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246 S OCEANWALK DR - RES20-0054 RESIDENTIAL PERMIT PERMIT NUMBER •'� CITY OF ATLANTIC BEACH RES20-0054 800 SEMINOLE ROAD ISSUED: 3/25/2020 'Ji; ¶' ATLANTIC BEACH. FL 32233 EXPIRES: 9/21/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL 246 S OCEANWALK DR WINDOWS/DOORS replace windows & doors $18584.00 TYPE OF REAL ESTATE ZONING: ` BUILDING USE SUBDIVISION: CONSTRUCTION: ' NUMBER: ( GROUP: 169463 0506 OCEANWALK UNIT 02 COMPANY: I ADDRESS: CITY: STATE: I ZIP: FLORIDA GEORGIA WINDOWS AND DOORS, 11290 St. Johns Industrial Pkway JACKSONVILLE FL 32246 INC. OWNER: ADDRESS: CITY: STATE: ZIP: BREDESEN MICHAEL H 246 OCEANWALK DR S ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $145.00 Issued Date: 3/25/2020 1 of 2 r51,: i. RESIDENTIAL PERMIT PERMIT NUMBER ,J , A RES20-0054 a.' s, CITY OF ATLANTIC BEACH J� V~ 800 SEMINOLE ROAD ISSUED: 3/25/2020 Molt 9a EXPIRES: 9/21/2020 ATLANTIC BEACH, FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18 TOTAL:$222.94 Issued Date:3/25/2020 2 of 2 1„v • St 6 Cash Register Receipt Receipt Number City of Atlantic Beach R12043 -(0/11,>- DESCRIPTION I ACCOUNT QTY PAID PermitTRAK $228.38 RES20-0054 Address: 246 S OCEANWALK DR APN: 169463 0506 $228.38 BUILDING $145.00 BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN REVIEW $72.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE SURCHARGES $10.88 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18 TOTAL FEES PAID BY RECEIPT: R12043 $228.38 Date Paid: Wednesday, March 25, 2020 Paid By: FLORIDA GEORGIA WINDOWS AND DOORS, INC. Cashier: CT Pay Method: CREDIT CARD 4 Op Printed:Wednesday, March 25,2020 11:42 AM 1 of 1 Iri `.A- INSPECTIONS REQUIRED FOR BUILDING PERMITS 4 ,1 To verify compliance with building codes,inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: vDti 9Y Date: Initial: Date: Initial: Power Pole Final Plumbing Silt Fence Final Electrical Piers/Stem Walls Final HVAC Underground Plumbing CC Final Underground Electric Final Building* Foundation/Footing *For new living space:When all construction work including electrical,plumbing, mechanical,exterior finish,grading,required paving and landscaping is complete Slab** and the building is ready for occupancy,but before being occupied ••FORM BOARD ELEVATION CERTIFICATE MUST BEON-SITE FOR SLAB INSPECTION Swimming Pool Steel Retaining Wall Footing Swimming Pool Safety Driveway Electrical Grounding&Bonding Sewer(Building Dept) Swimming Pool Final(Bldg) Sewer Tap(Utilities Dept) Swimming Pool Final(PW) Additional inspections may apply to your project if your project Rough Electric* contains these elements: Rough Plumbing/Top Out* Formed Columns/Beams* Rough Mechanical* Masonry Cell Fill *When all rough electric,plumbing,mechanical are complete but before any work is •When forms and reinforcing steel,anchor bolts,sleeves and inserts,and all covered up. electrical,plumbing and mechanical work is in place,but before concrete is poured. House Wrap Structural Steel* Wall Sheathing •When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. Roof Sheathing OTHER: Tie-down Framing Connections OTHER: Rough Framing OTHER: Roofing In Progress OTHER: Window/Door In-Progress OTHER: Insulation Ceiling f—a Insulation Wall 'N OO W `c; /'l � g's Exterior Lath ✓)�r~J Permit Type Stucco Scratch Coat Exterior Siding In-Progress R Este) Brick Flashing&Ties Permit No. Early Power 741,- , c)ce 4UiL lam► Gas Rough Job Address Gas Final* Liw�• \Ai •A •When all gas piping is complete and wallboard is installed but before gas is ar a `.� attached to any appliance.All outlets must be capped and pipe pressurized at a minimum of 15 lbs. Contractor POST THIS CARD WITH PERMITS AND PERMIT Building Department Public Works/Utilities Fire Department DOCUMENTATION IN FRONT OF BUILDING Phone:904-247-5826 Phone:904-247-5834 Phone:904-630-4789 Fax:904-247-5845 Fax:904-247-5843 Fax:904-630-4203 INSPECTION LINE: 904-247-5814 MUST CALL In 4PM PREVIOUS DAY FOR NEXT DAY■dPEC11ON Construction Hours per City Code:7am-7pm Weekdays;9am-7pm Weekends NOTICE OF COMMENCEMENT State of T kp -\c J. _ Tax Folio No. `LIri Lilo/ 3D5 County of vth.1 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: '4- 13 CA-Q, -ale: ocx.c I1W0.m.A.. 0„,..;,...k. '. LID a Address of property being improved: .24L Dcei2A.A. ju,_, `I:. 3 i . oa► b / Fu General description of improvements: eQk -,T E \tJb(i Ot)e_ Starr �+� 3933 _ Owner: \ QcLI Eite..datu Address: D'k1 D, I )cak, Dr. 3 Owner's interest in site of the improvement: howl-, ktAi-f ove l Fee Simple Titleholder(if other than owner): r Name: t i113-11 �� Contractor: Floc ck � r« W t b1,..A 4- £ x u ` I' Address: L O SL 11P . k A Sa.t.a> ,,ut RL []., � t " t Telephone No.:- D -UL41- D Fax No: 1.11 o'- clap Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER JL .. / Notary Public State of Florida Signed. 41,41160 . Tiffanlyaloe o7-(q• apt Doc#2020042867,OR BK 19114 Page 912, lefore me this day of %_ :+,::..F�` bSal, ' .te Number Pages. 1 )f Florida,has personally appeared °c f/ 1 Recorded 02/24/2020 12:43 PM, — RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Jotary Public at Large,State of Florida,County o Du.1-. .' COUNTY Ay commission expires: of. oa.l RECORDING $10.00 'ersonally Known: or 'roduced Identification: Or,104n CIs.c._ ft.... Building Permit Application JOB COPY Updated 10/9/18 ' ' City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: (.0 OC<J r lOq�,ly(,, .0r. S pp Permit Number: I`€ C a 0 —o O�• Legal Description 5'2/JO`j-25- -,)7I QC axe.' 4.--41-/k L1,11 2_ 4 t 2. RE# Valuation of Work(Replacement Cost)$ /g,fry Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New [7Addition (-]Alteration ❑Repair EMove ❑Demo ❑Pool ( in'dow/Door • Use of existing/proposed structure(s): ❑Commercial [Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes LINO • Will tree(s) be removed in association with proposed proiect? ❑Yes(must submit separate Tree Removal Permit 2No 1 Describe in detail the type of work to be performed: FEB 2 2020 ee kc.6 vi‘40,„-5 --sk - c:c.r__s . Florida Product Approval# for multiple products use product approval form Property Owner Information 7�, - Name f'V1,1C.h@iL .,/e,C�,�tll Address }(0 T cei t'1 11-)4_1-1.,-- S City Ai-lam-Vic,. Ilrtn o yiState V L Zip �aZ33 Phone Li•• a7" L:1 F-Mail Q��R( ' -W [l,�l.t�n. U Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) d N `- Contractor Information Z < Z • V ...1 R O ANddress of Company F j 'b i .1V•bQQZi Qualifying Agent ri�IylcJl,& lgy,�t� CL W p- r•:: M city duLaamiille_ State Zip ~ W 3aa4ca r� o Office Phone CiC 4,041.-7410 Job Site Contact Number 04 State Certification/Registration# C�LC.OV 1u4C) E-Mail .r f..aN ,o.Q1,C w o a Architect Name&Phone# Engineer's Name&Phone# ® � 0a I Workers Compensation Insurer Ado - 0,44w OR Exempt❑ Expiration Date 3, 1- 2o 2_f I"- Fes_. I- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installati hed W commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulaugQ construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIG I.J >- a CO WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements tE" LU 3 W permit,there may be additional restrictions applicable to this property that may be found in the public records of this county$.61c U) W there may be additional permits required from other governmental entities such as water management districts,state agenciaPi(or CC1-12 federal agencies. W L.: cc 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 RECMNUR7TICE OF COMMENCEMENT. 1 -.---1,/...-...-.. '-. 6,- yt__ ji?..--- .4----- (Signature of Owner or Agent) fgnature of Contractor) Signed and sworn to(or affirmed)before me this ��-day of Signed and sworn to(or affirmed)before me this a , day of VA) ck11)__ .by k ANC,0 ,by •►0No ary'r. t'rj /' n. — tt ' -Q.-- ,,e0,44%, , Tiffany L Ice ' $ r�•�No ry) Notary•uti is State of Florodary) +% ' My Commission GG 951030 �!� Expires 01/2612024Tiffany L Ice . •' My Commission GG 951030 ( ]Perso hPersonally .• Expires 01/26/2024 [44-Produced Identification [ ]Produced Id Type of Identification: sid\ 1-lc 4-- Type of Identification: PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: /C4 E( hite, o l'lh Permit # ,QES t 0 —Oas Project Address: 01.'1 4,6kh" (.441 L £ ti// I' . 3[2_33 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.or J. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 111111 1.Swinging / ! J q 2.Sliding P617 U Orn 3.Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1.Single hung 1(n 1691 1 4 N 2-35. b 2.Horizontal slider f(�'r I V tN (. ) 2. 1 3.Casement 4.Double hung 5.Fixed P1.1 VIII rid id r 2(43,7V 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action JOB COPY / 4 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. 41d/Vcf4 17/tAwAol (Contractor Name) j(Print Name) /� (Signature Company Name: 1 OIG i 4�Ky//e' fL4 - / ). 2)042 Mailing Address: /(290 9O 5T. TO`r,S J -d' Pi�w S%r / City: 241& State: ft Zip Code: 12Z Y Telephone Number:( ) Ccl• 70/ Fax Number:( ) �b�Z • �/�/�' Cell Phone Number:( ) E-mail Address: fef.� •�e#QOL.C4''- JOB COPY • • „. JOB COPY ... �L -P' as-- 1. 7 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: ______ IMPACT RATING INCLUDING POCKETS&90°/135°CORNERS Group Anchor substrate Fran•Member Min.tDlmnon. MIn. Clacton. 6nWdmNOT RATED FOR MISSILE0// IMPACT RESISTANCE -_- - PT.Southom Pine HOed/S)VJamb 6/18' 1-3/8' GENERAL NOTES: (SG•0.55) Phook 6/16- . 1-3r6• _ DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. #12,steel SMS(G5)or AWminum,6563-T5' rieed/Snuiamt 3/e 1/8 2 DESIGN PRESSURES: 4t0 ss.SMS (0.125'min.thlcknese) P.nock 3/8' 1/6' SEE TABLES 1,2&B1,B2 } Imin it tnre•dsiln) Stool.A36' Heaa5i1/Jamb 3/8' 0.0x0' ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A S(P.oey min.thick...) Phcok 3/8' 0.0x0• B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. eel Stud,Ae83 Gr.33' Haul/Sill/Jamb ye' 0.071'(140..) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 10.071'min.thick/toes) Phook 3/8' 0.071'(14 Go.) 