r-__ 'mmdl 400 ue 400 E23 r-- -... _ --- 2114. m 3011 389 425 389 50, TC.3 8118 dt6 03 e8- _- 356 392 356 436 'C4 -_C-1 12'4+2. 415 ---- 1398 - -- •01.1ro 203d 339 3T3 339 398 IVOR 4a--- CMU WALL WIND PRESSURE DIAGRAMS NOTE THE FIGURES SHOV.N REPRESENT GROSS VALUES. TO OBTAIN NET UPUFT VALUES MY 10 PSF OF DEAD LOAD SHALL BE DEDUCTED FROM THETA BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:09:23 PM STRUCTURAL REVIEW APPROVED O. BLANCO 10/20/2020 10:11:02 AM SEAL :.�oe aaa y co M cl) cn O H fr W F- W o Q' LLJ � �%% W o W c~v0 Z CD c W fA Q Z— H r O REV. DATE BY s DRAWN BY: M.R. CHECKED BY: M.R. DATE: 04/01 /20 JOB N. 020-017 PAGE: FOUNDATION 6 GROUND FRAKI NG PLAN S101 OF SHEETS rewelta GENERAL STRUCTURAL NOTES GENERAL: A ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2D17 SIXTH EDITION. HVHL ABLE 7.10 MINIMUM DESIGN LOADS FOR BUILDINGS, THE AO 318-14 BUILDING CODE AND ALL APPLICABLE FEDERAL STATE AND LOCAL ORDINANCES B THESE DRAWINGS AND SPECIFICATIONS COMPLY, III THE BEST OF MY KNOWLEDGE WITH THE 1111 FLORIDA BUILDING CODE SIXTH EDITION KVMZ C THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF Sx6TNG STRUCTURES AFFECTING NEW CONSRUMON BEFORE COMEI.OIJfi ANY WORK ANY VARIATIONS IN ACTUAL FELD CONOTIONISDMEN90NS FROM 71103E SHOWN N THE CONTRACT DRAWINGS SMALL RE REPORTED TO THE ARCHMECTIENCINlEER FOR DETE WING THE NEED OF REDESIGN PRIOR TO CONTRACTORS SUBMITTAL O SHOP WOWING DRAWINGS FOR REVIEW. 0 THESE DRAWNGS SHALL DE WORKED TOGETHER WITH ARCHITECTURAL- AN COKMONIM LEC HANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES DRAINS, OUTLETS. RECESSES. OPENINGS. REGLETS, BOLT SEMNGS. SINS ETC DISCREPANCIES SMALL BE BROUGHT TO THE ATTENM% OF ARCHITECT. ENG^71EER BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES OMISSIONS OR VARIATIONS FOUND ON THE DRAWINGS OR N THE SPECIFICATIONS DISCOVERED DURING THE ROOM ROM SHALL DE O@®ATELY COMULN"TED To AR04TECTI ENGINEER. E WHEN PERFORMING WORK BELOW GRADE CARE SMALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTIURES. ALL UNKNOWN UTILITIES DISCOVERED DARING CONSTRUCTION SHALL RE BROUGHT TO THE ATTENTION OF THE AROBTECT,SNGINFER. ANY DAMAGE TO THE EXISTING UTUTIES SHALL BE REPORTED TO ALL AFFECTED PARTIES. INCLUDING THE ARCIOIECTIENGINEER F GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LIPDATIG HIS CONSTRUCTION DOCUMENTS WITH THE REVISED DRAWINGS AND SPECIFICATIONS FIELD ORDERS. CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION G. TYPICAL DETAILS MID NOTES ON THESE DRAWINGS SHALL APPLY MESS SPECIFICALLY NOTED OTHERWISE CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SMALL SE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTm FOR samm omm(LvS H THE GENERAL CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR All EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTIN OF ADJACENT PROPERTY. STRUCTURES. STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMffAT I BAOffILL AROUND THE E) TERKIR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPOSED BY THE COMPLETION OF NTQBCR FLOOR SYSTEMS DO NOT PROCEED WITH BAOPILL UNTIL (7) DAYS AS A MIMNMUM *70 THE COMPLETION OF NTMOR FLOOR SYSTEM MESS WALLS ARE ADEQUATELY BRACM. BACKFU SMALL NOT BE PLACED AM AFTER COMPLETION AND NSPECTION OF WATERPRODFNG WHERE WATERPROOFING OCCUR J GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM EXCAVATOR AND DEWATERNG OPERATIONS N SUCH A WAY AS TO NOT CAUSE ISONVEDENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. K URUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. IF A CONFLICT EXISTS THE MORE SIRNGENT GOVERNS L GENERAL CONTRACTOR SHALL PROTECT DUSTING FACUM, STRUCTURES APED UTuM LINES AND CONDUITS FROM DAMAGE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT U GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY, MEANS AND METHODS OF CONSTRICTION AND COSTRUCTIONN PROCEDUES. N DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS NOW IF DIMENSIONS S ARE MUSSING COSOTARMMECTEAI "ERFOR ADVISE U IF ANY ERRORS OR OMISSIONS APPEAR IN THE ORAWMGS, SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE AS N WRITING O SUCH CMISSIONS OR ERRORS PRIOR TO PROCEEDING WRH ANY WOK NHOCX APPEARS IN QUESTION IN THE EVENT OF THE CONTRACTORS FAILING TO GIVE SUCH NOTICE HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME N WHERE CRITICAL. DIMENSIONS CANNOT BE DETERMINED FRONT THE PLANS. OR WHERE NEW VOW ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS AN NAACE MATERNAL CONTRACTOR SHALL TAKE FELD MEASUREMENTS AS REMOED TO COMPLETE SHOP OAWNGS AND INSTALLATION REPORT ANY DISCREPANCIES BETWEEN FIELD MEASURED DWJSIOVS AND SCALED DRAWINGS DIMENSIONS TO IVE BEFORE PROCEEDING WITH THE WOML D WHERE A LIKE OF STRICTURE. OPENING LOCATION, OR DIMENSION S CRITICAL AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR THAT SUBCONTRACTOR SHALL SUBMIT A M40P 13RAWIG WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL EASE THE LAYOUT AND COSTRUC110N. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS. ARCHITECTURAL PRECAST SYSTEMS AND ALL MECIIAPVCAL AND ELECTRICAL OPENINGS P THE CONTRACTOR SMALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL. MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE STEPPED FOOTINGS. DEPRESSED SCADS SLOPES. DRAMS OUTLETS. RECESSES. OPENINGS, ROGLETS. DOLT SETTING. SLEEVES. DIMENSIONS. ETC POTENTIAL CONFLICTS SHALL BE COMMUNICATED TO THE AE BEFORE PROCEEDING WITH THE WORK SOIL STATEMENT: 1 FOUNDATION HAS BEEN DESIGNED FOR AN ALLOWABLE REARING PRESSURE OF 2000 PSF 1. THE LICENSED ARCHTECT OR REGSTERED PROFESSIONAL ENGNEER OF RECORD SHALL SUBMIT TO THE ISPECTOR AT THE TIME OF CONSTRUCTION A SIGNED LETTER ATTESTING THAT THE SITE WAS OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED S BASED. 3 SOIL AT THIS SITE S ROCK AND SAND, ADEQUATE TO SUPPORT THE MINIMUM DESIGN LOAD OF 2000 PSF AFTER THE EXCAVATION, SIGNED AND SEALED LETTER WILL RE SUBMITTED BY THE ARCHITECT OR ENGINEER OF RECORD ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SMUIPR TO THOSE UPON WITCH THE DESIGN IS BASED ON CONCRETE: 0. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 3% 14 SPEOFICAMM FOR STRUCTURAL CONCRETE FOR BUDJ NQS.' B CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOUGAI : FOUNDATION 3000 PSI WI WATEPJCEMENT RATIO OF 040 CONC WALLS MPSI. WW' WAIERCEMENT RATIO OF DAD STRUCTURALSLABS ONGRADE - 3DW PSI. WI WATEWCEMENT RATIO OF 040. STRUCTURAL SLABS AND BEAMS - 3000 PSI MIL SEE PLANS COLUMNS SEE COWMEN S+san.F ALL OTHER CONCRETE 30M PSI C FORNWOR(SHALL COMPLY WITH AC1347R-14.' RECOMMENDED PRACTICE FOR CONCRETE WORN' 0. MM DESKNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONCRETE WORK SUBMIT STATISTICAL DATA FOR EACH CLASS OF CONCRETE. E KO WATER SHALL BE ADDED TO THE CONLRE7E AT THE M SITE F THE DINNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PER FORM CONCRETE CYLINDER TESTS AS FOLLOWS SIX CYLINDER TESTS FOR ANY 50 CUSC YARDS OF CONCRETE POURED. OR FRACTION THEREOF FOR EACH CLASS OF CONCRETE POURED EACH DAY ONE CYLINDER SHALL BE TESTED AT 3 DAYS AND 7 DAYS. THREE AT 28 DAYS, AND ONE RESERVED TO BE TESTED AT 58 DAYS IF REQUIRED FOLLOW AM STANDARDS FOR SAMPLING AND TESTING ONE SLUMP TEST SHALL SE TAKEN FOR EACH SET OF TEST CYLRDERS CAST SCUP AM TEST SHALL CONFORM WITH AC 143. NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE CRETE 6 TAMPERED WITH IN ANY WAY AFTER SAID TEST S PERFORMED REPEAT TEST IF WATER S ADDED AFTER MSAL SAMPLING. G TRANSPORTING, PLACING. CUFIWR AND DEPOSITING OF CONCRETE SHALL COMPLY WITH AD MI-16 SPECFCATONS FOR STRUCTURAL CONCRETE H. CONSTRU JOLTS IN STRUCTURAL SLABS AND BEAMS SHALL BE LOCATED AT IO OF THE SPAN %WIN REINFORCING CONTINUOUS ACROSS THE JOINT PROVIDE A CONTINUOUS 2 X 4 SHEAR LEY AT SLABS AT BEAMS PROVIDE A 1 1,7 DEEP SHEAR LEY WITH A WIDTH 8' SMALLER THAN THE SEAM WIDTH AND A DEPTH B' SMALLER THAN THE BEAM DEPTH LOCATIONS SHALL SE APPROVED BY STRUCTURAL ENGINEER OF RECORD BEFORE PIN. I. CONCRETE USED AT BALCONIES AND TERRACES SMALL HAVE A WATER CEMENT RATIO OF 040. K MAXIMUM WATEWCEMENT RATIO FOR CONCRETE CONTAINING A SUPFAPL STICKING ADMIXTURE SHALL BE 040. SLUMP AFTER ADDITION OF SUPERPIASTCIZER SHALLSES'v11- L MINIMUM NINV CON'CJETE COVER FOR REINFORCEMENT' I. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.. _ 7 U. COMPETE EXPOSED TO EARTH OR WEATHER 48 BARS AND LARGER .. _... .... _.... 7 R BINS AMID SALLIES... -.-1 Ir D CONCRETE NOT EXPOSED TO WEATHER OR N CONTACT WIN EARTH SLABS AND WAILS. .. _.. ...... .1.....aw BEAMS AND COLUMNS ... .....I 12' TO TES OR STIRRUPS WIND ANALYSIS DESIGN PARAMETERS: I -WIND DESIGN HAS BEEN DOWN ACCORDANCE WITH ASCE 7.ICAND 2117 FBC IHTH EO710N), K W 1-EPOSURE Z 3-RISK CATEGORY It 4 -INTERNAL PRESSURECOEFRIDENT. GCLF D.18 5 4LTMATE WIND VELOCITY V• 175 MPH ofRegoatottFLedPootaotoic Its - J�Cppy It J8"-713tr2l=II�9:S4Add S-00 t REINFORCING STEEL: A REINFORCING STEEL SHALL BE DETAILED APED PACED IN ACCORDANCE WITH AO 319-11 B REINFORCING STEEL SHALL BE DEFORMED BARS CONFORIMING TOASTS! A 81SlASTED EDITION. (81) GRADE 60 C ALL WELDED WERE FABRIC SMALL CONFORM TO ASTM A 1S9-D D. fENFORCNG SHALL BE HEIR SECURELY IN POSITION WITH STANDARD ACDES- SORES DURING PACING OF CONCRETE. IN ACCORDANCE WTTH CRSI 7WdA OF STANDARD PRACTICE'. LAB. E. ALL TOP REMFORCNG SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES OR ENDS F ALL BOTTOM BARS 91ALL BEAR S' MIMNUM OVER SUPPORTS. U 014. G ALL REINFORCING BARS MARKED CONTINUOUS SHAH BE LAPPED 30 DA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED LAP WRIOIAIOIS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED TERMINATE CONTINUOUS BARS AT NON-CONTIDOUS ENDS WITH STANDARD HOOKS, U ON H. SLAB TOP BARS ARE SHOWN N PLAN AS SOLID LINES. SLAB BOTTOM BAPS ARE SOWN N PLAN AS DASHED LINES I N BEAMS WITH H MULTIPLE LAYERS OF REINFORCING AT TON OR BOTTOM SEPARATE LAYERS WITH 08 SPACER BARS FOR BAR SOS LIP TO 88 AND SALE SPACER BAR AS BAR SIZE FOR 93 BARS AND LARGER J N SFAAL4 B NCO WIDE PROVIDE MAXIMUM OF 2 BARS PER LAYER OF RENFMCBNG K BENS INTERMEDIATE BARS SHALL BE HOOKED AT OSCONTIIIOUS EARS AND SPICED AT SUPPORTS WTH 30 BAR DIAMETER LAP SPLICES, L PROVIDE A S% TON REINFORCING STEEL ALLOWANCE TO BE USED BY STRUCTURAL E GNEER OF RECORD AT HS OWN DSCREMON BALANCE OF THIS ALLOWANCE NOT USED DURING CO STRUCTION SHALL BE CREDITED TO THE OWNER AT THE SAW COST PER TON AS OR GNALY CHARGED ALLOWANCE INCLUDES DE'TAING, FABRICATING. AND PLACING COSTS M ALL TOP AND BOTTOM AND ACCESSORY REINFORCING USED M BALCONIES AND TERRACES SHALL RE GALVANIZED. N FOR MASS TENSION LAP SPLICES FGLLOW CF TESIGN HANDBOOK. LOB' CHAPTER S CONCRETE MASONRY WORK: A CONCRETE MASONRY WALLS NOTED AS LOAD SEARIIG WALLS. SMALL BE N PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLLOR FRAMING THEM B CONCRETE MASONRY WALLS NOTED AS KONI BEARING WALLS SHALL BE PLACED AFTER CONCRETE FRAME SUPPORTING THEM AIDE 28 DAYS OLD AND ALL SHORING AND RESHORIK'i S COMPLETELY REMOVED FROM BELOW AND ABOVE HOLD CLEAR OF CONCRETE ABOVE UNTIL ANTICIPATED DEAD LOAD DEIRLCTON OF CONCRETE SLAB ORBEAM ABOVE HAS OCCU7E0 FILL JOIN WLFH MORTAR AND SELL AS REQUIRED BY ARCHITECTURAL DRAWINGS TO PREVENT WATER INTRUSION C. ALL CONCRETE MASONRY UNITS (CMU) SMALL CONFORM TO ASTM C 90. STANDARD SPECIFICATIONS FOR H OLLM LOAD BEARING CONCRETE MASONRY UNITS'. WITH A NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS OF 19M PSI D MORTAR SMIAIL CONFORM TO ASTU C 2T0 TYPE IF WITH A MNP/UM AVERAGE STRENGTH OF 29A PSI E CONCRETE MASONRY STRENGTH. ft SMALL BE A MNOILI OF ISM PSI ' F VERTICAL REINFORCING IN CMU CELLS SMALL BE SPLICED WITH 48 BAR DUF METER LAP SPICES PROVIDE CLEAN OUT HOLES AT BASE OF FUlED CELLS FOR LAP INSPECTION AND VERIFYING THAT THE CELLS HAVE SEEN FILLED SOLD WITH GROUT G. FILED CELLS SMALL BE FILLED WITH 3000 PS GROUT AS PER AC1530.11 AND AO 5M I-13. FLUNG OF CELLS SHAM RE DONE N FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET USE MECHANICAL VIBRATION TO ACHIEVE GROUTFUEO SOLD CELLS GROUT SMALL COIFOWL TO ASTM C476. SLUMP SMALL BE BETWEEN W AM 11' H ALL CMU WALLS SMALL BE HORIZONTALLY RENFORCED WITH STANDARD NO 9 LADDER -TYPE GALVANIZED STEEL !ENFORCING EVERY SECOND COURSE EXTEND REINFORCING A M@RM1M OF 4 INCHES INTO TIE COLUMNS. I PROVIDE GALVANIZED STEEL DOVETAIL ANCHORS EVERY OTHER COURSE CONNECTING NON LOAOBEARNG WALLS TO CONCRETE COLUfS AID SMEAR WALLS J REINFORCING BARS N GROUTED CELLS SHALL BE SECURED N PACE AT BASE O BAR AND ABOVE BEFORE GRANTING OF CELL, IVIT H GALVANUEO POSITIONERS K. RE9bgDNG BARS BE SHALL CENTERED IN THE BLOCK CELL DOWELS NOT U® LID WITH THE BLOCK CELL SILL NOT BE SLOPED MORE THAN 1 IN 6, HORIZONTAL DISTANCE BETWEEN DQWEL AND REINFORCING BAR MAY BE UP TO 81O E BLOC CELL APART) L ANCHOR BOLTS SHALL IE EMBEDDED N WALLS N GROUTED CELLS M GROUTED CELLS WHERE WEDGE 4404 S ARE TO IE INSTALLED SHILL HAVE THE BLOCK SMELL REMOVED 50 THAT WEDGE ANCHOR S EMBEDDED N SOLD CONCRETE GROUT FILL ONE COURSE BELOW AND ABOVE ANCHOR LOCATION. N ALL CONCRETE MASONRY WORK HAS BEEN DESIGNED AND DETAILED ASSUMING CONCRETE MASONRY WORK WILL BE COMPLETELY INSPECTED BY SPECIAL OR THUESHOID INSPECTORS 0 REINFORCING BARS SHALL SE LOCATED AS MOCATED N RAN OR GALLED CUT BY NOTES N PLANS WHERE PLANS AND NOTES DISAGREE CONSULT ENGINEER OF RECORD FOR CLARIFICATIO/. P LAY MASONRY UNITS N RLMOV43 BON. Q PROVIDE 30 LBS. FELT PAPER TO SOATE WOOD FROM MASONRY WALLS USE PRESSURE TREATED WOOD FOR LEDGERS N CONTACT WITH MASONRY WALL STRUCTURAL STEEL: A STRUCTURAL STEEL SHALL COMPLY WITH XSC SPECDTCAMNS FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL BLILDINGS.' NINTH EDITION B STRUCTURAL STEEL SHAPES AND PLATES SMALL CONFORM TO ASYM A 38, Fy 38 K9. U.0 N C STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500. GRADE B. Fy=48 KS 0 STRUCTURAL STEEL PIPES SMALL CONFORM TO ASTM A53. TYPE S. GRADE S. Fy- 35 KSI E ANCHOR BOLTS SHALL COFO NI TO EITHER ASTMA 3D70R ASTM A 36 F. FRMNNG BOLTS SHALL CONFORM TO ASTM A325. WITH HARDENED WASHERS AND HEX MATS G ALL EXTERIOR STEEL SHAPES. PLATES. NUTS. BOLTS. WASHERS SHALL BE HOT-OPM GALVANIZED. H. THE STEEL STRUCTURE IS DESIGNED AS A WHOLE WITH THE FLOOR AND ROOF DIAPHRAGM ACTION BRACM. THE FRAMES AGAINST CAAVSY AND LATERAL AM VERTICAL WIND FORCES PROVIDE ALL TEMPORY BRAC.NG AS REQUIRED IN ORDER TO MAINTAIN STEEL STRUCTURE STABLE UNTIL THE STRUCTURE S COMPLETE I. SPCIG OF STEEL MEMBERS S NOT ALLOWED. UNLESS SPECIFIED IN STRUCTURAL DRAWINGS OR APPROVED BY ENGINEER OF RECORD J ALL BOUTS. NUTS 40 WASHERS SMALL BE SEW. RUST -FREE, LED. CUT OR PUNCHED CLEAN PMO WFll LUBRICATED 801 HOLES THROUGH STEEL UEMBERS SMALL BE 94OP-ORLNCIHED BO NOT USE TORCH OR FLAME TO CUT OR ENLARGE HOLES - L AL STRUCTURAL STEEL TUBE OR P(RE COLUI NS SHALL BE FILLED WITH 3000 PSI. CONCRETE GROUT. PROVIDE If DIAMETER WEEP HOES EACH SIDE 7 FROM TOP AND BOTTOM OF COUSIN U DO NOT PAINT PARTS OF STEEL MEMBERS TO SE EMBEDDED IN CONCRETE AND SURFACES TO BE N CONTACT WITH CONCRETE N. FOR FIREPROOFING OF STRUCTURAL STEEL ME1�7$ SEE ARCHITECTURAL DRAWINGS. 0 SEE ARCHITECTURAL MECHANICAL AND PLUISNG DRAWNGS FOR ADDITIONAL MISCELLANEOUS STRUCTURAL STEEL NOT SHOWN M STRUCTURAL DRAWINGS P. FOR PANTING OF NONLGALVAN® STRUCTURAL STEEL SEE STRUCTURAL STEEL PROJECT SPECIFICATIONS 0 WELDING SHALL BE DONE WITH E-70 ELECTRODES. UNLESS OTHERYISE NOTED. CONFORMING TO AM DI I. R. ALL SHOP AND FIELD WELDING SHALL BE IN ACCORDANCE WITH AWNS 011 STRUCTURAL WELDING CODE LATEST EDITION ALL ASIDES 91PLL BE AVIS-CERTPIED S1SMR WELDER CERTIFICATES TO ARCHTECTENIGIEER FOR APPROVAL BEFORE ANY SHOP OR FS-04YELOING S STARTED SLAB ON GRADE NOTES: I. PROVIDEFSLAB OVER VAPOR BARRIER PH 8'48 VQ9.W29WELDEDWIE FAMILDILLESSOTHERWISE NOTED ON PLANL 2- ALL POROUS FILL MIATEWALS SMALL BE A CLEAN GRAN" MATERIAL WITH IOD% PASSING RO 12 SIEVE MID Np YORE THAN 5%PASSING A NO.4 SIEVE. POROUS FILL SMALL BE COMPACTED T09S%MAX DRY DENSITY PER ASTM D-698. 3. ALL WELDED URE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 LAP ADJODNMG PIECES AT LEAST ONE FILL MESH. a SAADUT JOINTS SMALL BE MINE AS SOON AS THE CONCRETE RAS OILED SUCH THAT THE BLADE QDES NOT DISLODGEAGGREGATE AND THE CUT EDGES DO NOT CRUMBLE E. BO NOT WAIT NONE THAN 61WURS AFTER CONCRETE HAS 'SET' S SLAB JOINTS SHALL BE FILED WITH APPROVED MATERIAL. TO CONFORM WITH ASTM CM81 AND ASTM C 1IM41 THIS SHOULD TAKE PLACE AS LATE AS POSSIBLE. PREFERABLY 4 TO 6 WEEKS AFTER THE SLAB HAS BEEN CAST PRIOR TO FILLING REMOVE ALL DEBRIS FORM THE SIA8 JOINTS THEN FILL WITH EPDXY RESIN N ACCORDANCE WITH THE MMNFACTIJII RECOMMENDATION B SLAB TO BE PERWNENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO 5% 1. M WITH AN AOMIMRE THAT CONFORMS TO ASTIR C-260. I. IN ORDER TO AVOID CONCRETE CRACKING. PLACE CONCRETE SLABS IN A ALTERNATING LANE ;OR CHECKERBOARD) PATTERN. THE MAXIMUM MOTH OF SLAB GIST N ANY ONE CONTINUOUS POUR S RECOMMENDED TO BE LESS THAN 100 FEET IKE MAXIMUM SPACING OF JOINTS SHALL BE 25 FEET 8- THE ALTERNATE WIRES OF THE WELDED WIRE FABRIC MUST BE PRECUT AT THE SLAB CONTRACTION JOINT LOCATIONS TO CREATE A VEAKEN D PLATE' WITHOUT CURMG THE ALTERNATE WIRES, THE STRENGTH OF THE WIRE W11 PREVENT THE SLAB FORM CRACKING ISEPARATNGI AT THE JOINT AND THE SLAB MAY OWN TO CRACK ELSEWHERE 9- THE USE OF POLYPROPYLENE FIBERS (IN UEU OF WELDED WINE FABFUO IS PROHIBITED WmgUr THE WRITTEN AUTHORIZATION OF THE ENGINEER 10. SLAB RAS SEEN DES04 D ON BASED ON UNIFORM LIVE LOAD OF 50 PSF 11-THE FINISH TOLERANCE OF ALL SLABS SHALL BE N ACCORDANCE WITH AO 3EO-10 STRUCTURAL WOOD: 1. WOOD DESIGN N CONFORMANCE WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PER AF 8 PA MIT STANDARDS 2 TO SE AR DRIED WELL SEASONED AND GRADE MARKED AT LULL 3 ALL STRUCTURAL WOOD TO BE SURFACED 4 SIDES (S."l, AND A MAXDIl/M MOISTURE CONTENT OF 19% UNLESS OTHERWISE NOTED 4. ALL LUMBER AND PLYWOOD IN CONTACT W9TH CONCRETE STUCCO. MASONRY OR OTHER CEMENTMOU811ATERAS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP-2 5 STORE ALL LUMBER ABOVE GRADE OR FLOOR STACK TO ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER B ALL Wow TRUSSES 94ALL BE DESIGNED FOR THE SUPERIMPOSED LOADS GIVEN ON FUN PLUS WEGHT OF THE TRUSS. ALSO SHOULD BE DESIGNED TO RESIST OVEN UPUFT LOADS SUBMIT PUNISH AND CALCULATIONS SIGNED AND SEALED BY A FLORDA REGISTERED ENGINEER FOR A/E REVIEW PRIOR TO FABRICATION, THE SUBMITTALS SHALL MCLUOE THE PROJECT DENTITY. THE LOADING AND DESIGN CRITERIA. TRUSS OETAIL AND TRUSS FRAMING PLAN SHEETS SHALL DENTTY EACH TRUSS AND LIST THE DESIGN CRITERIA AND LOADING SPECIFY ALL M¢7BER SIZES. SPACING ANCROAG . CONNECTIONS TRUSS LOCATIONS AND OTHER NECESSARY TEMPORARY AND PEW WffNT FABRICATION AND ERECTION INFORMATION EACH DRAWING SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF THE FLORDA REGISTERED ENGINEER WHO PREPARED THE DRAWINGS AND CALCULATIONS ROOF TRUSSES COMPONENT BE DOOM FOR COMPENT A CLADDING VG LOADS UNDER AS74-ASMST EDITION DO NOT MODIFY WOOD TRUSS LAYOUT WITHOUT THE WRITTEN APPROVAL OF THE ENGNEER OF RECORD AND THE APPROVAL OF REASONS TO THE MASTER PEROT BY THE BUILDING DEPARTMENT 7 PLYWOOD ROOF SHEATHING A PLYWOOD ROOF SHEATHING SMALL BE I� EXPOSURE I WTNH 32M6 APA SPAN RATING B LAY PANELS. CONTINUOUS OVER TWO OR MORE SPANS AND WIN FACE GRAN PERPEDKLLAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAU NG MEMBER WITH BOTH PANELS FASTENED TO S. END JOINTS SHALL BE STAGGERED C FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTNG MBERS USING Ad RING BMW Was SPACED AT S' ON CENTER AND INTERMEDIATE SUPPORTS ATA EDL.'E' ZONE ALL AROUND THE BUILDING PERIMETER AND ATGABE DO FASTEN PLYWOOD ROOF 94EATHNG PANELS TO ALL SUPPORTING MEMBERS USING 8d RING SANK NAILS SPACED AT V ON (ENTER 0 INSTAL PANELS WITH STRENGTH DIRECTION PERPENDICULAR TO TRUSSESUOI CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAN PERPENDICULAR TO SUPPORTS PROVIDE FULL E4 BLOCKNGAT ALL PLYWOOD DECK PANEL EDGES THROUGHOUT 'BLOCKING REFERS TO INSTALLATION OF 2" MEMBERS INSTALLED WITH THE P SIDE HORIZONTAL BETWEEN THE TRUSS TOP CHORDS TO PROVIDE EDGE SUPPORT FOR PLYWOOD SWATHING NAILING THE SHEATHING TO THE BLOCKING SAL BE. 20 BLOCKING SAL BE ATTACHED TO TRUSS TOP CHORD BY TOE -NAILING USING 2Ad RING SHANK NAILS AT EACH END 8. PLYWOOD FLOOR SHEATHING (FOR FLOOR APPLICATIONS AND IF REQUIRED FOR ATTICS) A USE 34'PLYWOOD FLOOR SHEATHING WIN 4B24 SPAN RATING. S ALL EDGES OF PLYWOOD PANELS SHALL BE CONTINUOUSLY SUPPORTED BY SUBJOISTS. C LAY PLYWOOD PANELS CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAM PERPENDICULAR TO THE TRUSSES. END JOINTS SAL OCCUR AT CENTER OF JOIST WITH BOTH PANELS FASTENED TO JOIST. END JONTS SHALL BE STAGGERED HOLD EDGES OF PANELS 1? AWAY FROM MASONRY VANS D FASTEN PLYWOOD MAR" PANELS TO SUPPORTING TRUSSES W'RH IOd COUSION NAILS AT V 0 C MAXIMUM AT ALL SUPPORTS 8 P O C. ALONG THE D ERDR 9. FASTENERS A FASTENERS WALL SE OF THE TYPE AND SIZE INDICATED N THIS DRAWING S. ALL FASTENERS INCLUDING EXPANSION ANCHOS. SLEEVE ANCHOORS. STRAPS NAILS. SOEWS.ETCSHALLBOOLVANM(U.ON) 10 NAILING REQUIREMENTS USE SD RNGSHAIX KIWIS RNGSHMlK NAILS SAL HAVE THE FOLLOWING MNRI151 DIMENSIONS - 10113INCH kOMNAL SHAM DIAMETER 2 RNG DIAMETER OF 0012 OVER SMANX 0 "ETER 116 TO 20 RINGS PER INCH. 4 0280 INCH FULL ROUNDHEAD DIAMETER 5 211 INCH NAIL LENGTH HALING SPACING 4.0 C AT PANEL EDGES F 0 C. AT NTERNEOATE SUPPORTS. NAILS SHALL BECORROSION RESISTANT CONFORMING TO AM F 1687 MASSM A 641 SHORING AND RESHORING: ' SHORING AND RES ORING DRAVLNGS SHALL BE PREPARED BY A STATE OF FLQRDA REGSTEED SPECIALTY ENGINEER WITH A MINIMUM UM OF TEN YEARS OF EXPERIENCE N SHORING AND R6HORQNG DESIGN AND OETAIUNG Z.SMO ING AND RESHORING DRAWINGS SHALL INCLUDE AT LEAST THE FOLLOWING ITEMS'. 21 -LOCATION. SIM TYPE AND CAPACTY OF ALL DOING 12 -LOCATION. SUE TYPE AND CAPACITY OF ALL RESHO NG. 23-LOCATION. SZE AND TYPE OF ALL BLOCKING MUD SILLS. TEMPORARY LATERAL SPACING AND OTHER ACCESSORIES REQJRED TO ADEQUATELY AND SAFELY SUPPORT AND SPACE THE STRUCTURE DURING CONSTRUCTION 24 -INSTALLATION PROCEDURE. SEQUENCE OF INSTALLATION . LOAD RELIEF AND REMOVAL OF ALL SNORING AND RESHORING TEMPORARY WORK NOTES 1 ALL TEMPORARY WORK SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE 247 S THE CONTRACTORS RESPONSIBILITY TO DESIGN AND PROVIDE PROPER SHEETING. SHOOING, AND SPACING WHENEVER NECESSARY SHOP ORAW GS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGNEER AND RETAINED BY THE CONTRACTOR TEMPORARY SPACING OR THE STEEL FRAME! REQUIRED TO MAINTAIN PLUMBNESS AND STAMM DURING CONSTRUCTION WILL SE THE RESPONSIBILITY OF THE STEEL ERECTOR 3-CONSTRL ION LOADS SHALL NOT EXCEED THE CODE REDUCED DESIGN LIVE LOAD PER SQUARE FOOT THE CONTRACTGR SMALL PROVIDE ADEQUATE SHORING AND'OR BRACING TO SUPPORT ANY LOINS WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 4.-THE DRAWINGS INDICATE THE COMPETED STRUCTURE THE CONTRACTOR IS FILLY RESPONSI3LE FOR ALL TEMPORARY MEASURES NECESSARY FOR ERECTION STRUCTURAL DRASYIXN INDEX DING. NO DESCRIPTION S001 GENERAL NOTES B DRAWING NDEX SID1 FOUNDATION. GROUND FLOOR FRAMING PLAY 8 ROOF PLAN $201 WIDOWS B DOOM WIND DESIGN PRESSURES S301 SECTIONS- S4DI _TYPICAL DETAILS - SPECIAL INSPECTOR REQUIRED FOR THIS PERMIT STRUCTURAL REVIEW APPROVED O. BLANCO 10/20/2020 10:10:38 AM All mandatory inspections to be performed by Miami Shores Village certify inspectors. eel 0 5'.v2TI-I n�.£ :X.NrE 11O MHMR3Tt 3i T -- F PrPJeC W V Z VMI .0 r LL /Lu i% W w w� ZO Z � O N f S 1760 NE LLC WELDING: 14HORING AND RE9NRING SUBMITTAL FOR APPROVAL PALL NCLUDE AT LEAST TWO COPES FOR THE BUILDING C-uOmd DEPARTMENT ONE FOR THE ENGINEER OF RECORD. ONE FOR THE THRESHOLD) INSPECTOR AND ONE FOR THE ARCHITECT t ALLWELDING SHOULD BE PERFORMED N ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY AM S BY CERTIFIED WIELDERS 2. CONTRACTORS TO USE E 70 SERIES LOIN HYDROGEN ELECTRODES fv3t-.lrk 4]zr3 1 CONTRACTOR SHALL DEWATER SITE AS NECESSARY. SO THAT ALL CONCRETE CAN BE PLACED N THE DRY ALL BACKFU SMALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE ANOOR MATERIAL APPROVED BY THE GEOIECRNICAL ENGINEER THE SACKFILL MATERIAL SHALL BE PACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY GRACING OF THOSE WALLS PROVIDE ADEQUATE EXCAVATION SPACING N ACCORD WITH GC-OTECHNICAL ENGaffERRS RECOMMENDATIONS TO MANTAN EXISTING FOOTIGS, UTWTIES AND OTHER IMPROVEMENTS N A SAFE CONDITION. 4-DESIGN, DETAIL AND ERECT FORMS S OR NBG AND RESXOWYG N COMPLIANCE WITH AO 347R-14, PROJECT SPECIFICATIONS AND THESE NOTES FORMS. SHORING AND RESIIORNG SMALL BE DESIGNED FOR THE III OF THE FLOOR OR ROOF. A CONSTRUCTION LOAD OF 5D R IF AND FOR THE CUMULATIVE LOADS OF THE SUPPORTED HORIZONTAL CONCRETE MEMBES USE A DESIGN FACTOR OF SAFETY OF 3 FOR WOOD SHORES AND 2 FOR METAL SHORES. 5.-THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED M FLOORS SUPPORTING %HOBOS OR RMfORES SMALL NOT EXCEED 75%OF THE DESIGN LIVE LOAD SPECIFIED FOR SLABS NAND JOISTS YNERE APPLICABLE) AND 80%OF THE LIVE LOAD SPECIFIED FOR BEAMS NO CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNIT THE CONCRETE S A MBDWY OF 14 DAYS OLD AND THE 7 DAY STRENGTH THIS 70% OF THE SPECIFIED 28 DAY STRENGTH 8-FORMS MAY BE REMOVED 72 HOURS AFTER CONCRETE POUR PROVIDED THAT CONCRETE STRENGTH IS 7U%OF THE SPECIFIED 28 DAY STRENGTH AND NOT LESS THAN 35M PSI. RESHORE EACH BAY IMMEDIATELY AFTER FORMS ARE STRPPED AND REMOVED REMOVAL OF FORMES S THE SOLE RESPONSIBILITY OF THE GENERAL CONTACTOR REMWAL OF FORMS SHALL BE CARRIED OUT N SUCH A WAY AS TO NOT DAMAGE THE STRICTURE INSURE SAFETY AND PREVENT CREEP DEFLECTION OF MNPIIM LIVE LOAD NOT TO BE LESS THAN SO PSF, FOR COVERED WALKWAYS TO BE 150 PSF BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:09:03 PM <ECI Luls O. Revuella A1R-0007972 PERMIT SET IMAM Bane AS SHCMN III Na PY 2019 Mrest Nerve STRUCTURAL NOTES sHlmt Na SOW D C 8 6 4 � O > SON 0.-zs DATUM pe +64T TON OF F 68 68 161E C F-i6 — — — — — — — — — — — — — — 7 OR �I I STAR ■■ - ON ■■ F 30 �1 — _ Y1F18 '— AFT" L GRADE fs f NE1Y 4'COVC SlABON(RJADE � ti GTOPOF R I �E0d-T DATUM I I 2> 7s T I� II I TD 2 TC TC 1, 7 1 STAR I c, O---==—=—Y6-16—---� A ■■ ' 4 ` 530t _ ___ i30 ' ---- ——__ _ 0.d-70A11A4 NEW PCONC. SIPS GN CRAOE -- F.r ,� EL dS OATUl1 i0 ■ TOS NEW 4•CONC SLAB F-30 i _ O - - - - - sc - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - ETAF TC EWF ______ Rq EL .11'-6 N G V D. EL .D'd DATU NEW 6' U(*fTCONC OVER EASTWG COr PLYWOOD FFE GROUND FLOOR EL d-P DATIA! TOS EL •Td DATUM IDS k TC EVIF n mlWF-16 I �I � I I II I I I • Li LLWF48 aN O II��II EWF REL ■ •IS DA711M TOP OF GRADE I II II ■ II II ■ EXISTING RESIDENCE ■ THE CONTRACTOR MUST VERIFY IN FIELD ALL I I CONDITIONS OF THE EXISTING STRUCTURE. I I BEFORE BEGINNING OF W'OFM Eff L-J R CASTING CONC SLAB ON GRADE TO MIAMI II I EL.,18 N0. ■ El NO+7'OATITU W FFE. GROUND FLOOR EASING CONC SLAB ON GRAB REA. TO 0.-z4r DATUM FFE GARAGE n II Ii E — — — — — — El — H— ------- IW II LJ O II I TC NEW PCONC. SLABON GRADE ELVZDATUM iC TO$.S. WF-28 RE-------L Ew; trd ss Ot O O o f R T4s f R I LOOR PLAN 6 5 �1 3 SOO, 14 11'P 4'4r `� sm \;. 4 E<,F g -7B DAl1R1 P OF GRADE '4r 3 2 SOIL STATEMENT: ALL EECIRCAL FECWLNCAL Am PLLmxG PEETRATOI.S TmRct D1 sTR cmm FOUNEIATUA SYSTEM D@$TB 0, PADS ARE, MO`AJIINLCQJTI41W9 FOOTINGS NE61®6 SRALL BE COODNATED BY TIE 680M CONTRACTOR LOCATION AND BEAVMON WL6NRBED LBFROLIC AUMASLE SOIL BERMS PRESSURE USED N N+FISONSOFEOUJ;ENTSTOE VEt6EDBYSPECTCV8"PROIT0 THE DE9:w OF FODTNG362W) PSF BSTALLATIO4 SPECbS VENDOR B Fw OEDOVO ADEQIALY OF AT THE ISM OF C0WMICTICN THE PROFESSIONAL SHALL 31®NT TO THE■JUM EGJ7MDTWEGTSAT ST4TO LOWS USED FOR STRUCTURAL DESIGN FL040S OFFBIAL A LETTER ATTESTNG MT THE SITE HAS B✓aN OBSERVED AND THE EUC® THOSE VENDOR IYAL RFSPOI ffi FOR UPDATE THE DESIGN 4LCOROINOLY FwmATIONCMDTIONS ARESA■AR TO THOSE UPON YABO111¢ ULVGN 6 BASED. PEDNTTPIC TASR6 AND TBELt1EC `0.64NNCE ASSOOA11D qOH tEW OESiG.Y W¢L BE PERFBCZIT VEAOORRESPONSILry1T'<5 YELL r cmND STAB OVER is Ata vswEENwaFAH FPE LEGEND' SAND SUPERVISED FILL WIWACTED N 17 LAYERS TO — — — MNOTES A COFIDETE DENOTES A COLU44V 9r. OF THE BTANOARD PROCTOR DENSITY TEST FOOTING 97AIRNFGAT TIN$LEVEL RENTURCED lY6BbY4161AY14'ATDED ACRE FABRIC — — — P1ALID+JFFFOMTOPOFSLABSOLCOIDACNON CJ DENOTESACONTROLAXM SHALL BE 9UPRJL4D BY GEOTEDWN EC.R'®2 "AL FOR GROUND SAS ON GRAM EAF DENOTES EBRTLNG WNL FOOTNG /0 REUAN EF DENOTESE3STNO DDENS'OS SHOLYN SMALL BE FELDiT:FFMD ANY FOOT TO REMAN D'SCEPAACESs fg NOTED A.NO THE ENGINEER ■ ■ OF RECORD NOTED BEFORE CONTINUING WY TIE CO4IIYALLcrg Aim SUPERIMPOSED LOADS DEW 30 PSF GROUND FLOOR LNE 4IPSF FOOTING SCHEDULE REINFORCEMENT MARK S2E L.VI. THICKNESS BOTIXE3 TOP REMARKS SHORT BSA LONG BAR SNORT BAR LONG BRR AT-16 CONT.16.17 04 @IT 205 — WF-26 CONT¢e.1T 04®17 395 — F-30 34%3-"r 495 445 405 4OS F-30.S0 T-O-ff T.Ir 805 445 605 49 COLUMN SCHEDULE WALL COMPONENTS AND CLADDING PRESSURE REINFORCEMENT MARK SUE REMARKS VERTICAL TIES OR CAP ZONE 4 ZONE 5 (PSF) IPIF1 TRIBUTARY AREA IFT 1-1 SC 6.6 405 93®6 I'1 I•i I_I "I m 1011 411 455 415 111 TC.1 6.IT 495 23,W - Iis7 m 20d 400 436 400 523 TG2 6.1E 496 T3 @r T4 21 m 30d 388 42S 3B5 501 d. TC-3 6.t6 496 03 sr mI009 ssB 392 356 438 TC4 17.7 496 03 ^4y6 '019. 2Od 332 03 339 398 Gt 16.1E 446 CMU WALL g h SPECIAL INSPECTOR REQUIRED FOR THIS PERMIT a n WIND PRESSURE DIAGRAMS NOTE THE FIGURES SHIM REPRESENT CROSS VALUES. TO OBTAIN NET UPLIFT VALUES ONLY 10 PSF OF DEAD LOAD SHALL BE DEDUCTED FROM THEM D 1--EVL1Eita ffiterrourviJ E+�• CTsca �9a94s.ld.L.i"4! V ivn"fJ! V Lvn 0 nnP+Ne. �i'am4 F -- p C B 1760 NE LAC STRUCTURAL REVIEW APPROVED O. BLANCO 10/20/2020 10:11:19 AM ZE OF F(OR y.vJS o REVUE199 LLds O. RMeBa A AR41W7972 state AS SHOYON PYe}et Na P■ 2019 FTBIDATIONI ANDAl D GROLOW FRAIDW PLAN SIR. d MIA 8 6 s O1 D I CONNECTOR $ `n N A 1 h M d i� B � I C c D a H 5 6 D2 05 M 09 16N7 9s 6s IS-ir Sio1 r 2AA WOOD CONNECTOR •A• OUTRGGFA @24' Ci NEW RB•I 3 2 BEAN SCHEDULE TOPRENFORCING T STUMPS MARK ELEVATION - 'B' T 'C 4 BARS F EA RRAARKS W D BARS BARS BASS _ BARS BARS _FACE S12E TYPE SPACING RB-I -61Y 16 Ir /40 _ /IB U Ti ®r RB-2 -T-f IS, tr 395 3115 U ❑ @S' RB3 -96 IT tr 395 395 93 ❑ ®r RBI .rS S' 1r 30S 345 O ❑ ®r R&S •7'Ir r 1r 395 395 01 ❑ ®r Engineer of record to provide structural details for the cricket LEGEND RM VAR it VAR 395 3E 93 ❑ ®r DEPUTE CONCRETE PREFAB WOOD a �' 1/4':12 minimum slope. aELGWCOLULIarwL BELOW TB 4-7 r 1P ICe 295 215 O ❑ ® 6 / DENOTES A CMLALN 1 ENDING AT THIS LEVEL SUPERIMPOSED LOADS DEAD 30 PSF ROOF 2 ` 2R/ WOOD LIVE 30 PSF SUM 7 OUTIUGGER @24- MOTE SHORE W ETIBTINO TRUSSES KEEP SHORE UNTIL KIM TB I NEW SUPPORTS ARE N PLACE NEW tMI - (TOPELN•-27) -/- NEW R113 - C2 5 CONNECTOR II 1 IS N, k EisTINGTa(TOP EL.r-T -- 1 GREATER OF GREATER OF LI 030 OR 03L2 0312 OR 03L3 U PRff Y GNDER ) NOTES D•BARS 1 PLACE A N.AXNUV OF 2 BARS PER LAYER N r-WIDE BEAMS. 2 SPLICE TOP BARB AT IBDSPAIJ M CLASS T TEN19ON LAP SPUCES 3 SPLICE T BARS AT SUPPORTS W; QA9S 'B' TENSION LAP SPLCFS. I PLACE C BAPS OVER RIGHT+IAND SUPPORT. UNLESS NOTED IN REDARNB �' I .R / ¢ — STRAP V4-16d NAILS NTO 'B' BARS STIRRUPS OR TIES BAR P TYP g BARS CONC. COL 5. T S AS SCHEDULED SHALL BE PLACED TRUSS AND INTO'PICGYBACK' SEE SCHEDULE FOR EACH SIDE OF BEAM TYP TYPE MASER AND &. PROVIDE 114 OF THE AREA OF THE !;yk SPACING OONT T BARS BOTTOM REPFORCNG OF THE ADJACENT iii ti $ E TW SEE $PLI�. SPAN WITH THE HIGHEST AREA OF BOTTOM c a•8y 1YP MUTES REPffOHCNG. BUT NOT LESS THAN BOTTOM fl LI 9'T.P gamy BARS OF THE SHALLWffBT BEAU iii N z TYPE F TENSION APSPLICE TYP TYPICAL BEAM BAR PLACING DIAGRAM �o NS TB 9--2) - FOR TRUSSES Ism'V NYJ'D LOW PRESSURE WIND I _ DESIGN PARALE ERS A-PLDDESIGN HAS BEEN DONE IN III 3 2 J 7 2 3 ROOFZONE PRESSURE (PSFI A ACCORDANCE WITH ASCE 7.10. DOWNWARD UPWARD IFIT B.EPOSSUREC' iI 1 I C-INTERNAL PRESSURE COEFFICIENT 1 163 233 GCw 018. 2 iSJ BB O-WIND VELOCITY V=175VPH I g 'PIGGYBACK' TRUSSES TO BE CONNECTED TO EACH TRUSS .1 I/ GA TALV STEEL TRUSS a STRAP "16d NAILS INTO TRUSS MID INTO _ PIGGYSACK'TYP EIUBTNG RIDGE 7 E%1410NG WOOD TRUSSED _ TO RENAN _ 1 EXISTING RESIDENCE NE CONTRACTOR MUSTVERFY IN FRO ALL CONDITIONS OF THE EXISTING STRUCTURE BEFORE BEGNN ING OF WOK Id _ u�a EXSTNhONSM41TOPIL*921, WI STEEL PLATE(SP EL Nr-21_ _-r_ -- _ _. $ _ PREFAp �1 KEYJ R88 GI C-1 EXSTMG TB PLOP EL 2,3 STRUCTURAL CONNECTOR 279 Yf0OD 21dl STRUCTURAL WOOD FASCIA .A. OUTMGGER @24- WOOD FASCIA BF , IT-V 6S Irs a ` 2 m 08 09 ` S3W 5 3 1&.3 AB 3 2 3 3 2 3 WEfiRMRG ZONE2 1. OVERHANG ZOE 3 163 & T 2 1 2 2 1 2 NOTES 1 DaENSIONS SHOWN SHALL BE FLE113-VERIFlFD. ANY ANDES SHALL BE NOTED AND THE t 1 ENGNEER OF RECORD NOTIFIED BEFORE CONTINUING WITH THE WORK REFER TOARCHTIECTURAL OYES FOR ADDn mAL DwimoNS 2 TRIES LNNUFACTURER TO PROVIDE DEW, LIVE AND WIND UPLIFT RFACIXM FOR ALL TRUSSES AND ORDERS FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BOTTOM CHORD N EXCESS OF 35 FEET THE ERECTION SMALL RE SINERVSED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGNEER OR REGSIERED ARCHITECT SHALL BE SUMATTTED ALONG WITH THE SHOP DRAWNKS AS PART OF THE PEIBBT DOCUMENT 3 STRAP ALL Y+IGGYBACO' TRUSSES 1YRH 1/ GA BY I' GALV STEEL STRAPS TO EA SUPPORTING TRUSS 2 2 W1 C Uld NAILS INTO TGGYBWK'TRUSS ARID INTO SUPPORTNG TRUSSES STRAP RY VI-VUE ". A AS THE ENGINEER OF RECORD OF THIS DESIGN. I HEREBY STATE THAT THE NET W'ND UPLIFT REACTIONS SHOWN N THIS RAN SHALL SUPERSEDE THOSE SOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND MNEERMG CALCULATIONS THE NET MIND UPLIFT REACTIONS WERE CALCULATED 8Y MYSELF CONROERNG LOCATION. TRIBUTARY ARM HEIGHT AND ROOF SLOPE IN 2 ACCORDANCE WITH THE ASCE 7.10 CODE FOR A SPECIFIC WIND VELOCITY. THE CONNECTORS NOTED IN ` RAN EXCEED THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN 2 5. UAN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES 5 THE ROOF SYSTEM S DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE AND EATS THE REOU REMFNTS OF CHAPTER 23 F B C. 231917 1 7 OVERSTRESSING OF OD FOR 1AZ OESGN IS ALLOYED BUT NOT TO OVERSTRESS TRUSS VETAL RATES WHICH IS NOT ALLOWED BY ASCE 7.10 B FOR WATER PROOFING DETAILS SEE ARCHITECTURAL DRAWINGS I r' z z 22 2 2 3 3 3 3 3 3 STRUCTURAL REVIEW APPROVED O. eLANCO 10/202020 10:11,37 AM WOOD CONNECTOR SCHEDULE CONNECTOR ALLGNJABLE LOAD VALUES (LBSI TYPE CONNECTOR UPLIFT DOWN LATERALLOAD LATERAL LOW NAIL SIB QUANTITY FLORIDA APPROVAL PARALLEL PERPENDICULAR MMA12 BY 57001ty' IN STRAP& FL-162BI-R2 A NUVUE 1046 700 Ion &10dF1VIN SEAT N(W13♦ W17 B W� BY 1� am 1430 9•tOd<I-r NSTRAPS FL 1&i9AR2 810011•y'INSEAT NOA-134DM 17 WRT-22 BY 1132 17I 16d OR 1O I `,' NAILS FL-16299M - NU-YUE IN EACH VEMAI NQA-15¢A701 BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:19:31 PM 3 2 1 rNavu@lta 13aj.C� rea tuaa.rawau.1 28� sw aiTEii❑ O nronr•.x FL a31 aN F-- CO) y o W �LL a/ U, zM W y Z �- N g Q q- C B lE OF-F(OR g.`J5 0 I3EV�FN 99 NRtouT. "SNP' t'D p�N Luis O. Revuelta A AR40PM UM, AB SHOWN PK. P12C1B at" 110. S102 d O LA OR .- - 1 3's C F T-T CONT 31S T-r WHICHEVER I 1 1 F _ FD STING TO BE REINFORCED g-gAp3 SIN, idlN. b TSARS YNV RSV (�� •, STEEL PL TE (SO DETAIL A ON 83DWOP EL 441 4UGYBACMTRUSSESTOBE STLI. HOOK CONNECTED TO EACH TRUSS I r 14 GA-'GALV. STEEL TRUSS NOTES D•BARS 1 PLACE A N.AXNUV OF 2 BARS PER LAYER N r-WIDE BEAMS. 2 SPLICE TOP BARB AT IBDSPAIJ M CLASS T TEN19ON LAP SPUCES 3 SPLICE T BARS AT SUPPORTS W; QA9S 'B' TENSION LAP SPLCFS. I PLACE C BAPS OVER RIGHT+IAND SUPPORT. UNLESS NOTED IN REDARNB �' I .R / ¢ — STRAP V4-16d NAILS NTO 'B' BARS STIRRUPS OR TIES BAR P TYP g BARS CONC. COL 5. T S AS SCHEDULED SHALL BE PLACED TRUSS AND INTO'PICGYBACK' SEE SCHEDULE FOR EACH SIDE OF BEAM TYP TYPE MASER AND &. PROVIDE 114 OF THE AREA OF THE !;yk SPACING OONT T BARS BOTTOM REPFORCNG OF THE ADJACENT iii ti $ E TW SEE $PLI�. SPAN WITH THE HIGHEST AREA OF BOTTOM c a•8y 1YP MUTES REPffOHCNG. BUT NOT LESS THAN BOTTOM fl LI 9'T.P gamy BARS OF THE SHALLWffBT BEAU iii N z TYPE F TENSION APSPLICE TYP TYPICAL BEAM BAR PLACING DIAGRAM �o NS TB 9--2) - FOR TRUSSES Ism'V NYJ'D LOW PRESSURE WIND I _ DESIGN PARALE ERS A-PLDDESIGN HAS BEEN DONE IN III 3 2 J 7 2 3 ROOFZONE PRESSURE (PSFI A ACCORDANCE WITH ASCE 7.10. DOWNWARD UPWARD IFIT B.EPOSSUREC' iI 1 I C-INTERNAL PRESSURE COEFFICIENT 1 163 233 GCw 018. 