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HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Planning and Development Services Permit Number: SCANNED BY St. Lucie C©.ntg, Building Permit Application Building and Code. Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residentiaia`'' PERMIT APPLICATION FOR: Address: 2 %zv Legal Description: C4 869) Property Tax ID #: Ayc6 60 - Ovo tl Lot No.L _ Site Plan Name: /zall 5.4wr Block No. Project Name: Setbacks • Front Back: Right Side: Left Side: UZ- 70 a i .eoa wihA'Ot••� _Mechanical _ Gas Tank Electric _ Plumbing er tnis permit — cnecK an tnat apply: _ Gas Piping Shutters Sprinklers _ Generator Total Sq._Ft of Construction: Cost of Construction: $ o•v Sq.-Ft. of First Floor: windows/Doors Roof utilities: —Sewer _ Septic Building Height: Name /" / X,* ur C 61or"a" Address: City: J�j' . iYr�� State: Zip Code: 3q7qc1 Fax: ` r Phone No. �� • �I 'o E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Name: <)/'/2Ps1 GISGJi' /' 1J ,f1 Company: 4.,4ioH ,J G Ae, %14 L1'0,01V11t fA Address: � Z�y 1d1)01l111* �1417oe City: r /0, Co-"'G G State: �G Zip Code: _ 3y gy ? Fax: Phone No. 779, —g7,M — /30? E-Mail: / State or County License: If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER:' _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: %f Ile Name: `?ohm Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ NotZ,�ia;� licable Name: l Address: X A49 �• City: /C . ' i rw a /'CL Zip: 3 yg y q' ' Phone: BONDING COMPANY: Not Applicable Name: i%OlJif Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. -St. Lucie Count'� rpakes.no representation.that is granting;a permit will authorize the permit holder to build the subject -structure which is in conflict'with'anyi6pplicable. Home Owners Association.rules, bylaws.orand covepants..that:may, restrict-or,prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration: of thegranting`of this -requested permi't;.f-do;hereby'agree'tfiat'l will,'in all'r'espects, pefform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County;Amendments;_ The following building permit applications are exempt.from undergoing a.full concurrency review: room additions, ` accessory structures, swimming pools, fences, walls, _signs, screenVdbms a.nd accessory uses to another..non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may resu,lfln yourrpaying twice for improvements to your property. A Notice of Commencement must be.recorded and posted on the jobsite before the first inspectiori. If you intend to obtain financing, consult.with lender or an attorney before commencine work or recor&ng vour Notice of Commencement. J Signature of Owner/.,Agent/, Lessee Signature of Contractor/License Holder •4s :.,��C.n'.ti w `ti'-.,, ,', � ., i. ° y�, `ti c./ �_i•°•. L � Y ... :t �':• �,, •• t. „ xy:�iyAr:,aRnr'� r 1ii�.*.�,. STATE OF FLORIDA STATE'OF FLORIDA 'e• �" COUNTY OF ` COUNTY OF03 b; The for of g instru nt was acknowledged before m R The forgoing instru e t was acknowledged before r this May of 20 1 Y by n this day of 20 by i 2CIP zrn�r� X a �� c 200 -' z��w zm�r�70t (Name of person acknowledging) a N o 9 (Name of person acknowledging) g m Z m=11 N � C11 K (Signature of No ry Public- State of Flonda) (Signature of N. ary:PWblO- State'of, Florida ) .,. Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal)4` ` Commission No. -7.-• . '+'•. .. , tSY'. i a•\ . A.`t"� ... .''as '_ i1 r . ,a •Y'<r-at• .. ,a .. + REVIEWS FRONT • ZONING,, SUPERVISOR PLANS VEGETATION SE-A'TURTLE MANGROVE COUNTER REVIE �. REVIEW REVIEW -REVIEW REVIEW ,REVIEW DATE ' RECEIVED DATE COMPLETED ..,, PROPERTY RECORD CARD Site Address: 2420 TAMARIND DR Parcelll): ' 1436-601-0004-000-5 1 Sec/Town/Range: 36 :34$ :40E Account#: 12115` Map, ID: 14/35N Use Type:, SF Res 0 Zoning: q RS-4 City/Cnty: Saint Lucie County Ownership Owner: Michael Richards June Losak-Richards FORT PIERCE SHORES -UNIT i- BLK IL OT 3 (OR 36487864) Address: 2420 Tamarind Dr Fort Pierce FL34949-1508 Date .: Price, z Code Deed Book/Page 2014;TRIM: 182600 Land Value: 83700 Acres: 0.27 6/30/2014 282500 0001 WD 3648/0864 Assessed: 145732' Building Value. 98900 . I I/1L1980. - "; 70000. 00 ' CV 0342. !1092 Ag.Credit: 0 :. Finished Area: 1648 SgFt 4/1%1980 17500 Ol CV 0331 f0155 Exempt: } 50000 3/1/1974 '. 