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Elco recon P.T.Sol/hem Pin• J. b 1' 1.3/8• 1SG.0.55) Phcakm1' 1.3/6' INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'Elco 410 S.S.CrelaF;es P'--sou hem Piro FbeNSnuJo.cA 1' alb SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). (SG-0.35) Phcok 1' 1-3/6' 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B #12.sloe/(nmod screw(G5) P.T.Southom Piro Head/Sig/Jamb a 9'16' 1-318' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. (SO•3.55) Pfieok E'16' 1-318' Concrete Phook 1' 1-3)8' 6)REFERENCESINOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION (nm1.2 e5 kat) Hood/SM./Jamb '-3/16' 1-3/8' SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 1/4'Elco Unraccn UnpwuNd CMU. Jemb 1' 1.114' (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA (ASTM Coo) PHtook 1' 1-1/4' REFERENCES(TEST REPORTS):FTL-8337,6338,8646-8649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; Unpmuted CMU, Jamb 1.3/4' 1-114' CAMBRIDGE 535753-09; 1/4'Eino 410 5 S.Cret•FI.. ASTM C-00) Pfieok Aq a+/a' GENERAL NOTES 1 C Concrete Head/SlIJu / nb 1-3/18' 1-3/4' EXAMPLE CONFIGS 2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE (min.3.35 kul) NW/Sift/JambPhook 1' 11-314' INSTALL DETAILS 38 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI ConcreteNW/Sift/Jamb 1.1/2' 1-3/8 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR /mire.2.22 kat) Phook t-1/T 1-3/8' DP/ANCHOR TABLES 7-8 PLASTICS,(COMPONENT REQUIREMENTS). 1/4'Et. UTAS174 CMU, Jamb 2' 1.1/4' EXAN 1 fA out ernC-901P P-hook 2' 1-1/4'3GLAZING DETAILS 10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. P.T.Southern Pins waarenuJsrro 1' •ye• ANCHOR LOCATIONS 11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (sG-0.85) Pheek-- 1' 1-3/e' 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. Concrete He.d)SauAmb 2.1/2' lye' PANEL TYPES 17 1/4'Eko Unrecon (min.2.65 k.1) Phock 2-1/2' 1-3/8' EXTRUSIONS 18 ANCHOR NOTES: Unprcut.dCMU, Jamb 2-1/2' 1.1)4' ACCESSORIES 19 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 0 , (ASTM C-80) Phook 2-1/2' 1-1/4' SCREEN DETAILS 20 Concrete Head/5111/Jamb 2-1/2' 1-3/4' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 'i.3.35 ka, Phock 2-1/2' 1-3/111PARTS LIST 21 REQUIREMENTS. 1/4 Elco 410 5.5.Crete'. Defrosted CM, Jamb 2-1/2' 1-1/4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM C-90) Phook 2-112' 1-1/4' PRODUCTyREVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complying wingCodwith the Florida BuIF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA P40A-No- 17-0420.07 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE Expiration Date 04/21/2021 REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ay 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED MIamT-Da - roduct Cont eI BY THE AUTHORITY HAVING JURISDICTION. • 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE MeleHel Min.F, MIn F„ LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 82 kai 120 kal ' SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 Mil 110 kat OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC).6TH EDITION Elco AO@re-Gotore 57 ksi 98 kal •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltraCon3/ 155 kat 177 ksi INSTRUCTIONS: •ASTM E1300-09 410 SS Elco CreteFlexW 127.4 ksi 189.7 ksi 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION - 1 I I t r 7 THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, •ALUMINt1M DESIGN MANUAL,ADM-2015 3063 TS Aluminum 18 kat 22 kai \1TT111 •AISI 6100-12 A36 Steel 38 kal 58 kai OXY:7085 MDEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •AISC 380-10 Or 33 Steel Stud 33 ka) 45 ksl ' `'t�.''UIC /e2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE i);' ''C1nNOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED - - VINYL SLIDING GLASS DOOR NOA NI 10/05/15 No. WIDTH AND/OR HEIGHT. - F ( ) _ _- //( : Tt 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, yy GENERAL NOTES d J ROSOWSKI -'0 -. ` q q '•► THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM J d I :p••. L 11 (•r <4,:.- EDGE ` EDGE DISTANCE. , ® e Raa Oma'.• ST TE •. �/ 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED CGPYRIGHT02017 POT u»USTRIES.INC. I! UPDATED TO FBC 2017,VINYL MFG. H 04/05/17 %i� --f/ORIO,'••_''.��` ALL RIGHTS RESERVED -. . . _--.. jS+S''.......• `(�' DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, 1070 TECHNOLOGY DR k ,}� '///0NAL,E111`s 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 n I FHP F CERT.OF Avm.a2ern. SGD-5470 NTS III I 1 OF 21 !( MD-5470.0 A LYNN M A PF n 51171:, • MAX.UNIT WIDTH um MAX.UNIT WIDTH - 1-. UNIT WIDTH - I� 1 .-: --- MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH n NOM.PANEL WIDTH Q NOM.PANEL WIDTH n 1 PER TABLES 1&2 v PER TABLES 1&2 �I I PER TABLES 1&2 �'� ,, I PER TABLES 1&�r �I �s n $ �r �Li '21r tr v II I MAX.UNIT 1oMAX.UNIT r MAX.UNIT MAX.UNIT ,2 ,11. HEIGHT I I'i HEIGHT Itr n n I HPERT 11E1 I�i I^ HEIGHT 3 i^PER TABLES 1&2 I w PER TABLES 1&2 it I PER TABLES 1&2 TABLES182roaxr 1 L �I CJI I I POCKET IN J ,L — II . °°°n. CONFIGURATIONS €� CONFIGURATIONS3-PANEL CONFIGURATIONS AA 4-PANEL CONFIGURATIONS fa v MAX.UNIT WIDTH MAX.UNIT WIDTH -- ------- MAX.UNIT WIDTH --------- NOM.PANEL WIDTH • NOM.PANEL WIDTH v I Fi I NOM.PANET Fr ��I Et I PER TABLESF-I� PER TABLES 1 8 2 PER TABLES 1&2 a©' MAX.UNIT ,. sa I n n r n c► ! I n n I v c as MAX.UNIT *4 t�1 •.i ' 6 ! v II MAX.UNIT � n 74 �I TY I HEIGHT RT HEIGHT I" HEIGHT &W PER TABLES 1&2 / I PER TABLES 1&2 v I' i TABLES 1& J1 POCKET / .ouvr I I� �a ' 5-PANEL IONFIGURATION I J� 6-PANEL CONFIGURATIONSII DA J CORNER,TYP. OMIT COFFERNOOK� ecomaseamP • PRODUCT REVISED — MAX.UNIT WIDTH -- —. MAX.UNIT WIDTH as complying with the Florida Building Geode NOM.PANEL WIDTH NOM.PANEL WIDTH 0NOA-No. 17.0420.07 PER TABLES 1&2 PER TABLES 1&2 MIMEaspiration Date 04!2112021 *yr Fr v F� Fr I 0 II�Q , � `v�� i �. Ll n n i I �1 A ��.-. n ' p I MiamrDa oduet con rot 11 MAX.UNIT n n n n I MAX.UNIT I, I �a !l cr 11 HEIGHT ar rY ♦r v� FrfI HEIGHT •r I. t I er I.. PER TABLES 1&2r I PER TABLES 1&2 nue / ( 7-PANEL CONFIGURATIONS — J -� J.-- : : _U11UUUU _ 6 pgNEL CONFIGUtiATIONS arli CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" LOCATIONS.EXAMPLE:4-PAN1)ALL CONFIGURATIONS EL)000(IN POCKET(pARE ALSO er)CONFIGURATION CANLE AS POCKET IGB p))O(Xp pTXXXX ORER OR BOTH JAMBXXXXp.OXXX IN "P"F=POCKET PANEL DLO HEIGHT=DOOR HEIGHT-NOM.PANEL WIDTH=PANEL WIDTH 1H 6"X118" `.. .0..NyI.y/ V,"i� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" z z.;. 006/./4''. VINYL SLIDING GLASS DOOR NOA(NI) 110/05/15 =*i No.58705 '% 2)90 &135•CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. J —4019 _ - _- _ : * 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND d EXAMPLE CONFIGURATIONSa J ROSOWSKI _: REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Is t T ��' DETAIL LETTER coPYRlou`0 TSP r INDSERVEDUSTRIES. 4 NO CHANGES THIS SHEET. Il:04/05/17 0.;::...A., �� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. - 1070 TECHNOLOGY DR { ■■ ',''//1/11110% TONAL EN,•% N.VENICE,FL 34275 a�- `r't r 1 n 1 1 1 I"�' 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' (--SHEET NUMBER (941)-460-1600Q MD 54700 1 A A.LYNN MILLER,P.E. ERr.of AurH.F29290tue SGD-5470 NTS 2 OF 21 d . p E.r 68705 (DETAIL Al DETAIL Bi METAL TYP.,SEE ANCHOR ' TNRU 1x WOOD ASTRAGAI DETAIL Cl DETAIL 01 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING TXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER - METAL SUBSTRATE ANCHOR REQUIREMENT -6 -- FRAME WIDTH ----- •-+j -.- 114"MAX, REQUIRED IF DOOR TYR ANCHOR TYPE, • -` I HEIGHT IS OVER S8' W 1 EMBEDMENT AND - 12 MA%2r O.C. 22~� n EDGE EDGE DISTANCE PER • DISTANCE ��-tea.. SUBSTRATE,SEE et '� !_'_ TABLE A,SHEET 1& — L1j? UN DAYLIGHT Tm " 4"-0 I �,,.��L•1 EMBEDMENT -� i� r•`. al O . It ''']E-i pr" ��I` a■[�/, -'r ,n. in, / • �- - ? `�� p)TFFtU KEEPER @ MAX Q EDGE EDGE �• _ DISTANCE,/ / I 26.-0 I I ExOEwDR 3.8 o.C,SEE SHEET to ill DISTANCE .••••• SEE NOTE B, I I © © fl Q. 2E SEE NOTE 8, 1/4"MAX. --�•1 �L •` ' 1X OR 2X WOOD THIS SHEET I Ties�+Er V i�,,.,,,,, -- _ THIS SHEET .--.+ 0 / BUCKSTRIP,SEE �___J © EMBEDMENT SEE NOTE 8,THIS SHEET DNS X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR / / NOTE 3,SHEET 1 L.. _ as PER STILE,LOCATED AT CENTERLINE AND 8", TYP.ANCHOR TYPE, PLATE AT !! / U EMBEDMENT AND EVERY 1 111;�/ HORIZONTAL SECTION(XXX SHOWN) 9"8 12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ' ANCHOR \ DETAIL 82 SUBSTRATE,SEE LOCATION DETAIL C2 !DETAIL D2 - TABLE A,SHEET 1& DETAIL A2 INTER!OCK INTO MASONRY — ASTRAGAL NOTE 3,BELOW INTO 2X WOOD _ '-�� __FACNG INT. 2X WOOD BUCKSTRIP ORREQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 0 DAYLIGHT "® HEIGHT IS OVER 98' I NOTE 3,SHEET 1 wig - _ - OPENING 1/4" -- t EDGE INTERIOR PRODUCT REVISED IIII0 as complying with the Florida • WIDTH aa.-:��. OO DISTANCE NOA-NCod 17A420.07 Building l _ is • • SEE NOTE 8,THIS SNEET _ �' Expiration Datr. 4/21/2021 TYP.ANCHOR TYPE, I ��ia''".. —� _ 2e n 2A•-,28 TYP.ANCHOR TYPE, 1 , AND - EMBEDMENT AND i rr-- � � - 1 �, EDGE BSTRACE PER +'- 1I © ® O 'I j EDGE DISTANCE r-i: Mi - - - htiamt-Da roduet Cont j SUBSTRATE,SEE ( �� 7L�T��`tTlr•' � EMBEDMENT `—J TABLE A,SHEET 1& IW4 - I I %, O Ct, Sh Ir PER SUBSTRATE, I i' IX I�r l- �� I SEE TABLE A,SHEET -Ill�-I -� -�u EDGE 11.-14( _.. — 1�1 • 1&NOTE 3,BELOW •E .r•L-,. /�.ry�(4)THRU KEEPER @ MAX 7,=.,z�=, „v w I—.LaS DISTANCE Ll3b'O.C.,SEE SHEET 10 L J PANEL WIDTH • CONCRETE/CMU PER ASTRAGAL MAY BE --.-1-.-- .{G.- 1/4"MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR `�11t II,Ii NOTES ANCHORS,SEE EXTERIOR DIRECTION. ��\`�,ONY LYN/ 'i, • 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 8,THE SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. , .. ,.,c.,,,,,6. ....„-,,< 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LocKsnEs, .� = No.58703 .p 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOR LOCASTRAGALS,FIXED CI O 4r. Ll VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = tt ' ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND ( f _ - 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS r__ it A INSTALLATION,HORIZONTAL X-SECT.1& J ROSOWSKI - 1 g.. 0:: ' FRAME ANCHOR LOCATIONS. --gyp {E 14 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR cavrwanrowi POT mous-Ries. NO CHANGES THIS SHEET. II 04/05/17 �:Cis•••'"tORIOP.••'G�-.