2 iSJ BB O-WIND VELOCITY V=175VPH I g 'PIGGYBACK' TRUSSES TO BE CONNECTED TO EACH TRUSS .1 I/ GA TALV STEEL TRUSS a STRAP "16d NAILS INTO TRUSS MID INTO _ PIGGYSACK'TYP EIUBTNG RIDGE 7 E%1410NG WOOD TRUSSED _ TO RENAN _ 1 EXISTING RESIDENCE NE CONTRACTOR MUSTVERFY IN FRO ALL CONDITIONS OF THE EXISTING STRUCTURE BEFORE BEGNN ING OF WOK Id _ u�a EXSTNhONSM41TOPIL*921, WI STEEL PLATE(SP EL Nr-21_ _-r_ -- _ _. $ _ PREFAp �1 KEYJ R88 GI C-1 EXSTMG TB PLOP EL 2,3 STRUCTURAL CONNECTOR 279 Yf0OD 21dl STRUCTURAL WOOD FASCIA .A. OUTMGGER @24- WOOD FASCIA BF , IT-V 6S Irs a ` 2 m 08 09 ` S3W 5 3 1&.3 AB 3 2 3 3 2 3 WEfiRMRG ZONE2 1. OVERHANG ZOE 3 163 & T 2 1 2 2 1 2 NOTES 1 DaENSIONS SHOWN SHALL BE FLE113-VERIFlFD. ANY ANDES SHALL BE NOTED AND THE t 1 ENGNEER OF RECORD NOTIFIED BEFORE CONTINUING WITH THE WORK REFER TOARCHTIECTURAL OYES FOR ADDn mAL DwimoNS 2 TRIES LNNUFACTURER TO PROVIDE DEW, LIVE AND WIND UPLIFT RFACIXM FOR ALL TRUSSES AND ORDERS FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BOTTOM CHORD N EXCESS OF 35 FEET THE ERECTION SMALL RE SINERVSED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGNEER OR REGSIERED ARCHITECT SHALL BE SUMATTTED ALONG WITH THE SHOP DRAWNKS AS PART OF THE PEIBBT DOCUMENT 3 STRAP ALL Y+IGGYBACO' TRUSSES 1YRH 1/ GA BY I' GALV STEEL STRAPS TO EA SUPPORTING TRUSS 2 2 W1 C Uld NAILS INTO TGGYBWK'TRUSS ARID INTO SUPPORTNG TRUSSES STRAP RY VI-VUE ". A AS THE ENGINEER OF RECORD OF THIS DESIGN. I HEREBY STATE THAT THE NET W'ND UPLIFT REACTIONS SHOWN N THIS RAN SHALL SUPERSEDE THOSE SOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND MNEERMG CALCULATIONS THE NET MIND UPLIFT REACTIONS WERE CALCULATED 8Y MYSELF CONROERNG LOCATION. TRIBUTARY ARM HEIGHT AND ROOF SLOPE IN 2 ACCORDANCE WITH THE ASCE 7.10 CODE FOR A SPECIFIC WIND VELOCITY. THE CONNECTORS NOTED IN ` RAN EXCEED THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN 2 5. UAN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES 5 THE ROOF SYSTEM S DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE AND EATS THE REOU REMFNTS OF CHAPTER 23 F B C. 231917 1 7 OVERSTRESSING OF OD FOR 1AZ OESGN IS ALLOYED BUT NOT TO OVERSTRESS TRUSS VETAL RATES WHICH IS NOT ALLOWED BY ASCE 7.10 B FOR WATER PROOFING DETAILS SEE ARCHITECTURAL DRAWINGS I r' z z 22 2 2 3 3 3 3 3 3 STRUCTURAL REVIEW APPROVED O. eLANCO 10/202020 10:11,37 AM WOOD CONNECTOR SCHEDULE CONNECTOR ALLGNJABLE LOAD VALUES (LBSI TYPE CONNECTOR UPLIFT DOWN LATERALLOAD LATERAL LOW NAIL SIB QUANTITY FLORIDA APPROVAL PARALLEL PERPENDICULAR MMA12 BY 57001ty' IN STRAP& FL-162BI-R2 A NUVUE 1046 700 Ion &10dF1VIN SEAT N(W13♦ W17 B W� BY 1� am 1430 9•tOd<I-r NSTRAPS FL 1&i9AR2 810011•y'INSEAT NOA-134DM 17 WRT-22 BY 1132 17I 16d OR 1O I `,' NAILS FL-16299M - NU-YUE IN EACH VEMAI NQA-15¢A701 BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:19:31 PM 3 2 1 rNavu@lta 13aj.C� rea tuaa.rawau.1 28� sw aiTEii❑ O nronr•.x FL a31 aN F-- CO) y o W �LL a/ U, zM W y Z �- N g Q q- C B lE OF-F(OR g.`J5 0 I3EV�FN 99 NRtouT. "SNP' t'D p�N Luis O. Revuelta A AR40PM UM, AB SHOWN PK. P12C1B at" 110. S102 d O LA OR .- - 1 3's C F T-T CONT 31S T-r WHICHEVER I 1 1 F _ FD STING TO BE REINFORCED g-gAp3 SIN, idlN. b TSARS YNV RSV (�� •, STEEL PL TE (SO DETAIL A ON 83DWOP EL 441 4UGYBACMTRUSSESTOBE STLI. HOOK CONNECTED TO EACH TRUSS I r 14 GA-'GALV. STEEL TRUSS �' I .R / ¢ — STRAP V4-16d NAILS NTO 'B' BARS STIRRUPS OR TIES BAR P TYP g BARS CONC. COL 5. T S AS SCHEDULED SHALL BE PLACED TRUSS AND INTO'PICGYBACK' SEE SCHEDULE FOR EACH SIDE OF BEAM TYP TYPE MASER AND &. PROVIDE 114 OF THE AREA OF THE !;yk SPACING OONT T BARS BOTTOM REPFORCNG OF THE ADJACENT iii ti $ E TW SEE $PLI�. SPAN WITH THE HIGHEST AREA OF BOTTOM c a•8y 1YP MUTES REPffOHCNG. BUT NOT LESS THAN BOTTOM fl LI 9'T.P gamy BARS OF THE SHALLWffBT BEAU iii N z TYPE F TENSION APSPLICE TYP TYPICAL BEAM BAR PLACING DIAGRAM �o NS TB 9--2) - FOR TRUSSES Ism'V NYJ'D LOW PRESSURE WIND I _ DESIGN PARALE ERS A-PLDDESIGN HAS BEEN DONE IN III 3 2 J 7 2 3 ROOFZONE PRESSURE (PSFI A ACCORDANCE WITH ASCE 7.10. DOWNWARD UPWARD IFIT B.EPOSSUREC' iI 1 I C-INTERNAL PRESSURE COEFFICIENT 1 163 233 GCw 018. 2 iSJ BB O-WIND VELOCITY V=175VPH I g 'PIGGYBACK' TRUSSES TO BE CONNECTED TO EACH TRUSS .1 I/ GA TALV STEEL TRUSS a STRAP "16d NAILS INTO TRUSS MID INTO _ PIGGYSACK'TYP EIUBTNG RIDGE 7 E%1410NG WOOD TRUSSED _ TO RENAN _ 1 EXISTING RESIDENCE NE CONTRACTOR MUSTVERFY IN FRO ALL CONDITIONS OF THE EXISTING STRUCTURE BEFORE BEGNN ING OF WOK Id _ u�a EXSTNhONSM41TOPIL*921, WI STEEL PLATE(SP EL Nr-21_ _-r_ -- _ _. $ _ PREFAp �1 KEYJ R88 GI C-1 EXSTMG TB PLOP EL 2,3 STRUCTURAL CONNECTOR 279 Yf0OD 21dl STRUCTURAL WOOD FASCIA .A. OUTMGGER @24- WOOD FASCIA BF , IT-V 6S Irs a ` 2 m 08 09 ` S3W 5 3 1&.3 AB 3 2 3 3 2 3 WEfiRMRG ZONE2 1. OVERHANG ZOE 3 163 & T 2 1 2 2 1 2 NOTES 1 DaENSIONS SHOWN SHALL BE FLE113-VERIFlFD. ANY ANDES SHALL BE NOTED AND THE t 1 ENGNEER OF RECORD NOTIFIED BEFORE CONTINUING WITH THE WORK REFER TOARCHTIECTURAL OYES FOR ADDn mAL DwimoNS 2 TRIES LNNUFACTURER TO PROVIDE DEW, LIVE AND WIND UPLIFT RFACIXM FOR ALL TRUSSES AND ORDERS FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BOTTOM CHORD N EXCESS OF 35 FEET THE ERECTION SMALL RE SINERVSED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGNEER OR REGSIERED ARCHITECT SHALL BE SUMATTTED ALONG WITH THE SHOP DRAWNKS AS PART OF THE PEIBBT DOCUMENT 3 STRAP ALL Y+IGGYBACO' TRUSSES 1YRH 1/ GA BY I' GALV STEEL STRAPS TO EA SUPPORTING TRUSS 2 2 W1 C Uld NAILS INTO TGGYBWK'TRUSS ARID INTO SUPPORTNG TRUSSES STRAP RY VI-VUE ". A AS THE ENGINEER OF RECORD OF THIS DESIGN. I HEREBY STATE THAT THE NET W'ND UPLIFT REACTIONS SHOWN N THIS RAN SHALL SUPERSEDE THOSE SOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND MNEERMG CALCULATIONS THE NET MIND UPLIFT REACTIONS WERE CALCULATED 8Y MYSELF CONROERNG LOCATION. TRIBUTARY ARM HEIGHT AND ROOF SLOPE IN 2 ACCORDANCE WITH THE ASCE 7.10 CODE FOR A SPECIFIC WIND VELOCITY. THE CONNECTORS NOTED IN ` RAN EXCEED THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN 2 5. UAN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES 5 THE ROOF SYSTEM S DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE AND EATS THE REOU REMFNTS OF CHAPTER 23 F B C. 231917 1 7 OVERSTRESSING OF OD FOR 1AZ OESGN IS ALLOYED BUT NOT TO OVERSTRESS TRUSS VETAL RATES WHICH IS NOT ALLOWED BY ASCE 7.10 B FOR WATER PROOFING DETAILS SEE ARCHITECTURAL DRAWINGS I r' z z 22 2 2 3 3 3 3 3 3 STRUCTURAL REVIEW APPROVED O. eLANCO 10/202020 10:11,37 AM WOOD CONNECTOR SCHEDULE CONNECTOR ALLGNJABLE LOAD VALUES (LBSI TYPE CONNECTOR UPLIFT DOWN LATERALLOAD LATERAL LOW NAIL SIB QUANTITY FLORIDA APPROVAL PARALLEL PERPENDICULAR MMA12 BY 57001ty' IN STRAP& FL-162BI-R2 A NUVUE 1046 700 Ion &10dF1VIN SEAT N(W13♦ W17 B W� BY 1� am 1430 9•tOd<I-r NSTRAPS FL 1&i9AR2 810011•y'INSEAT NOA-134DM 17 WRT-22 BY 1132 17I 16d OR 1O I `,' NAILS FL-16299M - NU-YUE IN EACH VEMAI NQA-15¢A701 BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:19:31 PM 3 2 1 rNavu@lta 13aj.C� rea tuaa.rawau.1 28� sw aiTEii❑ O nronr•.x FL a31 aN F-- CO) y o W �LL a/ U, zM W y Z �- N g Q q- C B lE OF-F(OR g.`J5 0 I3EV�FN 99 NRtouT. "SNP' t'D p�N Luis O. Revuelta A AR40PM UM, AB SHOWN PK. P12C1B at" 110. S102 d O LA OR .- - 1 3's C F T-T CONT 31S T-r WHICHEVER I 1 1 F _ FD STING TO BE REINFORCED g-gAp3 SIN, idlN. b TSARS YNV RSV (�� •, STEEL PL TE (SO DETAIL A ON 83DWOP EL 441 4UGYBACMTRUSSESTOBE STLI. HOOK CONNECTED TO EACH TRUSS I r 14 GA-'GALV. STEEL TRUSS g 'PIGGYBACK' TRUSSES TO BE CONNECTED TO EACH TRUSS .1 I/ GA TALV STEEL TRUSS a STRAP "16d NAILS INTO TRUSS MID INTO _ PIGGYSACK'TYP EIUBTNG RIDGE 7 E%1410NG WOOD TRUSSED _ TO RENAN _ 1 EXISTING RESIDENCE NE CONTRACTOR MUSTVERFY IN FRO ALL CONDITIONS OF THE EXISTING STRUCTURE BEFORE BEGNN ING OF WOK Id _ u�a EXSTNhONSM41TOPIL*921, WI STEEL PLATE(SP EL Nr-21_ _-r_ -- _ _. $ _ PREFAp �1 KEYJ R88 GI C-1 EXSTMG TB PLOP EL 2,3 STRUCTURAL CONNECTOR 279 Yf0OD 21dl STRUCTURAL WOOD FASCIA .A. OUTMGGER @24- WOOD FASCIA BF , IT-V 6S Irs a ` 2 m 08 09 ` S3W 5 3 1&.3 AB 3 2 3 3 2 3 WEfiRMRG ZONE2 1. OVERHANG ZOE 3 163 & T 2 1 2 2 1 2 NOTES 1 DaENSIONS SHOWN SHALL BE FLE113-VERIFlFD. ANY ANDES SHALL BE NOTED AND THE t 1 ENGNEER OF RECORD NOTIFIED BEFORE CONTINUING WITH THE WORK REFER TOARCHTIECTURAL OYES FOR ADDn mAL DwimoNS 2 TRIES LNNUFACTURER TO PROVIDE DEW, LIVE AND WIND UPLIFT RFACIXM FOR ALL TRUSSES AND ORDERS FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BOTTOM CHORD N EXCESS OF 35 FEET THE ERECTION SMALL RE SINERVSED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGNEER OR REGSIERED ARCHITECT SHALL BE SUMATTTED ALONG WITH THE SHOP DRAWNKS AS PART OF THE PEIBBT DOCUMENT 3 STRAP ALL Y+IGGYBACO' TRUSSES 1YRH 1/ GA BY I' GALV STEEL STRAPS TO EA SUPPORTING TRUSS 2 2 W1 C Uld NAILS INTO TGGYBWK'TRUSS ARID INTO SUPPORTNG TRUSSES STRAP RY VI-VUE ". A AS THE ENGINEER OF RECORD OF THIS DESIGN. I HEREBY STATE THAT THE NET W'ND UPLIFT REACTIONS SHOWN N THIS RAN SHALL SUPERSEDE THOSE SOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND MNEERMG CALCULATIONS THE NET MIND UPLIFT REACTIONS WERE CALCULATED 8Y MYSELF CONROERNG LOCATION. TRIBUTARY ARM HEIGHT AND ROOF SLOPE IN 2 ACCORDANCE WITH THE ASCE 7.10 CODE FOR A SPECIFIC WIND VELOCITY. THE CONNECTORS NOTED IN ` RAN EXCEED THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN 2 5. UAN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES 5 THE ROOF SYSTEM S DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE AND EATS THE REOU REMFNTS OF CHAPTER 23 F B C. 231917 1 7 OVERSTRESSING OF OD FOR 1AZ OESGN IS ALLOYED BUT NOT TO OVERSTRESS TRUSS VETAL RATES WHICH IS NOT ALLOWED BY ASCE 7.10 B FOR WATER PROOFING DETAILS SEE ARCHITECTURAL DRAWINGS I r' z z 22 2 2 3 3 3 3 3 3 STRUCTURAL REVIEW APPROVED O. eLANCO 10/202020 10:11,37 AM WOOD CONNECTOR SCHEDULE CONNECTOR ALLGNJABLE LOAD VALUES (LBSI TYPE CONNECTOR UPLIFT DOWN LATERALLOAD LATERAL LOW NAIL SIB QUANTITY FLORIDA APPROVAL PARALLEL PERPENDICULAR MMA12 BY 57001ty' IN STRAP& FL-162BI-R2 A NUVUE 1046 700 Ion &10dF1VIN SEAT N(W13♦ W17 B W� BY 1� am 1430 9•tOd<I-r NSTRAPS FL 1&i9AR2 810011•y'INSEAT NOA-134DM 17 WRT-22 BY 1132 17I 16d OR 1O I `,' NAILS FL-16299M - NU-YUE IN EACH VEMAI NQA-15¢A701 BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:19:31 PM 3 2 1 rNavu@lta 13aj.C� rea tuaa.rawau.1 28� sw aiTEii❑ O nronr•.x FL a31 aN F-- CO) y o W �LL a/ U, zM W y Z �- N g Q q- C B lE OF-F(OR g.`J5 0 I3EV�FN 99 NRtouT. "SNP' t'D p�N Luis O. Revuelta A AR40PM UM, AB SHOWN PK. P12C1B at" 110. S102 d O LA OR .- - 1 3's C F T-T CONT 31S T-r WHICHEVER I 1 1 F _ FD STING TO BE REINFORCED g-gAp3 SIN, idlN. b TSARS YNV RSV (�� •, STEEL PL TE (SO DETAIL A ON 83DWOP EL 441 4UGYBACMTRUSSESTOBE STLI. HOOK CONNECTED TO EACH TRUSS I r 14 GA-'GALV. STEEL TRUSS 5 3 1&.3 AB 3 2 3 3 2 3 WEfiRMRG ZONE2 1. OVERHANG ZOE 3 163 & T 2 1 2 2 1 2 NOTES 1 DaENSIONS SHOWN SHALL BE FLE113-VERIFlFD. ANY ANDES SHALL BE NOTED AND THE t 1 ENGNEER OF RECORD NOTIFIED BEFORE CONTINUING WITH THE WORK REFER TOARCHTIECTURAL OYES FOR ADDn mAL DwimoNS 2 TRIES LNNUFACTURER TO PROVIDE DEW, LIVE AND WIND UPLIFT RFACIXM FOR ALL TRUSSES AND ORDERS FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BOTTOM CHORD N EXCESS OF 35 FEET THE ERECTION SMALL RE SINERVSED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGNEER OR REGSIERED ARCHITECT SHALL BE SUMATTTED ALONG WITH THE SHOP DRAWNKS AS PART OF THE PEIBBT DOCUMENT 3 STRAP ALL Y+IGGYBACO' TRUSSES 1YRH 1/ GA BY I' GALV STEEL STRAPS TO EA SUPPORTING TRUSS 2 2 W1 C Uld NAILS INTO TGGYBWK'TRUSS ARID INTO SUPPORTNG TRUSSES STRAP RY VI-VUE ". A AS THE ENGINEER OF RECORD OF THIS DESIGN. I HEREBY STATE THAT THE NET W'ND UPLIFT REACTIONS SHOWN N THIS RAN SHALL SUPERSEDE THOSE SOWN IN THE TRUSS MANUFACTURER SHOP DRAWINGS AND MNEERMG CALCULATIONS THE NET MIND UPLIFT REACTIONS WERE CALCULATED 8Y MYSELF CONROERNG LOCATION. TRIBUTARY ARM HEIGHT AND ROOF SLOPE IN 2 ACCORDANCE WITH THE ASCE 7.10 CODE FOR A SPECIFIC WIND VELOCITY. THE CONNECTORS NOTED IN ` RAN EXCEED THE NET WIND UPLIFT REACTIONS SHOWN IN PLAN 2 5. UAN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES 5 THE ROOF SYSTEM S DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURE AND EATS THE REOU REMFNTS OF CHAPTER 23 F B C. 231917 1 7 OVERSTRESSING OF OD FOR 1AZ OESGN IS ALLOYED BUT NOT TO OVERSTRESS TRUSS VETAL RATES WHICH IS NOT ALLOWED BY ASCE 7.10 B FOR WATER PROOFING DETAILS SEE ARCHITECTURAL DRAWINGS I r' z z 22 2 2 3 3 3 3 3 3 STRUCTURAL REVIEW APPROVED O. eLANCO 10/202020 10:11,37 AM WOOD CONNECTOR SCHEDULE CONNECTOR ALLGNJABLE LOAD VALUES (LBSI TYPE CONNECTOR UPLIFT DOWN LATERALLOAD LATERAL LOW NAIL SIB QUANTITY FLORIDA APPROVAL PARALLEL PERPENDICULAR MMA12 BY 57001ty' IN STRAP& FL-162BI-R2 A NUVUE 1046 700 Ion &10dF1VIN SEAT N(W13♦ W17 B W� BY 1� am 1430 9•tOd<I-r NSTRAPS FL 1&i9AR2 810011•y'INSEAT NOA-134DM 17 WRT-22 BY 1132 17I 16d OR 1O I `,' NAILS FL-16299M - NU-YUE IN EACH VEMAI NQA-15¢A701 BUILDING REVIEW APPROVED I.NARANJO 11/03/2020 2:19:31 PM 3 2 1 rNavu@lta 13aj.C� rea tuaa.rawau.1 28� sw aiTEii❑ O nronr•.x FL a31 aN F-- CO) y o W �LL a/ U, zM W y Z �- N g Q q- C B lE OF-F(OR g.`J5 0 I3EV�FN 99 NRtouT. "SNP' t'D p�N Luis O. Revuelta A AR40PM UM, AB SHOWN PK. P12C1B at" 110. S102 d O LA OR .- - 1 3's C F T-T CONT 31S T-r WHICHEVER I 1 1 F _ FD STING TO BE REINFORCED g-gAp3 SIN, idlN. b TSARS YNV RSV (�� •, STEEL PL TE (SO DETAIL A ON 83DWOP EL 441 4UGYBACMTRUSSESTOBE STLI. HOOK CONNECTED TO EACH TRUSS I r 14 GA-'GALV. STEEL TRUSS rNavu@lta 13aj.C� rea tuaa.rawau.1 28� sw aiTEii❑ O nronr•.x FL a31 aN F-- CO) y o W �LL a/ U, zM W y Z �- N g Q q- C B lE OF-F(OR g.`J5 0 I3EV�FN 99 NRtouT. "SNP' t'D p�N Luis O. Revuelta A AR40PM UM, AB SHOWN PK. P12C1B at" 110. S102 d O LA OR .- - 1 3's C F T-T CONT 31S T-r WHICHEVER I 1 1 F _ FD STING TO BE REINFORCED g-gAp3 SIN, idlN. b TSARS YNV RSV (�� •, STEEL PL TE (SO DETAIL A ON 83DWOP EL 441 4UGYBACMTRUSSESTOBE STLI. HOOK CONNECTED TO EACH TRUSS I r 14 GA-'GALV. STEEL TRUSS o . • F U SEL •13'1"DATUU$ roP� 0 EL •e-r oA*um 0 SEAL EL : Q0' OATlL f F E GROUND FLOOR c A ld2C 9-20 EL •371D0DUOJ EL .9,r DAN.1 70 SEAd Y i ZONE Tg,101,14 S �. ZOYE4 -} ZU`5 PRESSURE416 PSF - UL gn • • ZONE 4 PRESSURE. W00 PSF 434 PSF NORTH ELEVATION ZONE4 ZONE PRESSURE PRESSPRESS ZONE 5 URE PRESSIktE -40 0 PSF •40 0 PSF .371 PSF 43.4 PSF 43 4 PSF >7 B PSF EL FFE O O ZONE 5 ZW 5 SOUTH ELEVATION ZONE T451' 0' .9 0 PSF 43 4 PSF ZONE 5 ZON: 5 T-F ZONE 4 4' T a zap ��• PRESSURE ZONE 4 PRESSURE • COVERED Q0PSF ••�1 ' .40op — TERRACE 43.4 PSF 434 PSF �� ZONE ZONE • PRESSURE PRESSURE •40 0 PSF .400 PSF 434 PSF 434 PSF EL. s 0'41• DATUMAL F F E GROUND FLOOR - 4 EL. 16 DATT ti TOP OF GRADE EAST ELEVATION DOOR & WINDOW WIND PRESSURE (PSF) DESIGN CRITERIA WADO'NSDOOR WND PRESSURES ASCE 1%0IND CALCULATED USING A W'M I75 ESN LL VELOCIT' CORECTLO.4ALTY FACTOR OF K�335 CATEGORY E)POSURE'C' CCEF OF INTEAN.L PRESSURE GCP=1018REF ZONE RISK CATEGORY I ZONE 4 ZONE 5 4IG14T=14r KC-0S5 VVNDOL45& TRANSO%t5 •400 •400 Rlr-339p1 (AREA 10 SO FT, 434 536 �i, DOORSAMDOWS •3U •352 tAREA 20 SO FT, _ JIe 500 DOORSM1VPNOYIS •371 •371 Co®fly__ffem Jos aya edEmmova is -Re [IDS- Job COD V - 713 1 r2M d Q 09:54 AM ZONE 5 EL •17-I t'04TU!d TOP OF. EL •S r oATW' T O 8EA 1 • ZONE 4 ZONE 4'-T 7 • • • ZONE 4 PRESSURE. ZONE 4 � PRESSURE -Q 0 PSF 40.0 PSF EL 4 0'0' DATLPAk, 434 PSF 434 PSF F F E GROU N EL -Z47 DANJ TOP OF GRACE WEST ELEVATION tAll T revuelt2 P'IYA�FI-18L8]I-lal nrr..•3 D Prolael C ReNe3wla B 0w h4ormati 41 1760 NE LLC C—mcfa OF FLOR'O ys o aEV�E 9 .4� c •eAE73 A1�� Luls O. Revuelta A AR41007972 AS SHOWN pr.pd Na PM 2019 WIND SU�RE CALCULATIONS e 5 4 3 1 ShM No. S201 B Qu Y Gz CONT 2.6 WOOD FASC A P T .12.15d NAILS r.T RAKED CONC. CAP .12 as CONT D EL •BB DATUMr TOP CONC BE" CONC BEAM SEEPLAN 5 SCHEDULE) C CUU COLLRW BEYOND ISEE PLAN S SCHEDULEI EL 0Z DATUM - O S GROUND FLOOR U@1P STAIR EL P OF DATUM TOP OF GRADE AN(AETE WALL FOOTING ISEE SCHEDULE SECTION 1 B 3'd.1 d 5 �AlRRBCNaF ".—COW PLYWDOD SNEATK&G CUPS EA SIDE .I 10a NAILS @V AND 100 NAILS I. - EDGE STRIP, ra• WIDE TYP bdWD00 PREFAB. WOOD OUTRGGER @r ORDER 12 AtE1Amts) 8)C RAXEDCONIC CAP .R 95 CONT CONC. BEAM BEYOND PREFAB WOOD TRUSSES @2r• TYP CONC BEAM (SEE PLAN 5 SCHEDULE) CONC. COLUMN BEYOND ISEE PAN A SCHEDULE) - NEW TERRACE FAMILY ROOM NEW W LIGHTCONC OVER EXISTING 'CDX• PLYWDDO NEW r• CONC SLAB ON GRADE NEW V CONIC. SLAB ON GRADE 94@17.34' (SEE PLAN) ,SEE PLAN) •— X— X— X— X—•X —K —1( —X —]( —X —X �• /I N VISOUEENSOUEENOCK TEO FILL MPACTED FLI,ISEE�PU X5 WOOD PATE EXISTING W�JOIST F(GEHEP—LAN) j-7EX]STING T BOTTOM N IF) TO REMAIN N I FI a ro FOOTING w1TCH ro FASTING P0011NG ti MArcH rofMG Xr EXISTING FOOTING E WALL FOOTm. CONCRETE WALL FOOTING EXSTNG WALL FOOTING DULE) ,SEE SCHEDULE, TO REMAIN y CMU COL. BEYOND ,SEE PLAN 5 SCHEDULE) COVERED ` PORCH 811 ttteee 1 b NEW A• CONIC gL SLAB ON GRADE i EL O r DATLLM Xr , ISEEPLAN) 3 T OSGROUND FLOOR •I X— X— X- ��. NEW ECONC WALL VISOUEEN W@1r •I I RANTHi I I I COIMPACTED;U �I •I I NEW8'CMU WALL EL-76DATUM L 8 A TOP OF GRADE • jg C •I I ¢ MATCH ~ FASTING FDWM. i[ I NEW CONC WALL FOOTING ISEESCHECULE) SECTION ofReg�toi 'end P.o,mm?c Rom - Jobs+ l 1 946 - 713 M= 11.09:54 AM 5-301 3 2 •HLmRrAnE' CLIPS EA SIDE bA WOOD OUTRIGGER @2r COYT M WOOD FASCIA P T .d 2-16a NAILS re RAKED CONC. CAP .2 b CONT Ir CMU BLOCK EL •B6 DATUM TOP CONC BEAM CONC BEAM 1. PLAN 5 SCHEDULE) CMU COLUMN BEYOND (SEE PUN 3 SCHEDULE, 1 'n••COX•PLYWDOD SHEATHLW 91GGYWX TRUSSES TO BE CONNECTED .X 10d RAILS @r AND 105 NAILS TO EACH TRUSS XP 14 GA •GALY. STEEL @A• EDGE STRIP rs WIDE. TYP TRUSS STRAP WAI-15tl NAILS INTO TRUSS AND INTO "PIGGYBACK TYP EUSONG WOOD OUTWGGER (V I F) CONT 4l1 P S1EF1 PLATE HUSFZ-1 WEDGE AKM KCHau.Pwro CONC. TIE BEAM ISEE DETAIL) h EXISTING TIE SEAM TIE COLUMN BEYOND SEE PLAN 5 SCHEWLEI PORCH EXISTING TERRACE RESIDENSE NEW r•CONC SLAB FASTING WOOD JOIST ON GRADE TO REMAIN N I Fl (SEE PLAN) EL -D r DATUM f T O.S. GROUND FLOOR x— x , a @1r STAIR • -.--_ _ V(SOL(EEN EXSTING 215'MOD PLATE ` AT BOTTOM N 11,, COMPACTED EL. •Z4 DATUM r FILL TOP OF CONIC PADS _ r CMU BLOCK IEEE PAN) MATCH TO � � MATCH TO EXISTING FOOTNG EXSTMG FOOTING CDiUi' ETE WALL CONCRETE WALL FOOTING FOOTING — EXJSr%G WALE FOOTING ISEE SLNEDLEI (SEE SCHEDULE) TO REMAIN SECTION 3WzI-2 I II I �� II NEWS' UWALL I NEtY r•Cox �M SLAB ON GRADE ISEEPLW , EL lr-r DATUM I X— x— X— �TOS GROUND FLOOR VSOUEEN COMPACTED FILL I 11111C MU WALL " b @X5 EL zs rwvD TOP OF GRADE I I I MATCH TO IV EXISTING FOOTING J • CONCRETE WALL FOOTING (SEE SCIE U) BUILDING REVIEW APPROVED I. NARANJO SECTION 4 11/03/2020 2:09:47 PM 3,!411.4. 