461.00 00: CV 0224/ 1786 - Taxable:. - 95732 Taxes: 2076.6.. View: RoofCover. TN -:Metal' . RodStruct: HP -Hip BxtType FIB - HB YearBlt: 1997 ' , :< „ .,. Framer . Grade:" .. B. - B . Effl rBlt: 1997 . PrimeWall: BS; = CB Stucco StoryHghf: 0010 `= 1 Story ' No.Units: 1 ..: < SecWall BedRooms., 3 $lectrici- "MX MA7CMUIVI, PrmIntWall.. DW -Drywall Fu1lBath:.; 2 '`+ HeatT ei yp :FHA FrcdHotAir ` AvgHUH. 1/213ath:: ' ` , 0 _ `' HeatFuel:. ELEC = Electric Prm.Florsc CT Tile -Ceramic %A/Ct 100 %Heated: 100 %Sprinkled: ` 0 Type Y/S Qty. Units . Qual. Cond:., YrBlt.z, No: Use Type: TYPe 'r Measure `Depth DWC - Driv-Concret Y 1 720 AV AV 1997 1 0100-SF Res 230 -Front Ft 60 178.8 FEN4 = CHAINLINK 4` Y 1: 270 AV AV 2012., THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. , 3y9y� Ir MIAM DADE COUNTY, FLORIDA =MID PRODUCT CONTROL SECTION DEPARTNUM OF PERMIT'I KG, ENVIRONMENT, AND REGULATORY 11905 S.W. 20 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590, F (786) 3l S-2S99 NOTICE OF ACCEPTANCE (NOA) ' www mlamidede "end . PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid aft the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense, of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, iholudingibe High. Velocitv Hurricane Zone. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window - LALL tirrJKUVAI.. , -tied "Alum, Single-li WVindow, Impact", sheets 1 through I 1 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. 1VIISSUM IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade. County Product Control Approved Shutters Or Protection Devises shall be -___-- - requiretLfc>G�inQ 't:siallatrons above 3Q Fa6ov . un . -- LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been Po change in the applicable building code negatively affecting the, performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 111013.14 rC 60&! itQ Expiration Date: March 26, 2016 l0 Z� N Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 2) Large Missile impact Test per FBC, TAS 201 94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked. -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F71,4958 and FTL-5063, dated 10/03and 11121/06, both signed and sealed by Edmundo Largaespada, P. E. -- --- SuhmWe&andw]previous=N&A--N*.=V_ 3. Test reports on:l) Large 1Viissile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FnA645, dated 08111105, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-032206) 4. Test reports on:l) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL 4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted ander previous NOA No. O�I018.O1) t Janne D. Gasco , P. E. Product Control Section Supervisor NOA No. 11 101&14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 - 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per F13C 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4947 and FTI,4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F L-4948 and FIr"646, dated 08110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 I018.01) C. CALCULATIONS ! 1. Anchor verification calculations and struciural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. omplies wit6ASTM E130"4 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE I. Miami Dade Department of Permitting, Envnnnment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeiteig PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gaseo P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. ' Statement letter of conformance and compliances with the FBC-2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL--4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, YFL-4650, FTL-4948 and FT"646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted underprevious NOA No. 07-0322.06 and OS-101&01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH 700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. 