� 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS /"1 _ ROHM REBEiNm - ---- S REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY D LJ 1070 TECHNOLOGY DR & H� ��",,,0NAL'''111111,'‘‘ THE THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. -- N.VENICE,FL 34275 -. STANDARD HO (941),4801600 q A.LYNN MILLER,P.L 7)SEE SHEET 20 FOR SCREEN DETAILS. SGD5470 1 NTS 1 3 OF 21 la 41 MD-5470.0 A f A NN ILLER -__-.____-___ CERT.t1F M/IH.12327A • DETAIL El TYP.ANCHOR TYPE,EMBEDMENT DETAIL E21 DETAIL El DETAIL E41 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC Tx BUcKSTRW SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT -__FRAMING OR STEEL STUD.MAY --FRAMING,SEE ANCHOR AND EDGE DISTANCE PER _CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR 1 DISTANCE I f EDGE 1&NOTE 3,THIS SHEET EDGE \\ TABLE A,SHEET 1 REQUIREMENT I J + EDGE DISTANCE r DISTANCE DISTANCE EMBE - • r MENTD '..moi' —rf . EMBEDMENT • • lEMBEDMENT r ! EMBEDMENT !,t_5^ ]=. .rte __._-.. ' —_ =i. - =..,:z,-- _-r-- �'-_ �..r= .—.... _ � ` 1■r 4 ak� � J 1/4"MAX. ,1' II e ll 1/4"MAX. • • 1/4"MAX. I 1l4"MAX. Q • ( 1/4"MAX. t 11. I:I 0 il 1 ,J 1X OR 2X WOOD I ... O' L• a CJI �a II. / r IBUCKSTRIP.SEE / / 1�I'1 S0 ANCHOR NOTE 3, a TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND SHEET 1 O EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE / / O TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / iT e 1 ! NOTES FOR 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. ._" E.�••/ I I L LOCKSSASTGALS, I 4 Alt\_ 2)REFER TO ANCHOR NOTES,SHEET 1. (k_.----, FIXED ET LES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, DLO WIDTH=NOM.PANEL WIDTH-8-9/16" J ! AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT.DOOR HEIGHT-11-1/16" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT FRAME SEE - HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE e. SILL RISER EXACT DIMENSIONS. as con1 Tying with tho Florida THIS SHEET VARIES WITH Building Codi li REQUIRED NOA-No. 17.0420.07 EXTERIORPOSITIVE Expiration Data 04/21/2021 DESIGN _--- PRESSURE, 390'i F� BY SEE SHEETS .390- -1 ti- Mlaml=Da Product Control EXTERIOR L P` I i ©yr© !f L,'.�I 7&8. 3� .390 rte- I v-' J- I ti TIT }-.y I+ 2.947 I I 2.370 114'MAX. �.-1. r© 11: _ 042 SHOWN 1.793 I 4.041 GROUT AS INTI �% • ALEC APPLY .823 + 2.887 L 3.464 E 81.917 LL NEEDED,SEE � �Iagri• 1--- I l ANCHOR NOTE . I r I _I .080 i .060- -1 .060 5,SHEET 1 If.,-'-If. © 12 r.'`.-r1 � ,I 2-1/2"=TOTAL .060 1.u u r.l lior MI i"_ •, 1/4"MAX. O^ !\J SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ��1' rrr IRM-1': ^- Eli: r7. (2A m TOTAL .\-1-3-1(3-1/2"TOTAL (4-1/16"TOTAL (4-5/8"TOTAL ��. !1! ,� .�m.a.oa■ - SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) `QS•.•' F '•.•C0 EMBED- .. EMBEDMENT EDGE ° ---- _* No.68705 A MENT . , • sISTANCE� G �� i! VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _ • ,...._ — IfielL -- Q 1 r• TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, 1 INSTALLATION,VERTICAL X-SECT. '1&• J ROSOWSKI ` I i 1.. EDGE _EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND I . -- '.. `, ST 0 �' DISTANCE EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE • caPrRwnrozo,T PoralotprwEs,nac. NO CHANGES THIS SHEET. k� 04/05/17 "..,,,,‘S'S+ C9`� CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, X070ALL MOMS TECHNOLOGY DR - -. Ii,,OVAL Ies-0' PER ANCHOR (DETAIL Fil SEE TABLE A, DETAIL F2I SEE TABLE A, REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MRY ASONINTO WOOD (941)-480-1800 ` r A.LYNN MILLER.P.E. THIS SHEET -- THIS SHEET j SGD-5470 i NTS Iii 4 OF 21 lig MD-5470.0 II AP.E4 woo • TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all appraed configurations on Sheet 2) • Use this table for. Door Unit Height PRESSURE, TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80° 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockable Reinforcement#25 or#26 68-15/16"DLO Height 72-15116"DLO Height 8415/18"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinbroement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B f C ( 0 A j B I C 1 0 A I B 1 C I 0 //CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.1/-127.1 per +120/-120 psf +102.9/-102.8 psI #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1/8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 -- -CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLD Jamb 5 5 6 5 5 5 8 5 5 5 6 5 _ MIDSPAN OF PANEL). Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 -.. TOTAL 4 OF ANCHORS THROUGH THE JAMB. Design Pressure +108.3/-106.3 psI +100.2 1.100.2 psf +88.3/-85.3 psf `THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-1/8" - PERPENDICULAR TO THE GLASS. 30" DLO Head/SIII C5+1 03+1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 WidthJamb 5 5 6 5 5 5 6 5 5 5 6 5 P-hook 7 7 7 7 7 T 7 8 8 6 8 Design Pressure +82.79/-92.9 pet +87.3/-87.3 psf +73.8/-73.8 pet 3�/" Head/S16 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 03+1 os 38"o. Jamb 5 6 6 5 5 5 6 5 5 5 6 5 1 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pterins +78.4/-78.4 pet +78.4/-78.4 psf +85.8/65.8 psi 137-1/8"DLOHead/SMC5+2 C3+1 03+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 TABLE B1: '�-_ 42' DLO Jamb 5 5 5 5 5 5 6 5 5 5 6 5 Width Wabrd invited FIG 1: `- I P-hock 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH _�-1 Design Pressure +60/-60 psf +60/-80 psf +80/60µs1 SIII Nom.Sill Max.(+)DP 43-1/8" Head/Sal C3+2 C3+1riC3+1 C3+2 C3+1 C3+1 C3+1 C5+2 03+1 C3+1 C3+1 Riser Height Allowed DOOR ASSEMBLIES Wk1th Jamb 5 5 5 5 5 5 5 _ 5 5 6 5 O INSTALLED WHERE THEPRODUCT REVISED 48" DLONone 1-11/18" See Note 2 OVERHANG(OH LENGTH IS y gP-hook 7 I 7 7 7 7 7 7 8 8 8 8 42 2-1/2" +38.7 psf 5-w ) as complying the Florida I EQUAL TO OR GREATER THAN Bon No. 17-0420.07 43 3.1/2 +80.0 paf p THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 ' 44 4-1/18" +80.0 pef EXEMPTED FROM WATER Expiration Date 04/21/2021 — INFILTRATION RESISTANCE. 45 4-5/8" +100.0 pal ay -, Miami-D- Product Control 1 1 DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" 0,011111/4,,,, `,i fY IIYi i/y r' PANEL HEIGHT=DOOR HEIGHT-2-1/2" �,•`� t,....,N //,. i, .ss "0. OcENS•F•.Q� TABLE NOTES: *: No.58708 ' aleN VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/151)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 _+ 8 DP&ANCHOR QUANTITY TABLE 1a J ROSOWSKI = . �q •AND TABLE B1 DETERMINES THE WATER LIMITED( )DP. q1 t2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL - a =�T`., 'i rE A ,.,1,,••+,: RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. cornusNTexo+T POT INDusmIES.INC. I NO CHANGES THIS SHEET. i$ 04/05/17 %��'•.F[ORIOP••.•.'.#' 3)SEE SILL RISER TYPES ON SHEET 4. _ ALL M NNTS RESERVED - ,i,,r5-/ANAL•NG � 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR & 11 i A i i i i 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 � p-- — j 8)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1800 , SGD-5470 1 NTS ill 7 OF 21 6£ MD-5470.0 i i A A.LYNN MILLER,RE CERT.OF AL/TH.128186 P.EN 58706 JOB COPY Vic- - aefa. 6 TABLE 5: TABLE 6: _ _, TABLE 7:.,.__ - . Index to AS Design Pressure and Anchor Quantity Tables Gins Types Giese Tyme t-4 Design Pressure(lime)for XO or OX Windows 1•q Design Pressure(IbsMt2)for XO or OX Windows ReIM.Leel Window Buck Height Reinf.Level Window Buck Height trim. Max. Glee point Design Pneeem maw 004,487 RI 30' _ 36' 48' 54' R2 30" 36' 48' 54' Width Hight Type La* 25-1/2" +85.0 -100.0 +85.9 -100.0 +85.0 -100.0 +65.01.100.0 25-1/2- +65.0 •130.0 +65.0 •130.0 +85.0 -130.0 .85.0 -130.0 . Table a Pegs a Te5118 Peps s 54' 1 8 6 17 g 28' +85.0 •100.0 +85.9 -100.0 +85.0,100.0 +65.0 -100.0 5 28' +35.0 •130.0 +65.0 -130.0 +65.0 •130.0 *63.0 -130.0 75- 54' 1 2 7 8 - 14 9 36' .65.0 -100.0 +65.0 -100.0 +85.0_-94.2 `+85.0 61.6 38' +65.0 -130.0 +85.0 •130.0 +65.0 •118.5 +86.0 -109.5 110 83' 3 10 7 15 10 42' +65.0•-100.0 *65.0 -100.0 +86.0 -63.9 +85.0 -72.4 42' +65.0 -13.0 +650 -130.0 +65.0 81.7 +85.0 62.4 or 84' 1 6 8 13 948' +65.0 -100.0 *65.0 -100.0 +85.0 -76,5 .85.0 45.8 48' +65.0 -130.0 .65.0 -129.4 +85.0 45.9 +65.0 -72.6 OX 84' 2 7 8 14 9 75- 63, 2.4 3 10 7 15 10 6g' +65.0 •100.0 +65.0 •100-0 +65-0 x48.8 *88.5 -58.5 60' +850 -130.0 +85.0_-114.8 +85.0 43.5 +85.0 41.8 lT2- 4 -11 I 18 10 75' +85.0 -100.0 +65.0 -94.8 +80.3 40.3 .50.0 .50.0 75' +85.0 -109.5 +65.0 -84.9 +65.0 -72.9 +66.0' 45.5' 13l 6Y 1 3 6 - 7 - 17 11 SEE TABLE 13 FOR ANCHORAGE '+65/-70 FOR GLASS TYPES 2-4 SEE TABLE 14 FOR ANCHORAGE ' 1g1X 140' 83' 2.4 4 9 7 16 12 4 12 6 19 U _-y_C�1_ l• ■ ms e . ' � HEADER III HEADER • -yl •�� R !: -�-- 4'MAX.MAx.O.C. r 11 j '1 ' _.J j n' 1 -, ...... SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH FOR WINDOWS WITH _ �1i LEVEL R1 REINFORCEMENT C� i Y 2t LEVEL R2 REINFORCEMENT '� Nilr_ /// 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN • SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL - HEIGHT CLUSTER DETAIL FRAME TYPES 8 1 ' FRAME TYPES 8 Q r1 * CONFIGURATIONS) :. -(2., CONFIGURATIONS) 11 V 111 1 4'MAX.D.C. fass \ telrXtcadt . 1. 1 SILL SILLS 4-ANCHOR -.,wst�T�riT.i: 111141IIIR,CLUSTER DETAIL. SASH MOTH SASH WIDTH -- -4• :1, t 7y Mali* MEETING RAIL MEETING RAIL a'MAX.O.0 r-- gl .'i/ �; ice / /24) .r ;�,1)11 Ilk �. 25) l 1 dah� t �// I //// 3-ANCHOR - . 4111 mii- IAMB { Building REVISED s f as complying with the Florida \ CLUSTER DETAIL - - ins \L14un l/,// NON No Code 17-0411.09 `'QtAY LYNN 5 rti meal Cole: expiration Dat.O9/24/2020 NOTES: - �` � aY• Rerislan: 1)USE THESE TABLES OR ALL WINDOWS ', 't'•'�ICEN-p...,G. ,,� JR 09/27/17 so�w.r+Ges r�.s 5oeS1. By INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. - O..' F '•.`t B-MAX.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK :�� Irop."11p Rerhed Dote: Rerk4cn. Mlamt-• rodoet Control 4'MIN,O.C. I I HEIGHT • (SEE SHEETS 3.4).SASH SIZE IS AS PER THE *:' /}NO.58705 - • �� 3)OR SIZES NOT SHOWN,ROUND ) TO THE NEM ''D : C-(•� - ll.own BY- sae_anaaa_ to De Non: AVAILABLE WIDTH OR HEIGHT DIMENSION SHO N �� 3 3l f -, Q✓; DESIGN PRESSURE TABLES J ROSOWSKI ON THE TABLE. !0.tY•' STA O �� as �/7 2-ANCHOR 4)'1/412-1/4'AND'1/3-1/31f3'INDICATE THAT i�s'•- ORIDA-•'••��: �� 6DRIVE Tom- / THOSE STANDARD SASH CONFIGURATIONS FALL Dote: / CLUSTER DETAIL WITHIN THE SASH WIDTH RANGE N THE ADJACENT �4...,'1111111;010N ONAL ENG`, (941}480.1800 HORIZONTAL ROLLER-NI 05/15/15 ._� COLUMN.'CUSTOM'INDICATES THAT NC 1111111 n 11 L 0:4"cNS917e20ITP0T IMINITsa.LAC. ESense a Short M. Pore, STANDARD SASH CONFIGURATIONS FALL WITHIN ALL ROOftte IRESS O A.LYNNMILLER,P. . CERTIDFAUTH.t►4a298 HR-5410 NTS 6 OF 15 MD-HR5410-01 B . THE RANGE P.E.958705 _ INSTALLATION DETAILS FOR RN AND J-CHANNEL__F_R_A_MES INSTALLATION OPTION 8 -- _ -- ---- -- ---- INSTALLATION _ ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 22)ORQ WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2XFIN/FLANGE REMOVED) 'XO'OR'OX"SASH l) ri' r• EMBEDMENT + WOOD FRAME OR BUCK- 29 STRIP.SEE NOTE 2, - _ __ EDGE -.