4 3 CONT S•X11• STEEL PLATE GONT 'IV I- STEEL PLATE W':KWO(HUSELi WEDGE TRUSS NOT SHOWN WI.,*Kyra HUSU-I WEDGE AIXLHOPS X r• INTO CO.'C FOR CLARITY ANCHORS. r• INTO CONC TIE BEAU. RE BEAM to Z7 EXISTING TIE BEPAf CGNG TIE C0.ULM CONC TIE COLUMN _ STRUCTURAL REVIEW DETAIL APPROVED O. BLANCO TWO A 10/20/2020 10:11:52 AM NOTE: THE CONTRACTOR MUST VERIFY IN FIELD ALL CONDITIONS OF THE EXISTING STRUCTURE BEFORE BEGINNING OF WORK 2 1 revuelta rA—1 Ems• � �wuT3Ttaysam+� sw aireiio D rw�nn.R3.313R T vRo)eAt W C.) Z 111 G WD N �n Lu = l W W ap Z o N g Q r C Revkbns B 0— bd nl o. 1760 NE LLC Cmmussm ,)TILDE-FLOR 1? �O g vJ9 o REv�F 99 \RIX1ro •�NED PR�� LUIS O. Fhmepa A AR41007M AS SHOWN Pmpod Na PH 3015 Sh.0 Nn S301 a F 2 I D C a 7 a a• Na 2 SOUTHERN YELLOW PINE CROSS BRACING M MERS FASTENED TO TRUSSES 19TTH 2.16d NAILS EACH END 2 16d NARS.IYP TIC BRACING\ x I Y Wr SEE PLAN PREFAB. WOOD TRUSSES @ 2C TYPICAL X BRACING DETAIL W=,•.P ae (P T ). T.r WITH (Z 12d NALS EACH MUGS (2).i DW TAPCONS 2N4•CUNT LATERAL VOW BRACING MUB 1'i IATC t NAILED TO BOTTOM CHORD AT PANEL 13) 12d NALS AT BRACE PORT AT UAMU 1 ONT SPACM OR LESS IF TER11- -TITZ AT WALL REQUIRED BY TRUSS ENGL 41 ;4112d NAILS AT BRACE TERYANTNG AT GIRDER — - --- TRUSS. GIRDER TRIM Aa ' (OVERLAP @ SFUCES1 ' RE -ENGINEERED WOOD TWSS130TT CmRO TYPICAL LATERAL BRACING DETAIL 3 CvTH1• f- M P.T. WOOD 8R6K CONNECTED TO WALL W: IW DIA -TAPCOM SCREWS IN.OA 030114, 03) @ 17 O.C. WI1 1 LA• MIN EY.BED6ENT N CONC OR GROUT FILED 1 CELLS N CASE WI NDOYu DOOR IS TO HE CONNECTED DRECTLr NTO SUPPORTING STRUCTURAL ELEMENT (SEE N OA, AN DW SUE. SPACING AND LOAD BEARING CUU WALL FOR RENT PENETRATION INTO SUPPORTING STRUCTURAL SUEd SPACING SEE PLAN A ELEMENT AS PER MINA DADE N0A ITHRU A 1, P T SCHEDULE WOOD BIICKI SUPPORTING STRUCTURAL ELEG£R TO BE A CONCRETE COLUMW TIE COLUMN OR REINFORCED GROUT FILLED CELLS (SEE TANS AND SCHEDULES) TYPICAL WINDOW/ DOOR BUCK DETAIL 3C=I•{r STD N0 S LADDER -TYPE GAV STEEL JONT REId' @ EVERY COURSE BELOW GRADE AND @ EVERY OTHER COURSE ABOVE GRADE EXTEND RE16 @M"r1N OF r INTO TIE COLUMNS 9w06' CONC UASOMY UVTS TYPICAL WALL REINFORCING AT CORNER DETAIL NTS STD NO 6 LADDER -TYPE GALV STEEL JOT REV @ EVERY COURSE BELOW GRADE AND @ EVERY OTHER COURSE ABOVE GRADE EXTEND RENF @ MN OF C NTO TIE COLUMNS. irwr.16• CONC MASONRY UNITS TYPICAL WALL REINFORCING DETAIL NTS q� I WIDE.1'i DEEP SAW CJT 176` W Y CONTROL JOINT TO BE CUT O dFQ Wm494 24 HOURS AFTER SLAB IS POURED y W W F j!i n° a VISOLEEN $ TYP. CONTROL JOINT DETAIL (C.J.) $ NTS S A 145CONT }4{ WvfF ` —% X —X —X a 2 COMPACTED FIL 6 . SLAB EDGE DETAIL (TE) ll&CollfyDWlRrs l9lff1,II�F.67@IDQIMIC�DOL" �46 - W!3 thUb 11 N:54 AM -- — - — USE 5:7 COX STRUCTURAL I GRADE A•AL. PANELS EDGES 2V 20 Z-V LL .. . ... _.••..... ... ...... .. ..........• -- - C 0 C (SEE PLAN NOTES) PROVIDE 7.P TOP CHORD iS SLOPED BLOCKNG BENIEEN TRUSSES AT PANEL EDGES A TOE NA'L TO TOP CHORDS TYRCAL THROUGHOUT PLYWOOD SHEATHING NAILING PATTERN NTS lad NAILS @C0C SHAPED hd W00D BLOCKING ALONG RODE CONNECTED TO EA ADJACENT ,T- 'NM WI (2)161 TOE NAIS ROOF yIEATNnT, SEE GENERAL STRUCTURAL NOTES TOP CRORD OF WOOD MEMBERS BLOCKING AT RIDGE LINE TYPICAL DETAIL u=+•c TYPICAL CONTROL JOIN AROUND COLUMN DETAIL NIS REBAR FILL CELLS NI' MAX VERTICAL REINFORCING .,XkC PER SIZE OPENING (SEE W MAX FIANI 0❑ ❑C 0❑ ❑C ae' LANK DOOR OR Y"Al OPENNO 37 MAX BE ARCH. oo❑E D❑oo oo❑E IC FLL CELLS —TKREE SM NO V INTERLOCK EOCK � ❑❑❑❑N STEEL OUURSE BELOW GRADE AM @ ❑ EVERY OTHER COURSE ABOVE n REDAR S FIL CELLS - GRAD EXTEND WJNF. @LAIN. OF WELDED WOE TWO CELLS CANTO TIE COLUMNS EL SEE SEE PLAN WALL CORNER DETAIL WALL END DETAIL E CONT y COMPACTED FIL TYPICAL SLAB ON GRADE ELEVATION CHANGE NTS TYPICAL REINFORCING CMU CONC. BLOCK DETAIL NTS ROOF OR SECOND FLOOR TIE BEAN VElr RENF CONC TIE COLUMN HORIZONTAL JOINT RENF EVERY OTHER COURSE SEE GEN NOTES 8 CUU WALL (ABOVE GRADE) CLOSED TIES ti EZ SEE PLAN CONC. SLAB ON GRADE HORQ .m'NT REAF EVERY COURSE SEE GEN NOTES 6' CMU WALL (BELOW GRADE) DOWELS SAME SSE MID N0. AS VE1RT IgpNF STD HOOK WALL FOOTING LIME ROC( UNDISTURBED TYPICAL CONC TIE COLUMN - WALL FOOTING DETAIL HIS STRUCTURAL REVIEW APPROVED O. BLANCO 10/20/2020 10:12:06 AM rewelta ac3vtect a vTteirst.orgl 111oa..r ERarma,p. o,� .,Ira-acf.ra_a�sm.. D MMrt. FL a113t T Plolau C a 0, 1 UHamudioll 1T80 NE LLC lE OF F(p'Pi 4P' O g.vJ9 O REVUE v9 4R�tt.i"ro'" LUIS O. ReweDa A AR4007872 PERMIT SET Game 11812 0 Seam AS8HOM Pr*.t N. PIN m,s BReet None DETAILS St..O Na S401 4 2 1 AM AM American Consulting, Inc. 14331 SW 120`h Street, Suite 213, Miami, FL 33186, Ph: (786) 219 9490 www.amamericanconsulting.com 102 NE RESIDENCE 1020 NE 92" d STREET MIAMI SHORES, FL 33138 WINDOWS AND DOORS CALCULATION J Miami Shores Village Building Department Zoning Dept. Date Building Dept. Date Subject to compliance with all Federal, State and County rules and regulations. Permit# - --- C�1VED 411- 18 6sizz Daniel Gonzalez, PE Lic. No. 74271 CA# 31388 Page 1 of 75 Design Criteria • Calculations based on the 2017 Florida Building Code. • Design pressures based on Structural Plans S201. 0 All fasteners and anchor to be coated or stainless steel. • Glass to be: Laminated Glass as per ASTM standards. Note: Calculations based on shop drawings sealed on 06-2022. Dimensional variation of +/-1" Ok by inspection. Any deviation from conditions shown on calculations or shop drawings to be engineered separately. Page 2 of 75 WIND PRESSURES Page 3 of 75 - 1 7 cl F.F.E. 1Atir4 DOOR & WINDOW WIND PRESSURE (PSF) MrD01V31DOORMTIIDP CALCULATE USZOAM M DRECTONRIITT FACTOR OF "'CM ZONE ZONE4 ZONES Y09XM &TRANSOMS M0.0 MOD O EA ro SOFT) 43A -MA OOORMVFMM8 .3a2 -332 DDOtm11NpOM i •37.1 ,37.1 WTA 30 SOFT) 403 47D ZONE a E4 F.F.E. ZONE4 PRESSURE: NaEDPSF M43OD6 PPSSFF ZONES EL •,3•irOANM T��ROOF ,d7 DATIRM TA BFAAI — DESIGN CRRE2W w�E mro 1733TPN "a VELOQTY CATEGORY E7UMSM S COEF.OFWTENALPRE55URE ZOME6 GCO-al3 REF_ PRUESSUM FUSK CATEGORY HEWITICZ,mpg KOM 43a PSF 9-w9d FFE UROUNDFLOOR W6' TOP�GRAVE WEST ELEVATION vera Page 4 of 75 3 2 1 q-w. -9 PRIMMM - rrevueita D NWV�R3i,3! W V Z ui d �O W L W Z o N O c camubne LWa 0. Rwueft A AR-0OOTM PERMIT SET __ DLL PRODUCTS APPROVAL Page 5 of 75 M IAMDIADE MIANQ-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ES Windows, LLC 3550 NW 491 Street Miami, FL 33142 SCOPE: 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 RER - 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. RER 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 "EL300" Aluminum Outswing Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W17-59 Rev C, titled "ES-EL300-8' Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17 and last revised on 03/17/2022, prepared by Al- Farooq Corporation, signed and sealed by Jalal Farooq, 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 Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series, and the 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 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 revises & renews # 16-0617.03 consists of this page 1 and evidence pages E-l. E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.19-0918.03 Expiration Date: January 04, 2028 Approval Date: March 31, 2022 Page 1 Page 6 of 75 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED under previous approval A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-008, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 08/03/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6t' Edition (2017), dated 06/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 1. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0918.03 Expiration Date: January 04, 2028 Approval Date: March 31, 2022 E - 1 Page 7 of 75 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, to FBC-5'h Edition (2014) and FBC-61 Edition (2017) and of no financial interest dated 07/25/17, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/23/16, signed by Ishaq Chanda, P.E. G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W17-59 Rev C, titled "ES-EL300-8' Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17 and last revised on 03/17/2022, prepared by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-18-006, dated 10/11/18, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 08/03/17, signed and sealed by Constantin Bortes, P.E. C CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-71 Edition (2020), dated 11/21/2021 and last revised on 03/17/22, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09, -12. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0918.03 Expiration Date: January 04, 2028 Approval Date: March 31, 2022 E-2 Page 8 of 75 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 08/02/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayer", expiring on 07/04/23. 3. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Co. (MA) for their " Saflez Clear and Color Glass Interlayers", expiring on 05/21/26. 4. Notice of Acceptance No. 20-0822.03 issued to Eastman Chemical Co. (MA) for their "Saflez CP — Saflez and Saflez HP Composite Glass Interlayers with PET Core", expiring on 12/11/23. F. STATEMENTS 1. Statement letter of conformance to and FBC-r Edition (2020) and of no financial interest dated 11/21/22, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. G. OTHERS 1. This NOA revises # 16-0617.03, expiring 01/04/2028. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes (Documents in various ES files) 3. Addendum letter to test report #BTESW 18-006, issued by Blackwater Testing services. Inc. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0918.03 Expiration Date: January 04, 2028 Approval Date: March 31, 2022 E-3 Page 9 of 75 PRODUCT REVISED as srompltllaa with the Flatda Sullidlas NOA-MaCa�i19-091BA3 Dat*O11041202.8 BY 10-71: Was �o daft F p`{`yJJJ THESE DOORS ARE RATED FOR LARGE & SHALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES—EL300 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. FRS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORWA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE MOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SWMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERWS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISS00LAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENETIC AND DOES NOT PROHDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL - DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. au)u SQUARE BEAD OPTION 4 3/16' HEAT STREN'D. GLASS n LRtuj 3/8' AIR SPACE H n -� 3c 3/18' HEAT STREN'D. CUSS 3/16' HEAT STREN'D. GLASS O 090' Intertoyar 090' Interloyer'Tr �. a wol,Kor f� PYB R'Kuroray Ametteo, Inc.' By By 'KW 'Kuraray Americo. hx.' O .090' wedayer ow Hnterloyer g y SenlryGlat SentryGlos n! a By'Kuraroy Inc.' By'Kuromy�yA�merica. krc. A yAsmarim . Pd8 PVB = Color Glass fXry7 pear And Cator Glass By'Eastman Ch*mlcW Co.' Sdbex And By 'Eastman Chemical Co.' a Cl 4 075' Intettoyer Saftea Starm. iax 075' tntaAayer Satter Storm Sagas & Sa HP ComirosKa With PET Coro By 'Eastman Chon ical. Co.' Sofks & Saflez For CompoNte VAIN PET Coro By 'Eastman Own*W Co.' LL 3/18'.HM SI 'D. GLASS 3/18' HEAT STREN'D. GLASS SILICONE SILICONE DOWSIL 285 DOWSIL 795 DOWSIL 985 DOWSIL 795 '� 2 5 YI DOWSIL 2400 DOWSIL 2400 n U tty—� M4 M4 'A' 'AI' z n z . wry z GLASS TYPE OVERALL LAY. GLASS GJASS TYPE I' OVERALL BISIA., LAM. GLASS . 0 _.7/16' _.._ _ _ _ GLAZING OPTIONS ' 13 Its; $ NOTE: i EXTERIOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. I � I ' I I I INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REMMAIEFR BASED ON WIND VELOCITY, BLDG. KEICK. WMD ZONE USING APPUCA" ASCE 7 STANDARD. STEP 2 FOR SNGLE (X) AND DOUBLE QOQ DOOR CAPACITIES SEE SHEET 2. STEPj FOR StDEU TE PANEL (0) CAPACITY SEE SHEEP 3. STEP 4 FOR SIDELRE COMMNATHIN WITH DOOR SEE MILLION CAPACITY CHART ON SHEET 4. STEP S THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 0/8' AIR SPACE CONSISTING OF: SP.ACF.H: 'HEUlMW9 LAW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE CLASS. SILICONE DOWSIL 701 GE 2000 � h91No. STATE Vi �r � d 38 7/8' 76' PRODUCT REVISED {�V YS FRAME WIDTH FRAME WIDTH nnao�Iri� witb the Fkaws 11�W » Cady 1; 35 5/16- 35 5/18' NOA�Io. 1943918.03 Z ; - LEAF WIDTH LEAF WIDTH HEAD ANCHORS oaal JIWA928 /-AT STILE ENDS ' 27 1/8 27 9>r SURFACE APPLIED - SURFACE APPLIED 1/8' w / (4) AT 3O.C. FALSE LIUNTINS D.L .OPc. t} FALSE MUNTM D.L on. J/ _3� s MAY BE USED 9 MAY BE USED £ A A � Q, C 04 \ LL J 11 // i W;2X IT N�o pppZ InACiME r Z7 5/8' YAX. 7 S/B" MAR. Mo. �AT STILE ENDSSILL ANCHORS �"HEAD/SILL HEAD HEAD/SOL HEAD (4) AT 3- O.C. CORNERS SILL CORNERS SILL STD. SILL TSINGLEWITH ADA SILL 4 TYPICAL ELEVATION TYPICAL ELEVATIONX) XX )c o`NOTE: GLASS D.L.O. FORMULAE: GLASS CAPACITIES ON THIS SHEET ARE D.LO. WIDTH - FRAME WIDTH - 11.750" (X DOORS)BASED ON ASTM E1300-09 (3 SEC. GUSTS) - (FRAME WIDTH - 21.750-)/2 (XX DOORS)AND FLORIDA BUILDING COMMISSION D.L.O. HEIGHT m FRAME HEIGHT - 11.438' (STD. BOT. RAIL)DECLARATORY STATEMENT DCAOS-DEC-219 a FRAME HEIGHT - 14.875' (HI -RISE BOT. RAIL) 0 stNaleDooltsLOAncAPAtTt1r-t�THpESNOLD91T.(-)WIDTHHEIGHTTYPES93-9/tb'510. 80.0 80-038-7/8"9b'3S-S/18�93�5/8'A04 80.0BOA 1 L� B u u J \ 11 u � DDUDte noolts Loon caeaclrsr - rsf FRAME LEAF THRESHOLD TYPES ERT•(+) WmTH HEIGHT WIDTH HEIGHT 78' 98' 3S-S/18' 93-9/18� STD. 80.0 80.0 7b' 98' JS-S/18' 93-5/8' AOA 80-0 80.0 C / a " o c \ 37 BIB" TYPICAL ELEVATION ( 0 SIDEM WAD CAPAWT - PSF OR STAND AIDNE STATIONARY PAIM 0) FRAMEI PANEL THRESKOW TYPES to.(+) WA-) WIDTH HEIGHT WIDTH I HEIGHT 37-5/e W 34-1/16. 93-0/16' STD. 60.0 amo 77--5/8- Sr 3,0-1in: 23-519"• ADA $0.0 60.0 0-5/8" 82* 40-1/le 140-1/16.1 i i STD. W.0 BOO 43-318r 62' 79-6/6- MA BOA 80-0 D.L.O. HEIGHT (SIDELITE) m FRAME HEIGHT - 11.438- (SM. BOT. RAIL) o FRAME HEIGHT - 14,875" (HI -RISE SOT. RAIL) D.L.O. WIDTH (SIDE LITE) m FRAME WIDTH - 12.563- 34 1/16' PANEL WIDTH SURFACE APPUM 25 I/W FALSE MUNTINS D.L OPO, MAY BE LOAM ii 11 II it U --- HEAD/SILL CORNERS stieetrte PRODUCT REVISED ;=§"0mlp=V4* tho FID11" moA-" 19-MISA3 eapiratim Daft0110412029. 148 1/18' FRAME WIDTH 35 3/8- 34 1/%G- LEAF WIDTH P!ANM WIDTH RFAD/SU ANCHORS 21 II IATSLE ENS .L111 (4) AT r D.C. 25 1/16- z e j.0'. D.LOG. , fli IT in c,4 (n z -1 IT-, 'NEWS. z ANCHORS LLION ENDS HEAD SILL TYPICAL ELEVATION o-xx-o NOTE-* THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 98.7 SO. Ft. SIM drawing no. W17-59 DESIGN LOAD CAPACITY - PEF DOM TO SBEUTE OR WOR M DDGR Mut1AN SDELIIE WIDTH WCHES FRAME HMIT WCHES 18 24 3D 38 42 82 80.0 80.0 80.0 80.0 80.0 IB 24 30 3S. 84 ma. IB 24 30 38 90 80.0 IB 24 30 16 86 80.0 80.0 80.0 i8.0 PRODUCT REVISED nhirtR rk6 the Florida NOA-1110. 19-0 118.03 ftplf m 128"1104*= BY 10-7 1 c ;, - ism 7j&�jat� �- -OVERALL FNAME W. OVERALL FRAME WIDTH OVERALL FRAME W DTX —OVERALL FRMIE WIDTH I n n I C� n t7 n I n A (7 I 1211 DOOR DOOR FRAME SIDELRE SDEUTE FRAME SIDELRE WDTH WIDTH WIDTH WIDTH WIDTH -i X0 ( OX0 ) DOOR DOOR OOOR DOOR FRAME SIDE(1TE FRAME FRAME FRAME SIOELITE WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH ( (ox ) �) OVERALL FRAME WIDTH OVERALL FRAME WIOTK n n n A (ZI 6VERAU. FRAME WIDTH r A J ! G \ DOOR SIOEUTE DOOR FRAME FRAME WIDTH WIDTH WIDTH T"I SDELRE DOOR FRAME NOTE WIDTH WIDTH FOR DOORS CAPACITY SEE SHEET 2 ( FOR SIDELRE CAPACITIES SEE SKEET 3. ( � 3 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SWEUTE, DOOR/SIDELTIE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. I.SDEUTE I DOOR FRAME. LIDEaU-TE WIDTH WIDTH IDTH (�) Na Bun - s �� •' ••STATE `�� a � g O na�. W17-59 SDELRE DOOR FRAME NOTE WIDTH WIDTH FOR DOORS CAPACITY SEE SHEET 2 ( FOR SIDELRE CAPACITIES SEE SKEET 3. ( � 3 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SWEUTE, DOOR/SIDELTIE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. I.SDEUTE I DOOR FRAME. LIDEaU-TE WIDTH WIDTH IDTH (�) Na Bun - s �� •' ••STATE `�� a � g O na�. W17-59 ,ICAL ANCHORS EDGE 0M. SEE ELEVS. /A m FOR SPACING �Y 0 PRODUCT REVISED • Y28 • I E17 ' a e9 Wth the Florida 4 $ NOA41M 19-0918.03 14w n g Ye et H><p-Am anta01104f2028 8 g fA pg O �O By is` Z 11E., fig Y26 p G Y6 8 E4 E12 41 1 � 1 J m o m tl R K1.- -N N d .n ° a O 1 W W j a 0 "ep w i� E O Y2 Eli i DOOR DETAILS 2 m E2 E2D 0 n S Y3 5a YB lYl llll l � � �• mu Or WEEP HOLES U25' '*-fMA$'�i 3/T X 1-1/2 c EI8 c Win 1TROY ENDS TYPICAL ANCHORS � Q••. STATE •• � drawing no. EDGE DIST. TYPICAL ANCHORS EDGE D!ST. SEE ELEVS. A� FOUR � r FOR SPACING %. t`-•''••a'(9;.�� W 17-59 eh jj S of 12 TYI9CAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO TFE ERJUING STRUCTURE. TYPICAL ANCHORS: SEE ELEv, FOR SPACING 1 /4' DIA, ULTRACON+ BY 'DEW 1 T' (F.-164 KSI. fy-148 M) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 13Y BUCKS INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) f 4' DLA. TEKc OR SEl F DRIt I LNG cCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/LAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 38 KSI MIN.) (STEEL IN CONTACT WITH ALUWWM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. MOOD AT HEAD OR JAM84 SG - 0.55 MIN. CONCRETE AT HEAD. SILL, OR JAMM f'c - 3000 PSI WK. C-SO GROUT FILLED BLOCK AT JAMBS Pm - 2000 PSI MN. 28Y WOOD BUCK OR STRUCTURE SEE NOTE SHEET 1 N LTYPISEE 'ELAN' PRODUCT REVISED FOR SPACING vAth the NOA-No. 18-0918.03 Expiratlon Dato01/04/2028 Control ey I,u•� I L4.�1 YlamWavto Product 1 �� NCUP�P NN1Y APPROVED i 1 z 1 SEE SEPARATE NOA j O g II II a I IL Ogg g Di TYPICAL ANCHORS TYPICAI. AN SEE EIEVS. SEE EIiYSOnOrLS O FOR SPACING.. FOR SPACING Q 1 J DOOR DETAILS 6tDgEluz 17 dfOWlfl�j AO. ' •.!120R10{• r r) TYPICAL Fa TUCK CkL ANCHORS ELEV. SPACING PRODUCT REVISED complylunre v "tM Fbrme NOA,MkL a19-0918.03 e.ph.tb. D.t.01/04/2028 control riPIC& ANCM MS SEE ELEV. FOR SPACING DOOR DETAILS m z 04 3z��+ yI� U; C3 IJ Lal " M o dicing no. W 17-59 TYPICAL ANCHC n �V EDGE GIST. SEE ELM FOR SPACING �Y ' Z u 6 p OYz6 PRODUCT REVISED v< 8 as with 1 the Florida E� w) NOA-Mo. 19-0918.03 E17 F.zptmN Daft0110412028 y, _ By 1 sf-71 Z4.1. Mani ad Product Control f 8 t j An i g �5gui O Z� w t t 3 Z c n o >s W M a w u MI 5, O Ell / Ezo SIDELITE DETAILS s a sms � -may 5 .t N EJ Y .• V \Ly4�Vl�o J/I %P1 -�ln a , a E19 ► <- ' a Y15' MAR I L[ * $ � d b 1 FROM ENDS • . ' ' EDGE DIST. TYPICAL ANCHOFIS TYPICAL A4d/0R5 � •'., SMEOF 'y am droving no. SEE ELEVS. EDGE DISC. �- i �OlBd'.•' •\ FOR SPACING FOR SSPA�aNc `S (? ` W17-59 rl 11 \ sheet 8 of 12 O AT SUS OR INKS V 2 H /— AT 8' ' D. ENDS J 1/4' MAX. / AND 12' O.C. MAX. � SHIM `E22) Y1 EB Z ; Y25 E12 Y2 EB E6 Y2 Y24 E12 IY Q °p 9� TYPICAL ANCHORS.• •.: -: ' _ - — F 1 SEE E/EV.. fi V FOR SPACING .. - _I f--- - --- ----- c 00 . 14 W @i PRo.DUCT REVISED o rrkh EXTERIOR the FloMm yQ Z BYDd6yCody E17 EI YS Y24 N28 Y27 E21 4 EIB Y22 Y12 N2J N2 E27 Mt1A-No. 19-0918.03 D.L. OPG. v w F 8>�IratNa ltata0l/0412028 SMELITE PANEL WIDTH ._._ DOOR LFAF_WIDTH Mhnd t)aft Product Con4»I SIDELITE FRAME WIDTH DOOR FRAME WIDTH J m o � 2 O U EB [12 n C4 n Y2 Y24 E12 E22 O E22 E11 Y2� Y2 E6 s ' m .n p n W W EXTERIOR EXTERIOR Yp�� E16 Y22 Y12 u28 27 E2' QI 5 g � E16 Y24 DOOR LEAF WIDTH DOOR LEAF WIDTH DOOR FRAME WIDM DOOR FRAME WIDTH SIDELRE FRAME WIDTH o jrz : •• ffWe OF '• .