'R j 9AQ- Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 ® GENERAL NOTES: IMPACT SINGLE I 1, GLAZING OPTIONS: (SEE DETAILS. ON SHEET 2) A. BlI V LAMI CONSISTING OF (2) LITES OF 110' ANNEALED GLASS WITH A J190 DUPONT BUTACITE OF B. 6MS" LAMI CONSISTING OF (1) LITE OF IlAl' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENOT MAXIMUM PVB INTERLAYER. C. OHO" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT D. 7/10" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .m DUPONT BUTACITE E. 718" LAMI CONSISTING OF (1) LITE OF 3H8' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENG MAXIMUM PVB. F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/1S' HEAT STRENGTHENED GLASS WITH AN .090 DUPONI 0.13118" LAMI IS: (1) LITE OF 118' TEMPERED GLASS,AN AIR SPACE AND 511811AMI CONSISTING OF .090 DUPONT BUTACITE OR SAFLEX/KEEPBAFE MAXIMUM PVB IHTERLAYEFL ® H.18HS" LAM) IG., (1) LITE OF 1/8" .=PERED GLASS, AN AIR SPACE AND.018".LAM) CONSISTING OF OF 1/8" HEAT STRENGTHENEDI ASS WITH A.000 DUPONT BUTACITE OR SAFUDUKEEP8AFE MA 1.13/18" LAMI 10: (1) LITE OF 116" TEMPERED GLASS, AN AIR SPACE AND WISP LAMI CONSISTING OF WITH AN J190 DUPONT SUTACITE OR SMEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J.1311V LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF 090 DUPONT BUTACRE OR BAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEFL K.131161 LAMI 10: (1) LITE OF lir TEMPERED GLASS, AN AIR SPACE AND 7167. LAMI CONSISTING'OF I OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE D L 13/18" LAMI 10: (1) LITE OF IW TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF WITH AN •b90 DUPONT BUTACITE OR BAFLEXA<EEPSAFE MAXIMUM PVB INTERLAYER. ®M,13/1E" LAMI IS: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND SITS" LAMI CONSISTING OF I 8AFLEXA(EEPSAFE MAXIMUM PV13INTERLAYER. PV13INTERLAYER. )ONT BUTACITE OR SAFLEXIKEEPSAFE UCITE OR SAFI.EXA(EEPSAFE MAXIMUM PVB INTERLAYER, SAFLEXIKEEPBAFE MAXIMUM PVB INTERLAYER. ENED GLASS WITH AN .090 DUPONT BUTACITE OR BAFLEX/KEEPSAFE ITACITE OR SAFLEX4(EEPSAFE MAXIMUM PVB INTERLAYER. LITES OF 118' ANNEALED GLASS WITH A LITE OF 118' ANNEALED GLASS AND (1) LITE IUM PV13 INTERLAYER. LITES OF IV HEAT STRENGTHENED GLASS LITES OF 3116" ANNEALED GLASS WITH A LITE OF 3/10" ANNEALED GLASS AND (1) LITE OMUM PVB. LITES OF 3116' HBAT STRENGTHENED GLASS LITER OF 1lr ANNEALED GLASS WITH AN .090 DUPONT 0UTACTTE OR 2. CONFIGURATIONS: 'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) e3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ABTME 13000. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M. , i 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODU„ . SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, B. SKITTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ,g REFERENCES: TEST REPORTS FTL4646, FT4484S, FTL-4047, FTWM, M 4649, FTL4860, ANBI/AFS.PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL S. SERIES/MODEL DESIGNATION SH700, ALSO'REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNERS TESTED TO COMPLY WITH THE REQUIREMENTS OF ® HURRICANE ZONE (HVHZ). FTIA987, FTIA968 AND FTL-8093. BUILDING CODE, INCLUDING THE HIGH VELOCITY NOA DRAWING MAP SHEET GENERAL NOTES............ I GLAZING DETAILS ............ 2 DESIGN PRESSURES....,., 3 ELEVATIONS—............ 4 VERT. SECTIONS ............. 6 HORIZ SECTIONS'. ..,».... 8 PARTS LIST » .........».., .. 0 EXTRUSIONS.............7 CORNER DETAIL ............. 7 ANCHORAGE................... 8-11 i i r w 10 Op r ( 1=11 I D =0FROUMA7e NERAL NOTES �P P: 101gTECNNOL00Y0M//0—mum,�.; Q�; ••., FLOO.- •� LR.. OMNHr ° CHMIOF9CMQLA8B1YFH7177l111PEREDFliOAfFls .�twzra low ALUM.BINGLEHUNGWINDOW IMPACT 'aFss10NP����� PAL f!/lSAM B �.Q tE4D �u — A. LYN141M1LL , P.E. av OMAN !.L �M7 Nop)M14 F1 Nv4 bb Biwr dPDOD NT8 1 • Ji 40" 0 FI. P.15A WM tf X BITE 83,64 01 c.: NGTHENED GLASS INTERLAYER NGTHENED GLASS 6116" LAMINATED GLASS U4' NOM, GLASS BITE Q 8 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 311V WITH NO CHANGE IN DESIGN PRESSURE UY NOM. GLASS BITE a EXTERIOR INTERIOR (ALL SECTIONS) Rai 3MB'ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3H8" ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED LAMINATED GLASS m 1W NOM. GLASS BITE ® PA0M PXW9BD 66,87,88 or 92 69,90 or 91 "a r nthoft" 70 70 ` -118' ANNEALED OR HEAT STRENGTHENED GLASS 3/10' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUrIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3M0' ANNEALED OR HEAT STRENGTHENED GLASS I I I 8H0°LAMINATED 711W LAMINATED�Yl1N AIRSPACE. AIRSPACE 1/8' ANNEALED OR TEMPERED GLASS ® 10 TEMPERED GLASS® `.