— i - 114'MAX SHIM ® Q ^ Q Q Q SHEET 2. ;��-\ Jam" DISTANCE l/, I ©r� ©OPERABLE Q �� J\1 /I r t= DISTANCE 28 ..-CHANNEL �` ? M10 SMS(CSSEE / "-I�— S7 ®�/1�,,,._' ^_' SASH i—. 1 FRAME SHOWN - 111 I ) r ::Nal-' f - TABLE 2.SHEET 2. /I + . I TL.11�iJ1] I� Q II'' _ ... 'ma I r TVPANCHOR TYPE, I EMBEDMENT AND O 611111Illar IT4P.AX SHIM TYPE, FIN ANDIOR FDffD / ��Zr -+• 1. ��I--I' \ EDGE DISTANCE PER 1/4'MAX SHIM OUTE n VISIBLE -SUBSTRATE,SEE `� - L�_' 1 LIGHT WIDTH ITABLE 2,SHEET 2. � r-I EMBEDMENT AND EDGE FLANGE MAY BE I ( ...Iii i 'I SCREW SHOWN) 0 DISTANCE PER SUBSTRATE, REMOVED IN-FlELD war 1�_ I ( 1, 110.1!• Ni,- 1I, SEE TABLE 3,SHEET T2 '. o J'- Q Q FRAME 'F`.1 r.:0,1 I '7 Q l I 11. 1�=-r ---"1 Q +` SFiOMN © DADS APPROVED MULLION, O VISIBLE 1 _ �qpR FBC COMPLIANT LIGHT WIDTH i'�- n ALUMINUM/STEEL FRAMING © 24 (265)OR 26- Q 0 0 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT 'XO"OR"OX"FIXED MEETING RAIL HEIGHT UTE SEE SUBSTRATE PROPERTIES. - BUCK yN� INSTALLATION TABLES 2 8 3,SHEET 2. HORIZONTAL SECTION C-C(OX) 0'- OPTION 8 - / L(�- ANCHORED THROUGH (SEE SHEETS 7�B) ©Q 0 0 • Q _ Q TYPICAL FOR FIN INTO METAL ALL 7(OXe (FLANGE MAY BE REMOVED) / OPERABLE SASH BUCK EXTERIOR J _ - OPERABLE HEIGHT - __ SABFI 0 ,1 SASH �- r -it C . 810 OR#12 STEEL !' 1 __.ems if- W C \lE2SHEEl2 SMS(GS),SEE 21 R 22 23 VISIBLE OPERABLE I r, _a--••= gill n��1+ I _'_�- � `0•,t, . S O "EIGHT SABH ""..1111.11111..":7 _ • ^; 1{{�� il}i�.�.. ',c_�• 4 a TYPICAL FOR ' �1 ,�1I FD D . W - '' r—' j I _.� I �■ ALL SASH Q i� Wmew1MD F� ,�•�. LITE e- "'--�. I- -�I Ll HTWIVISIBLOTH 1- II 0 it ji:i. ill mill �I Lklwlf YMDTH h� .. f � iJ wpm 0 es Elie: I c. NOWEEP TCHES 29 m OPT. GI ,lift SFIOWN r,� `�\�� I`��1 .1_•• `,) _ ��r _ ' S © _� VISIBLE I_ 0EXTERIOR 1.1/4'X 1/4' `�Liu I , I 00.0 �'1 LIGHT WIDTH fff�- O. ,}CRAM EL • © (SEE SHEETS 64)TYPICAL FOR ALL © Q v O FRAME ©\� I 0 'XOX'FIXED MEETING RAIL s-IOV/N 1 BUCK WIDTH PRODUCT REVISED 0 E1µ'MAX HORIZONTAL SECTION F-F(XOX) DI in with the Florida as cam y o-�- c)f10f-V7 SHB (1)ATMID•SPAN OF INTERLOCK INSTALLATION AS PER SECTION 13-D ABOVE Building Cod. FIN FRAME -I 0 (1)3-1/2'FROM EACH SASH 1\III II IIIA// NOA--No. 17-0411.09 SHOWN -- T CORNER AND(1)AT CENTER OF `% L`rNH '•/// Review/By Dote: Revision: Expiration Date 09/24/2020 SASH STILESR2AILS Y TYP.ANCHOR TYPEEDMENT . fil ] �� `�•••••• //, NO CHANGES THIS SHEET. _ T \ •.•. JR 03/27/17 By �� EDGE DISTANCE PER E DISTANCE - p„,, RHia.d t�' Date: RarlNon: Mlaml-6.d'/roduct Control SUBSTRATE,SEE SEE * No,68706TAB:E 3,SHEET 2. -rI EMBEDMENT 1+- - * porn By.- 3® Dom: VISIBLE LIGHT FORMULAS ) J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (QUAL-LITE,XO 8 OX) 1.- '• 1070 TECHNOLOGY DRIVE — ANCHORED THROUGH INTEGRAL FIN SECTION D-D - :,F •''•.. I•••' \!�.,` N.yENICE,FL 34275 Dee` 05 INTO 2X WOOD FRAME OR BUCK- -- wIOTMeBucK WIDTH /%rSbO e‘..‘—‘, goo goo)480-1600 HORIZONTAL ROLLER-NI 05/15/15 STRIP.SEE NOTE 2.SHEET 2. HEIGHT:BUCK HEIGHT-7-114" - i17j 1 NAL 11111\ oOPYRONTi0201/P PTEA Tam' SMP/Mod.: Seale: Shoot Drawing No. Rev. A.LYNN MILLER P.E. CERT.OF AUTH.#2111296 HR-5410 NTS 4 OF 15 M D-H R5410-01 B rr P.EJ169708 TABLE I:ALLOWABLE GLASS TYPES -__ TABLE 4'INDEX OF INSTALLATION METHODS PER FRAME TYPE Glees DetAption(Listed from Exterior to interior) Frame Glace ..-.-__.____..___ _ typo types Optlons installation Substrate Opson Detail Shalt 1 3/4'1.G.:1/8'A Exterior Cep+1!r Alr Space s 1/E'A Exterior CapI GLASS TYPES 1 d 3 MAY Co dtSO,• PNOT BE USED IN THE ¢e•REB) (•e•Table 1) 2 3/4'I.G.:118•T Exterior Cap+1/2'Air Space+1/8'T Exterior Cap • HVHZ ABOVE 30'. Through the ....Into 2XWood Frama/Buckstnp-street 4,radian 5 3 314'1.G.:3/16'A Exterior Cep+3/8"AW Space+3/16'A Exterior Cap J-Channel nth•"-- • ...Ito Metal-sheet 4,option 8 4 3/4"LG.:3/16'T Exterior Cap+3/8"Air Space+3/16'T Exterior Cap t#1) f 4 Through the tonne ...into 2XWood FremerSuckstnp-shed 4,option 6 SEE SHEET 6.TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. Materiel Mln.Fr Men.F. d IN window ....into Metal-sheet 4.option 7 Steel Screw , 72 kat 120 ksi -.into 2X Wood Frame/Buckstnp-5 50E 3,option 1 18-8 Screw 80 ksi 95 kit Flange 1-4 Through the frame ....into Concrete/GNU-sheet 3,option 2 410 Smarr 90 Mil 110 KM (e2) due window.,.... ....through IXBucksirq into Concrda/CMU-meet 3.option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Elao Agra-Galore 57 ksi 98 kW ...into Metal•sheet 3,option 4 Elco UtreCone 155 kat 177 kat Througn the _Into 2X Wood Frem e/Ouckstnp-sheet 4,option 5 Min.Edge 611n. bd fin_ loco Metal-sheet 4,option 8 Group Anchor Substrate 410 SS Elco G1NfFlexel 127.4 ksi 180.7 lull integral Fin 1 4 Diets ice Embedment' 8083-75 Aluminum 18 Eel 22 ksi (#3) Through the earns -.into 2XWood Freme/Buckstdp-sheet 4,option ' P.T.Southern Pine(SG=0.55) 7/16" 1.3/8" A36 Steel 36 kat 58 Nil of the window ....into Motel-sheet 4.option 7 #10 SMSGr.33 Steel Stud 33 keel 45 katSteel.A36' 3/8' 0.050" ...seo 2X Wood Ftrne/Bucksmp-sheet 3,option 1 (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318' 0.0451"(18 Ga.) Sox/ Through the Fane ....into Concrels/CMU-shed 3,option 2 or 410 S.S.) •MIN.OF 3 EWet-Leg i-4 01 the window -_. i A Aluminum,6063-T5' 3/r 0.050' (y4) ...Mngh 1X Dockside Into ConcMe/(SAU-shed 3,option 3 P.T.Southern Pirie(SG=0.55) 7/18" 1-3/8" THREADS ESQ OND ....into Meld-sheet 3.option 1 3/18'steel UBracon Concrete(min.2.85 ksi) i' 1-3/8' SUBSTRATE. Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' P.T.Southern Pine(SG=0.55) 9016' 13/8" 'UNGRO D #12 SMS CMV VALUESE Steel,A36' 3/8' 0.050" MAYBE USED FOR FIGURE 8:FRAME TYPES B (steel.182 S.S. Steel Stud,A653 Cr.33' 3/8' 0.0451'(18 Ga.) GROUTED CMU -- or 410 S.S.) - - APPLICATIONS- -_- Aluminum,6083-T5• 3/8' 0.063' _. ill- Concrete(min.2.85 kW) 1' 13/4' l� f� 1/4'steel UltracmCZE- 'W C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: - •-I 114'steel Crete6ex _ Concrete(min.3.35 ksi) 1" 1-3/4' I 1 1/4'steel Uttracon Concrete(min.2.85 ksi) 2-12" 1-3/4" 1)USE ONLY SUBSTRATE-APPROWLIATE ANCHORS LISTED ON iAL BOX d 1/4'steel Ultracon _ P.T.Southern Pine(SG=0.55) 1' 13/8" TABLES 2 S 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE• 1_ -. DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE LEC' 1/4'steel Crated( Concrete(min.3.35 kat) 2-1/7 1-3/4" USED ON ANY SIDE OF THE WINDOW. • Ungrouted CMU.(ASTM 0-90) 2-1/7 1-1/4' D 114"steel Crete6ee P.T.Southern Pine(SG=0.55) 1' 1-3/8' 2)MASONRY ANCHORS MAY BE USE()INTO WOOD AS PER TABLE 114'steel A R-Gator (min.min.3.275 ksi) 1-12' 1-3/8' 2.THIS SHEET.ALL WOOD BUCKS LESS THAN 1-tri THICK ARE TO - 9g BE CONSIDERED 1X INSTALLATIONS.IX WOW BUCKS ARE ..- - 1/4'steel Aggro-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD _,:,-)....=rd -�5 e Grouted CMU,(ASTM C-60) 2' r BUCKS DEPICTED AS 2X ARE 1.12-THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 • .+ I TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND r'{ INTEGRAL I INSTALLATION LS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL �. � FIN ARCHITECT OF RECORD. ,.I 1111-1 a. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS - 1111111F DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIV •�' es complyingwith the Florida Min.Edge Min. 4)SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS. Building 17-0411.09 Group Anchor Substrate Distance Embedment' jiI111rr///7• ` Y LYNN it Br Expiration Oats 09/24/2020 E 2-1/2'x.131'Common Nab P.T.Southern Pine(SG=0.55) 3/8' 2-7/18' • pN,..-...N , Revised De4e. rte"d011 1�•. CEN 7 ''' JR 03/27/17 NO CHANGES THIS SHEET. 2-1/2'Ring-shank Roping Neil P.T.Southern Pine(SGa0.55) 3/8' 2-7/18' Sf {�a ro�et Control P.T.Southern Pine(SGe0.55) 1/2' 1-3/8" ` •,'P � • R""'"d by Dew Revision: Mlam #10 Truesheed SMS -. -'*.: No.58705 Aluminum,8083-T5' 3/8' 0.050' _ •: *= (steel,18-8 S.S. Steel Stud,Gr.33' 3/8' 0.0451'(18 Ga) : •-0 - '® On•cr4thn: Drown�' or 410 S.S.) F Steel,A36' 3/8" 0.050' :?..13,.:'. 3 ::14,:_::. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF , . P.T.Southern Pine(SCr0.55) 9116' 1-3/8' THREADS 'n - 1070 TECHNOLOGY DRIVE Title, Day: #12 SMS seed Stu ` N.VENICE,FL 34275 d 333'• ye• 0.063' BEYOND THE /'��SS��NAL E?G`?` 034coP1)-480-11:00 �,a� HORIZONTAL ROLLER-NI 05/15/15 (steel,18-8 S.S. METAL 0 SW POT or 410 S.S.) --- .... SUBSTRATE. //I r 111 11111 Seals Most pawing Na Rei. Steel,A36' 3/8' 0.060•' A LYNN MILLER.P.E. @ r PEs 58705 CERT.OFAUTH.02929e HR 5410 NTS 2 OF 15 MD-HR5410-01 B DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR 2-5 ANCHORS,SEE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANCE CLUSTER DETAILS SH - 12 MAX.O.C. r 1-1/P SEE SHEETS _ B,SEE j MAX' I I 8.13 _ D.SEE 2a ANCHORS,SEE 8 MAX -+►I -.-- SHEET 3 1 ��__ r SHEET 4 CLUSTER DETAILS SHEET 5-� 15.65'• _y.. - 18.94•mAX.O.C. -�—.— I - / 8"MAX --+1 F.►- \1--MAX.O.G. r-'a_B.SEE SHEETS �I�_�_._ -- A.SEE 10"MAX. I Q SEE �' 10'MAX. _. .._.__._.__ �. ++ p��1�_-_ .-_- —r- „• e✓�Gi� .__ SHEET3� I� SHEET4 i E.SFE ii - -_ ----- 1. :o T--- �—II A -(-- I C 19 7z 1 I 72' SHEE 31 I I j I I II E ANCHORS6`P CEEDY I / (LI / I MAX.O.C. B 1 / a / I . I BUCK EQUALLY I / / /EM63' AX. 1 / / SPACED TABLES 13-18 / / HEIGHT SEE / / HEIGHT ANCHORS PER" I / / / BUCKI / / I 1 I iTABLES17-19 / / / _ YEIGF:'1SHEETSJ iI) I I illi 1ser 11 I _ I _L X I .��I X O I MAX oc. 913 11 1 M MAK -- _ --.I r MAX I - _ ---------�I 1 SEE SILL SEE SILL _ I L'fi/9BtilYL• �_�_�._ ____�__�:-- / WEEPHDE _. SEE SILL ' B W EDETAII 8E, 4'O.C. 9'MAX. DETAI.S. 4'O.C. I •►- 3'MAX W EEPHOLE 4'O.C.BETWEEN ••.r- Y MAX. SHEET 3 BETWEEN -••-B SHEETS BETWEEN I D DETAILS, WEEPHOLES WEEPHOLES EPHOLES SHEET 3 •...- 75'MAX.BUCK WDTH - 75'MAX BUCK WIDTH —.- ._.-.