� Mowing no SIDELITE DETAILS �� I II It �� sheet 9 of 12 READ. D1;BCB�ON 1tATFJYAI. MANP./8UPP13HT/EHLLBY3 El ES-EL300-001 3 FRAME HEAD/JAYS 8083-T8 - Q ES-E1.300-002 1 FRAME SILL (SfOJ 8083-TB - F3 ES-EL300-007. t FRAME SILL (ADA) 8003-T6 - E{ ES-EL3D0-004 2/ LEAF TOP AND BOTTOM RAIL BOB3-TO - Es ES-EWE-NX1s 1/ LEAF HI -RISE BOTTOM PAD. 8083-re - EB ES-EIJW-000 1/ LEAF JAMB STILE 808.5-10 - E9 ES-ELJ00-009 1 ASTRAGAL SfLE (ACTIVE) 8pg3_TB - E10 ES-EL100-010 1 ASTRAGAL SRLE (INACTIVE) 0083-TO - E11 ES-0.300-011 i ADA SILL W STPoP ADAPTER 8083-TB - E12 ES-EL]00-012 1 FRAME COVER 80b]-TS - E13 f5-F1300-013 1/ LEAF GlA'i5 STOP (LAM. MASS) fi08J-15 - E14 ES-0.300-014 4/ LEAF GLASS STOP (LAY. GLASS) 608]-TS - E15 ES-0.3NX1-018 4/ LEAF GLASS STOP (IhSI1L LAY. G1J55) 6061-T8 - f16 ES-EL300-0IB AS REOD. SNAP W iOJ.ER 6083-TB - E17 E1B ES-EI.300-017 ES-EL3t�-018 AS REOO. EXTERIOR TRW IW83-T8 - .. AS REOD. FRAME COVER 8083-TS - E78 ES-EL300-019 1 COVER STD. SILL BOBS-T8 - QO ES-8011 1 COVER ADA SD.I 0083-T6 - QI ACC-PL-020 1 BACK UP MATE 8083-T8 - Q2 ES-EL3W-026 1 MULLION BOB3-TB - Y1 ES-S608A AS IK00. GAZING CASKET SILICONE SIICONE IXINOUETFR tlStS SHORE A Dl1fA11ETFR 70SS SHORE A Y2 ES-P2S1-�S4 AS REOD. FJRERIOR LEAF GASKET M3 ES-45T-fi09 AS REOJ. ADA SILL GASKET EPOLI BUROLIETER 70t3 SHORE A Y{ ES-21 -804A 2/ LITE SETTING BLOQIS AT 1/4 POINTS SIIXX>NE OUROUETER BOtB SHORE A Y3 Wz3221N0 As ILrOD. PRE W STPoPMNO POLYPROPYLENE - Y8 W23221KK AS REOD. PILE 1751TOPPING POLYPttO�T'..ENE i - Y7 W2J381PO( AS REOD. PILE W'SIR1170iG POI.IPROPYt£HE - Y12 - 4/ LEAF HINGE ASHY - FU(�R Y27 (l2-24 X 1/2' - HINGE iASfONERS SF/Si F.1 SLLS Y2J /8 % 1/2' - - W'STR[P ADAPTER FASTENERS ST/ST PH SMS Y24 /t0 X 3/4' FIX. PANEL FASTENERS. AT 8' FRO-4 ENDS & 12' O.C. ST/ST PH SUS Y23 /I2 % 1-3/4' - FRAME ASSEMBLY FASTErffRS SF/Si PH SMS Y28 3/8-IB % 2' - LEAF/PANEL ASSEMBLY FASTENERS ST/ST Ff.1( CM FULL THREAD IB-8 tl27 - - 3/8' YDl3HER SF/ST HEX GIP FULL THREAD 18-8 Y29 �10 % 1-3/4' A5 REOD. HEAD ASSFMBI.Y FASTENERS Si/ST PH SMS n Z 3 LOCKS: G SACTIVE LEAF., URFACE MOUNT 3 POINT MORTISE LOCK SYSTEM ��.. BY 'D4TERLOCK USA' �yuI KEY OPERATED ON EXTERIOR AND THUMB TURN ONINTERI LEVFROTYPE HANDLE AT 43-5/8- FROM BOTTOM $ N ACTIVATES BOLTS ENGAGING 3/4' MIN. AT HEAD AND SILL O (2) 010 X 3/4' FH SMS INACTIVE LEAF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY WrERLOCK USA' LL Z s LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM g ACTIVATES SHOOT BOLTS ENGAGING 3/4' WN. AT HEAD AND SILL FASTENED WITH (2) 110 X 3/4' FH SMS --- 4-1/2' LONG RUSH MOUNT STEEL BUTT INGES BY 'WAGER' FASTENED WITH 12-24 % 1/2' FM MACHINE SCREWS QQ 1D FOUR PER HASP(LEAF). TOP AND BOTTOM HINGES AT 7-7/8' FROM EACH END toy •�i (1) HINGE READ. AT MIDSPAN FOR 82' HIGH DOORS WITH Z' STANDARD THRESHOLD ONLY. V ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8- O.C. MAX. O W R ��; SEALANTS: `I " ALL FRAME AND LEAF JOINTS AND SEAMS SEALED g 4 n WITH DOWSIL 791 SILICONE. Z 3z��+ {{ C3 pJ W I L d V) F PRODUCT REVISED aomPl>/Ltp ..InI tll. l�lo.Fd. 2 1 1 MCA No. 19-0918.03 Ell E IEtplrmtl oa2.01l0412028 oy ICI. I Lb+w l tlllt111 FFF�� F A: 0 O ii n 'n..a...�.�•� W17-59 F j�t'l ll� sheaf 10of 12 1T'1?lt � PART t.000� .070 1.600 7YP 1.400 2.t,6 f Ei FRAME HEAP/JAMB 3b25 E4 TOP AND 1.730 I 0B0 TYP. t,500 II i.,fiG F-- BOTTOM RNL Gao I TYP. 1.490 2065 5.296 ea ASTRAGAL STILE (ACTIVE) .793 .793 2 .873 .062 ,.222 b73 082 1.222 •873 082 1.222 ,� TIP. y�- IYP. T E1J E,4 E15 GLASS STOP (LAM. GLASS) CLASS STOP (INSUL LAM. GLASS) n 0 3 n Oil m t 8 � QF ^ � `VY � s .. Q yg� LL 1I CZZ7 W 2 2 j n z � V w w Z f3� * N Q a n Z ; fAIn v L1j r) _' 1.827 '120� 070 L TYP. 1.500 .456 T- 3.985 EY FRAME SILL (STD.) i .400 Ip- , 88 92� 0e0 1.319 � '� TYP. I -._.._.. _ 4. 2.065 •701'7p 1.490 .070 TYP. 4.000 I 3.111.2 M-3.825 1.7� 2.096 F10 ASTRAGAL STILE (INACTNE) .303 t.6QU-�i 2.518 E18 SNAP 9r FILLER E22 MULLION PRODUCT REVISED �Wfrinn with The Florida NO/Mlm 1943918.03 eaWration onta0110412028 contmi 7.1Z5 1.480 I+- 080 Typ 8.000 1.730 ,080 1.173 �. ,� .250 3.979- FRAME SILL (ADA) 1.22fi 324 -� 1.314 Et t ADA W STRIP ADAPTER EHI-RISE BOTTOM RAIL 3.182 NIX 81223 .070 •' STATE ', . mop., E17 EXTERIOR TRIM c 0 �4.5W 080 TYP. 1.7� 1.490 I 045 -� Typ.J. M1.896-i E12 FRAME COVER E6 JAW STILE s o g d ssa o y$ n drawing no - W17-59 • L,.708 E16 FRAME COVER �{ 1.118 .289 .050 TT E/9 COVER STD. SLL y 287 Ego COVER ADA SILL PRODUCT REVISED coeiphiuv wta the Flonaa NOA-WaCafi19-0918.03 R�.IMI,.� a wesO1I04/2028 control • NO.81223 8 .� 8fA7E OF .•��`,•, dravmg no. MIAMI•QADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ES Windows, LLC 3550 NW 491 Street Miami, FL 33142 SCOPE: 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 RER - 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. RER 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 "EL400" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-73 Rev C, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on July 22, 2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Elevations in sheets 1, 2, 3, 4 and anchors requirements. See Header anchor capacity charts in sheet 6 and Glass capacity VS size in sheet 5.Overall Lower Design Pressure (DP) controls for entire the assembly. 2. See sheets 7 thru 13 for various configurations, tracks, pockets, non -pockets and allowable frame area. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series, and the 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 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 renews NOA # 21-0728.02 consists of this page 1 and evidence pages E-1, E-2, E-3, E-4,and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 Page 22 of 75 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5o' Edition (2014) and FBC-61 Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer", expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflez Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflez CP — Saflez and Saflez HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 1 l/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5ffi Edition (2014) and FBC-61 Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1 sk47 Page 2Lf b i - L11.1n-k. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continue) 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq I. Chanda, P.E. 2. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. W16-73 Rev B, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on Dec 30, 2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-7t' Edition (2020), dated 11/18/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 &-16. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Safleg Clear and Color Glass Interlayers", expiring on 05/21/21. 4. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Co. (MA) for their "Safleg CP — Safleg and Saflez BP Composite Glass Interlayers with PET Core", expiring on 11/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-71 Edition (2020) and No financial interest, dated 11/18/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Test Lab Compliance statement, as part of test report. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 Page 2Lf 25 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (7t' Edition) expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 Page 2hi 75 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. W16-73 Rev C, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on July 22, 2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS (Supplement test for sill riser part #ES-2020-041) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum sliding glass doors, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-19007, dated 12/09/19, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Comparative structural section properties sill riser analysis, dated 07/07/21, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 &-16. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Co. (MA) for their "Satlex Clear and Color Glass Interlayers", expiring on 05/21/26. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-r Edition (2020) and No financial interest, dated 07/07/21, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Test Lab Compliance statement, as part of test report. G. OTHER 1. This NOA revises NOA No. 20-1118.06 and updates to FBC 2020 (7t' Edition) expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files. 3. Comparative Sectional properties analysis of sill Risers. I s�� 1 • L�i�n.k Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 4 Page 2Fof 75 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New Evidence submitted A. DRAWINGS 1. Drawing No. W16-73 Rev C, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on July 22, 2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None C. CALCULATIONS (submitted under previous approval) 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Co. (MA) for their "Saflez Clear and Color Glass Interlayers", expiring on 05/21/26. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-r Edition (2020) and No financial interest, dated 01/12/22, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHER 1. This NOA renews NOA No. 21-0728.02, expiring 07/20/27. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files). 3. Comparative Sectional properties analysis of sill Risers (under previous approval) S�=� � • L�inn� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 22-0118.06 Expiration Date: July 20, 2027 Approval Date: February 24, 2022 Page 2f of 75 PRODUCT RENEWED COeunhlepmwith the Plotldo Non-ao.�ds 224HISAS Exptraton nate0=012027 By IitPe t %%+nl Itiand-Bade Product Control PRODUCT REVISED Maa wim the Flarlda NOA-Na. 21-0728A2 EapGaton Bate0712012022 sr Is.� t L6„k DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688" DAYLTE OPENING HEIGHT: PANEL HEIGHT - 5.813' PANEL HEIGHT m DOOR FRAME HEIGHT - 1.250' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 23Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)-. POCKET JAMB ANCHORS iD TYP. HEAD ANCHORS ,. �. AT INTERLOCK ENDS ADOL CLUSTER OF 4 OR 6 PAIt SEE SKEET 6 FOR QUANTITY & CAPACITY 2 TRACK FRAME. HEAD n z 85 3/8' 1' �jDOM FRAME -WIDTH Y � I IN; II �2 E I �i(F == IT' ice i G r% � I 4 I' acc#-c_dr=_ hi ih � it 4 .FALSE OPTIONAL 4a t/2• 42 1/2' DL CPO. 48 3/16• ,�. 48 311C PANEL WIDTH PANEL WIDTH 11. 2 TRACK FRAME JAMB..: N 2 TRACK i - FRAME SILL SILL ANCHORS SILL CORNERS 15' MAX. B' '--AT INTERLOCK ENDS SILL ,TYP. CLUSTER OF 4 TYPICAL ELEVATION INSTRUCTIONS: Ox USE CHARTS AS FOLLOWS _ A ELII111N M STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED �� `�.. ON WEND VELOCITY. BUX HEIGHT. WIND ZONE ��.' A,TOEN '•. U9N0 APPLICABLE ARE 7 STANDARD. STEP 1 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OnM WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N,TF IN STEP 1 ABOVE. T� f`—ALORLC�:�' �• � THE LOWEST VALUE RESULTING FROM STEPS 2 ANO 3 6 2U,i; '��.... ... SHALL APPLY TO ENTIRE SYSTEM. M �" / /111N1t E hlrowtng no. W16-73 e' MAx. HEAD CORNERS PRODUCT REVISED "4:omplytag adth tho Florida ldIng Now-No.CCoodd� 21-0728.02 Expration uate07120/2022 gy 4�-1I�l,,.y .�ami-0ad. Product Control 15" MAK. B" HEAD TYP. HEAD ANCHORS 3' i Z' n PAIR AT WTERLOCK/ASfRAQAL ENDS CLUSTER OF 4 OR 6 ''�""///III�� SEE SHEET 6 -J FDR QUANTITY & CAPACITY 2 TRACK FRAME HEAD 189' II - II " /�, C II 11 II II II,� =L=c==l POCKET JAMB FALSE MUNTIN ANCHORS OPTIONAL 42 1/2' D.L. OPC. 48 3/16' AHEL WIDTH 6' MAX. SILL CORNERS 42 1/2' D.L. am 48 3/16' M aaI n E�i 1 13/18' MIN. � 8 ,y1 �-1T 2 IRACK FRAME JAMB 2 TRACK FRAME SILL SILL ANCHORS MAX 6' —AT INTERLOCK/ASTRACAI. ENDS CLUSTER OF 4 LL TYP. TYPICAL ELEVATION ox-xo PRODUCT RENEWED eomplGo with the . R-dldlMC L-No. 22-011ILDS Expiration Data07120/2027 I11iam4Ilade Product Control `. NIL • • : ii' ' y k k' is $ 8 5 OF drawing no. 'AUG 1 6 217 ;''�sa;,._._. �t?.o` ~ W16-73 PRODUCT REVISED ma eomphi�re wkh the Florida NOA410.�ode 2"72IL02 Eaptration oats07120PAM BY I--? I. i /-- IProdue/ Co g POCKET JAMB ANCHORS 15' IJAX. B• HEAD ANCHORS HEAD TYP AT PRERLOCK/ASTRAGAL ENDS CLUSTER OF 4 OR B }• SEE SHEET 6 ADDL. FOR OIlANTITY B CAPACITY » PAR SILL ANCHORS �-AT PffERLOCK/ASTRAGAL ENDS en r rn G USTER OF 4 3 TRACK FRAME HEAD TT FRAME JAMB TRACK F FRAME SILL 7� OF drawing no. LtU6 ••.... ` W16-73 1 6 ZL ; -.1- __ _. .� IV MA)L ' .B• HEAD ANlaWRS V Q HEAD - 1YP. AT WfERLOCN/AS AGAL DW m 3" CLUSMR SHEEF8 6R 8 ; fi* MAX._ m PAIR fOR OUAN111Y & CMACRY Hpa CaitiERS 4 TRACK FRAMHfAO a$ - DOOR FRAME WIDTH A C I 6 =atlaaaa us r,.r�aaco�a u e F r pU vaa;�nasgpvoa � ' n 19 n o �. �_osJtaa=y�aa' $ 11 B 11 A tl U =.0 ___LL_ 8 PRODUCT RMSED PRODUCT as � llw PlWo Florma 42 //2" 21-072BA2 :. Nt1A-0lo. 22-0114&8 O oaao7f rAm ' njobst au Dafto?rA f2027. O.t_ tiPfi.... 46 3/16• 04. opo. 46 3//e" By `is PANEL WOTH n 2 13/16" MW. tD J W JJJJj. N a n _ a Z;"�� z4 TRACK FRAME.IM18 d Vf .6 •• W PANEL WR) _ - - Ihadao! Jon ® 4 TRACK ::1. i• .a I i .'.'- I: :; A. I•_« FRAME SIM g C 6 ..MAX " ' :`L Sal ANCHORS CORKERS a 4 ` 16" MAIL 7YP AT CLWTE 4I5TRAOAL ENDS $ $ Sal TYPICAL ELEVATION -oxxx-xkxo < m u o No. i 1 wing8 AUG 16 2�1. W16-73 ��+Jlet111� sheet 4 01 0 1 a 0 n C Q DESIGN LOAD CAPACITY - PSF AVEItM.rE PNB:L f00TN 00= DOOR MI F1L110 OR10l, Moss INTERLOCK & ASTRAGAL STILES 1TITHot1T REDS. INTERLOCK & ASTRAGAL STILES WITH REM. EXT.(t) Off.(-) EXT.(+) MT.(-) 30 36 42 47-1/4 48 54 60 82 solo 60.0 80.0 80.0 60.0 WO Bolo 80.0 BOO 80.0 80.0 80.0 60.0 solo 80.0 BO.0 59.1 59.1 78.8 7&8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 so B4 60.0 60.0 90.0 80.0 80.0 80.0 0.0 80.0 Sao 0.0 80.0 solo 9.1 78.8 78.8 RE 2.5 70.0 70.0 9-- 47.3 47.3 30 36 42 47-1/4 48 54 tie ao 80.0 80.0 olo 80.0 80.0 olo 80.0 80.0 olo 80.0 50.0 9.1 _ 78.E 78.8 - 52.5 52.5 30 36 42 47-1/4 48 98 60.0 80.0 80.0 SOO W.0 60.0 ODD 80.0 60.0 60.0 $0.0 80.0 60.0 60.0 80.0 80.0 - - 59.1 59A 30.0 30 36 42 47-1/4 48 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 80.0 60.0 - 59.1 59.1 30 36 42 108 - - 60.0 60.0 - - 60.0 Bolo - - 60.0 80.0 60.0 60.0 nt p} r1 O an, w nm iLIYEEL4&E6 ASTRAGAL a/o_Rww, V/0 SEW. wm NEW. AVERAGE PANEL WIDTH a DOOR RNTt FRAME EOF PWIDTH NUMB DOOR HEIGHT AND WIDTH S12E MUST COMPLY EGRESS REQUIREMENTS PER FSC AS REWIRED, PRODUCT RENEWED an camp�rOm wlt6 the Florida Building NOA-Mo. a 22-011SAS P.1tl� Data07/2012027 By 15-7t.L,,a. Product Control PRODUCT REVISED as cousp =with the Florida BuildingNOA,ko. 21411M.02 Expiration Dats07120/2022 By Ie�7 I. L6,, ' HEAT STRWO. CUSS 090' Interbyer Trawl PVB Sy 'Kw" Ams Ica, Ux OR .��aOlatartayer By 'Iiuraray, America. Inc* OR 090' tnlerlayer Sof4x Clear. And .Color Glass By 'Eastman Chemical CO.' OR 075' Interlayar SaBax CP With PET Core By 'Eastman Chemical Co.' ,3/16, HEAT STRDCD. GLASS � F m � s n "1 GLASS TYPE 'A' 7/I6•.OVERALL LAM. GLASS. ALL EXT.(+) LOADS SHOWN N CHART ARE FOR DOOR NSTALLA79M WHERE WATER INFILTRATION RESISTANCE 6 NOT REQUIRED. GLAZING OPTIONS FOR DOOR INSTALLATIONS WHERE WATER WILTRATINN RESISTANCE 6 REQUIRED L00T EXT.(+) LOADS AS FOLLOWS. FOR 3-11/16' SILL HEIGHT LIMIT EXL(+) LOADS TO 80.0 PSF FOR 3-1/8' SILL HEIGHT LWA EAT.(+) LOADS TO 66.6 PST FOR 2-3/4' SILL HEIGHT LOOT EXT.(+) LOADS TO 53.3 PSF SEE SHEET 14 FOR DETAILS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION n w DECLARATORY STATEMENT DCA05-DEC-219 ASTRAGAL WITH REM. SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 8' TEMP. GLASS 3/8' AIR SPACE 3/18' HEAT STREN'0. GLASS 0 090' Interlcyer Trosilol PVB By'Kuroroy America. Inc.' F y{� U g � � bb�33 SentryGkls � 1t � By'Kwway America. Inc.' 1 y 090• Intalow Soflea Clear And Color pass By 'Eastman Chemical Co.' I Q 8 s .0 mterWith C d ltr sofa. CP With PET Core Safi" By Tosunon Chemical Co.' "41 1, r 3/16' HEAT STREN'D. cLacs d e°( $ » rvgy Lo W 0 n 0 GLASS TYPE 'Al' 1' OVERALL WSUL. LAM. GLASS 3 2 - t W (n1Q-iv1 r) Weul n2� 3/�p8�r'��ApI�R SPACE CONSISTING OF: .PACER: 'HELDAA' LOW PROFILE ALUMINUM SPACER BY 'LNGERMANN GMBH' AROUND THE PERIMETER OF THE CLASS. PERIMETER SEAANf; SLUCONE DOWSIL 791 GE 2000 yfse' i S r O drawing no. tilt& 1 6 201 ''... W16-73 N» ANCHOR LOAD CAPACITY - PSF AVEHAM OOM FRAIL INCISOR TYPES 'A' It 'B' ANCHOR TYPE 'C' 1/4" MAX SHUT 8/8- MAX Hlml I/e MAR. 6m 31C MAR. SHUT 4 ANCHOHB AT mm 90E OW 8 ANC60sB 47 Km WOO EW 4 ASCHM a 1tr0. Sm8 19016 6 AN®D89 AT YIO. MR ms 4 Al OIM AT WIS. ME ow 6 ANCH046 AT IfM JIM Dm 4 ANCEM a um sma Em 6 ANCROBS AT m0. sm8 mw Me WWII NCNB HMM 04M Da. (+) err. f-I EXT. (4) MT. - E10. (+) wr. - EXT. (+) N T- - Ea. (+) W. - 170. (+) INT. - EXT. (+) wT. - EXT. (+) art. - 30 50.0 90.0 80.0 Bolo BOO 80.0 80.0 80.0 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Soto 42 80.0 80.0 Bolo B0.0 71.9 BOA 80.0 80.0 47-r/4 82 _ Bolo 80.0` 80.0 B0.0 83.6 Bolo 50.0 80.0 48 -80A 80.0 80.0 80.0 62.6 80.0 80.0 60-0 54 Sao 80.0 _ 71.6 Soto 55.6 74.2 72.7 80.0 60 72.7 80.0 "A I 00.0 50.1 "A 65.4 80.0 30 Sao 80.0 80.0 60.0 80.0 80.0 00.0 80.0 36 80.0 BO.O 80.0 $0.0 80.0 80.0 80.0 80.0 12 Bolo Bolo Bolo BOO 694 80.0 80.0 80.0 47-1/4 8< 80.0 80.0 79.8 80.0 62.1 80.0 80.0 BOA 48 ao.o 90.0 78.6 80.0 61.1 no 79.8 90.0 54 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 60 71.0 80.0 62.9 80-0 48.9 65.2 63.9 80.0 30 BOA 80.0 80.0 BOA 80.0 80.0 80.0 80.0 36 80.0 80.0 BOA Soto 76.1 80.0 80.0 80.0 42 Bolo so.0 60.0 652 80.0 80.0 80.0 47-1/4 so 80.0 74.S Bolo 57.9 77.3 75.7 90.0 48 r 80.0 73.4 MO 57.0 78.1 74.5 60.0 54 80.0 65.2 BO.O _ 50.7 67.6 66.2 80.0 30 Ba0 80.0 50.0 solo 80.0 80.0 80.0 80.0 36 eO.0 80.0 40.0 80.0 71.3 80.0 80.0 80.0 42 96 80.0 80.0 78.6 80.0 61.1 80.0 79.8 80.0 47-1/4 78.9 80.0 69.9 80.0 54Z 72.4 71.0 80.0 48 60.0 60.0 60.0 60.0 515 60.0 60.0 60.0 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36 Bolo 60.0 80.0 60.0 60A Bolo Bolo BOA 42 102 Bolo 60.0 60.0 110.0 ST.9 Soto 60.0 60.0 47-1/4 Bolo 60.0 60.0 60.0 51.1 60.0 60.0 60.0 48 60-D 80.o 60.0 60.0 50.3 60.0 80.0 60.0 30 60.0 solo 60.0 80.0 60.0 60.0 60-0 60.0 36 Bolo Bolo Soto 60.0 60.0 60.0 60.0 60.0 42 1Q8 Fi0.0 S0.0 BD.O Soto 54.3 SOO 60.0 60.0 47-1/4 Bolo Bolo 60.0 60.0 48.3 60.0 s0.0 60.0 SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. Z� Q PRODUCT RENEWED F PRODUCT REVISED acomaNhra with am Florida kftg ade ��HcaQpi i owiw tlro Fbrtaa NOAKo 22-0118A8 Q lei NOS-F6o 21-0728.02 Exph"On Date07f20/2027 a '� Bapkathm Date07120=22 6y I;"7 I. BY Xtm fro twaml-Dade Product Carrtro 3 pf g$ g �Wd'ii F . 77� Nm Cw 7�(y dralvulg no. AUG 16 i2r''-,��... ..... �.� W1 6-73 '�'i�flcllllllt� Iltlllllllll�a��-- Ox (SHOWN) x0 xx (SHOWN) DOOR FRAME WIDTH PRODUCT REVISED PRODUCT RENEWED mn r+ta.Fbrlaa as aoD vrifh EV Platda NaA 110. Y1-0728.02 NOMlo. Z2-0118.08 Expkattm Date07120/2022 Expbatim DM00712012027 momM; "IB T ■ Ox-0 (SHOWN) O—xO DOOR FRAME WIDTH xxx—xo' (SHOWN) ox-xo xx-xx APPROVED CONFIGURATIONS NON—POCKFTEO DOORS TWO (2) TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCA13LE DES" PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z 'tr OF AUGAUG1 6 ZJqn i------ Expiration Date0712012022 EXTERIOR 1 1 �Z 4- 1 y 1 FJ I o PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH I 1 K / (D fi J •;, iy F %i' i• E 1 2 1 a- -D 1 to I G 1 F I 1 O PXX—XO (SHOWN) OX—XXP PXX—xX (SHOWN) xx—xXP PXX—XXP APPROVED CONFIGURATIONS POCKETED DOORS TWO (2) TRACKS ----DOOR FPMiF WIDTH ft F i. G - u j J 1 1 I PXX (SHOWN) XXP F--- --- — 1 ' 1 I I �a 1 $a I I L____-- EXTEROR Z nk M a l R � 6 �n PRODUCT RENEWED Q d g �imcomdriuA whh the Florida K0A-No.Code -0'19.06 jW C Expiration DatoO712012027 $ l l SY Iss-7 o MlamFpade Product control n� i9'n NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. z U 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. [5 La N Megi- "s-00 "UM MMMMMiI� I T T �� ,i�li� �■,I��'=='�'��.