` Q�••;bBNefi' '' ., *�i� 13H0'NOM 18/10•NOM. c 66100 13/16" LAMI IG GLASS W161116" LAMI 1 16" LAMI IG GLASS W/ 7/16" LAMI oloN ° IF. NOCHAWW71/18sNw i g1GLAZING DETAILS .�O'�maT�oImDLOorDRn2 . ,�'..oDmDw1 0 o1PLUAserlPeroT mraowNs HOKMKrLUM ALUMSINGLE HUNGWINCOW'IMPACT�FS310MffHEW B ADD l WS2 TORNEL4W&dL LAW &LAM 1QN07BNOI p.>!MJ/1 BtM"r w . m J.J. 8H7D0 FLIT! 2 + 11 404DT0 O FL P.E.#68700 111 FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILIOPTIONZ 11, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HMO HT _ 11 WIDTH GLASS TYPE 63" 44" 46" 1 70" 7,9" 71" TABLE 1. 76" 49" A.B. +60.0 1 -60.0 .0 40.0 +80.0 140.0 1 +60,0 •l0.0 +80.0 •00.0 +60.0 1 .80.01 +60.0 1 •00.0 6o" A,B,M +60.0 1 -SU 1+80.0 •80.0 +80.0 •80.0 +80.0 •4o.0 +60.0 •80.0 +80.0 40.0 +79.0 700 4x' A, , +80.0 •50.0 +80.0 E0.0 +60.0 -Ko '+60.0 •00.0 +78.8 •76,0 +77& . •773 +769 76. 631/8" A,B,M . +800 80.0:+60.0 •80.0 +70.4 '40.8 +4.2< •78.2 +76.9 -•76.9 •74.0UP TO 631 C,D, ,O,H,IJ.KL , ,, +80.0 -80.0 +80.0 •80.0 600 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FMLWWDOWS WI HIGH SIL"OPTION BASED ON FLANGED WINDOW TIP -TO -TIP RAM DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE. 36 316" 44,, 60 or or TABd T : 74" 76 4e" A, ,M +60.0 •6&D +40.0 •6o.6 +60.0 -80.0 +80.0 :•80.0 +70.0 40.0 .+70.0 70.0 +70.0 60" A,B.M +60.0 -80.0 +40.0 ' ,80.0 +00.0 -M.0 +70.0 •70. +70.0 -•70:0 +70.0 70.0 +70.0or A„ +40.0 •40.0 +80.0 -00.0 +00.0 •80.0 +76.9 -76.9 +70.d •f0.0 +66.6 86 6 +67.663116" A . +80.0 .6p.p +60.0 60.0.80.046.7 -0B.7 +66.6UP TO 6S 116" O.D, ,F. ,MJAK,it: +80.0 •60.0 +moo -0D.0 +60.0 40.0' 400.0 ,-60.b +7 .tl •70:0 +70A •70.0 +70A CUSTOM VIEW & RADIUS TOP FLANGE OR I TEORAL FIN WINDOWS Wf HIGH SILL ION TABLE BASED ON FLANGED D 1-T0•TIP DI N IONS INDOW HEIGHT MI 8A8 "Alt.W NDOW HT. ;WI 9A81{ * 76" FLANGED AND 76" NT4ARAL FINI WIDTH OLA88TYPE 171f$! 2 1111C 26311C . 33VV 366116" 441ZI-IC 663W 6518114 6f U6" D E F. K.L +80.0 •60.0 1 +80.0 1 -00.0 I +BD.O I-60.0 1 +80.0 40.0 +70.0 <40.0 +70.0 70.0 1 +".0 1 •70.0 +70.0 71 GLASS TYP881 TEST REPO B TABLE 4. A. 6116" LAMI. 1/8"A,.W,116"A F1L•4M7, 40016, 47 4957 B. 0116" LAMI. 118"A,.0001/6"HS FTI.•4647, 4618 0.6/16"LAMI- 116"H8..090,118"HIS FnAG47 6 D. 7116" LAMI • 16"A .090, 3/18"A FTLA646, 46d6 E, 7116" LAMI • 16"A„090, 3/16"HS F7L4846 F. 7/16" LAMI • (3/14"HS,.060 8/18"H8 FTL4046 11 0. 13116" IAMI 10.118" T, AIR SPACE, 6111P LAMI. 1f4P'A,.090,IWA F1L•4040,,47 913116" LAMI 10 -1/8" T, AIR SPACE 6/18" LAMI - 114"A .M, V8"H8 FTL-016 I 1. 13/14" LAMI 10 -118" T. AIR SPACE, 6/16" LAMI • 18"H8.010418"H8 FTL-4448 Ili J. 13116" LAMI 10.118" T AIR SPACE 7/18" LAMI • 10W.094 911WA . FTL4849; 406b K. 13116" LAMI 10.118" T, AIR SPACE 7/16" IAMI • 16"A..090, 311E"MS FTL 4649 4666, 4966 L 13114" LAMI 10.118" T. AtR SPACE. 7/18" LAMI. 3116"H8.090, 311E"H8 FTLAM9, 460 M. 13116" LAMI 10.118"A AIR SPACE 6116" LAMI. VIVA,090, 118"A FTL4003 h "0" MEETING RAIL H.T. MEETING RAIL sH -WIT. :Q MINUS BASH HT, MELTING RAIL " NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE Of +64.0 PBF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTIN '1" FROM THE FLANGED TIP-TO•TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO 38" MAXIMUM r IA PNDIii+ am I NTS 1 8 a 11 I ; 40I0•+80 t�ltui �y tINN M/I/�ii�i k : 1yo, 64104 A. LYN14'161LLER,F FL P.E.# 68705. 53 VW MAX. FLANGED WIDTH® 62118" MAX. I.F. WIDTH 48 8/8" MAX. FIXED , DLO (ALL) D--I F 71 76' SEEDLO DLO HEIFHT TABLE — % D-J HEI ® SEEOLD 0 B �FLANGED L FLANGED 38T118" HE[, HT HEI T SEE DLO MAX TABLE X j SASH SEE DLO x S E (Mo.) HE[ HT L TABLE /// N 4 46114" MAX, VENT OLD (ALL) DETAIL B DETAIL A VIEW STANDARD ASH 111 71 76"MAX 78' F1. SEE DLO I HEIHT E+] HEIFHT TABEE DLO A LE O j � Sj 76" TABLE OI 78' FLANGED FLANGEI j H HTD SEE DLO TABLE X j I SASH SEE DLO TABLE X j f SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP CUSTOM SASH NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO ORMAT. r.t 107/11EN001WNOE8lif188NFET ELEVAT taroiEawowaroNrvrve ,� JJL 60fNf 0 NOCNAMMMIS&WET NoxomaRtme AX 11/1&W B AODIM GMLRN .F. Y M0NCH0.NO7BAAWN01Ei vop�fan * � SUM. S .... . ".e .. _ w. NOKOMItl, Rs147'� .lelbM B. ., 61f7G0 x j VERTICAL D OPENING 1 DETAIL FIXED LOWHIGH , BILL I BILL A 34112" i 34 3/18 B 41 31B" 1 41 1l4" C 41 1/4" 1 40718" 0 62 818" 1621.1116" E 521/4" 162 51 8' SASH' DETAIL LOW SILL 1 HIG 81LLH A 34112" 34311W B 27 7/16" i 27 V8" C 27 7116" 27118" D 18 3/8' 1 15 3/4" E 16 318" 1 15 3/4" 6. 