___ 140'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION SHOWN AS OX CONFIGURATION CODES/STANDARDS USED: ANCHORED THROUGH THE NAIL!`IN .2017 FLORIDA BUILDING CODE(FSC),6TH EDITION GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FSC),5TH EDITION -- - - •ASTM 51300-09 1)THIS PRODUCT HAS BEEN DESIGNED IS Il_S IED TO COMPLY WITH THE REQUIREMENT'S OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), •ANSI/AFSPA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE REQUIRED WHEN USED IN WAND-BORNE DEBRIS REGIONS. •ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI 5100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1.12'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS c-- _. DEPICTED AS 2X ARE 1.12'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EON)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES........................I SHOULC BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS...._............_...,.„.._1 6)1/4”MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. FRAME.GLASS&ANCHOR 7)DESIGN PRESSURES: OPTIONS 2 INSTALLATION,A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. FLANGE 8 B.POSITIVE DESIGN LOADS BASED CN WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEG/BOX............._.3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN &J•CHANNEL....._..._......_..4 THE DESIGN OF THS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATF.RIN.s GLAZING DE I AILS............._...._...6 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING COOS FOR CORROSION RESISTANCE. DESIGN PRESSURES............_.....6-6 SI METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILD NG CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES 9-13 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA ELCO AGGRE-GATOR NOk ENERGI WINDOW AND DOOR PROFILES.LTD WHITE&BRONZEAJOIITER SHADES OF CAP EXTRUSION PROFILES&BOM....14 COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSI/AF&PA NOS&ALUMINUM DESIGN MANUA` ASSEMBLY 15 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUII DING OFFICIAL. PRODUCT REVISED as complying with the Florida USER INSTRUCTIONS: Building Code NOA-No. 17-0411.09 12)DETERMINE THE SITE SPECIFIC,wINDOW OPENING'S KNOWING YOUR FRAME TYPE.WINDOW CONFIOURATDION((0X.XOPRESXOX),SIZE,GURE IREMENT USING LAZING OPTION FROM(TABLEAD AND STANDARD ASCE 7. -``AA LA I i,r,I I I r, Ipevt•ae By: D•t•: UPDATTE: Expiration Date 09/24/2020 Uevisio:TO FBC A'7.ADDED REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING `%.,,sQNY.I•YNN,.j',�� JR 03/27/17 Harem AHC/K)R aT..-gt,. Y _ TABLES 6-12(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING '�,: VCENyE •.�(_ .'/"'1 -�;may. MIGmF-D de Product Control- OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 0 TO HELP FIND THE APPROPRIATE TABLE. .•' -,.A 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION �. CONDITIONS. -*: •:'�'_ __ ® -ororn By. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 0-13).VERIFY THE ANCHOR/SUBSTRATE WILL MEET _ - ��r Description: REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2OR3.AND THAT ALL MIN.REQUIREMENTS ROMTHIS GENERAL NOTES&ELEVATION J ROSOWSKI SHEET-SET ARE MET. 4 31 7. 1070 TECHNOLOGY DRIVE -- - ogle: 8)INSTALL AS PER SHEET 3 FOR FIANCE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FlWJ-CHANNEL INSTALLATION. A� N.VENICE,FL 30276 MO' USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. --� • • �ORIDP.'••. \�� 0o'1-48o-1600 HORIZONTAL ROLLER-NI 05/15/15 NOTE,DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ,AaSAA.�A_._'NG`` SAA R�TSRE�D I�5•INC �•/ Scale: Shoat Droving Na. R•, INTEGRAL FIN OR EQUAL LEG/BOX)..SEE FIGURE B ON SHEET 2. � A•E' CERT,OF AUTH.829296 HR-5410 NTS 1 OF 15 MD-HR5410-01 B PE953706 r- e__ 'D- 3e? . 6 _ ANCHORAGE ,..-4.-- ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28'11!-MAIL 0.0./..„, _ 21.5/B' ___-__. _- ._ RADIUS-TOP 52-1f8'MAX.BUCK WIDTHADER STOP MAX.� � VARIES PER REINFORCEMENT NOT RATED FOR 1Y MAX.FROM HEADER(SIM.FOR ALL LEVEL SEE SHEETS 6-7 IMPACT RESISTANCE HEADER(SIM. ` FRAME SEAM F tY MAX. WINDOW TYPE$) FOR ALL ////�� tl,SEE F+ WINDOW TYPES) �^! A SHEET 3-.t MAX.O.C. l' -�• 52-1/8"MAX.BUCK WIDTH I) —_ ,__ -- C--- 1 / \ 10"MI1X.FROM SEE SHEETS s 1.114" � r._. _T.1 tY MAX. 1� FRAME SEAM D,SEE _ 8 8 9 1j B.SEE _ 30'MAX.O.C. SHEET 3++ FIXED VISIBLE _ -�._ l SHEET 3 - _ •T 1Y MAX. 1 III. 1 I LIGHT WIDTH -�- 11 11 SHEET 4 - _ EQUALLY I B SEE _ 31r MAX.O.C.+�. I lir MA71. C.SEE -'t _ SPACED: / FIXED ' —r- B.SEE ,.. SHEET li CI i I A.SEE r II ) 1-� ....- -II j 1I` 1plp • SHEET 3� I 2,� - I VISIBLE ILT , EQUALLY I 1 I / 17-7 .O.C. I III I LIGHT 17 7/8'MAX.O.C. I SHEET 3r _ I_ / III 1Y I ANCHORS PER' I I /HEIGHT I SPACED 1 I I / __ TABLES 6 8 7I I• jEQUALLY / III 17.7/8'MAX.O.C. // ANCHORS PER} �� / II 91.78" SPACED] I1 / �I • 64 TABLES 6 117; 1 O I j / MAX. ANCHORS PER 1 Q I 0 II 84' —j ' BUCK TABLES 687'. :1 — i I I eY 0 BUCK ( X I__ -�- HEIGHT � _. - 10'MAX.00 BUCK - AS SHOWN MAX. ori -_ MAX. - •T-�--L I 10'MAX O.C. BUCK HEIGHT • I�'x 4 x I / , HEIGHT X j .� • (Al 78" 10'MAX.O.C. !� ) _. EQUALLY I 1 - nl' I U III 13.3/C MAX O.C. I _. ._._._ .. MAX III I .- T 00 /�//y I / _ SPACED 1 III I / III VISIBLE �p ' ' EQUALLY 13.314'MAX.O.C. I (�' I13.3I1'MAX.O.C. EQUALLY SPACED' ._._._ ! E / iii / Is SPACED 1I 1'I '_t_ SHEETS ( �,. / I1 `- ANCHORS PER) LIGHT ANCHORS PER . .. / 1 Al TABLES 687 II IIBASH HEIGHT II A TABLES 687 I I� _�A 889 I C ANCHORS PER ( II I TABLES 687 • ( -I _ �I\,6-1/2-MAK. ' 111`)13-1/Y MAX._ --- '�;.,61/Y kw —.—- 1 _ .---: 52-1/BMAX BUCK WIDTH ..\t EESI DETAILS. NO ANCHORS AT SILL ..... .1..L NO ANCHORS AT SILL - B�-1 D f-----I 1-1/4' -� SEE SILL WEEP- • I _.) B f--' SEE SILL WEEP- 9 _- SEE H WEEP- r- SEE SILL DETAILS. `i 52-118'MAX.BUCK WIDTHNOTCH DETAILS, �_ SASH VISIBLE `pgTCH 'L._NOTCH DETAES, SHEET 3 LIGHT WIDTH SHEET 3 SHEET 4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-TETE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-UTECONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'_HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES 1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS 8 ANCHOR OPTIONS 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION.FLANGE&EQUAL LEG/BOX 3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS INSTALLATION,INTEGRAL FIN 8.I-CHANNEL_. 4 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.W000 BUCK DESIGN GLAZING DETAILS 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES .... 6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES .. .. 68-9 -7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION _ - - 10 6)1/4"MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLYX &PARTS PROFILESST 11-120 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES I STANDARDS USED; B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TESTING AND GLASS PER ASTM E1300. .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-1/3%STRESS INCREASE HAS •ASTM E1300.09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AFBPA NOS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. es cIdwg C tat with du Flan& 10)REFERENCES.TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR HOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISI S100-12 Bmlding Cade SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS 6 ALUMINUM�IBSXSNMIA'1JJAL •RISC 360-10 _- _ a- ro.t ow No/ •0 8.O �` 7 Revision: E iratio Dale m:78f 7IA�20 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \ SAV.—•—"N' 0/�' FP.0�1 UPDATED TO FBC 2017. -JR- DV ' I4/ '� 1,ICEN$ ' ► Mtcnu'ndo Product CC USER INSTRUCTIONS: = '' F '•.�� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. % 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. - *;• 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE.DETERMINE YOUR WINDOWS DESIGN -1-1 Description: Drown By: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -17. 6 .� 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. • 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS N.VENICE,FL 34275 Dote. FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET 'moi,•••••'•f0R1DA••••••-`��` (001}480-1600 rale: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '11;37P.AAl tnNN COPYRIGHT 02017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 AAA 71111111111 PCT•oUSTRIES.,NC. Swims/Model: Scale: SAW: Ore/wing No. R•r. NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN MILLER.P.E. Au.RIGHTS RESERVED SH-5400 NTS 1 OF 12 MD-SH5400-01 B INTEGRAL FIN OR EQUAL LEG/BOX). P.E.6 56705 CERT.OF AUTH.029296 TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table# Sheet# Types Options Conlga Shapes Installation Options that may be used (see Rg 8) (see Tabs.1) (see Fig A) (see Fig C) 1 3/4"LG.:1/8"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 2 3/4"I.G.:1/8"T Exterior Cap+1/2'Air Space+118"1 Exterior Cap 4,5 6,7Equal Lite, Square/Reel., ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 3 3/4"I.G.:3/16'A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 Flange 1-4 Oriel/ProMew Arch-Top& Through the frame ....into Concrete/CMU-sheet 3,option 2 (#2) &Cottage Radius-Top of the window ..,.through lX Buckstrip Into Concrete/CMU-sheet 3,whim3 4 3/4"LG.:3/16"T Exterior Cap+3/8"Air Space+3/16"1 Exterior Cap 4,5 6,7 ....into Metal-sheet 3,option 4 "A"=ANNEALED:"T"=TEMPERED ....Into 2X Wood FremNBuckstrip-sheet 3,option 1 Box/ Equal-lite, Square/Rect., Through the frame ....into Concrete/CMU-sheet 3,wean 2 Equal-Leg 1-4 toriew Arch-Top& of the window ....through lx Buckstrip into Concrete/CMU-sheet 3,option 3 TABLE 2 ALLOWABLE ANCHORS THROUGH THE FRCottage ME (#4) &CottaRadius-Top Min.Edge Nin. Material Min.Fy Min.F„ ....into Metal-sheet 3,option 4 Group Anchor Substrate Distance Embedment' Steal Screw 92 kai 120 ksiThrough the ....Into 2X Wood Freme/Buckstrip-sheet 4,option 5 Equal-lite, Square/Rect.,integral to ....Into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/18' 1-3/8' 18-8 Screw 60 ksi 95 ksi �nnel t-4 Odel/Prouew Arch-Top& #10 SMSSteel,A36• 318' 0.050' 410 Screw 90 ksi 110 ksi (#1) 8 Cottage Radius-Top Through the coo. ....into 2X Wood Franne/Buckship-shed 4,option 6 (steel,18-8 S.S. Elco Agin-Odore 57 ksi 96 ksi _of the window ....into Metal-sheet 4,ofWoo 8 Steel Stud,4653 Gr.33' 3/8" 0.0451"(18 Ga.) or 410 S.S.) Elco UkraCon® 155 ksi 177 ksi Through the ....into 2X Wood FnxndBucksbip-sled 4,option 5 A Aluminum,8083-T6' 318' 0.050' 410 SS Elco CreteFkx® 127.4 ksi 189.7 ksi q Now*to P.T.Southern Pine(SG=0.55) 7/16' 13/8" Integral Fin Equal-Ute, S uare/Reet. W into Metal-sheet 4,option 7 6063-15 Aluminum 16 ksi 22 ksi 1-4 Oriel/Prrntew Arch-Top& 3/16'steel Ultracon Concrete(min.2.85 ksi) 1' 1-3/8" A36 Steel 36 ksi 58 ksi (#3) &Cottage Radios-Top Through the frame ..into 2X Wood Frame/Buekatrip-sheet 4,option 6 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' Gr.33 Steel Stud 33 ksi 45 ksi of the window ....into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9/16" 13/8" #12 SMS - FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18-8 S.S. Steel,A36' 3/8' 0.050' or 410 S.S.) Steel Stud,A653 Gr.33" 3/8' 0.0451'(18 Ga.) I is—. g Aluminum,6083-15" 3/8" 0.063' IMI (-- 1 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 1-3/8" / / \?lia--...; t (4�- o' 1/4"steel Cretelex P.T.Southern Pine(SG=0.55) 1" 13/8" f ��1/4'steel Aggre-GatorP.T.Southam Pine(SG=0.55) 1' 1JI8" / / iF Iw BOX AL-Concrete(min.2.85ksi) 1" 13/4" 1/4'steel Ultracon 7/ f j J�1�� LEG ri C Ungrouted CMU,(AS1M C-90) 2-1/2" 1-1/4" .