� ��_.' lyre I d41616 `Q n v n n n� I Ui Sn '• � drawing M. NOTE: Y+V DOOR FRAME WIDTH1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. j 0 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCENENTS § REQUIREMENTS SEE SHEET 5. 29 z E F, ]. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. yo-i a Qg o- o- N EXTERIOR OXX (SHOWN) PRODUCT REVISED d XXO yma wim ma Flmwa PRODUCT RENEWED NOA No Code 21-0728.02 as WN the FloridaBuildin Expiration Date0712012022 KOA-Mo. 22-0118.06 Br 1 p I� 4 .L EKPiratbn Date0712012027 a Si DOOR FRAME raDTH By 15�7 I. tDemFAade Prednet Control J � cx m w o- o- CF. O EXTERIOR . N a n O XXX (SHORN) Z CF 3a� C ODOR FRAME WIDTH EXTERIOR $ $ $ F F fo 91 OXX—XXX (SHOWN) XXX—XXO droWinge no. OXX—XXO APPROVED CONFlGL RAIIONC �'••. .�� XXX—XXX NON —POCKETED .DOORS �n�e� W 16-73 Diu' THREE U TRACKS 1 sheet of DOOR FRAME WIDTH 1 1 , 5 5 e PXXX (SHO'MN) XXXP ' ``Icy �alh-"i�'�•IJ SEEM - ...... - PRODUCT REVISED I as rxmWfring with the Florida 6 NOBu. 21-0728.02 i i eaPhetron Dam0712012022 ; u Isw.711<.. ByControl i I 000R FRAME WIDTH i K E 1 a 1 z 1 N I 1 1 � , o PXXX-XXO (SHOWN) OXX-XXXP �- DOOR FRAME WIDIH 1 1a � Lf F , i. F� $ zz o- a o- -0 -0 o. I 1 � , s PXXX-XXX (SHOWN) XXX-XXXP PRODUCT RENEWED as eempbi�re with the Florida Bundhm NOA-tm.Co��o 22-0118.06 61piration Dem07120=27 BY Isl«; I Ll,�,.k YlamMinds Product f.'Ontr01 u NOTE: �V 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REOUIREMENTS SEE SHEET 5. J. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Z F g gg- GGG go � a N Nan � M M m c3 N in1 0 drewtr,g a �. W16-73 11, DOOR FAAEIE WDTH F(:aE)f ,. i� i G F F F o- Oxxx (SHOW) xxxo DOOR FRAME WIDTH R :i o- xxxx (SHOWN) PRODUCT REVISED as1`id►c�,- Cad-ii gth � FbwWo NOA-Ho. 21.0728.02 Bxplrsam D■ta071202022 By MWnit-Dade�o DOOR FRAME WIDTH F - f i S• F F F xXXx—xm (SHOWN) oxx- oxxx-xxx0 w � NOTE: m 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z REQUIREMENTS SEE SHEET 5. q 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. i w IL z PRODUCT WMEWED as omplTrin whb the Florida BuIlding NOAlmo. odds 22-0110A6 3 Bxphatba Dat.07120/2027 n By 1s-71..'b,.a m f hmd4 mio Pmdxat Q l n �jL� d In iT Af?eROVED GONFICLIFtATIONC _,,.•. NON —POCKETED DOORS .EaaR (4) Txnctcs AUG 16 211 � g DOF` .�'` dmwing$ no. W16-73 DOOR -FRAME VM-- I (D- PXXXX (SHOWN) XXXXP PRODUCT REVISED as compl= with the Florida Building 0 M0A,Ko. 21-0728.02 Expiration Daft 0712012022 mo=L-i'a Control r- - - 1 X PRODUCT RENEWED R-m =w1th the Florida HA MCA -Mc. 22-0118.06 Expiration Date0712012027 137 I%L-7 1 Z4,1, NhwnI-flada Product Control DOOR FRAME WIDTH I I OE , CC ! *-' OF - o 4- 4- 4- 4- i .0 -0 -0 PXXXX—XXXO (SHOWN) OXXX—XXXXP NOTE: 1. CONnGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES AND REINFORCEMENTS REOUIREMENTS SEE SHEET B. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z z No. drawing no. LW1-73 PRODUCT REVISED eumW�IvO with the Florida Building N-Io.CodOA� 2"728.02 Expiration Oma8712012022 IAand-10ade Product Control r--- I� I I I I PRODUCT RENEWED as comp cod with the FloAda NOA-110. a 224118.08 Expiration 11111100712012027 INam")ade Product Control DOOR FRAME WIDTH I I a S 1 a I f•tr o- o- a o- -o -o o- I � 1 1 PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP t 2� NOTE: 1. CONRGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. MA 16 2Qia i Hi� raw# 0�` ding no. '1 W16-73 TYPICAL Os TYPICAL ANCHCRs FOR SPACING SEE E1.EY. 10 = v FOR SPACING $ ^ m TOY OR 2BY t; EDGE DIST. 1 13/16' rWOOD BUCKCONCRETE NN. m I \� y .. ... 1 DST. 1 133//18 e 3 KST. g1IN. _ prypry ._. Yl! • ^ CWWWO yl VVV I�S,jT pNpt 1 Et Y6 cy a l9 Et6 g G < YS v n o Y,3 r_.. , ®-- I ® E6 PRODUCT RENEWED Q O a.aem� I - ET6 i i i ws gYwu�� Ooda NOA-Me. 22-0118.06 I I I I C Ea i i i i Et ph tin Date07120=27 I 1 L PRODUCT REVISSE WF Eapimuoa Date 07f20/2022� Isl.n I� L�+� I I I Mtaatl" Prodaet %oatret 1 1 1 R I 1 I j m I a: I 1 i x e a l 1 1 a o o d k i i i i o a W j j i W i i i Z n I 1 I � WMi i i 1 I I 1 1 1 1 1 1 I I I 1 I I I I I 1 1 1 I I I 1 E13 1 I rI I 1 1 I { E6) f! Y1S 1 l i 1 j l � �/ C Q I I 1 1 rFr /1E2/ 12 EIB .. O a m E2 oIH($I 3C MIN I i 1 3/16 POURED s HARDEf1mIfSl sYINe I 1 t3/t1t ��d•'-�• '' •� yHIGH STRENGTH GROUT "IN _ NON SHRIN(• NON-METALLIC•, eQe. �_ n f c e 5000 PSI YIN. EDGE 085T. NOT Y 'E_S, SHEAR \ EDGE DIST. POST LOADS TO STRUCTURE S TYPICAL ANCHORSTYPICAL �•••'•• • •� drawing no. `� •.�c �.. �� W16-73 SEE uDlc ANCHORS FOR SPACING Mfo 16 11�` ��'s iOpyAt ``` sheet 4 of TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD — — — -1 L TYPE 'A= 1/4' DIA. ULTRACON+ BY 'DEWALi (Fu-164 KS. Fy-148 KSI) INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD tt THRU 1BY BUCKS INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. THRU 2BY BUCKS INTO CONCRETE 1-1/2' MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. TYPE 'B'- IM' DIA ULTRACDN+ BY 'DEWALT' (Fu-164 KS. Fy-148 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED INTO CONCRETE. 1-1/2' MIN. EDGE DIST. TYPE W- 1!4' DIA. 7EKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES TYPICAIANCHORS SEE ELEV. FOR SPACING (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE PRODUCT REVISED ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) I acome vAth the Florida STEEL 1/8" TIIK. MIN. (Fy - 36 KSI MIN.) HO1A--Neoo.Cede 21-0728.02 — (STEEL IN CONTACT WITH AAUMNUML N M TO BE PLATED OR PAINTED) Erplrtroa oate07Y20/2022 — AT SILL — — — — — BY I s4.T L -j"" NlamMade trol TYPE B - (Fu-164 KSI. Fy-148 KSI) DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED INTO CONCRETE — — — — — — — F — —. -- — — AT JAMBS — — — — — TYPE 'A'- 1/4' DLL ULTRACON+ BY 'DEWALT' (Fu-154 KS. Fy-148 KSI) INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD THRU 18Y OR 28Y BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2' MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4' DIAL ULTRACON+ BY 'DEWALT° (FU-164 KSI, Fy-14L1 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" MIN. EMBED INTO CONCRETE 2" MIN. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- 1/4' DIA. TEKS OR SELF DRDLUNG SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6053-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) — (STEEL IN CONTACT 1111i ALUMINUM TO BE PLATED OR PAINTED) — ANCHOR EDGE DISTANCES INIO CONCRETE AND MASONRY = 2-1/2' MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR SMIBS SG - 0.55 MOIL CONERM AT HEAD. SU OR JAMBS rc - 30M PSI MIN. C-40 GROUT FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. METAL FOR SPACING PRODUCT RENEWED a �eomolrlaa with the Florida NOA-Na.�ode 22-011&08 E.ptratlan D.UO7/20/2027 By I,."? i LA„1. Nllaml-Dade Product Control ►6AMI-DARE COUNTY ATWR'D MULUON i SEE SEPARATE NOA I 41 TYPICAL ANCHORS / ELEV- cc� � SPACING O 73 y N I/1 p � N v D 0 h Z 4 n L4) „'Oj tBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WDW.' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. No. Si F)wia 1 6 arawlrLg no. W16-73 TYR= ANCHORS SEE ELEV. - FOR SPACM -N 1►illlr OKI TYPICAL FOF PRODUCT REVISED —E= Expiration Dat&0720/2022 Control REW. AS REM 09 SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACM TYPICAL ANCHORS SEE ELEV, FOR SPACM EXT. REINF. AS REOD. 6 6E1. SEE SHEET 5 EXTERIOR FOR CAPACITYLOAO BEAM PANEL WIDTH.,. SHW Y. DOOR FRAME WIDTH 'm LOAD BEARMIG PRODUCT RENEWED SHMS on FlarMa 18.06 Expiration D&tE0712012027 By 1,w— I Z/—+ 0i Control ,AJG 16 20i" I .......... No. 9*23 OF ing no. ........ ..., OKI TYPICAL FOF PRODUCT REVISED —E= Expiration Dat&0720/2022 Control REW. AS REM 09 SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACM TYPICAL ANCHORS SEE ELEV, FOR SPACM EXT. REINF. AS REOD. 6 6E1. SEE SHEET 5 EXTERIOR FOR CAPACITYLOAO BEAM PANEL WIDTH.,. SHW Y. DOOR FRAME WIDTH 'm LOAD BEARMIG PRODUCT RENEWED SHMS on FlarMa 18.06 Expiration D&tE0712012027 By 1,w— I Z/—+ 0i Control ,AJG 16 20i" I .......... No. 9*23 OF ing no. ........ ..., l� PRODUCT RENEWED C as eom�yta� with the Florida PRODUCT REVISED gaUmap Code as I=wlth the Florida MCA -No. 22-0118.06 uUdhm NOA-Mo. 2"728.02 Expiration Daft O712O12027 Expiration Data0712O12O22 An I tL., Ana - Dade Product Control 1111 ads Product Control V G� °d HOOK STRIP ANCHORSSEE 0: FORSP n aa� I POCKETED JAMB OPTION BY 'E.S. W14DOWS' NOA r AM HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING ,1 /4- Die_ ULTRACON+ BY *DEWALr (Fu-164 ma, Fy-148 M) s $ DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4- WIN. EMBED INTO CONCRETE Q�Q 1-3/4- MIN. EMBED INTO GROUT FILLED BLOCKS I$ n^ 014 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U rr 1-1/2- MIN. PENETRATION INTO WOOD z 3j'.J #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y a n INTO METAL STRUCTURES C (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8- THK. MIN. (6063-T5 MIN.) Z 3 4 m STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) Z $ (STEEL IN CONTACT WITH AWMNUY TO BE PLATED OR PAMTED) UI C In EDGE DISTANCE W k' INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE = 1- MIN. INTO METAL STRUCTURE - 3/4" MIN. �4$38 ```Llllllll+TA'-.�i mod drering 8 n b1I�11 6 21:' `sSi.;�•`�`` W16-73 IffY OR 28Y WOW BUCK (SEE NOTE SHEET EOM MT. 1-4 EDGE DIST. MIN. il pr- ILI I FT 7 VA 0A TYPICAL ANCHORS SEE ELM TYPICAL ANCHORS SEE TYPICAL FOR SPACING FOR SPACING PRODUCT REVISED PRODUCT RENEWED Fled" 18.06 Expkation Dato 0712012022. aKpimU*n DsUO712012027 contrw By I 071 e;...L KUw&4Wo Product CmLrol TYPICAL ANCHORS TYPICAL ANCHORS B0 SEE ELEVS. FOR SPALM CONCRETE EDGE1 3 KSJ UK lz DIST. T MM. . METAL STRUCTURES , /8- THX (SEE SHEET 15) U � MIN. ON TYPICAL ANCHORS SEE ELEVS. FOR SPACING L C SEE E.Vm,.cHm r -- --------- FOR SPACING Ir CODE CB1NN APPAV MULLION TYPICAL ANCHORS SEE ELEV. FOR SPAOWO 1/2' MAX. LOAD BEARIP YJ EXT. Y OR 2BY /,w.'O'OV BUCK (SEE NOTE SHEET 1) SEE SHEET NOA T (SEE SHEEET 15) ------------- L J TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ElEv FOR G FOR 9;AZm t5 ver Mm. LOAD�BEARING , LOAD SHIMS SHIMS Ln Fn VT. 3 TRACK FRAMES1 ANCHOR LOCATIONS No. ing no ING 1 620"' 1 16-7 fl 1BY OR 2BY (SEE WOOD BUCK NOTE SHEEP 1 -� 3 • MW.. I : 1 M slaL ANCHORSEVS. FOR SPACRLO PRODUCT REVISED complw�'t� PLoNaa PRODUCT RENEWED Mowata 21-0728.02 !;�� Fb"Wa Expt,atlee oate0712012022 Mop -No. 22-0118.Q6 Is .,. iy,.i Explratlon Date07= 2027 TYPICAL ANCHORS aaaLol-Dade Product clantroll By I u-? 1. Z 4 " allamFAade Product l.oatrol 0 TYPICAL ANCHORS - RE PACING B FOR SPACwO ' •s' 7%/8' LIN': . . • T ^ JOK515 IE WOOD TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACNG ---eWW.1 I I a 1/i MAY. LOAD BEARING � i � c Da. 1BY OR 2W WOOD BUCK (SEE NOTE SHEET 1) METAL STRUCTURES (SEE SHEET 15) 3 5/8" 8 TYPICAL ANCHORS 1 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SING PAC 1/2" MAX 3/8' MAX. LOAD BEARING LOAD SEARING SHIMS SHIMS m m� NI 4 TRACK FRAMES ANCHOR LOCATIONS `. v � • % . Y s drawing no. n1 -73 tWTOW y Parr 0 RBQD. DESCRIPTION MATERIAL MANP./5UPPllB6/RE)UW - - - - - PRODUCT REVISED U=wl� theFl�� - NOA-No 21-0728.02 - el�traeon Defs07/20/Z022 - - I V-7 ---- - MORmL-Dadr Product - - PRODUCT RENEWED ---..as comPlnlne wAth the Fhwtaa - Coda - MOA-No. 22-0118.05 - Expiration Qata0712012027 - 0, 1a-7 I. [ 7 IElaml-Dade Product Control - - - - - - - DUROMETFR 70t3 SHORE A DUROMETER 70l3 SHORE A CLINOMETER 6033 SHORE 0 - ' METALLIC HANDLE AT {4'MOM ' OY BOTTOM SURFACE MOUNT LOCK S10.E } IN _ FASTENED TO L TWD POINT HANDLE _ (2) %8 % 1/2' FH SMS (Y2 - SURFACE YOUW METALLIC 3 PLY DUAL HOOK LOCK - 44- FROM BOTTOM FASTENED TO LOCK STILE W1TH - (2) f1D% 1-FH SMS - SURFACE MOUNT METALLIC KEEPER AT 44- FROM BOTTOM - FASIENW TO FRAME JAMB ASTR4GAL STILE MOTH P.H. SMS (3) f8 X 3/4- PH SMS P.N. sas ��v SMS P.H. SYSMIS FJI. SibYIB P.H SMSMIS F.N. SMSM20 FJi SMS OF L) b\� rus 1 a z>: `� A S/ � �� 7 A �L I II �v � $ —0a 2 a $ g g i 041 � $ O g F H F z cc !R p id g F �•i N C3 M 4 O Z dI {A s ' W M -L y1 G c p� jgv g Qj �@�g c a ry k 11 El ES-Euoo-ool 1 FRAME HEAD (2 TR9Z) 6063-1e ETA ES-EL400-201 AS AE.OR FRAME HEAD (3 TRACK) 6063-TB EIS ES-EL400-205 AS REDD. FRAME HEAL (4 TRICK) 6063-i8 E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-ie E2A IS-EL400-202 AS RIM FRAME SLL (3 TRACK) soya -TB E28 ES-EL400-206 AS REOD. FRAME SILL (4 TRACK) 8083-T6 E3 ES-EL400-003 2 FRAME JAMB (2 TRACK) 6053-TB E3A ES-EL400-203 AS REM FRAME JAMB (3 TRACK) 6063-T6 E18 ES-EL400-207 AS READ. FRAME .1A118 (4 TRAM) 8083-T6 E4 ES-EL400-004 1/ PANEL TOP RML (INSUL. tAIL CLASS) 6063-T6 ES ES-EL400-005 1/ PANEL BDITOM RAY (D1SUL LAM. GLASS) 6063-TB E6 ES-EL400-606 AS REOD. JAMD STILE (wsuL. LAM. cusp _ _ eo63-re E7 _E8.__. ES-EL400-007 AS REDD. INTERLOCK STILE (WBUL. LW GLASS) 8083-T6 ES-EL400-009 I/ PANEL TOP PAL (LAM. GLASS) 6083-TS E9 ES-EL400-010 1/ PANEL ' BOTTOM ROLL (TALL GLASS) SOW-T6 Elo ES-EL400-011 AS REM JAMB STILE (LAM. CUSS) 6063-T6 _ Ell ES-EL400-012 AS REGO. INTERLOCK STILE (LALL MASS) BO63-TB E12 . E12A ES-EL400-013 -_-.___..... ES-EL400-008 AS REGO. I ASTRAGAL STILE (LAW. GL E (LASS) 6063-TB AS REM ASTRAGAL STILE (INSRIL. LAM. GLASS) 606346 E13 ES-EL400-014 AS R WD. JAMB COVER 6083-T5 E14 ES-EL400-015 AS REOD. POCKET JAMB GM -TB _ EIS ES-EL400-016 AS REOD. SILL TRACK 6W-TB E18 ES-EL400-017 ES-2020-MB AS REDD. A5 REOD. HEAD COVER Stll RISER 6063-TS E17A 6O83-T6 E178 ES-2020-007 AS RM ALT. SILL RISLH 8083-TB E17C ES-2020-041 AS REGD. ALT. SU RSER 6063-T6 E18 ES-EL400-020 AS REOC. FIXED PANEL BOTTOM GUIDE 063-TS 1 E19 ES-EL400-021 AS REOD. INTQtIDOt RE4iFORCEMENi 6005-TS E26 ES-fi011 AS REOD. SCREW m1ffR 6D83-T6 MI ES-EL400-CAT ! 4/ PANEL GLAZING GASKET (WL MASS) SOX:ONE M2 ES-mwo-Gw 4/ PANEL QALNC CASKET (IWSUL LAY. MASS) SIUCONE YJ ES2020-GO4 W33271NK AS REOD. AS REOD. INTERLM BUMPER POE *%IREPNG (INTERLOCK) WC M4 WOOL. YS W3314INK AS REOD. PILE W'STRIPPM WOOL M6 PSOI-0014 AS READ. DOING HANDLE DIE CAST ALUM M7 PSOI-1015 AS REOD. STROM FOR MORTISE LOCK ST. STEEL YB PSOt-1036 AS REDD. MORTISE 2 POINT LOCK Sr. STEEL M9 GI'-1134/3-01-A 2/ PANEL ROLLER ASSEMBLY 7AMAK MID 6844.1 AS REOD. BUMPER ALUM/NYLON Mil ES-EL400-FPI SL AS REOD. FIX PANEL CLIP ST. STEEL Y12 fB % 3/4- AS REOD. KEEPER FASTENERS ST. STEEL. U13 010 % 1-1/4- AS REOD. PAN! ASSEMBLY FASTENERS ST. STEEL M14 fit % 1-1/2- AS READ. FRAME ASsrIBLY FASTENERS MI5 f6 % 3/8- AS REDD. FIX PANEL CLIP FASTEN:18 tW 8 W16-73 fe % 1/2- AS READ. FIX. PANEL CIP FASTENERS ESTMEnP.H. f10 x 1/2- As REGO. ROVER FASTFtff745 f10 IT 1- AS READ. LOCK INSTALLATION FAST04DIS f8 % 1/2- AS RFOD. LW4LE QSTAIlAT10N FASTENERS SEALANT: TS ALL JOWANO FRAME CONNECTIONS SEALED WHITE/ALUMINU)d COLORED SILICONE. WITH 9heet 20of — 4.675 .062 .743 1.151 EQ FRAME HEAD (2 TRACK) .062 2.000 I �4.782--�1 s.686 062 —i m 1 1.151 FRAME HEAD (3 TRACK) p 7.496 0 hrrtj1TL,-TL1 FRAME HEAD .062 .070 2.000 F�--5.894—N ham'-7.704 E2 FRAME SILL (2 TRACK) I k!2A) FRAME SILL (3 TI I t.380 vase 072 082 J.715 4,.�y 72 0 6.886 3.525 062 7.498 7.135 062 .on E3 O FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) .062 1.732 .433 .178 2.750 POCKET JAMB FRAME SILL PRODUCT REVISED ascomp rdlh tlr Florida Building NOA-No. 21-0728.02 Expintloo Data 07/20/2022 B, Ise-, 1 Zim4-Dada Product Control PRODUCT RENEWED Bu�ecompytng vdth tho Florida NOA-No. 22-0118.06 Expiration 11184807/20/2027 BY Is1..71 44-1 Mifml-Dodo Fioduct Control No. 8122 YY� ••''d.� W16-73 fIU© 16 1ii: 1.340 t.ett 2.686 .062 II PANEL TOP RAL I 2.993 .082 L 8 1.340 1.340 F^-� �tt 2.6" .062 L PANEL TOP RAIL SUL LAY. GLASS) r- 2.993 .062 LC I z.116 LI 1.340 ASTRAGAL STILE 1.732 1'350 .125 .929 PANEL BOTTM RAIL PANEL BOTTLE RAIL w (LAY. GLASS) E5� (INSUL. LAM. GLASS) Ete INTERLOCK STIFFENER 2.926 2.926-�•�i .052 .062 I I 1.490 1.340 1.490 1.340 .087 Ei8 2.051- s-2.051 FIX. PANEL BOTTOM GUIDE PANEL JAMB STILE 2.750 3 .Igo .062 ' 1.622 INTERLOCK STILE .500� 2.55t 1.742 g� .062 �-�I{a- SILL RISER PANEL .JAMB STILE (NS11L LAM. GLASS) p -2.750 T.T1s -2 ,.79e i- 1.622 INTERLOCK STILE (INSUL LALL GLASS) .500 3.063 1.742 .06z ALT. SILL RISER 7t1 .050 512 �- .275 TRACK INSERT 3.596 1.742 .o6z ALT. StLL RISER i! ASTRAGAL STILE (MSUL.. LALL GLAM '040 711 HEAD COVER .243 .050t 050 1.791 JAMB COVER .267 JJJ_� SCREW COVER 970 .929 .052 .480 Mt GLAZING GAKET LAM. GLASS t.3ao 977 .062 1.075 OGLAZING GASKET OSUL LAM. GLASS MATERIAL s SILICONE HARDNESS - 70l3 TENSILE STRENGTH - 1139 PSI ELONGATION AT BREAK - 235E TEAR STRENGTH . 107 Lb/IN BRITTLENESS TEMPERATURE _ -47 F COMPRESSION SET a 12.5E (22N021TF) PRODUCT REVISED �tomplYln9 rrifh th Floeida ND=Cods-0728.02 IEaplrellon Dats07120i2022 By_ Isu•Z t ontrol PRODUCT RENEWED a ewmpH Le .nn en. Florma Now -no. z2-0118.06 Eaplrrtbn DatoO712012027 110and-Dads Product Control �� •'• OP drinrMg 8 n AJ61 6 2,. 4.V � z jp 00 PRODUCT REVISED / Q $ U14 �Qecno pMnp rAth the Fb rMm NOA-No. 21-072B.02 ' e=ptretlon Date0712012022 pI a gy TSI.•7 R Lln� L Yland-Dade Produet Control V g PRODUCT R�E�NEEWEEDDrW, FRAME TOP CORNER N 22-0118.06 2 TRACK FRAMES (SHOWN) Enptratloo Dm0712012027 3 TRACK FRAMES (SIMILAR) WITH (1) AWL FASTENER 4 TRACK FRAMES (Samm) WITH (2) ACOL FASTENERS IS"7 I c_i+a4 ■lamF-0Mfo Product Control PANEL MP/BOTTOM CORNER y� LAM. cuss RAIL a SnLE (SHOWN) E45 NWSUL LAM. GLASS RAL a STILE (SDDIAR) J 0 J m o cn v 0 0 0 ° p n cn M14 Lj V1 N - a �eaa � aces .12 fin � ." .......... �viceN No. FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SMM) WITH (1) ADDL FASTENER '•Et/� droWkAg n0. 4 TRACK FRAMES (SRIAR) With (2) ADDL FASTENERS ells 1 6 J `sA5' ' C9°�` W 16-73 MMMMI 1111 W .heat 23 of 23 T71 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gov/buildine E.S. Windows, LLC 3550 NW 491 Street Miami, FL 33142 SCOPE: 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 RER- Product Control Section to be used in Miami -Dade County and otherareas 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 an d the AHJ may immediately revoke, modify, 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 -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 "5000" Outswing Aluminum Casement Window - L.M.L APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01 /23/08, with revision H dated 08/25/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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 b een no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision o r c hange 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 maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 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 revises NOA No.19-0708.