4 +11 71? KAAX. I.F. HEI HT WMAX FLANGED HEI HT SEE 7- solos op Ftaa�Olt, �,SS/ONA�,�`` A. '4W RAI � H, P.E. FL PAA solos -2.7M"—1 NOTE: MI(1)SWEEP LATCH "ATVENT CENTERLINEOR 28 27 OPTIONAL BOTTOM LOCKS. (1)S'FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED 1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING. ®BASED ON BASH WEIGHT • 9,10,11,15,16 31 i mix2.710' FIXEDLIT7, 8 OR 17 DAYLIGHT 26 OPENING QUTBIDE 26 MAX. FIXED LITE DAYLIGHT OWNING MAX. WIDTH 6 SECTION A A ourslDE ^ ^ INTEG ' FIN LF. FRAME SECTIONS® INSIDE 23 47 b0 MAX. HEIGHT 21 2. HIGH OUTSIDE L SI 2 30 LOW �L MAX.DAYLI HT VENT HSILL 48LOWBILL HEAD U OPENING — — — — — — — 68�Ti 28 53 ®LFo TS[ u mmpty tHlhtlw Phk� SEE NOTE ABOVE ULTRALIFT 12 ONLY PA'.lQX1Mii, (HIGH SILL) 64 nULTRALIFT 12 ONLY ' 6 • 11 ' IO" •Ic ; No.88To0 Ar ' O .. FLOSnQ� C'1 MONAi A. LYW $11111 Eli. P.E. FL P.E.#aM I+-2.784•-1 .062. ,.983 Y' 1130 [2-' 3D .062 O FLANGE FRAME HEAD #400A, 0063-T6 —2.784 1 748 O FLANGETRAME SILL (LOW) H4003c, 0063.70 121.110 JAW ' .082 STOP OFLANGE FRAME 6JAMB O #4A025 003-TB 17 (USED AS RADIUS TOP HEAD) -+� 1842J= r---•2.278 --�� 082 I 66 r: I';07 21 FIXED MEETING TIN6063HE RAIL 23 SASH c TOP RAIL 28 0 � 2.784—►I 89 FLANGE FRAME SILL (HIGH) 114000A, 063•T8 2.928---►I 2.e36 .0132—[ 68 SASH BOTTOM RAIL (HIGH) #4061A,083•T0 SEN T OR GASKET I AT HEAD AND 81LL I VIEW D-D (111 &VIEW HEAD & SILL, RADIUS TOP SILL) FRAME CORNER oe1•a 41 GLAZIN {� 11 a4a 31 SASH SIDE RAIL #408, 600T6 SEALANT ALONG ENTIRE JOINT —,,,—I.F.FRAMEQ VIEW E-E (RADIUS TOP HEAD ONLY) L(L�M I e76 060 I 080 ose 078 42 GLAZING BEAD. 8/16" m 8.� #40441160076 1.o0e-�+ --• T NaHD WlGRILL KIT) GLAZING BEAD 7/16" #4222, 6003•T .683 -0 00 _I. T—I+�1.097 0� '0� GLAZING BEAD, 131160 10 r7� 48 #4067JWOT6 GLAZING SEAD�7/16/16" 'M 003-To (USED W%GRILL KIT) e P.a a lexe—y*�,�..�_. r,...... ..� .......... .... , A LYI�IJMILL��t� P.E. P.K a/IA1e. 'JJ 4I "7 N � � If am N6H 7 + 11 .%OfM 0 FL P.E.9 WW A ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE:'-----28.603 1 34.603 1 40.803 46.003 62.803 ANCHOR TYPE: p p L1 C1 p O o p O O p 0 WINDOW GLASS N N '-O N �. N �_ WIDTH TYPE 8 1 $ M S TABLE 8. 58.803' 64.603 70,000 o NO S p O N H$ t) p O 0 N U 8 C,D,E,F,q _1 1 1 1 1 H,1,J,K,L 12111112111222122222222222222�222222222222232233 19.125 ABA 1 1 1 1 1 i 1 1 1 1 1 1 121111121I122212222222.2222222 222222222222232233 C,D,E,F,G, H,I,J,K,L i 12111 Z 1 2121 2221 222222222222222232222232223932238 1 1 1 1 1 24.000 A,B,M 1 1 1 i 1 i232222232223332233 _1 1 1 1 1 1 1 12111Z121212221ZZ222222222222 _1 _1 C,D,E,F,q H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 2 1 1 2 1 1 2 1 1 1 1 2 jL2 2 2 2131112 2121213 1 2 11a -21-3 *2 aL3 2 3 2 21211 33.2233343233343344 32.000 A,B,M 1 1 1 1 1. 1 1 1 1• 1 1` 1 1. 1 1 1 1 1 1 1 1 1 1 1 12122223122223122323222323222 332233343233343344 C,D,E,F,q H,4J,K,L 1 1 1 1 1 1 2 1 1 2. 1 2 -2 1 2 2 1 2 2 1 2 2 1 2 2212222312232.3222323222323292 542333943334369:344 37.000 AB,M 1 1 1 1 1 1 .2 1 1 2 1 2. 2 1 2. 2 1 2 2 1 2 2 1 2 22122223122323222923222323232 342339343334953344 PSF 79 40.000 C,O,E,F,q HAJ,K,L 2 2 2 2 2 2 2' 2 2 2 2 2 2. 2 2• 2 2 2 2 2 2 22122223222322323232324238 3453334453344 2 2 2 2 2 2 2 2 2 2 2 2 2 M23 2 34353334463344 2 2 2 2 2122223222322323232324233 PS 79 !23 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 .2 2 2 2 2 2 2 2 .2 2 2 2. 2 2 2 2 2 2 22222223222323824233334233 842334353934453445 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2- 2 2 2 2 2 Z222222322232392423.3334233 842334363334453448 PS F 79 79 48.000 C,D,E,F,q H,I,J,K,L 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2. 3 2 2 3 2 2 22222223222334233334239434 39 53334353345463456 ABA 2 2 2 2 2 2 2 2 2 ,.2 2 2 2 2 2 2 3 2 2 3 2 2 22222223222334233994239494233968334363345483468 PSF 72 79 79 I. 53.125 C,D,E,F,q HJ,J,K,L 2 2. 2 2 2 2 2 2 2 2 2 2 3 2 2 j 3 2 2 3 2 3 9 2 3 222222292223342394342934 44333 j53344483445483468 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 .2 2 j. 3 2. 