- T. 1/4"steel Cretellex Concrete(min.3.35 ksi) 1" 13/4• EOUAL-LITE ORIEL COTTAGE _ 1/4"steel Liftman Concrete(min.2.85 ksi) 2-1/2" 1-3/4' FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2' 13/4' BUCK WIDTHI+ — BUCK WIDTH♦*- -BUCK WIDTHI+- 1l4"steel CroteBex --- _ Ti "=lue"�� D Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' - 1 i 1/4'steel A re-Cato Concrete(min.3.275 ksi) 1-1/2' 1-3/8" , 11^ / f' I Grouted CMU,(ASTM C-90) 2" 2' 1 _ $ T CO-\ I, ® I' "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. C1 ��I' �_ I�j T INTEGRAL r-----r • w w U I._ -1� J-CHANNFI � �— UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Y Y 1 O 2 h771 § �� TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Mln. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrata BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as com¢iyteg with the Florida Diat8 Embedment* DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM �8 Com Dwi' E 2-1/2•x.131"Common Nell P.T.Southern Pine(SG=.55) 3/8" 2-7/16" • THE TABLES ON SHEETS 6-9. 1 I 1 r 11 .Accomonra No f '0... ,l04� 2-1/2"Rang-shark Rotting Neil P.T.Southern Pine(SG=.55) 3/8" 2-7/16• .'`ttfl`(LYNNt/rr'/ Rswen: Dan•vtnI3E i P.T.Southern Pine(SG=.55) NT 1-3/8" ;`��`A�N; ,, 'yid p„,... ANCHORS RE-GROUPED. 137./1/Dear* �G, u-` #10 Tneslead SMS Aluminum,8063-T5' 3/8" 0.050' (steel,18.8 S.S. ` •.• -JR-06/06/17 Steel Stud,Gr.33' 3/8" 0.0451'(18 Ga.) -W No.S87D5 • or 410 S.S.) _ P - ®F Steel,A36` 3/8• 0.050' = p yo ; Down 9Y:P.T.Southern Pine(SG .55) 9/18• 1-3/8• ` 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,6063-T5' 3/8" 0.083" -- • OF N.VENICE,FL 34275 (steel,18-8 S.S. -i ' Steel Stud,Gr.33' 3/8" 0.050" , (941}480-1800 77tH: : or 410 S.S.) .0.",":40M131".._,6•/4*,`-*�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36` 3/8' 0.050" ''a`Si6NAI E` rxanwolm oar7 — •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ari',11/11110‘ POTM TRII RIE&RESEINC.NVED S'oaia. Sheet. Ii Na. Ren: A LYNN MILLER.P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B P E s 58705 CERT.OF AUTH.62926e _ • TABLE 4: __ ar 8.1.11 sworn 6440 60.17 D661On Pleasure(b 1.4 1.401.65 13r Orn twon+ 1YY.ti.., 6e9.65104.4, R49. VMOne 61141 241dth)10 1.l 1+.104.44445 10.0+ no 0 36 31 36 03 46 51325 251 077310614 11304 •000 -100.0 •000 -103.0 •500 -,000 •000 -100.0 4600 404.0 400.0 ' 41.0 4000 41.0 514.410 04144. 14.517.15110 4600 -10.0 450.0 70.0 •00.0 1000 450.0 .100.0 .500 -10.0 •500 110 4000 400 20 5.0044 11261-14 616 400.0 -1000 4500 -1000 4930 .1000 4000 4010 •000 .1000 *50.0 -1000 4000 47.1 6$tl66PIO46w 11377.11261 460.0 4000 •000 -1000 •000 -1000 4000 410.0 •500 -100.0 .50.0 -1000 4500 480 140.5 20.61/-20206 •00.0 -1000 .060 -100.0 •50.0 -100.0 +50.0 -100.0 .600 4500 •60.0 460 •500 4116I 5.5[-J7_,a_].11.---Ju 614.4.1.04. 70.MO-13.516 450.0' 4000 450.0 -1000 0400 -1010 .500 -100 •000 40.0 •500 40.6 •00.0 46.1 31.375 060*16 11.617-50637 4000 -1000 400.0 -15.0 4600 .100 *500 -10.0 •000 -1070 450.0 406 •00 .74.0 01+10040400 14.617.17510 •600- -1000 4600 400.0 *000 -1000' •000 -100.0 •000 -1000 4500 442 •500 -752 Boal. 11.71-14516 430.0 -1000 •500 .1500 400.0 -1000 4500 40.0 *500 -1000 •500-43.0 •500 .736 3746.7 7.665-5,911 400.0 -1000 •000 .700.0 •000 4000 .00.0 470 0600 04.0 •500 .760 •500 .710 010w1804 2451777562 •500 C100 050.0 .1100 •500 .7000 •000 4000 44.0 -10.0 •500 423 4500 -730 HEADER 51r10u0040.p. 23 517-26 516 •500 -100.0 4500 40.0 4%10 .150.0 •500 -1000 4000 4000 000.0 400 450.0- -700 N Eq -Eq1.414 20.011.23216 4500 4000 •50.0 -1000 4500 400.0 •50.0 .100.0 .000 4500' •000 .733 450.0 -70.3 81P1b10ROA 17517.70516 •50.0 .1500 0000 -1000 400 -1010 •000 -100.0 *500 -,000 410.0 466 4100 -10.4 .......k....." Cam 1180 14.517.1700 40.0 -1000 4600- -1000 400.0 -1000 •500 .100.0 4500 -1000 050.0 -705 400 41.2 51.1.4 11.117-1430 .7 •60.0 .1000 060.0 00-.50.0 -1000 •500 -1010 •000 -041 •600 -780 •500 -110 14641 31.063-35.011' •00.0 .1000 •000 -00.0 1..•100 106 •500 463 •600 -10 3 4600 44.6 0540 10.1 -644ndv.Co0aw 0517.3120 4000--1000 •000 woo 4000 .1000 *leo .,10.6 4000 NS.. 450 0 =175 •60.0 161 MEETING RAIL E11.14. 20.617.71516 4500 -7000 50.0- -000 •000 Imo *500 Imo •500 432 50.0- -710 •500 - 432 44 5.1410 Dm.. 17517-70514 •00.0 -1000 460.0 000 4000- .1000 400.0 -1000 4500 471 4500 -74.6 •500 47.0 �/�8'\j'� p....,-,,,...4,..,...„- _--- 4 Cubm SW 14517.17.610 30.0 100.0 500 ,000 •500 1000 •500 .100.0 •600 420 000 -163 .500 .7 ■. - © 26 0l 90116417187 1v77.7260'30.0 .1000 •000 -150.0 45.0 4000 4.5.0 430 050.0 40.6 •500 -11.6 '' ] __ g 0017.., 17.07.11676 soo 4000 .000 -000 :930 460 .500 05.6 .500 457 mo .7x2 4600 oa T l 33201-07.016 0400 -1000 45001 46.6 40.0 441 •500 41.2 •500 416 460.0 -712 4500 40,6 0 50 100066. 25517-33307 300 .1000' •000 - .10.0 40.0 -1030 •500 -10.0 4500 40.6 •000 -711 +500 433 ' /1 /(/�.�5�I 1I- I�� - E074.�4 0617-10316 .100 -1040 0000 40.0 493.0 -7 00 •500 -1030 •500 -16.0 •000 .121 •000 46.1 23 '✓ f 41.020 C50.8 64. 70.611-20615 •00.0 -104.0 '.00-0 -100.0' .93.0 -,000 .000 -+000 •600 -680 4600 431 .600 401 I'Mr` �J j 61OIbld►Orw 17.177-20316 450.2 4.0 4600 1000 4000 400.0 4600 -+00.0 •000 •160 •000 -177 4500 40.0 Si 111601610 14517.17114 400.0 -1000 300 •1000 •000 -109.0 •60.0 160 0540 200 •50.0 -761 •000 47.1 1 ErpiOR ' SASH Cu.n1sue 11517.14516 4000 -100.0 •60.0 , -700 •000 437 •500 .625 4000 461 •400 .72.5 •100 47.1 I // ExTI lRON ~ HEIGHT 141.71.7 11.17.11.816 .000 -1000 •000 404 •000 .667 •50.0 470 4500 415 •000 M5 4500 44.4 p :7411.1 36117 16.617-41644 NO 400.0 4000 422 4000 -712 400.0 661 •000 471 NO0 41.7 •000 462 110044050604. 31617.10504 010.0 4000 •540 461 4505 403 450.0 466 4500 16.4 410.0 442 •500 45.6 JAMB Eq a 24517-31.515 4600 -100.0 •600 -100.0 •000 100 •600 46.1 *500 46.7 4500 437 4000 46.3 2 11-T 101061 P1eM. 21517.26176-4500 1000 4000 407 4500 47.6 •000 460 N00 411 4600 43.4 450.0 471 62 Cu6n604 20.517-23.5145 4500 4000 4500 i 4113 493.0 -77.0 400 60 0 -74.6 • 0 .736 400.0 448 01.0 46 _1 - 6 0.617+604 14177.17614 •600 -046 •600 74 30 460.0 A0 •5.0 40.6 •600 47'1 4600 466 00.0 421 SILL 1 ? / 111.07+604 14611-1150- •000 4911 *600 71.0 •000 11.6 •600 406 4000 419 . C4.0 SW 11077-14 616 •500 46.1 030.0 -70.0- •350 460 •600 440 •50.0 431 •500' 414 4500 411 \ 07400.7 11.8.1.13010 •000 411 460.0 476 •50.0 .570 450.5 436 4300 416 •500 40.0 4600 400 10567 36.517.4160 0600 4000 '.500 414 •500 .71.2 450.0 46.5 •000 47.7' •500 406 000.0 43.0 cow"Goa 3857130.616 •500 -1000 .00.0 46.7 •000 .775 4500 45.0 •O.0 -741 4000 40.7 •00.0 43.1 Equal. 36E17.36.555 •00.0 4000 •100 4x0 0000 406 •60.0 2085 •500 .776 •30.0 000 4500 424 !ll-11-1[--30='117-) 75 06,.1/0. 32117.55.556 450.0 -100.0 •500 463 4100 -740 0500 .774 060.0 -702 00 . .0 40.2 4000 M5 gondol 7101..r 0.517.32516 460.0 44.61 *500 .771 •0.0 463 •600 41.3 4000 41.6 40010 462 0505 43.0 111611516 20.517.26556 .560 47.2 - •560 710 .0.0 400 460.0 460 •000 446 .00.0 435 0500 41.5 SECTION DETAIL FOR WINDOWS WITH 4710441 2050.50576 •000 -60 •600 !60 .000 461 •600 460 400 41.0- .000 -414 4000 4A 6401. 50617.411« 460.0 161 404.0 77 ' 0440 413 1009 433 •560 470 440 46.4 1000 40.1 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 64 Colon No 36.5,7-36.674 .60.0 47.1 460.9'470 •7+.5 400 0500 460 .000 441 •005 41.0 •640 401 (REINFORCEMENTS SHOWN IN FIGURES 184/0461 P44.6 .17.6+6.31516 *500 -007- .000_ 476 4900 47.0 *500 001 *500 410 4600 -00 010040 5 ABOVE APPLY TO ALL FRAME TYPES6 61.75 14447 I •• .41042 450.0` 44.7_•50.0 471 2170 -670 •50.4 43.6 ' •000 411 •500 400 4 Nos 404 CONFIGURATIONS) SEE TABLE 6.SHEET 8 FOR ANCHOR GROUP AND OUANTITY. '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-60.136 PRODUCTRLVISEO as complying with the Florida Building Code 11111 3 11 7 7 Accepts 02 No/ -D D•�b. ```Vc Y LTIV 72f7�'i E'IL2 oro 116190 f!IL '6 N r z:::*:....� VGENet 6,... .) j NO CHANGES THIS SHEET. iii..• 'T :7* No.687os -. = v' NOTES. 4 *= 8 Dralptlon: down B' 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 'I.'. ��' 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. TE ' •�� ' �(/ N.VENICE,F1.34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '''11 S1'-•'R*a' * (941)480'1800 TN*: Doter .,i1Sj/•�'a� --•'* ?`‘ COP0e01(T•2017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 777j`1+31PAL 6111 POT 612316r1168.PIC , 540.. 56666- Droving No HEIGHT DIMENSION SHOWN ON THE TABLE. ALL 0M11INSAvlD Rev' 10 A.LYNN MILLER,P.E SH-5400 NTS 6 OF 12 MD-SH5400-01 B P.El 58705 CERT-OF AUTH.129296 • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 -- - -- - ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1 X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 1+ -- #•I-- EDGE DISTANCE SEE NOTE 2,THIS SHEET. I-4 �-- EMBEDMENT ANCHORED THROUGH ---- _.--- EMBEDMENT FRAME INTO 2X WOOD �.�oa 1 r- 1/4'MAX SHIM tlg 1/4"MAX SHIM rf-- . FRAME OR BUCKSTRIP. T SASH VISIBLE SEE NOTE 2,THIS SHEET. a 411115 Id= EMBEDMENT - EDGE EDGE a 18 LIOFR VNDTH �� DISTANCE _ 1 FLANGE FRAME 1."...'""8"."1"".".".."".. �� DISTANCE �' -.