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-5, as well as approval document mentioned above. The submitted documentation was reviewe P.E. NOA No. 20-0915.02 Expiration Date: Apri103, 2023 iroval Date: December 17, 2020 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419. 01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708.03) 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 a series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9711, dated 07/26/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-0708.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) '%-70M Manuel Perez, P Product Controla NOA No. 20-0 15.0 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-1 Page 52 of 75 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/27/14, revised on 09/22/17, and updated on 09/26/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708 03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated September 26, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 19-0708.03) 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419. 01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No.18-0116.04, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 02/22/18 and expiring on 04/03/23. Manuel Pefez, P Product Control Exa NOA No. 20-0 15.02 Expiration Date: April 03, Approval Date: December 17, 2020 E-2 Page 53 of 75 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a mulled series 5000 outswing aluminum casement and a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12112, dated 06/19/20, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),dated 10/27/14, revised on 09/22/17 and updated to comply with FBC 71h Edition (2020), prepared by Al-Farooq Corporation, dated 08/27/20, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No.18-0725.11 issued to Kuraray America, Inc. fortheir "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Pe ez, P. Product Control Exa 200NOA No.15.02 i1Expiration Date: Apr03 Approval Date: December 17, 2020 E-3 Page 54 of 75 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letterof conformance, complying with FBC 61h Edition (2017), with FBC Th Edition (2020), and of no financial interest, dated August 27, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No.19-0708.03, issued to E.S. Windows, LLC, for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 08/01/19 and expiring on 04/03/23. Manuel Perez, P. . Product Control Exa . NOA No. 20.0 15.02 Expiration Date: April 03, 3 Approval Date: December 17, 2020 E-4 Page 55 of 75 e• YrV � SURFACE APPLIED S• m 41 FALSE MUNW OPTIONAL a� F� i %E to it \ i� T It Sa it 11 LI t /pp'p� CyC�: , CAM LOCKS JAULn POW LOCK to (LOCKING POURS :} ALL SUES LOCKING POINTS , SEE CHART! 30 5m' 1Q SAB' ` I O-L: OPG p n WDN. ilEXriR Kip ! O4• OPO D,L. 6PG �. ( U 351/4" f UPTO AT SASH ' g` 35 7/B' SS 7/8" W VENT WIDTH I 26" 2 VENT WWTH VENT N70T11 —�I N a, a n 77. 74" m M n WINDOW WIDTH S2' a - WINDOW WIDTH $ v H ' SERIES 5000 7r• ° z ALUMINUM OUTSWING CASEMENT WINA0W SINGLE (XI DOUBLE LM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER - N 3 v CHARTS SHOWN ON SHEET 2. TYPICAL ELEVATIONS r� APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. A THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDTNON)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED ARID INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHM SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL V44U. BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE RETXAREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STAI&kROS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE SMSS DESIGN (ASO)'. THESE WINDOWS ARE RATED FOR LARGE & SMALL MIS50.E IMPACT ARE NOT REQLNRED, 1 gd�o� ^ nI PRODUCT REVISED theoamOlYltta Wtl� A PIOfIdA W1iAg i9ade �g �Irallon 0a1Vq4103/2023z6N0.23 • i7` ygo,$)- ,I�� » •. +` CR D 1 2Q2�''<�°.�+a.... :�% drawing no. W08-08 SES10 LOAD CAPACITY - PW IN ( I ) SIM WIDOW DHIS. WITH CAM Lom WINDOWS Wm MULTI POINT LOCK GLASS TTP80 A. B. C• D. E F GLASS TYPE 9' CLASS Type 'S, GLASS TYPES •C., W. v. 'P GLASS TYPE •D• WIDTH HDGHT EXT.(r) IN14-1 E%T.(4) I INT.(-) E2T-0) "Y-(-) W-(4) tat.(-) 26-1/2, 37' 42• BSA no 89D &a �.D 9DA SOLO SOLO 20.0 /14.0 _ 85.0 a" 85.0 no ti0.0 90A 90.0 90A DOA 1140 650 85.0 no 85.0 CIA 90.0 00.0 MO 90.0 102-6 na 850 a9a 85.0 90-0 904 90.0 a" Sao 90.6 19-1/8" 28-1/2" 37° 42• 36-3/8• no 85.0 85.0 8.9.a 90.0 SOO 00.0 90.0 90.0 1)40_ Saa 05A 85.0 90.0 GOO Sao 90.0 90.0 114.0 B10 85.0 05.0 65.0 90.0 MO 20.0 9" 900 1_04.5 860 no no _ 85.0 90A SOLO 90.0 90.0 9010 920 19-1/8" 26-1/2" 37' 42' 50-5 BSD 8S 0 89.0 85.0 W 0 904 9010 90.0 114.0 85.0 SSA 85.0 aso sac 90.0 mo 630 85.0 850 MO 90A 9a0 SOLO 85.0 asa $5.0. no 9o.0t9-no 28-1/2• CA• no B10 ESA 900 ".a SOLO F 140_ 83.0 85.0 65.0 05.0 0_OA_ goo soa I.Mij 1437' 85.05,Sao 90.0 0" - - SOLO_.. 034 19-1/8' T8-1/2' SY 71-1p, - -_ - Solo Solo 90.0 1144 _._ - _ 90.0 90A SOLO tla.0 _ W.O W.0 900 80A 19-1/E• 26-1/2• �. 76• - - - - 80A 90.0 90.0 114.0 - - - - - 90A SOLO 60_a 111.1 - _. - -- 8s4 es4 85.4 85.4 24' 28' 32• 36' 40' 42• _ no 85.0 85.0 no 90.0 SOLO H0.0 9aD 9a.0 1t4.0 IlsO 850 85.0 8S0 85.0 SOLO 9a0 t8).0 W.0 SOLO 8s_0 89D a" 950 00.0 90A 800 90.0 90.0 114.0 85.0 no 85.0 85.0 goo BOLO 90.a SOLO 900 114.0 85-0 63.0 85.0 SOLO _ 8a0 _ 99.0 SOLO WDIOIA _ 85.0 no as0 BSD g0.0 SOLO 90A �.0 99.0 98.1 24• 28' 3Z' 36• 40' 42• Bsa no 834 85.0 s0A 90.0 goo SOLO SO O 114.0 n o 85.0_ BSA_ 83A 1�.0 20 2" 900 DOA 114.0 _ 850 85.0 65.0 85.0 90.0 no 20.0 9a.0 90.0 114a BS-0 850 a" 050 90.0 90a goo 90.0 80A 1140 85.0 no Bs0 Bs0 w0 g0.0 90.0 9D0 go 114.0 85.0 85.0 BSA 8s0 90.a sa0 mo 90.0 Goo 109A 24' 28" 32'• 36' �, 85.0 85.0 85.0 90.0 SOLO 90.0 DOG 9a0 _114A Bsa __8_5A 85.0 no 55A 900 9oD SOLO 90.0 90.0 114.0 e" a5A 85.0 no 20.0 goo 9o.o S0.0 MO 900 114.0 as.0 85A 83.0 soa 90-0 g0.0_SOLO 20.0 114.0 F-7 __._. - --_ - --_ BOO_SOLO90A42• Soo 0.1 __ _ _ _ -__ 8a0 goo 24' 2V 42' S8• 40• �• 65A 85.0 85A 115.0 80.0 2040 90.0 "a 90.0 114A 85.0 a5.0 850 8s0 90.0 90.0 90D SOLO SOD 1140 850 84.0 BS.O 850 90.0 90.0 MO 900 90.0 114.0 9a0 SOLO 900 104.1 - - - --90A 90.0 90.0 937 24' 28• 34" S6• 72• - - SOLO 90.0 90.0 1140 -- _ 900 Sao 900 114.0 _ _ -- _-.._ 20.0 sma SOLO t07.S _ ---- - - _ - Boa SOLO SOLO 9s4 24* �• 76' - - - - - - 900 goo SOLO /H-0 -__ -- _ _ - _ MCI 90.0 90.0 1ps7 - SOLO 90.0 90. _94.1 85.4 a6. 4 05.4 as4 26-3/8• 60-3 4' DESIGN WAD CAPACITY - PW FOR ( U ) SIZES WINDOW DIMS. WITH CAM IBM WINDOWS I" MULTI POW LOCK GLASS TYPE A. B. C, D. E. P CLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPES e, V. V. 7. •0 1Ta7N Wmto E1a.(4) INT.(-) Da(4) INT.(-) Ex7.(a) INT.(-) Ea.(+) INT.(-) 37• 53-1/8• 26, BSA 850 650 85.0 90A SOLO 900 goo 65.0 8SA 5.0 84.0 no 90.0 90A 90.0 37, 53-1/8• 74' 84" 38-3/8 850 86.0 05.0 850 goo WIG 9" 9DA 85.0650 85.0 85.0 9a.0 90.0 90.0 00.0 89.0 85.0 Bs0 63.0 B0.0 904 W.0 SOLO no 85.0 no ma DOG 90.0 90.0 smo 37' W-1/8• 74• 5 j8" 85D 85.0 89A no 9a0 90.0 goo 80.0 a" 85.0 B5-0 35.0 90.0 90.0 90.0 SOLO ii.0 as.c B50 85.0 SOLO SOLO 800 SOLO 85.0 850 900 900 Soo 940 37• 9} 1/8• 74' B4' �• no 05.0 86A 85.0 Sao Sao 9&0 90.0 79.6 79 6 70 5 79.8 78.8 79.8 79.6 79.8 1114 81.4 ...61.4 614 61.4 614 61A 61.4 S8.5 58.5 37' W-1/6" 74• 74-1/4• - - me _ 88.6 - _ - 47.6 476 Ss.o 36.0 37' 33-1/8• 74' 78• - - - 62.0 62.0 _ -k-90. _ 441 44.3_ _ - 33.4 33.4 48• 9685.0 7Y 80• 64' Q. 850 85.0 85.0 BSD 900 900 BD.O 85.0 85.0 no 900 Sao Solo ma 85.0 65A 85.0 9" 90.0 90.0 am 05.0 B5.0 05.0 90A 90.0 9oA Wo 85O 8s.0 asa no 900 goo 90.0 Solo_ a" 650 85.0 no goo 90.0 90.0 90A 46• 58• 84• 72, 60• 84' 54' 05.0 85.0 8s0 8s.0_ 90-0 SOLO Go _ 850 85.0 85-0 55.0 _ goo _goo WO 90.0 90A 85.0 8510 E5.0 no _ 90.0 go-0 6a0 90.0 EEO 85A BSO SSA 90.0 90.0 90.0 900 85.0 85.0 8s0 650 9010 SOLO SOLO Sao 90.0 90.0 BSA as0 85.0 aso 9a0 wo 48• 58' 84• 72" g0• 84' 80' no 65.0 as 0 no 90.0 90.0 90.0 _ goo 85.0__ 850 BSA 050 ESA 88.9 SaD 88.9 60.0 80.0 50.0 EGA "a 80.0 800 80.0 73.5 731 13.5 73.5 - 715 715 73.5 73.5 60.7 6s7 655 66A 48• 56' 81' �• gp• e• T92 761 %2 75.2 78.2 75.2 75-2 647 657 _7s1 65.7 65.7 63.7 95.7 651 6s7 88.9 66.9 589 58.9 s6A SB9 9B.S __. -98g ...._ 518 53.8 _ 49A 499 48' 5g' 72• - - 57.4 57.4 .-- - -- -- 50.0 50.0 _ __ 40.6 40-8 40' �• E4• 72, 76• _ 486 46.6 _.- 42-3 423 - - - - 37.6 37.6 - _ - -- 34.1 34.1 NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 m41au 0 "gp h j 4 gill 8 0 <alto PRODUCT REVISED /.`"....... � no MO9Ntbthe FloNds atoA-«4. zo-0s�saz NO. 8t@I.radon Dat 4103A20Z3 ' = b i ep� �,sgj•��'•.OF •OJ: drawing no SEP1 LULt� �`'' OPIAA�" �$``� 'LLl1H1t1t112�� sheet 2 oi10 �1/0' HEAT STREWO GLASS Z C1/8' HEAT STREWD GLASS T5/32'. HEAT STREH'O CLASS Intenayv �5/32' HEAT STREN'0 GLASS 090' Nlaloyer 4Y Interlayer Tras(fel 6v5 1 090' lnlerlayer 1 (((- SentryGlo4 Kuraray AmerkInc.' .090" iraatt4! f»iB 9y 'kurar6y AmarkP. Inc.' , !ryGlo4� 'Kurxay AmerlcP, Ini 6y 'kuroray Am4rkP. Inc,'By t/B' HEAT STREWO GLASS a, , -1/B' HEAT STREN'D GLASS 1/B' HEAT 5TREWO GLASS �By C/8' HEAT STREWO GLASS O a �I SILICONE SILICONE SILICONE it SILICONESILICONE DOWiSIt 795/183 P DOWSIL 795/983 P D6d'SIL 78S/983 OUNSTL 795/983 F I-Dowsm 795 Q; p y \F U GLASS TYPE 'A' GLASS TYPE 'B' r *--26 DA _ 4,J�I GLASS TYKE C. CLASS TYPE 'p' ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH = "32' NEAT STREWD GLASS 5/32- HEAT STREN'D GLASS -OR 1 OR TEMP. GLASS S/32' TEMP. GLASS i ;5/32' i T- 1/4' AIR SPACE l t 1/4' AIR SPACE ri/8' HEAT STREN'0. GLASS l ` S-1/8' HEAT S1REN'D. CLASS I-1/4' HEAT STREN'D CLASS O90' IMarlayer '\ .090' lnterlayer '1 t .09U' Nlerloyer .-Troaifol PVB By 'kuroroy Am .a. kx.'D SentyGl- ` I, r8y KurP+ay Amuxo, Inc.' Troeifol PA 't 'kuraroy Amereco. NL' 5/32' HEAT STREN'CLASS\ EN'D 5/32' HEAT STRGLASS ` �ByHEAT STREN'D GfA55 SILICONE �•;' f-DOWS9. L sILX:oNE ' 1� ( DOWSIL 795/983 �1/8' , SILICONE OOWISIL 983 795/983 t 1 ` � 1 I Ic GLASS TYPE I GLASS TYPE F CGIASS TYPE 'G` GLAZING OPTIONS NOTE: TO OUAUFY FOR SMALL MISSILE IMPACT RATING I W AIR SPACE CON915'ITNG OF: EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. SPACER: 'HELBAA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 GLASS TYPES W. '13'. 'C' & 'D'. n 1 �a a! Om;1 m, 2 m! AT 1/4 POINTS ON LITES WADER THAN 36' SETTING BLOCKS AT LAM. CLASS � J NOTCH GLA28JG 6EAD LEG y Ld TO CLEAR BLOCKS AT 1/4 POINTS ALL SIZES I SETTING BLOCKS AT INSUL LAM. GLASS n RI NOTCH GLAZING BEAD LEG ° cog ' Big TO CLEAR BLOCKS+ o s PRODDUUC�L1TgED REVISi��`'_ eaedfr U ththeF&MM. :: 9e'.•'CBA18Lc'• NOA�-iMngo.Cod� 20-091SA2 �1 T4a � o u� 4/03/2023 lUr� P►e�rq[C � l drowing no.f SEP \�i. ••. �''.. `rarltl` `� meet 3 Pf 10) TYPC4 ANCHORS SEE ELEV. FOR SPACING 18Y EDGE DISC. r-WOOD BUCK 4a TMKAL ANCNIORS rSEE ELCY. ron SP/n1NG TYPICAL ANCHORS SEE ELEV. FOR SPACING-.,, r-----�_=_=_ =i� / ' MAMI-DADS (; I4; APPRDYEO i MULUON & MULUON ANCHORS I EDGE I, SEE SEPARATE NOA ,' DIST. i, 1,ptm _l SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEv FOR sPAcm -� 1/4' DIA. LILTRACON+ BY 'DEWALT• (Fw164 KL. Fy-146 M) WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLA2ING SYSTEM ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) g2 THRU 1BY BUCKS INTO CONC. OR BLOCKS :S 1-1/4" MX EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' M.N. EMBED INTO BLOCKS (JAMBS) -J DIRECTLY INTO CONCRETE OR BLOCKS to v 1-1 /4' MN. EMBED INTO CONCRETE (HEAD/SILL; JAMBS) 1-1/4' M N. EMBED INTO BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CLIPS ONLY) ; z 014 SMS OR SELF DRILLING SCREBNS (GRADE 2 CRS) j g 0 = INTO MIAMI-DADE COUNTY APPROVED MULI IONS . �, W M A OR n INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ! ALUMINUM: 1/8' 7HK. MIN. (6063-T5 MIN.) STEEL. 1 /8' THK. MIN. (Fy - 36 KSI MIN.) fa (SIEEL N CONTACT WITH ALUMINUM TO 13E FLATCO OR PAINTED) I R TYPICAL EDGE DISTANCE 3 �I INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO CONCRETE - 1-1/2' MIN. (INTERIOR ANCHORS AT MULL CLIP) � I INTO WOOD STRUCTURE - 11/16' MIN. INTO METAL STRUCTURE = 11/16' MIN. MOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. " L° CONCRETE AT HEAD. SILL OR JAMBS fc - 3000 PSI MIN. -•m 9 0 1R ! C-90 HOLLOW/FLLLED MOCK AT JAMBS Ym 200D PSI MQC W PRODUCT REVISED os adt6 the Fhwfda Bs ;='�}6ENgF w NOA-" 20-0945.02Rup Iratl4a4 Dab 4/0=023 e pads 1 b • 9') ' HJ�` drawing no. j waa—oa AaNG SEP 1 ; -1-. 6 T®1 ;�`, JJ16- MAX. ((- m j _._...SHE (^} t D� `� 1/4- MAX. �) 54 57 l lJ• 48 15 � z 56 0 3 16 �' *10OD BULKS gg rrnICA: ANCHORS 19 St 46 S9 1. SEE Em. • f iC O p �+ O FOR SPACING SI .-� .-_ o r- p� ly �"i U $GREEN Tr- _________ fi5 N 8. Ila _ ._......... -EI ELEV. ANCHORS S Wi ----- O EE 6 6 15 v )!OR SPACING9 \6 EXTERIOR 1 7 STRwTURE D.L OPG. __. VENT VAUMMULTI POINT LOCK Mum ,CAM LOCKS OPTK)N --1 - OMDOW WD1H I SINGLE VENT WINDOWS i m - mu. 3C, �l qBr 190GD tnaac \., fIJRE 1 J 16 37 SHIMS VNFiD\ STRUCi5 , 60 - a 1 1/2• __----- S I7FEN OPf ____ ___ / v TYt. LL ANCHORS N W M __..�__�__ LLLV fHO SPACING -- _._ stc t J 7YPiL/1 ANCHORS 9 >✓ �- _ I 38 K C C FOR SPAECIINNG-' 18 Ik+- Ol. oPc. T 1 ExTERiOR D_L . -� � r jS $ i 8WNT *107TH i WINWW N7DT11 I 4 ul m n n DUAL VENT WINDOWS PRODUCT REVMSED �a�4 , 2A ►Ida . i Msum P� fy1tngB wlt6 the FloaCENpt Butldl Cods NOA-DW 20-091 BA2 _ o' retlmDaM 4/03/2023 ►Eo., ,r ; Yi' Sirt� � � 8 � �/ �/ INy (sheet 5 a1101 4ftu TYPICAL AKHOHS TYPICAL ANCH+ R's Ila 5EE ELEVS. FOR SPACING �. rSEE ELEV. FOR SPACING m EDGE r -- -------'- a METAL I MLAM COUNTY APPROVED / SRUCIURE 11MunNULUON ANCHORS fI �§ 11 SEE SEPARATE NOA . DIST. ILA/ r EDGE 1 i l i qqq� C P o Or 1 tl t---------------- 53 1YPICAI ANCHORS,} SEE FIN. FOR SPACING I m �W 1 j 4' NAX. ALT. I Z m Swig' I s 53) $ z t` I a r4 W g� u m g 111 �m TYPICAL ANCFDTS ^ ALT. SEE EAV. FOR SPACING 4 0 o v _N n C PRODU�C�Tn�REVISED ding Cods ' e C-n adm we Fla.ida NOA-mm 20-0915.02 o rat�D0312023 `{; �Y7TYPICAL ANCHORS Byl 2 SEE ELEV. FOR SPACING ;l•^j drawing no. k'N ,.A ..fix r� wos—os EccE Dom' INSTALLATION D�'1'AILS WITH FLUSH FRAME AUAP'I'Ek jEP 1 * YUIa vyg �,h��`• Y�YFfillio, : C-1--1 6 ailp! 11� FRAME 062 _—A 1.876 .392 -0 8j VENT 914 900 J—IIIIIUUUUIff-��--�� SNUBBER r- — .837 n ha) GLAZING STOP (LAM. CUSS) 1351 F T- 803 �.uso -- 'I GLAZ NG STOP (INSUL. LAM. GLASS) FIF ,147 �--528 203 1 )-062��yyy E03 09D L�L"' T .803 .543 729 L- F� 837 I �I -� .E37 L (� I�� I GLAZING STOP (LAM. GLASS) GLAZING WEDGE GLAZING STOP (LAM. GLASS) Qg3) FLUSH FRAME ADAPTER IMPOST +T I,W4 p- -� 1,000 338 f I 1.030 -129 ! 000 3.000 1.844 ( 2.1 Aefi —+ LILA .794 1 X 3 1 x 3 IMPOST STIFFENER ,23 CUSTOM MULLION i3A) STD. MULLION 1 MULLION CUP NOTCH OP1VIAL _ \ 1/2 _ TYP. �Y Ed \ z gP Og � atte =o z5l aalgo PROODDUpIyCITngREVISED u # BWImng C " th Ur Ronda 5 3 g NOA-Mo. 20-0916A2 raOon Date 4/03/2023 w � � o.� ... o x Ylaei pads Pradugt'Cq A SEP 1 [u2i�R R?? �Z t�;.,-' I WOS-08 rrm PAW 0 QUANM DIM MATERIAL MAN"SUPPLISRAW"m I ES5001 I FRAME HEAD 8063-la - 2 ESSWI I FRAME SILL 6063-T6 - ESSWI I/ '&NT FRAME a-"- -sKW-- 6063-76 - 4 ESSWt 1/ '1VIT FRAME JAMB -LATCH SIDE 6063-T6 - - 5 ESS002 I/ VENT VENT TOP RAT- 60R3-y6 8 Lbmm I/ VENT VENT BOTTOM RAIL 6083-T6 - 7 ES5002 I/ 'M4T VENT SIDE RAJ.-NNGE SW 6063-T6 6063-TO a Esum I/ WENT VENT WE R&A-LATCH SIDE - 6 E55M 2/ YEW SNUBBERS. 2-1/2 LONG 6063-TS - ICA ES1103 AS REGD. GLAZING MAD (LAM. CLASS) GLAZING ff" (ffiSUi- LANL GLASS) 6063-T5 - 108 AS REQO. 6063-1-5 - IOC AS REOD. GLAZING BEAD (LAM. CLASS) 600-16 - ICD _._ESIO08 ES-1017 AS REOD. GLAZING READ (LAM, GIA55) 6083-78 - 11 27-425 AS REQO. GLAZING GASKET Em OuRwETIER eois SHORE 'A' IIA SIOiO AS REOD CLAMM WEDGE SOFT Put . . . .. . .... ....... DUROMETER 6515 SHORE 'X Ila DOUBA AS RM. GLAZWO WEDGE SIUCONr DUROMETEIR 63*5 W40K 'A' 12 - AS REOD. FRAME & VENT ASSEMBLY SCREWS SNUBBER WiTALLATION "FWS - #10 X 1-1/2- PH SMS 13 - 2/ SNUBBER - is x 1/2" PH Sms 14 C202 AS REW. OUTER WEA7,11IRSTRIM40 (POLYPROP,IENE BASE. TIE BULB) - OUROMETER 65 SNOB[ is ES5005 AS REOD OVER WEATHERSTRIPPIkC, CORNER LOCK LPLw VURONIETER 50 SHORE 'A* III PJ540-SS AS REOD, 57. STEEL SULLWAN & ASSOCIATES " 30135 2/ VENIT 4 BAR HINGES HFAW DUTY - TRUTH HARDWARE is 3/ mma Hr4GE moinfrIxG, %cwEws Al FRAME - #10 X 1/2- PH SUS IIIA 41 HINGE HINGE MOUNTING SCREWS AT VW - #10 X 1/2- PH SLIS 19 23 SEWS I/ VENT S24CLE ARM OPERATOR (AT B-1/2' FROM ENDS) - TRUTH HARDWARE IBA i NOVA 11 VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - wymock 20 - 41 OPEFE OPERATOR MMT= SCREWS 110-24 X 3/8- PH SIRS 20A - A/ fPFR tIPFUTOS UOUNT= "M 18 X 1/2' FH SMS 21 30176 1/ OPEFL 13-3/4- LOW TRACK ST. STEEL TRUTH HARDWARE 21A - L/ OPER. 2/ TRACK OPERATOR TRACK ST. STEEL 04IEFLOCK 22 - TRACK MOUNTm* SCREWS - po x 31fr PH ss sms 22A 3/ TRACK TRACK MOUNTING SCREWS - 08 X 1/2- I'm sms 23 AS REDO. IX3 CUSTOM MULLION am -To - 23A AS REOD. IX3 STAM)ARD MAIM 60113-T6 - - 24 AS PECD. MUI.UO,,4 CLIP 6063-T6 25 27-372 Z/ LITE SETTING BLOCK. 7/16- X 3/16- x 3-1/2' LONG Emu AT 6- FROM EACH END, DUROMEIER 7515 SHORE A 25A - UTE SETTM BLOCK, 5/16* X 5/8' X 4* LONG TAPE SPACER (1/4- X 1/2-) EPOM At G' FROM EACH LNU, OUROMEFIER 7515 StkRE A 26 - a/ LITE FOAM AT 6' FROM GLASS ENDS 30 - optowl 5/16' Box S0IIXN 33 ES5009 2/ VENT 2/SKATE AN111 SAG SKATE. 2- LONG NYLON/CELCON MUM PLASTICS 34 SKATE M6UWM SCREWS #6 . 1/2' PHSMS 36 E5S003 I IMPOST 6061-TB 37 ES5010 AS ROD. IMPOSI Sr&FERER 6063-T8 45 CLOI-05W - MULTI -POINT LOCK MIECI-MASM INTEtLLOCK 46 - LOCK FASTENER PLATE 47 2/ LOCK LOCK FASTENER SCREWS 7HRXAO FORM" 48 CLOI-2250-k .2 M_GN COVER SNAP ON KVdU 49 CUBI-Iow-xxx - 5D - GUIDE (ACETAL) 51 52 KEEPER (ACETAL) LOLL BAR (304 OPT**kAL 53 ES-5017 AS FLUSH FRAME ADAPTER 6063-T5 54 - I/ VENT LOCKING KU40LE - SULLIVAN & ASSOC. 55 - 2/ Mff L0004 CAM (A- 11-1/2- & 50-1/2' FROM BOTTOM) - SULLICAN & ASSOr- - 'J/ LOCK LOU UOU1011M SCREWS - 16-32 . 1/2 PH MS ,-56 07 ES50131/VENT L CONNECTOR - 1/4* . 1/2' ALUM. BAR 58 E55011 Z/ aw --il VENT CON&'CTOR SCREWS - CV570M KEEPERS (AT 12' & 51' FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. FO 2/ KEEPER KEEPER MOU14101C SCREWS --tilo i 3/r PH sus m %bw%F z wp 0Aa Nap cy I H' 8 Cal 9 21 Ll I SEALANTS: ALL FRAME AND 'ENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. PRODUCT RMSED ZMj=03*021! th the Flarldin ........ W08-08 ulgi P 3 fU. aill 16) %-fl 3 FRAME CORNER2� c /I i U 2 19 PRODUCT REVISED tbft*RWMM KOA,4h� 20-0916.02 4-� Nox a f1 Sys on,Dj%03/*2023 IMPOST CORNER3 .#s draw" VENT CCR�4f—R W08-16�] 2020 CLIPPED MULLIONS n TYPICAL, PER CUP PER 4 CUP SEE _ -51'- SEE SHEET 4- FOR DESCRIPTION 2 MULLION LOAD CAPACTFY - P9P WMION [DAD CAPACITY - PSI, lIJ IIJ la3 1 1 a WINDOW DWS. .1 GULL t2161'Oi um WINDOW DINS. BTL um cusm I EXT.