2 3 2 2 3 2 9 2222222322233428843'4233434338.413163344483945483446 1. ANCHORTYPES: 1-114'ELCOTAPOONS 2.114' ELCO S84 CRETE•FLEX 3 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-18112' MAX. FROM TOP CORNERS J W136-17112' MAX. FROM TOP CORNERS IV MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED INSTALL PER THE ADJACENT TABLE ANCHOR C?JANTITIE6 USING THE DIMENSIONAL CRITERIA OF NgTE 2. .6 LE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. A NE A MAXIMUM DESIGN PRESI 0 ANCHORS SHOWN IN MAXIMUM DESIGN PRESBURE FORTH RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE. TABLE KEY: MA,X, PSF D • LINBTED f18 HEAD 2 oDuoTSs ft1ho m,epCTPEWtlW Plattds JAMB ABOVE 2. 3 "�0s� p .I MTG. RAIL lm, JAMB BELOW MTG. RAIL I mo can (FULL DP) + I +++ JAMB ABOVE 2 3 Ului N ut FR IL r 8 * JAMB BE NoE6B7 * MTC4. RAIL = I`I FJ( !l1HEAM B, ��i 7"nM� �G �`( sTRAaIEDeY81� NOFiao�wKFl�.a�is7� I b_yg„+tgn r••••••• ••""'`• ••• _ • _ --• ••_ �" A.LYFII�MIIL I�,�P.E. °i ° BMOp M8 8 a 11 ;A040 W 0 FL P.E.# 58706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE. 29.666 1 37.155 1 44.665 62.155 59.855 c o 0 0 0 0 0 0 o c" c1 0 o ci d ANCHOR TJGLA WINDOWGLASS $Nz�Z aV-Z 0 VZ.-Z N.Z�Z� NZ.- WDTH E 3$ 8 v V. S S 8 8 H TABLE 8, 67.156 74.SW 78.000 � o NZO�Z� v ci t� o n N'z�ZNp•-8 S 84 o v .G, ,L 1 111 1 1 1 11 1 2221 _1 1 22222.12222222222222 1 1 1 1 1 1 _1 1 1: 1 222222322232322232 1 1 1 _7 1 1 .1 1 19.1281 M 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 111111 2221 222221 2::22222222222 i222222322232322232 BF 79 ,G, ,L 1 1. 322232:322232322232 1 124.000 11.111122112222222222222222229 M 1 11 1 191111122112222222222222222223 322232322232322232PSF 68 77F,O, 32.000 L 7 11 2 1 1 1 1 1 1 1 1 1 1 1 111'111222222232222'9322333'3323 ',332233433243433243M 1 1 1 1 1 1 1 1 1 2 1 1 2` 1 1 1 1 1 1 1 1 1 1 1 11111922222223222293223333323 332235433243438443 PEP 87 78 37.000 1 1 2 1 1 2 1 2 2 1 2 2. 1 ..2 2 1 2 2 1 2' 2 1 2 1111222222232223332.23333334 3332334.33243448243 1 9. 2 1 1 2. ' 1 2 2 1` 2 2.. 1' 2 2 1 .2 2 1 2 2 1 2 1111222222 33222339223993334 3932334332J3.4 48 P8 54 79 62 79 40AOp C,D,E,F,G, H,I,J,K,L 2 2 2 2. 2 2 .2 2 2. 2, .2 .2 2 2 2 1 2 2 2 2 2. 2 2 2 2 11111122222223223333223343334 3333434'48343443363 A,B,M 2 2 2 2 2 2 2 .2 2 2 2. .2 2 "2 2 2 2 2 2 2 2 2 2 2 11111122222223223333223343334 333343443343443353 P8F 49 79 58 79 79 44,000 C,D,E,F,G, H.1AK,L 2 2 2. 2 2, 2 2 2 2. 2 2. :2 2J4.2 2 2k22 2 2 2 2 2 2 1 1 111 111 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 '4 4 4 44 4 3 3 4 3 4 4 9 3 6 4 ABM 22 2 2 2�2 2. 2 2 2 2 2. 2 2. 2 2 _2 2 2 2 i1111122222233223334233344 444.4 33 33443364 74 51 74 79 79 2 2 2 2 2 2 2 2 2 2 2 -3 2 2! 2 2 2 3 2 2 3 2 2 48.000 qMF 1111222222332233343333A4334 443344444364444364 2 2 2 '2 2 2 2 2, _2 2 2 3 2 2 2. 111922222239223334333344334'443344444364 444344 PSF 41 87 4A 87 78 78 63:128 C,D,E,F,G. Hdd,K,l 2 2 2 2 2 2 8 2 2. '3 1 11111122222233333344334444334 443344554354854364 2 2 2 2 2 2 9 2 2 3 2 ,3 3 2. 3 3. 2 2 3 2 3 3 2 _3 ABM 11111-122222233333344334444334'443344b4436464 3384 1, ANCHORTYPES: 1- IM ELCO TAPCONS 2 -1/4• ELCO S84 CRETE-FLEX 3.912 SCREWS &CHOR LOCATIONS ARE BASED ON THE FOLLCWNG DIMENSIONS: HEAD -10 V2' MAX. FROM TOP CORNERS JAMBS • 17 WTI MAX, FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS i W MAX. BELOW MTG. RAIL SILL • ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE2. ® d: TABLE WO HAND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LES8. WITH A NDICATE A GLASS TYPE IS TABLE KEY: � nerlu JAMB ABOVE " 3 3 wmytylo xiW �haNtmlA� tldia{ r '� IMWG. RAIL JAMB BELOW WRG. RA)L �p� tlp Olilfa• (FULL DP) 1i HEAD 2 � ay -,ON 04111 M ABOVE A11TG. RAIL 2 2 `�� ,t0; a�,Elise ••. JAMB BELOW W ra RAIL I FJi' I; i�naroe ® U"`D5S`ai'lr ir&i0i7�iif'�§rR�crEneyetzc I ao +� - . __.... _..__�. _.._ ....----• -- wir�ere rr e.,rw �.• A. LYN P.E. I�,'P �., �.�. Fl.aln4 �ilbbBarar BNNDD NTS 8 + 11 �40400 O FLP.E.N58703 k ANCHOR QUANTITIES BSTRATE: kANCHORTYPE:-:'l WIDTH TYPE ABOVE MEETING RAIL HEAD & JAMBSI CUSTOM FLANGED WINDOW HEIGHT -MINUS BASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM ABLE B. . 17.126 22.668 28211 33.764 39.298 ! 44.10 60.382 86.925 a' mpNrl0pp NQ $ 0 �N3 0 0 8 0 8N3 c $r$N3 0•c 0 Zr $ 0 $NZ kI 0. I^$ 0 2NogN 0 3 0 ZMCpN '1�3 o n'3 r 1N3 NoQh 0 0 Z r8i 19.128 D,E F,J, KL 15 1 1 1 1 1 1_ 2 2 2 2 2 ...2 2 .. 