-ll r 1 1Iii •••• •. l-- SHOWN ■ - — 0 � , I !I 1F,; • '^,aqi TYEVARES ''!' ' TYP.ANCHOR _ _ `d�, '�—1_1/4*MAX �� WITH SASH 1M AO�� TYPE, TYP.ANCHOR TYPE, Q Q © Ir fill•iSHIM EMBEDMENT © �' EMBEDMENT ANDWEIGHTTVP.ANCHOR TYPE. EDGE ® AND EDGE EMBEDMENT AND EDGE DISTANCEPER DISTANCE PER 1•,�I EDGESUBSTRATE, l �� ( )� DISTANCE PER SUBSTRATE, SUBSTRATE• ' -- IDISTANCE SEE TABLE 2, •' " ' r SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. '' 1 EXTERIORQ ,il' SHEET 2. -- i - • V.►�I FIXED VISIBLE O Il �1 FIXED 0 0 OPT.SASH TOP FLANGE I LIGHT WDTN EQUAL VISIBLE t( LIFT RAIL FRAME © �LEG/BOX LIGHT ' ' ' II"" -._ BUCK WIDTH ---_._. �"'1 NOTES: SHOWN FRAME HEIGHT i - FOR ALL WINDOWS' ' ++ � 1 ANCHOR 3.55• HORIZONTAL SECTION A-A SHOWN 1_._.._ Q \J SUBSTRATE-APPROPRIATE US TRATE ® FROM END AND AT SUBSTRATE-APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 2. ■II �I;� �,Fsl��"�, Q FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. i I -r� OVER 36"WIDE: EDGE DISTANCE LIMITS.ANY © L 0 �'�. .�•11T)1 ADD ADORIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2._ AIII'_iJ' QQQ 36 SCREWS ^ BE USED ON ANY SIDE OF THE Air ilir ` WINDOW. 1/4"MAX. __ . m t 1 i' 11I O FOR WINDOWS WITH BOTTOM LOCKS' 2)MASONRY ANCHORS MAY BE SHIM #10 OR#12 STEEL 1/4"MAX. BUCK Q ' T.i#=1 O 0 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2. iL '# SELF-DRILLING- SHIM HEIGHT � SCREWS®8-3/8- / SMS(G5),SEE Q © � - FROM END. SHEET 2.ALL WOOD BUCKS LESS +■�r� TABLE 2, % ■ THAN 1-1/2'THICK ARE TO BE / y d SASH CONSIDERED 1X INSTALLATIONS.i% I� SHEET 2. / WOOD BUCKS ARE OPTIONAL IF /li'� olio EXTERIOR VISIBLEICTUNIT IS INSTALLED DIRECTLY TO / ��l ... 111 ,�.�.;.e, HEIGHT1. SUBSTRATE.WOOD BUCKS r�„7r� ,_ Q DEPICTED AS 2X ARE 1.12'THICK '/ 0 USE EITHER OR GREATER.IX AND 2X BUCKS / I / ��t�T. �' _. 0 LATCH OR (WHEN USED)SHALL BE DESIGNED / �/ !fir (2)1•\ g1 0 Q '�I ;_i!, � Q BOTTOM LOCK.. TO PROPERLY TRANSFER LOADS TO FLYNN / t 7 iEQUAL / , INTERIOR (• 1 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME / LEGIBOX yS AT (((r1 /ITS LOCATION:&Sl8 DESIGN AND INSTALLATION IS THE SHOWN �I FRAME I •NOTCHES AT ©i ��l FROM SASH END. RESPONSIBILITY OF THE ENGINEER _J . 1___ SHOWN/ r 6.— EACH END. 1 IT"'J1J1JJJ11111:177::11111II111r��I[ OR ARCHITECT OF RECORD. __- -. 1-7 C EXTERIOR y �; ��__; 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ((, INSTALLATION O ' Q� (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH -c,mpiyr�,g with the F7ardc EQUAL-LEG/BOX�`1 --_.. I. "WC BEADING TO BEADING. FRAME INTO METAL fs,nld�np Code -, I� _-.. FRAME INTO METAL acccpl�an:e No / .e/� FRAMEBHOWN ��or-7f7 \,,,N oN'1 LYNN��', R.Ic.'. I- nano I)ato !7WP'1 Ir 7 �a�:. ��ceN if", r.—..pNO CHANGES THIS SHEET. M;;a;, 9r a,K,G " WEEPHOLE •• NO ANCHORS = Q; REQUIRED • IN VISIBLE LIGHT FORMULAS '•./3 W/COVER O •. .• FLANGE OR "- —.- _ >♦: �.58105 2.87'FROM '� • • A. EQUAL-LEG WIDTH /' ' * 6 dvrn By: EACH END. FRAME SILLS ISSASH:BUCK WIDTH-6-12- 4 r •- ' ' a FIXED LITE,BUCK WIDTH-4-3/8' ''A•''u � /7-;:•crz 1070 TECHNOLOGY FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • O ST TE N.VENICE,Fl.34275 HEIGHT(EQUAL-LITE) 'i�0 ••:2ORIOP,•-•'��' (941)-480-1600 Mar Doer VERTICAL SECTION B-B BUCK HEIGHT2.3-15/16• �'�,SN�;S�ONAL ENG`�� COPYRIOM.mt7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 .— -- _ '1I 111 1 1 1 I/I I1Parr 11166111#66.wC. Swig/Model: Sc ,allShoat: dowing No. Raw ALL POUTS RESERVIED A.LYNN MILLER,P E. SH-5400 NTS 3 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH-N29296 JOB Copy FLS 0. q GENERAL NOTES:SERIES 5420 IMPACT RATING DESIGN PRESSURE RATING NON-IMPACT RESISTANT VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE.SEE IMPACT RESISTANCE TABLES 4-9.SHEETS 6-8 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGHMAX.BUCK WIDTH SEE TABLES 4-9 I+-- li MAX.BUCK WIDTH SEE TABLES 4-9 _„ VELOCITY HURRICANE ZONE(1-11/HZ). ORTLONG SIDE) -�� (SHORT OR LONG SIDE) (SHOR 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE 1.25"MAX. B,SEE TABLES 4-9 6"MAX. D.SEE�f_ __--__ MAX.O.C.SEE TABLES 48 SHEET 3 _-' + SHEET4 _ PRODUCT REVISED 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS - __ �j` ' ' '�— !.-� --i P ODUC:R EwithVI E F4Yidr COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR iII A' EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY UNITS I Rmldxte Cu74 ' 'd01 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. I _ VISIBLE T - VISIBLE • ry • tame .rt�pµ,, II LIGHT WIDTH LIGHT WIDTH Uir I�y'y!�JI lU�J MAX.BUCK ,".7// 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X HEIGHT.SEE _ _ _ _ _ _ By J11 ' INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY - - I TABLES 4-9 te:nm Undo Pndutt Coat TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR GREATER. - y (LONG OR y IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER ' I VISIBLE ■ SHORT SIDE) 1 / VISIBLE ANCHORAGE GE TO FBC2017. 17-UPDATED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 111 • 1 RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A / LIGHT A.SEE I C I LIGHT C.SEE HEIGHT SHEET 3 • HEIGHT SHEET 4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING �/ I / OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING MAX.BUCK STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 1 HEIGHT,SEE - OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. l TABLES 4-9 SEE TABLES I • (LONG OR Y Ib 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4-9 MAX.O.C. SHORT SIDE) W N '..a- PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF - SEE w 3 TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BEI _ t TABLES • O a co O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE I -' -'-_---- 49 ' �amm_„o�� I >-N 4 °ioa 0 C WINDOW. B i--J 6"MAX _.a- ►- D-� 1.25"MAX. -►{'•f O A !" ' a 7)DESIGN PRESSURES: R.TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z LL a A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.FRAME — --- .- FRAME I BEPOPRESSURE,iIG MBAs oNA ALLOWABLE PER ASTMDESIGN.STRUCTURAL FLANGE FRAME(90°�ORNERS� (ANCHORED THROUGH NAIL FIN) 125'MAX = Z ,,1,, ANALYSIS AND GLASS PER ASTM E1300. U Ui i O _ T ST RESS C.DESIGNLOADS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE /moi-.---. 6"MAX_ 1 ,' Z WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE /�\ LL `'�� MAX O j O 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS / W PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MAX'O.C. MAX.O.C.SEE f / 0'C' I j - ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER SEE TABLES TABLES 4-9 l SEE O atl da 5 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA / 4-Y ` L TABLES BUILDING CODE FOR CORROSION RESISTANCE. ,/\ —1- 49 ® Z 1n en W / :I MAX.O.C. t- r 3 7 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS / SEE TABLES / VISIBLE (� W Z °u,__'> LU PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE VISIBLE I 449 AUTHORITY HAVING JURISDICTION. / LIGHT Lid1T Yj X O • HEIGHT HEIGHT F LL LU N 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO HIV(.BUCK -� CRETEFLEX NOA,ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR / MAX.BUCK HEIGHT.SEE • U Z W PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC / HEIGHT,SEE7 / • TABLES 49 5 (9 0- EXTRUSION EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD TABLES 4-9 (LONG OR -m: ,•,n f.*>,,•x CONSTRUCTION.ANSI/AF&PA NDS 6 ALUMINUM DESIGN MANUAL _ VISIBLE (LONG OR VISIBLE _- SHORT SIDE) ` LIGHT WIDTH 1 SHORT SIDE) 1 LIGHT WIDTH `\\111111 H I L I//,/ VISIBLE LIGHT FORMULAS g MAX.,I_�_ - _--_-- + 1 r _j -_ i. ��N0C N$,M��l� GENERAL NOTES 1 WIDTH:BUCK WIDTH-4-3116" _ _ ___.- _ rf- HEIGHT:BUCK HEIGHT-4-3/16" 1 ELEVATIONS 1 -+y I+- MAX.O.C.SEE TABLES 4-9 -�- t- 1.25"MAX. - �7� ' FRAME,GLASS&ANCHOR MAX.O.C. -� 8'MAX. 1.25' .} -*:•• - OPTIONS 2 CODES/STANDARDS USED: -'+- SEE TABLES 4-9 MAX. - - *_ INSTALLATION,FLANGE& •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION MAX.BUCK WIDTH SEE TABLES 4-9 _ MAX.BUCK WIDTH SEE TABLES 4-9 = �` Q' EQUAL LEG 3 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION '• - (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) - f� F: 17_ Jr INSTALLATION,INTEGRAL FIN& •ASTM E1300-09 ST '•(vim` •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION TYP_EQUAL-LEGBOX& TYP. • INTEGRAL FIN&J-CHANNEL • J-CHANNEL 4 %�(,` ••OR...-,' \. GLAZING DETAILS 5 •ALUMINUM DESIGN MANUAL,ADM-2015 FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED '. SS•'•••• ••• �G s� DESIGN PRESSURES 64 •AISI S100-12 OR ANGLED CORNERS) CORNERS �'17,��NAl.lE11‘`‘ BOM&ASSEMBLY a •AISC 360-10 _ _ (ANCHORED THROUGH NAIL FIN) -- A LYNN MILLER.P.E. PR#58705 TABLE 6: '--7 Window Design Pressure,(+l-pet) um wr ubr TABLE DIMENSIONS MAY BE refGrss 3 ORIENTED VERTICALLY OR 3/16"A Cap-Airspace-3/16"A Tyr., HORIZONTALLY AS SHOWN. Window LongSidejn) LONG Dimembrs 69.65 71 73 ± 75 78 80 85 86 89 92 96 99 SIDE 32 +/-76.9 +1-76.4 +/-74.3 +1.725 +1-70.6 +1-69.3 +/46.2 +1-65.7 +1-64.1 +1-62.6 +/-60.8 +/-59.8 h.- LONG SIDE ---I.. 34 +/-73.7 +/-73.3 +1.71.3 +/-89.7 +/$8.8 *l$5 +/$1 +/-60.3 +1-58.1 +1-56.3 +1-54.7 +/-53.8 i'ROT1tTCT flRVISED SHORT csmWYW."' �•6T.lbd� +/- +1-70.5 - 4/-69.8 _ +1-67.9 +1.64.4 +/-82.5 +/-57.2 +/-56.3 +/-54.7 +/.52.9 +/-50.9 I 0- 38 71 +1 49.7 SIDEa�iw.( 4•D 38 +1$8.6 +1-68.1 +/-67.4 +/-68.8 ./-83.5 +/-61 +1-55.8 +1-54.9 _ +/52.7 +/-50.8 +/-48.2 +/-46.4 SHORT ' ralr°I c' IE•/ D ------ SIDE 40 +1$8.4 +/-65.9 +1$5.2 +1-64.6 +/-63.2 +!$0.7 +/56.1 +/54.2 +/-52 +1-49.7 +/.48.4 +1-45.2 , 42 *1-61.6 *I-64 +/-83.3 +l-628 +1$1.7 +1-60.5 +/-55.1 +154.2 +151.7 +/49.1 +148.3 +114.5 ,•,,,,,,�,��a •� °'w 44 *1-62.9 */-62.4 +/-61.61 +/-80.9 +1-80 +/-59.4 +1-55.1 +/54.2 +/-51.8 +1-49.1 +/48.1 +/-44.5 F.---- LONG BIDE -+{ NO CHANGES THIS SHEET. ID +1$1.5 *1.80.9 +1$0.1 +1-59.1 +1-58.4 +/-57.8 +1-55.1 +154.2 *151.8 N19.3 +10/8.3 +/1q.5 _ __ - -_ - I i - C 48 +/-80.2 +/-59.6 +/-58.8 +/-58 +/-57 +/56.4 +/-55 +/54.2 +/-51.8 +/49.5 +/-46.4 +/18 4. ,t c 50 +/-59.1 +1-58.5 +/-57.6 - +1-58.8 +/-55.8 +/-55.1 +/-53.7 +/-53.4 +151.8 +149.5 +116.6 SHORT 1 11 LONG 52 +l-58.1 +/-57.5 +/56.6 +/-55.8 +/-54.8 +/-54 */-52.5 +/52.2 +1-51.5 +149.3 I / SIDE 1 !' 