(a) E7(') E)(T.(+) L.X1.(4 110TH (1) LENGTH (L) INTA-) aa.(-) 11LRH (1) { MR! (L) IJ[.(-) 91T.(- 26-,/2- 40.0 90.0 3T 90.0 _90.0 90.0 90.0 37' _ _ 90.0 s0.0 36' solo 90.0 90.0 ' Sao 42' 42' 80.0 90.0 90A _-96' 45' 58' 467 S4- 90.0 90.0 90.0 _9_0.0 48' 54' 53-1/8' B0.0 80.0 60' _ 90.0 90.0 solo 90-0 90.0 90.0 62' 62' 26-1/2- Wa Ron 30' ImD 9O0 Bolo goo 60.0 90.0 3T 36' 90.0 goo 90.a Boo 42' 42' AS' 63' 90.0 90.0 48' so- 90.0 90.0 - 90.a s0D 900 go 1) 8' 4 54' 20.0 solo S0.0 90.0 93-1/8' 6T 62" 90.0 90.0 BY 9D-0 90.0 26-1/2' 90.0 90.0 30' 90.0 90.0 90.0 ' 90.0 $0.0 sa.0 37' 1 38' 42' AS- 74-1 /4' 83.3 solo 42 48' 90.0 - 90.0 90.0 79.4 _ solo 90.0 76.1 90.0 90.0 90.0 48• 54- 53-1/8- 71.7 90.0 59' 90.0 mo 26-1/2' _ _ 904 90.0 1. 90.0 2010 37- s8.0 90.0 J6' 90.0 90.0 42' 76. 45' ??290.0 73-5 "-a 42' 72' Air so.0 64.5 90.0 90.0 48• 70.d 88.3 54' 79.2 90.0 91' 899 8&o 30' Bolo 90.0 36' 88.1 s0.0 42- 76' 77.2 90.0 46' 70-4 88.3 NOTES: 51- E7.8 85.0 I. USE CHART ON THIS SHEET FOR SLOE BY SIDE CONNECTION CAPACITY OF W04DCW MULLION. 2. FOR CASEMENT Vlf4M CAPACITY SEE SHEET 2 OF to. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA <. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM SERIES 5000 / C \, 0 SEWS 5DW usEMENr WDIrwW� �i (CASEMENT WINDOW QQQ� ill . p1 Z~ a ��a - -_--m --- --- ..........a 0 I -- ° \ 0 B \ B 9 W2 WI W2 TYPICAL ELEVATIONS U � w SIDE BY SIDE WINDOWS Q SIDE. BY SIDE APPIIES TO TWO OR MORE WDWOWS WIDTH (W) - WI + W2 z v 7 2� _� pO W M S as w ylag with the Florida ;:°.��T;: ' y1OEN3,F'•., �� _ Bulldl Code MOA-No. 20-099 SA2 S Exp Iratlon Date '03/2023 _ ,� No.,(b„ T/ta3-),, _ �• ?� tral '�t"T.• 8FA7E ,l•F=p�� drawing$ no. �'��a'3;'•.�1a D..•' y' W08-0$ (,� j \i /$`gCj�d�:L�,`:�/ (sheet 10 0f 1J LU[!1 MIAMI•QADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/buildine E.S. Windows, LLC 3550 NW 49 h Street Miami, FL 33142 SCOPE: 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 RER- 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. RER 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 "ES-5500" Aluminum Project Out Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W1745, titled "Series ES-5500 Project -Out Aluminum Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/20/17, with revision D dated 11/05/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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 Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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 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 revises NOA No.17-0505.03 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 documentation was reviewed by Manuel Perez, P.E. NOA No. 20-1116.03 VdAMM=E CExpiration Date: October 11, 2023 Approval Date: February25, 2021 TPage6075 1 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.17-0505.03) 2. Drawing No. W1745, titled "Series ES-5500 Project -Out Aluminum Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/20/17, with revision C dated 06/21/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0505.03) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Small Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 8) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings -and installation diagram of a Project out aluminum window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8320, dated 03/07/2017, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 17-0505.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 66 Edition (2017), dated 04/18/17 with revisions dated 04/19/18 and 06/20/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0505.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. Manuel Perez, P.E. Product Control EsC16.0 NOA No. 20- Expiration Date: October 1 Approval Date: February 25, 2021 E-1 Page 67 of 75 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61' Edition (2017), and of no financial interest, dated June 20, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0505.03) 2. Distributor Agreement dated 08/01/18 between Energia Solar, S.A., Barranquilla, Columbia, S.A. and Tecnoglass, LLC, Miami, Florida,, signed by Ms. Carla Garcia, Int'l Sales Manager and MS. Evelyn Daes, General Manager on behalf of their respective companies. (Submitted under NOA No. 17-0505.03) 3. Proposal issued by Product Control Section, dated 10/16/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 17-0505.03) G. OTHERS 1. None. E-2 Manuel Perez, P.P. Product Control Exa r NOA No. 20- 16.03 Expiration Date: October 11, 3 Approval Date: February 25, 2021 Page 68 of 75 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W1745, titled "Series ES-5500 Project -Out Aluminum Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/20/17, with revision D dated 11/05/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated 04/18/17 with revisions dated 04/19/18 and 06/20/18, further updated on 10/30/20 to comply with FBC Vh Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), with FBC 7r' Edition (2020), and of no financial interest, dated October 30, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0505.03, issued to E.S. Windows, LLC, for their Series "ES-5500" Aluminum Project Out Window — L.M.I., approved on 10/11/18 and expiring on 10/ 11 /23. Manuel Perez, P.E. Product Control Ex r NOA No. 20. 16.0 Expiration Date: October 11, 3 Approval Date: February 25, 2021 E-3 Page 69 of 75 HEAT STREN'D GLASS 3 12' Mm. !4/32 � ayer 2 EAO/ MAX, HEAD)SLLL HEAD/SILL Bymy Amaicu. Inc.' CORNEAS - HEAT STREN'0 GLASS n n su.LcaNE �x �o I II m _U It4 POFITS ON LITES.. SETTING BLOCKS AT LAN. GLASS THAN ONLY NOTCH GLAZING BEAD LEG.. G TO CLEAR BLOCKS . GLAZING DETAIL -OUT ALUMINUM WINDOW (L.M.1 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF P.O./P.O. OR PROJECT OUT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TD COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON)/2020 (7T11 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MMZ). 18Y OR 213Y WOW BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SN86 TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMLLAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA MM CODE @ ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERA AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PROOtICT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. SURFACE APPLIED FALSE NUNTINS OPTIONAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 I_ 46 3/16- ry VENT WIDTH TWICAL ELEVATION MAXIMUM DESIGN LOAD RATING - + 100.0 PSFF (FOR SIZE SHOWN ABOVE OR SMµLER) - 125.0, PSF STHESE WINDOWS ARE RATED FOR LARGE &SMALL MSSILE IMPACT. C HUTTERS ARE NOT REQUIRED. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. SAFEGUARD REQUIREMENTS TO BE VERIFIED. a' EB- Pleooul>;r eewseo ae Mna "o- -fth the PlorWa WWWW 111111 NOA-Ma. Code ZQ1116.Q3 ��p.�\" 1I*023uGBelsB • ( C SRR e�QS' droeiN 8 %� �to�DR• �.� W17-45 TYPG UETAI TYPICAL ANCHORS SEE ELEV. FOR SPACWG M� �� ims F-------------------- r------------- ----1'1 I1 19AMI-DADE COUNTY APPROVED 1� MUWON h MULLION ANCHORS I SEE SEPARATE NOA II 1 I R-1 TYPICAL ANCHORS I SEE ELEV.J FOR SPACWG `W6. BULK l� LSf c O b 0 TYPICAL ANCHORS g FOR�SPE ELEV. A Bo n LL 2 �i WOOD BUCKS AND METAL STRUCTURE NOT BY 'ES. WOW.' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. s SEE ELEV. FOR SPACING II 6 j�4- DIA DLTRACON+ 9Y 'DEWALT' (F-1" KSI, Fpi4U KSI) INTO 2RY WaOn RUCK, oR WOOD STRUCTURES 1- 1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL) THRU 10Y BUCKS INTO CONCRETE 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) F DIRECTLY INTO CONCRETE a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a ,1,/4- DLA. TEKS OR SELF DRILLING SMEWS (GRADE s CRS) INTO MKMI-DAUL COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL) (3) THREADS MIN. PENETRA71ON BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 11/15- MIN. INTO METAL STRUCTURE = 11/16° MIN. WDOD AT READ OR SILL SO � 0.65 MIN. CONCRETE Al HEAD OR SILL f e - 30M PS MIN. G PRODUCT REVISED as vrith 00 PlorWa m NOA 20-1118.03 `, 11111�IT Dais 011�y.... y wain cz a 14 a drawing no. W 17-45 1p I r 3 F YWD-DARE COUNTY QY APPROVED IAJLLtON N SEE SEPARATE NDA pp 8 G�� Is. 11 II G i _ dap a 11 11 II 11 I I — IL___JI G � WIMOOw WMTH WSIODW WMTH U � oc ~ _ 1/4' MAX.X. 1/4' MAXMAX8 M e 1/GAjl - [+ P GAP 0 CAP M18 g §Z� ri 14 1]I Y29 YTS YIB YI> Yl0 r1 YE1 MEAL Y� / `l STRIXTURE p > 1BY jr wo01) SUCKS � w Y17 I }j( / m / p EXTERIOR ET b wo I D.L QM PRODUCT REVISED Iait6 do Florida o Sj 9 ro 8 _ VENT WIDTH BuOding- Code NOA-No. 2a1116.Qi tlll l I Illl l. m u c WtlVDOW WDTN 11120231 Enam �`��• NaV�BN• '� 1 '�+ a E Wl 7-4 �•'•.• BWE �� drawing no. TYPICAL ANCHORS SEE FIM FDR SPACMG METAL TYPICAL ANCHORS __________ ___ Z / S'RUCTURE7SEE F_____ r SEp��No I iWAYI-DARE COUNTY APPROVED i 1 0 IIYULLION & MULLION ANCHORS I I $ I I n / i SEE SEPARATE NOA °EDGE DIST. !i 0 L-----------------'� ti E3 E3 E3 0 ALT. � ANCHORS ELEV.� r OR SPACING m �S n Z � U tt CC)1 fan W ALT. p m GAP _ E3 I n 2 3 m 4 f/7 In • 4♦ • d \ ALT- E3 PRODUCTREVISED I Y �j m comp Cod�WN the Florida ,f 1I11111 1j L° < ` MOMIe. 201118.03 ��``F��i Y OMS-IRM IM023 .. � . � • ° Mlamy+ ada Produyt'Co trot `$7' t � q . �' � � S 71 - I E'LITE(3 ' • � drowing 8 TYPICAL ANCHORS fcrnassa..",��, W17-45 L SEE ELEV. IN ON DETAILS IIITfl FLUSH FRAME ADAPTER `Fi�°j .... rOR SPACING filial �sheet 4 of 6 TTEM PART f RXIID. DESCRIPTION MATERIAL UAN9./SOPPLIUR/REMARKS E1 ES-5001 4 FRAME 6063-16 - E2 LS-5002 4 Vm 6063-T6 E3 ES-5017 AS REOD. FLUSH FRAME ADAPTER U53-76 - - E4 ES-1017 4 GIAZ= BEAD (TAM. GLASS) W63-76 - MI f10 K i 2/ CORNER ,FRAME ASSEMBLY SCREWS - ST. STEEL PH SMS M2 /10 X 1-1/4' 1/ CORNER :VENT ASSEMBLY SCREWS ST. STEEL PH SMS M3 #10 X t-1/2' 1/ CORNER iVE14T ASSEMBLY SCREWS ST. STEEL PH SMS M4 /a X 1/2" AS IEOD. %U38ER FASII71ERS ST. STEEL PH SMS M4A JIO X 1/2' 6/ HINGE MZE MTALIATiON SCREWS ST. STEEL PH 51B .. M48 /10 x 1/2' 2/ KEEPER KEEPER INSTALLATION SCREWS ST. STEEL PH SMS M5 /8 x 1/2' - CLAP WASHER FASTENERS ST. STEEL ._. ST. STEEL PH MS M6 IS X 1/2' - SCREEN HOLDER FASTENERS _ FH SMS M7 /8 X 1/2' B OPERATOR FASTENERS ST, STEEL FIR SMS MB 110 X 1-1/4' 2 BAR CUIK FASIENf!RS ST. STEEL FH SITS 1488 #8 x 1/2" 8 AS REOD. PLATE FASTENERS ST. STEEL FH SMS M9 WS-100 (ES-5004) SNUBBER DIE CAST ALUM - MIO PJS43-SS AS REOD. CORNER KEY ST. STEEL - ..Mtl CLO1-0475 - MULTI POM LOCKPNG HANDLE DIE CAST 2114C - M12 CL62-2045 - SNAP ON COVER DIE CAST 201C - U13 CL02-1020 - SNAP ON HANDLE PLASTIC - M14 CLOI-4001 - CLAMP WASHER - ST. STEEL - M15 CL02-0021 - LOCK BAR ST. STEEL - M16 CL02-2036 - LOCK KEEPER ACETA� - M17 CUM-2027 3/ JAMB BAR GUIDE. AT 5% 12-3/4' h 20-1/4' FROM BOTTOM ACETA. - Mla COIL-OBCS - COVER OPERATOR HANDLE - - M19 AMC-320 2 14 BAR HWM ST. STEEL. AMC 4ANUFACTURJG M20 Col 1-0651-000 - OPERATOR SPACER- - M21 C011-2202 - OPERATOR SPACER - M22 CDII-2322 - OPERATOR BRACKET - - M23 CCII-045t-085 - AWIQNG (X�EAATOR _ _ U24 E205 ESSM AS READ. OLRER W'STR[PPING 1PDM DUROMETER 602:5 SHOD A M25 AS REDD. Wt" WSIR[PPWG EPDM DUROIETER 60*5 SHARE A M26 ES-5008 (27-425) AS REOD. GLAZING 4ASKET EMU DUROMETER 70*5 SHORE A M28 ES-9000-B01(60-341) 2/ LITE SETTING BLOCKS EPOM OURDMETEN Wt5 SHORE A SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. OL CKS: SURFACE MOUNT METALLIC THREE POINT LOCK SYSTEM WITH ACTIVATING LEVER TYPE CAM LOCKS LOCATED AT 10' FROM BOTTOM AT FRAME JAMBS FASTENED WITH (2) #8-32 X 1/2' PH SMS SURFACE MOUNT NYLON KEEPERS LOCATED AT 5', 16' AND 22-1/2' FROM BOTTOM AT VENT JAMB RAILS EACH FASTENED WITH (2) 88 X 1/2' FH SMS HINGES: SURFACE MOUNT METALLIC 4 BAR HINGES BY 'ADVANTAGE MFG. CORP.'LOCATED AT WINDOW FRAME UPPER CORNERS FASTENED TO FRAME WITH (3) #10 X 1/2' PH SMS FASTENED TO VENT WITH (4) #10 X 1/2' PH SMS OW OUT CLIPS: 1-1/2' LONG ALUMINUM ANTI BLOW OUT CUPS AT FRAME hEAO AND VENT TOP RAIL LOCATED AT 11-1/2' FROM EACH END FASTENED WITH (2) #8 X 1/2' FIRM SMS OPERATOR: SURFACE MOUNT METALLIC ROTO OPERATOR LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #8 X 3/4' FH SMS SURFACE MOUNT 2-3/8' LONG NYLON OPERATOR TRACK LOCATED AT MIDSPAN OF BOTTOM RAIL FASTENED WITH (2) $8 X 1/2' FH SMS PRODUCT REVISED as eomp rML the Flodda Bvldlvg dada wow-tlo. 20-1118.03 Expiration Datms10H IrAD23 F, 110, 5 W17-45 2. FRAME VENT �t.eee 2 .500 I�I ns �{----2.053--I� 9 FLUSH FRAME ADAPTER .203 F A ! T- .80J ,OSO 837 E4 GLA7ING STOP (LAM. GLASS) PRODUCT REVISED m�mp= W"h the Forms NOA-lie. 20-1116.03 NOTES: 2. THESE SHOP DRAWINGS WHEN APPROVED CONSTITUTE AN AUTHORIZATION TO FABRICATE MATERIALS WITH SIZES AS SHOWED ON THESE DRAWINGS, WITH THE UNDERSTANDING THAT DIMENSION TOLERANCES ON THE STRUCTURE AND MASONRY ELEMENTS ARE WITHIN THE TOLERANCES AS PRESCRIBED BY AMERICAN CONCRETE INSTITUTE. 3. GC TO PROVIDE ON EACH FLOOR PROPER CONSTRUCTION CONTROL LINES AND BENCH MARK FOR LEVELNESS. 4. INSTALLER SHALL FIELD DIMENSION EACH MASONRY OPENING BEFORE INSTALLATION. 5. WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. 6.ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. 7. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (LE: WOOD, METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 8. ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR ALL ESCAPE WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (5 SF FOR GROUND FLOOR). THE WIDTH SHALL NOT BE LESS THAN 20" AND THE HEIGHT SHALL NOT BE LESS THAN 24". 9.OPERABLE WINDOWS (HAZARDOUS AREA): MIN. 36" FROM FINISH FLOOR OR SAFETY BAR REJECT 0 4" OBJECT (TYP.) ARE REQUIRED. 10. ALL SLIDING GLASS DOORS TO PROVIDE A 32" MIN. WIDE CLEAR OPENING. 11. DESIGN CRITERIA - FLORIDA BUILDING CODE 2017 (WIND LOAD BASED ON STRUCTURAL PLAN S-201) GLAZING ON AND AROUND DOORS COMPLIES WITH 2406.4.1 1 ALL DIMENSIONS TO BE FIELD & 2406.4.2 OF THE FLORIDA VERIFIED BEFORE FABRICATION BUILDING CODE 1020 NE RESIDENCE 1020 NE 92TH STREET MIAMI, FL 33138 EXTERIOR WINDOWS & DOORS SHOP DRAWINGS ALUMINUM FINISH: DURANAR BONE WHITE GLASS COLOR: GRAY GLASS TYPE Gl: 5/16" LAMINATED GRAY GLASS 1/8" H.S. GRAY GLASS 0.090" DUPONT BUTACITE PVB INTERLAYER CLEAR 1/8" H.S. CLEAR GLASS GLASS TYPE G2: 7/16" LAMINATED GRAY GLASS 3/16" H.S. GRAY GLASS 0.090" DUPONT BUTACITE PVB INTERLAYER CLEAR 3/16" H.S. CLEAR GLASS GLASS TYPE G3: 3/8" LAMINATED GRAY GLASS 5/32" H.S. GRAY GLASS 0.090" DUPONT BUTACITE PVB INTERLAYER CLEAR 1/8" H.S. CLEAR GLASS GLASS TYPE G4: INDEX: S.D.- 0.0 COVER SHEET S.D.- 1.0 FLOOR PLANS S.D.- 1.1 -1.2 HOUSE ELEVATIONS 1020 NE RESIDENCE PROJECT LOCATION:1020 NE 92TH STREET, NIIANM FL 33138 1/2" LAMINATED GRAY GLASS 1/4" H.S. GRAY GLASS 0.090" SENTRY GLASS SGP INTERLAYER CLEAR 5/32" H.S. CLEAR GLASS GLASS TYPE G5: o 7/16" LAMINATED GRAY GLASS a 3/16" H.S. GRAY GLASS RI 0.090" DUPONT BUTA= PVB INTERLAYER TRANSLUCENT WHITE cc�� 3/16" H.S. CLEAR GLASS U a o� I canA: CP G] � M Yf x 0 y ca me I osmm AM Ammiam ConsW*, Inc. 14331 SW UM Snot, Suite 213, Miami, F1.33186 Ph (7W 219 9490 —; &- Daniel Gonzalez PE , Lic. No. 74271 AM American Consulting, C-A-No. 31388 r.Jm"m I SE=No: 02 MPM 2205- Si).- 0.0 - — - ----- - - --- -...--------- --- ----- - - TERRACE _- L - - - - - BATH 3 FAMILY ROOMIL MASTER BEDROOM LAUNDRY ne 1 S KITCHEN ow BEDROOM 3 EGRESS mow„BATH, BEDROOM 2 EGRESS EGRESS C FLOOR PLAN SCALE: 1/8"=P-0" N COVERED — — —I DINING LIVING FOYER W.I.C. CL AC GARAGE ID NOT PART OF THIS PERMIT J.. PROJECT NAME: 1020 NE RESIDENCE PROJECT LOCATION:1020 NE 92TH STREET, MIAMI, FL 33138 NO. DATE BY REVISION AM American Consulting Inc. I43315 12M Strat Sm213. MmmFl.33196 Pb 6219 9490 1 AM www . a- ao w �a v� Daniel Gonzalez PE , Lie. No. 74271 AM American Conmd m& C.A.No. 31398 a Dmnb�. CP a!DX. SEMTNo: x ortrabr YT MTM2205-0Z SD: 1.0 y v7 O.c OSIO]l!2 "5000" OUTSWING ALUMINUM CASEMENT WINDOW NOA: 20-0915.02 (EXP:04-03-23) WIND PRESSURE WIND PRESSURE + 40.00 PSF BY NOA - 43.40 PSF + / - 85.0 PSF GLASS TYPE GI E.S WINDOWS. LLC "EL 400" ALUMINUM SLIDING GLASS DOOR NOA: 22-0118.06 (EXP:07-20-27) "EL 300" ALUMINUM OUTSWING DOOR NOA: 19-0918.03 (EXP:014)4-28) WIND PRESSURE WIND PRESSURE + 40.00 PSF BY NOA - 43.40 PSF + / - 80.0 PSF GLASS TYPE G5 E.S WINDOWS. LLC "EL 300" ALUMINUM OUTSWING DOOR NOA: 19-0918.03 (EXP:014)4-28) i THIS `+ PERMIT NORTH ELEVATION SCALE: 1/8"=F-0" E.S WINDOWS. LLC "EL 400" ALUMINUM SLIDING GLASS DOOR NOA: 22-0118.06 (EXP:07-20-27) SOUTH ELEVATION SCALE: 1/8"=1'-0" WIND PRESSURE WIND PRESSURE WIND PRESSURE WIND PRESSURE WIND PRESSURE WAND PRESSURE + 40.00 PSF BY NOA + 40.00 PSF BY NOA + 40.00 PSF BY NOA - 53.60 PSF + / - 60.0 PSF - 43.40 PSF + / - 80.0 PSF - 53.60 PSF + / - 60.0 PSF GLASS TYPE G2 GLASS TYPE G2 GLASS TYPE G2 1020 NE RESIDENCE PROTECT LOCATION: 1020 NE 92TH STREET, NIIAMI, FL 33138 AMAM American Consul ing, Inc. 14331 SW LIM Shea, Suite 213, NfimmFL 33196 Pb (M) 219 949D www !,I 10 2077 xO rro U��a v� Daniel Gamlez PE , Lic. No. 74271 AM Americas ConsWting, C.A.No. 31388 G on.cy GP a kert SHEI:TNo: y+ y+ M7M2203-02 S.D: 1.1 a�anr YT yr v� o.� OS/D7112 NEW ROOF I EXISTING ROOF .............. 15 El COVERED TERRACE E.S vIrmows. LLC E.S WINDOWS. LLC "EL 300" ALUMINUM "5000"OUTSWING ALUMINUM OUTSWING DOOR CASEMENT WINDOW NOA: 19-0918.03 NOA: 20-0915.02 (EXP:01-04-28) (EXF:04-03-23) E.S WINDOWS. LLC E.S WINDOWS. LLC "ES-5500" ALUMINUM PROJECT "5000" OUTSWING ALUMINUM OUT WINDOW CASEMENT WINDOW NOA: 20-1116.03 NOA: 20-0915.02 (EXP:10-11-23) (EXP:04-03-23) WIND PRESSURE wRqD PRESSURE WIND PRESSURE VaND PRESSURE WIND PRESSURE WIND PRESSURE WIND PRESSURE ViRqD PRESSURE + 40.00 PSF BY NOA + 40.00 PSF BY NOA + 40.00 PSF BY NOA + 40.00 PSF BY NOA - 43.40 PSF + 80.0 PSF - 43.40 PSF + 85.0 PSF - 43.40 PSF + 100.0 PSF - 43.40 PSF + 85.0 PSF 125.0 PSF GLASS 17�Gfl GLASS TYPE G3 GLASS TYPE G4 GLASS TYPE EAST ELEVATION SCALE: 1/8"--P-0" EXISTING ROOF NEW ROOF Fol E] E ---------------------- -i r E.S WINDOWS. LLC E.S WINDOWS. LLC "EL 300"ALUNffNUM "ES-5500" ALUNID41M PROJECT OUTSWING DOOR OUT WINDOW NOA: 19-0918.03 NOA: 20-1116.03 WEST ELEVATION (EXP:01-04-28) (EXP:10-11-23) SCALE: 1/8"=Y-0" WIND PRESSURE WIND PRESSURE WIND PRESSURE WIND PRESSURE 40.00 PSF BY NOA + + 40.00 PSF BY NOA - 43.40 PSF + 100.0 PSF - 43.40 PSF + / - 80.0 PSF - 125.0 PSF I GLASS TYPE G5 I I GLASS TYPE G4 I PROJECT NAME: 1020 NE RESIDENCE PROJECT LOCATION: 1020 NE 92TH STREET, WAK FL 33138 NO. I DATE I BY I REVISION I AM American Consul* Inc. 14331 SW L% Street, Suite 213. K=L FL 33196 Fb M 219 9490 M 10 20'7 0 Daniel Gonzalez PE Lir- No. 74271 AM Ammican Consulting, C-A-No. 313N D—br. Cp ft.I-Zft SBEErwo: 0 CUimdbr. YT .."0" SD1 A.2 Ln Ca 'mm 1