2 .2 _2 .2 _.2_..2 3 3' _ 2.. S .._3_ _3 . 3 . 24.000 D ,EF,J, KL 1 1 _.; 1 ;.. 1 _2_..2 ' 2 2 2 2 2. 2" 3....3 _2. -3 . 2 3 3 .3 ,._3_ ..3 .. 8 4 82.000 D,E,F,J.. KL 1 `t 1 1 1 1 2 1 1 2 1 1 1_ 1_ 1' 1 11_ 1 1 1 1 1 3 2 2 3 2 3 3 3 3 3 2 3 3 4 4 9 4 6 3 8 P8F 79 37.000 D,E,F,J, KL 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3, __1 3 _2 4 _2 3 1 3 2 2 1 3 2 4 2 4 1 '4 2 6 2 6 1 4 2 6 PSF 79 79 79 79 40.000 D,E,P,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2" 2 23 .2- 2 2 2 2 2 2 KL. 1 1 1 2 2 2 3- 3 3 4 3 4 4' 3 ;4 8 4 4 6 6 4 6 POF 79 1 70 79 77 79 79 >o. 44.000 D,E,F,J, KL 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1. 1 2 2 2 3 9 b 4 4� 4 4 3 6 3 6 6 1 4 - 6 6 4 1 B PSF 78 79 70 ' 79 •79 71 79 73 70 48.000 D,E,FA K� 2 2 2 2 2 2 2 1 2 2 3 .2. .2. 2 2 2 3 2 2 9 1 2_ 2 19 2 2 1 1 1 2 2 2 3 3 b 4 4 4 6 4 8 4 6 8 1 4 1 81 8 6 E PeF 71 79 63 71 79 . 64 74 68 77 69 69 63.126 D,E,F,J, KL 2 1 2 1 2 1 2 2 2 2 2 2 3 3 2 3 2.3 b 4 Z, 4 b 4 3 8 2 4 3 8 9 2 6 .3 8 3 0 2 1 6 3 1 7 3 B 2 6, 3 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANG BASH HEIGHT. SUBSTRATE. 12.7781 16.77E 18.776 21.778 24,778 ANCHOR TYPE. r Q WINDOW "�• N w � N w � N w "� N � 235 N w � WIDTH WINDOWS BASED ON SASH HT. TABLE 8. • 27.778 - 30.770 31.106 N r � N w �• N w 19.126 1 1 1 2 1 2 2 1 2 2 2 2. 2 .2 2i. 2 2 2 2 2 2 2 2 24.000 .2 1 1, 2 1 2 2 2 2 2 2. 2 7 2 2 2! 2 2' 3 2 2 3_ 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3. 3 2 8. 2 3 4 2 3 4 2 9 37.000 79 2 b 2 2 2 2 3 2 3 3 2. 3 3 3 3 1 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 9 2 3 3 2 3 3 3 8 4, 3 3 4 3 4 4 3 4 44.000 6Q 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3' 3 4'i 3 4, 6 3 4 8 3 4 03 72 79 48.000 2 2 2 2 2 2 3 2 3 4 9 9 .4 3 4 3 4 5 3 4 6 9 4 69.126 73 68 00 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 3 4 6 3 6 6 3& 1. ANCHOR TYPES: 1.Ike ELCO TAPOONS 2 -1/4' ELOO 884 CRETE-FLEX 3.012 SCREWS 2. ANCHR LOCATIONS ARE BASED ON THE FOLLOWINGDIME 810N3: HEAD 101/2'MAX FROM CORNERS JAMBS , 171/2' MAX. FROM TOP CORNERS 1 11112' MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 16' MAX. FROM BOTTOM CORNERS SILLI- ANCHORS NOT REQUIRED DETE, MINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW NDOWS FROM TABLES 7, AND S. USING THE DIME SIONAL CRITERIA OF NOTE 2, USE TABLE 7. FOR AS THE MEETING RAIL AND TABLE B. FOR BELCW. �A1 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW in WINDOWS ARE 12 6/8' MIN, TO 36' MAX. P. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LE S. 6. D�SION FRESSURE LI ITATIONS: IZE BLOCKS bF iE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DEBI N PRE86URE WITH THE QUANTITY OF ANCHORS SH01�N IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRE 68URE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 ® TABLE 7. KEY: MAX PSF (DP, LBMRTE) 112 HEAD 2 JAMB ABOVE 2 Ii rM RAIL (FULL DP HEAD 2 JAMB ABOVE 4 G. RAIL i novu 'T�$sDvlmta rA4Dtj 1 ® TABLES. KEY:. MPSF D LNARED !12 JAMB BELOW 2 MTO, RAIL t n u n -10 pN� ctENsf .�FR�' (FULL DPI e �•"'` *� No, 68705 JAM13 BELOW WO. RAIL FK. 1/fJHM B a.r o REBtAlCTEDBY8IZ& raam t ac t tR.16$ B~ y n rr I en A. LYN I , RE, F.K 7/Y6116 Jd 278G7 3H709. NTS 10 1 i 4040.20 D FL P.E.# 66701i EXTERIOR I ERIOR ALLHEAD AND SILL DETAIL ) ® CONCRETE ANCHOR 3.36 KSI MIN. CONCRETE (SEE NOTE 1 & 3)® 2x WOOD BUCK WOOD ANCHOR ®(SEE NOTE 4) (SEE NOTE 2 & 8 '�;•�.;;..:► a�;e :.•101MIN.,1/4"TAPCON� �,.';. i • t �� •43/4" MIN.,1141 CRETMEX OPTIONA61x --z- o MI WOOD BUCK • (SEE NOTE 4) ._...)lt 1l4' 1w MAX. SHIM SHIM DE DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1318" 1 1/4' MIN: MIN. 114" MAX. SHIM 1/4' MAX. SHIM—+► CONCRETE ANCHOR, WOOD •! FH BELOW MEETING PH BEI RAIL. (SEE NOTE 1 & 3) ®• RAIL( 3.86 K61 MIN. CONCRETE OR 1.6 KSI MIN. CMU-® Ix BUCK OPTIONAL WITH SOLID CONCRETE 2x W00 SUBSTRATE (SEE NOTE 4% (SEE NO . BUCK E 4)® DETAIL C' DETAIL D 1: FOR CONCRETE APPLICATIONS IN MIAMIWADE COUNTY, USE ONLY MIAMMADE COUNTY APPROVED 1/4' ELOO TAPCONS OR 1/4" S4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. 2. FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY, USE H12 STEEL SCREW$ (08) OR 1/4" S84 CRETE-FLEX i- 3. FLAT HEAD ANCHORS, WHERE REQUIREb, MUST HAVE'012 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. j1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM; THE TERLAL SHALL BE A MINIMUM STREN13TH OF 6003•TS AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x W006 BUCKS. THE ANCHOR SHALL BE A 1N2 SHEET METAL SCREW WITH FULL ENGAGEME INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSU ES AND ANCHORAGE SPACING FOR TAPOONS MAYBE USED. A,FLANOED FRAME CO PONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FO MULLED APPLICATIONS, FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTA fE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8: ANCHORS ARE NOT REQUIRED AT THE ILLOF FLANGED UNIT$. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). !ETINGA TE2&3) TIN EWOR (ALL JAMS DETAILS) F-XPJ0 MAX. 1/4" SHIM ! ODD FRAME MAX SHIM PRODUCT RRVISUD --WOODhftFWdb FRAME Udltisl ,� 0�jap .131' VIA. MIN, Ev� i x 21/Y NAIL, 131"DIA.MIN. AT CORNERS AND B' O.C.WOOD x21W NAIL, FRAME AT CORNERS AND 6" O.C. I I I 114' .131' DIA. MIN. x 2112" NAIL, `��`` ay LYNN 414, '�i� MAX SHIM AT CORNERS AND 6" O.C. �J A�.JOEHBF''•�p �c DETAIL F, (HEAD) DETAIL E, {JAM) DETAIL G. (SILL) = * N0.58705 ; TYPICAL INTEGRAL F1 ANCI RAGE ® i %�,c•.,FLOR�g.•C?, aJ. AR. 107/11 aldfnf 0 a N0CNANOE8TH188FlEET NOC!l/WBEBTHIS BNEET ,molr�Finaoorrniive " � e T ANCHORAGE 'MpACT mow ■ ALUM: SINGLE HUNG WINDOW FJG 1f/fdND B PA.SQx7016 M.LIINNMIL•Lp�i,P.E. °� w��ypgp►r eN700 NT8 11 -I'll 4040•20 sn, 0 rV ° e'. " . ° •.n• '�' �' � FL P.E,N Q8706 Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 CHANGE OF CONTRACTOR Or subcontractor or cancellation of permit Change of Contractor is to be completed by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information, signature, and transfer fee. A new Notice of commencement must be filed in the new contractor's name for job value's greater than $2,500 ($7,500 if A/C Change -out).- A recorded -copy must be submitted prior to commencing any work. Subcontractor changes can be completed by the general contractor. Any to of permit must be executed by the owner or qualifier of record. Date: /t-l-%� Permit Number: Site Address: A C) `�l✓��%,ilr 5LC lLfto-a36 r Grrct--%� {�efsef� State License SLC License t�riginal General Contractor (or Subcontractor) State License SLC License New General Contractor (or Subcontractor) The undersigned does hereby agree to indemnify and hold harmless St. Lucie County, its officers, agents, and employees from all costs, fees, or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. SIGNATURE OF OWNER (or owner/builder) PRINT NAME State of Florida, County of St. Lucie County The following trument was acknowledged before me this J—L_day off.--_• 20_R by M1 ' �W hn. k% who is personally know to me or -who has produced as ID. Signature of Notary Date '-'* SIGNATURE OF NEW GENERAL CONTRACTOR PRINT NAME " l e l-t ``e-I State of Florida; County of St. Lucie County The following strument was acknowledged before me this 11---day of 20 I4 by M''''A Q`Si!�99 A S who is personally know to me o&o has produced \ as ID. .' Signature of Notary Date �i�:N Qkkakbs- s s . W. *Only signature required for change of subcontractor ��=A A INGRAMN # EE 050558,;, mber20, 2014public Undenvrit2rs i. LASHAHNA INGRAM «? MY COMMISSION AlEE 050558 EXPIRES: December 20, 2014 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all appji��l laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to Ayeet the minimum code. Initial ;& I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Z Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medieaI cost, which could include loss of wages during recovery from their injury. Initial V V r , To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Depart vent to the Florida State Department of Professional Regulation. Signed and acknowledged on this 1 day of C' "K of 20 . Owner/Builder Signature STATE OF FLORIDA COUNTY OF 'Z-R~ ,64,C B ' , The foregoing instrument was acknowledged before me this day of by;�t•a62% who is personally known to me, or who has Mduced-53�S t_�U: "17, <A • i - 1 ^ 0 as identification. Lure of Notary j� Type or Print Name of Notary (Seal) ary NotPublic 6 Commission Number SLCPDSD Revised 05/15/2014