54 +/57.3 +/-56.6 +/55.7 +1-54.8 +/-53.7 +/-53 */-51.4 +/-51.1 */50.4 58 +158.8 +155.9 +154.9 +/-54 +1-52.8 +1-52 +/-50.4 +/-50.2 _ _ Y m 57 +/-56.3 +/55.5 +/-54.5 +/-53.8 +/-52.4 +/-51.6 +/-50 NOTES _. . -_.. t W D �aH 80 +/-55.5 +/-54.7 +/-53.6 +/-52.8 +/-51.3 +1-50.5 - - - 1)BUCK DIMENSIONS SHOWN. I I CL w 3 . -_�•1 SHORT F'� O 82 +/-55.1 +154.2 +/-53.1 +/-52.1 +1.50.7 MAX.0.C.SPACING IF ANCHORING MAX.0.C.SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN.ROUND UP TO THE SIDE I-� 0 y o D o trt +/-54.8THROUGH THE FRAME PER SHEETS 364 THROUGH THE INTEGRAL FIN PER SHEET 4 NEXT AVAILABLE SHORT OR LONG DIMENSION. 3'n +°O O g+/53.9 +/-52.7 +1-51.6 CON APPLIES TO A,B,C ORD ANCHORS APPLIES TOE ORF ANCHORS O rYj 86 +/-54.5 +/53.8 +/-524 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), J p (SFE TABLE 2) (SEE TABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O LL$ .- ,1O d 6g +153,6 +153.1 15" 3"FORE ANCHORS,4"FOR F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL Z co ^x ...47 2 89.85 +/-52.8 WINDOW WILL COMPLETELY FIT WITHIN. 1 IL ^ R'' U_V o u TABLE 7: F-Z j 0 . DMA Window Design Pressure,(+/-psf) •Lb•b••I.br 4 0z 1 ¢ 03 LL for Gra 3/16"T Cap-Airspace-3/16"T TIP.: 0 pip 0 IMndow Long Side(ini 3 F Dimensions 81.52 83 85 _ 87 89 _ 92 94 97 99 _ 103 107 110 113 118 122 126 132 138 144 S Q W Iaays 46 +80/.94 +80/-93.3 +80/-92.5 +801-91.7 +80/.91 +80/-89.9 •+80/-89.3 +80/-88.4 +80/-87.9 +801.86.8 +80/-65.9 +80/45.3 +80-84.7 +80/$3.8 +80/-83.1 +80182.5 +80/-81.7 _+80140.9 +80/-80.3 - Mi® Ir' z Ce :80/-85.9 -.80/-85.3 +80/-84.3 +80/83.3_ +80/82.7 +80/-82.1 +80/81.2 +80/80.5 +/-79.9 +/-79 +/-78.3 ± r=/1 H 48 +80/-91.8 *80/-00.9 +80/-00.1 +80/-89.3�+80/88.5 +801.87.5 +80/86.8 _ = 3 + +80/$8.8 +80/-87.9 +80/-87.1 +80/86.3 +80/-85.2 +80/-84.5 +80/-836 +801-83 +80!82 +80/-81 +80/80.3 +/-79.7 +/-78.7 +/-78.1 +1.77.4 +1-78.6 5 CI W Z 50 80/-88.5 < w O_ •1 . 52 +80/$ 0/886 7.8 +86.9 +80' +80/-85.1 +80/84.3 +80183.2 +80/42.5 +80/81.5 +80/-80.9 +/-79.8 +/-76.8 +/-78.1 +/-77.5 +1-78.5 +/-75.8 +1-75.2 o 54 +80/85.9 +80/85.2 +80/.84.2 +80/43.3 +80142.5 +80/41.3 +80180.8 */-79.6 +/-79 +/-77.9 */-76.9 +/-78.2 +/-75.5 +1-74.5 - +/-73.8 . X a a 9 56 +80/-84.4 +80/-83.6 +80/82.6 +80/41.7_+80/40.8 +/-79.7 +/-78.9 +1-77.9 +1-77.3 +/-76.1 +/-75 */-74.3 +1-73.7 +1.72.6 _ Z W 3 58 +80/83 +W/-82.2 +80/81.2 +80/-60.2 +/-79.4 +/-78.1 .1-77.4 +/-78.3 +/-75.7 +/-74.5 +/-73.4 +1-73T +/-72 _ - > 0 D" 80 +80/81.8 +80/81 +/-79.9 +/-78.9 +/-78 +/-76.7 +/-76 +/-74.9 +/-74.2 +/-73 +/-71.9 +/-71.1 ae9 'xa0 sap a -` +1- +/-73.6 +/-72.9 +/-71.6 +/-70.5 - sg 82 +80/60.8 +1-79.9 +/-78.8 +/-77.8 +/-76.8 +/-75.5 74.7111th///// , 95 84 +/-79.8 +/-78.9 _ +/-77.8 +/-76.7 +1-75.7 +/-74.3 +/-73.5 +/-72.4 +/-71.6_ +1-70.3 ,s`%I/ LYNN /�/i 1 67 +/-78.6 +1-77.7 +/-76.4 +/-75.3 +/-74.3 +/-72.8 +/-72 +/-70.7 +1-70 �\'�`t`•''t10EN6•'.49, ''�' 68 +1-78.3 +/-77.3 +/-76.1 +/-74.9 +1-73.8 +/-72.4 +/-71.5 +/-70.3 -_Q�:• E' 'ff``�� 70 +/-77.7 +/-76.7_ +1-75.4 +/-74.2 +/-73.1 +/-71.5 +1-70.6 * Na 58705 "' 72 +/-77.2 +/-78.1 +1-74.8 */-73.5 +l-72.4 +/-70.8 - .k 74 +1-76.8 +/-75.7 +/-74.3 +/-73 - +/-71.8 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING _ / p/ ( cr THROUGH THE THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 � •' V ` �;••�(L/� 76 +/•78.5 +/-75.3 +/-73.8 +1-72.5 _ �0% ra 78 */-76.3 +/-75 +1.73.5 - APPUES TO B.C OR D ANCHORS APPLIES TO F ANCHORS i -•.!PL ORIDP.-''G\' -80 +/-76.2 +/-74.9 (SEE 15.5- 21 /SEE�A IE 31 �".,S/OIINAL '1\`� 81.52 +/-76.1 A.LYNN ILL ,P.E. P.E.N 58706 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND iX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION SEE NOTE 2.THIS SHEET. OPTION 1 EMBEDMENT I-� - EMBEDMENT ANCHORED THROUGH {{��• -4- EDGE DISTANCE 1/4'MAX. 1l4'MAX. FRAME INTO 2X WOOD __J_—_-- SHIM ,Z 1 (4� SHIM ;II FRAME OR BUCKSTRIP. > _ y ---i- „,.--i--) -- SEE EDGE SEE NOTE 2,THIS SHEET. �-=� i EDGE • _I4 /_(5) i / _ _C ; C-', EMBEDMENT DISTANCEI'l I - dI[(UDTCE `--_• 1'THICK LO.- 'rr a yt tr at SHOWN _ f r ' off. u�i Lu -- — TYP.ANCHOR TYPE, 1 1 TYP.ANCHOR TYPE, 2_,, 1l4'MAX. EMBEDMENT AND EDGE S I __..J EMBEDMENT AND SHIM _ ••• `--EDGE DISTANCE PER lin ' DISTANCE PER TYP.ANCHOR TYPE, ' ` `;'I ' SUBSTRATE,SEE �� EMBEDMENT AND SUBSTRATE, 8 - i EDGE DISTANCE PER SEE TABLE 2.SHEET 2. -•.S .I - - _ ;;•;+ ' TABLE 2,SHEET 2. !..o..1 .S:1 --�� SUBSTRATE,SEE i i N /- ( !. I • \.J TABLE 2,SHEET 2. OO _lie �-7/9•THICK LG. ��\��\+��--- n FLANGE EXTERIOR _ VISIBLE LIGHT WIDTH •� FRAME EQUAL. SHOWN LEG/80X --7/6-THICK I.G. NOTES: - -- - BUCK WIDTH FRAME SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE ISI WINDOW. DADE APPROVED MULLION.PBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2- 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS - ---� VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4'MAX. BUCK LIGHT 1-12'THICK ARE TO BE CONSIDERED 1X SHIM _� '�/ HEIGHT HEIGHT INSTALLATIONS.1%WOOD BUCKS ARE OPTIONAL IF ___ �' 010 OR 012 STEEL ---.{ 1/4'MAX.SHIM UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD /�� SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-12'THICK OR TABLE 2.SHEET 2. .- / /� GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE ) •j ' FAICT REVISED I DESIGNED TO PROPERLY TRANSFER LOADS TO THE �� , as rxI ring with the F'1[eida STRUCTURE.WOOD BUCK DESIGN AND { 1 II IuildinBe C•de 0.0b...0 INSTALLATION IS THE RESPONSIBILITY OF THE Y r cl 0 B 1-..1rprenoe Oar.17,14.cb zs ENGINEER OR ARCHITECT OF RECORD. 0 - -..__ ' (r--�� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED l( j1 % I 1 Al .0. I TO AS DAYLIGHT OPENING)IS MEASURED FROM \Lm .(2r+^Product C•w+/�P/ 1'THICK I.G. �� EQUAL ' 'I —� ' BEADING TO BEADING. FLANGE i -',[ I' / �,-`,� - pE ,r- - `�� LEG/BOX ' r. NO CHANGES THIS SHEET. SHOWN FRAME _ I --- -- SHOWN TVP.ANCHOR TYPE, 11.E�� [ S- -- • 0 ►� EXTERIOR 11 w j _ EMBEDMENT AND EDGE C O EXTERIOR '//� DI ` 1 7 DISTANCE PER SUBSTRATE, I C'.1-)---' �F. _ - INSTALLATION INSTALLATION . SEE TABLE 2,SHEET 2. EQUAL- ' OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL 1111 I 1 1 I 111111, / so M I / 1/4”MAX.SHIM ` rAV LYNN _ o;� r-1:`--ter. I n_-t p,,, 1070 TECHNOLOGY DRIVE '' "\• LICENS M'C!_5,---�_ N.VENICE,FL 34275 ; Q':' ••,13',(941}480 1600 _ *; No.58705EMBEDMENT M - :a • * VISIBLE LIGHT FORMULAS COPYRIGHTC2017 PGTINWSTRIES.iNC. -__•-0 • /� �; + CERT.OF AUTH.029296 ALL RIGHTS RESERVED •' ` r WIDTH:BUCK WIDTH-4-3/16' -O STATE INSTALLATION I • • ' • HEIGHT:BUCK HEIGHT-4-3/16' •`_ VINYL FIXED WINDOW NOA(NI) 9/9/14 -,c--••••;�AORIOP,.''•\1• c--. OPTION 2 {�-- `•-I EDGE DISTANCE s G,` ANCHORED THROUGH FLANGE 8 EQUAL-LEG/BOX FRAMES f J ROSOWSKI �'�/�ONAL I�N�`\ FRAME DIRECTLY INTO VERTICAL SECTION B-B _ " CONCRETEfCMU. ---_. -- ...--- °' A.LYNN MILLER.P.E. PW-5420 NTS , 3 OF 9 x= MD-5420.0 z B P.E.O 68705 TABLE I: Glass TableWINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Delmerlption "A"=ANNEALED Type # 'T"=TEMPERED 1 7/8"I.G_:1/8"A Exterior Cap+5/8'Air Space+118"A 4 2 7/8"I.G.:1/8"T Exterior Cap+5/8'Air Space+118"T 5 n I L 3 7/8'LG.:3/18'A Exterior Cap+1/7 Air Space+3/18•A 6 ' I 4 7/8"I.G.:3/18'T Exterior Cap+1/2"Air Space+3/16"T 7 BOX OR _ ELEG 5 1•LG.:1/4'A Exterior Cap+v7 Air q Space+, 'A 8 11111..1 . 6 1"I.G.:1/4"T Exterior Cap+1/2"Air Space+1/4"T B FLANGE TABLE 2.ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge MIA. •MIN.OF 3 THREADS Distance Embedment' BEYOND THE METAL — l P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" SUBSTRATE. �] .. T� #10 SMS Steel,A36' 3!8' 0.050' (steel,18-8 S.S. 'UNGROl1TED CMU' iI__ Steel Stud,A653 Gr.33" 3/8" 0.0451•(18 Ga.) VALUES MAY BE A or 410 S.S.) Aluminum,6063-15" 3/8" 0.050" USED FOR GROUTED J-CHANNEL .` 11mL _ P.T.Southern Pine(SG=0.55) 7/16• 1-3/8" CMU APPLICATIONS. _ 3/16•steel Uttracon Concrete(min.2.85 ksi) 1" 1-3/8" lingrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" '._ j P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" c_ #12 SMS Steel,A38' 3/8" 0.050" (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) or 410 S.S.) B Aluminum,606375" 3/8" 0.063' 1/4"steel Uttracon P.T.Southern Pine(SG=0.55) 1" 1-3/8' 1/4"steel Cretenex P.T.Southern Pine(SG=0.55) 1" 1316• ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-0,SHEETS 6-8. 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1• 13/8• i-,u s/Cr aE1rlSF7) LONG LONG LONG SHORT -f a ceadYine the r Concrete(min.2.85 ksi) 1• 131-*14' I -- SIDE ---_--"•' �— SIDE { I-------- SIDE --- ..-1 •.-- SIDE C 1/4"steel Ultracon Ungrouted CMU,(ASTM C-90) 2.1/7 1-1/4" r— — —all ._i _ _ , ( .0614.O T — Ace No 1/4"steel Cretellex Concrete(min.3.35 ksi) 1" 1-3/4' �w u Dae•, .- r 1/4'steel Ultracon Concrete(min.2.85 ksi) 2-1/7 1-3/4" get 9 y Hr I'-, 1/4'steel Crotelex Concrete(min.3.35 ksi) 2-1/7 1-3/4• •'''1_I „,,, ,dc Product cr co GN 0 Ungrouted CMU,(ASTM G9o) 2-1r7 1-1/4” 1 1 ' 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 13/B• LONG LONG LONG LONG LONG oNO CHANGES THIS SHEET• SroE I•f SIDE -__' ice- LINE —i f•- SIDE -- Fes- SIDE —IoGrouted CMU,(ASTM C-90) 7 7 T IAJ 7 €Ii Tr Ti TIi � Tai iti ct,i . §t . , TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FINNm H1 • 1 1 1 t I- ____. Group Anchor Substrate . Distance Embedment 00lnlilirlrr/7 • E 2-1l7 x.131'CYommon Nail P.T.Southern Piro(SG=.56) 3/8" 2-7116' ` pY••Y•A M/ ! _ 7070 TECHNOLOGY DRIVE , •c7.•••1•yCEN�r•••.C� , 2-1/2 Ring-shank Mooing Nal P.T.Southern Pine(SG=.56) 3/8 2-7(16" MrenrMn Fr Mn F. tr,........., N.VENICE,FL 34275 It:' F� P.T.Southern Pine(SG=.56) ' 1/7 1-3/8' Steel scree 92 kw 120 ksi (941)480 1600 �•367 #10 Trtnahead SMS Aluminum,6063-15" 3/8" 0.050" 168 Screw 60 ke 95 ksi i __ * �' (steel,18-8 S.S. 410 Screw 90 ksi 110 ksi ` Steel Stud,Gr.33" 318' 0.0451'(18 Ga.) ® COPYRIGHT a 2017 PGT INDUSTRIES,INC. �` or 410 S.S.) Elco Awre43#om 57 ksi 96 km CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 7-1 F Steel,A36" 3/8" 0.050" �� •MIN.OF 3 Elco Uers on® 155 ksi 177 tel �0,l,/,'S./ONAL •• ••4/` P.T.Southern Pine(SG=.55) 9/18" 1-3/8" THREADS 410 SS Elco Geteflee 127.4 ksi 1897 ksi VINYL FIXED WINDOW NOA(NI) ,�; 9/9/14 ',, ZS'...*!`tORnD .••'G\�� X12 SMS Aluminum,8063-T5' 3/8" 0.063" BEYOND 8063-T5AMmtnun 16kB 2265, .. s„,,,,,,,,..... N �� (steel,18-8 S.S. Steel Stud,Gr.33' 3/8" 0.050' THE A36Steel 36ks, 58ks' " GLASS/ANCHORS/FRAME OPTIONS 5� J ROSOWSKI 1E��` p 410 S.S.) METAL Steel,A38" 3/8" 0.050" SUBSTRATE. Or 33 Steer Stull 33 ksi 45 ksi �' .0rr n A.LYNN MILLER,RE - PW-5420 ,Y, NTS N 2 OF 9 !2 MD-5420.0 rc B P.E.#58700