Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUMBER: :1 ;. _ - • PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 8CA (772) 462-1553 8y U 8t, L APPLICATION FOR REPLACEMENT OF Cie CO..t. WINDOWS, SKYLIGHTS, DOORS & OVE AD GARAGE DOORS 1. LOCATION/SITE ADDRESS: V 6 �al 2. PARCEL IDNUMBER: 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR 5. OWNERS INFORMATION Name: � -C . Address: 7 ` 0 3 SOA e'✓ " 4 - City: ET- F+ arc- State: F� zip: 3 L4 q� 4 Phone: Z i Z" 1-71 MOBILE HOME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: c 1 �-b 9i 1( 7 County Cert #: 2 q/ g Business Name: Z--OW6` S Phone Number: jT 4 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Prod ct Manufacture Model # Method of Attachment #Florida Product Approval # rL -70 7 120 mph 1130 mph 1140 mph CAN)W 00 Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ FEES DUE: r RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in -----s mpliance with all applicable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME SIGNAT F Q IER/O WNER STATE OF FLORIDA, COUNTY OF l l'ti17 ACKNOWLEDGED BEFORE ME THIS p-Ak OF , 2003, BY I PERSON V54M HAS PRODUCED S IDEN FICATION. public State of Florida {�Y Py" Notary Kari M Riccaboni mmission DD792655 S �OFNOTARY TYPE OR PRINT NAME O t)41 �Oa Expires 0512612012 TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ST. LUCIE COUNTY Vinyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT [] Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used -for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & 3werhead doors, must be permitted through the regular building permit review process. The information to be provided with this application ` includes. LOCATIONi SI T E ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: ................. the State of Florida (if applicable) and St. Lucie County - coritractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine.the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF -THE CIRCUIT COURT - SAINT LUCIE COUNTY_ FILE # 3810974 OR BOOK" 'Z PAGE 135, Recorded 03/14/2013 at',� .°;30 AM 1 501 - 'e•d Bens RE mu— PEAL1li'M1b18liR:_�__�_� �. 13eu�dasignedhcspY8�mtim9wllmp' w..tvaIIhmaCebareinrcel . FlaidsStMQtMypWMo bbViti0pisI�P�7.aMi0aGLrdotCori8�Ch9p[Ct713, paridid.mtbnNatm6niCdneime' an STATE Of FLORIDA ST. LUCIE COUNTY THI; TRU ORI m- - Dai Pella 0 Reliabilt J3 1 ill lill�lirliilli�l 'irsi _ Peachtree 0 e y Other VJew . `' PSE Drawing Worksheet - Windows (complete and Fax to installer) Store:^� �iurea trrse): ' ! ��•��! Phone Icel1): Phone lother): •'1jTpli f%.,7:7rC55: _ - ,_ L• S GJ �'r��.r /y 0 R„DP'C-� t' ! (e g.4 RJ f II ,i ertia:ei: L'rcv the ;mails where. windows are being replaced and label them front, back, L side or R side (as seen frcur; the sirL'O 7. Ura w the windows that are being replaced on each wall drawing Place a capital letter beside each window in the drawing. Windows with the same dimensions will have the same letter. (_ornpWe the information on the next page using the corresponding letter. ". 1.ab,-1. each existing window with the type of exterior material surrounding the window (for example: brick, vinyl, wood clapboard, etc.). Also, label existing window type (for example: aluminum, wood, vinyl). -�f- *GHac.K. cr.l 1$4 6"KS � � r•(,� +.Ffr.4�., t� r rs''�o�..l S .� Ida �k�ofe-S :5;4 v F ray► L I nn P ,14144TIL .ac 3t-C D- W €-^j N .'Zr&3,f 5 2 X3 7 34X3� 3&x3 - Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeid-wen.com Technical Representative Jason Kantola Address/Phone/Email 3737 Lakeport Blvd. Klamath Fails, OR 97601 (541)882-3451 Ext2921 jasonka@jeld-wen.com Quality Assurance Representative 5 6 T 'Z 0.7 Address/Phone/Email 1 ` I �1 P,4c 'i _ Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity aEl S/1 /IAI1) FL14707 R1 COC SA14707 signed and cert 12-21- ii.gdf Product Approval Method Method i Option A Date Submitted 12/28/2011 Date Validated 12/28/2011 Date Pending FBC Approval Date Approved 01/06/2012 of Products i IlSummary i FL # 11411odel, Number or Name Description 14707.1 Premium Atlantic Vinyl Tilt Single Hung 8100 (52.125" x 75") Insulated Glass (1/8" Annealed - 5/16" PVB or SGP LAM Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14707 R1 C CAC 10-1025.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/23/2016 Design Pressure: +50/-60 Installation Instructions Other: FL14707 R1 II 10-1025.0i.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 14707.2 Premium Atlantic Vinyl Tilt Single Hung 8100 (36" x 72") Insulated Glass (1/8" Annealed - 5/16" PVB or SGP LAM Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14707 R1 C CAC 10-1025.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Design Pressure: +65/-70 Installation Instructions Other: FL14707 Rf II 10-1025.01.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14707.3 Premlum Atlantic Vinyl Tilt Single Hung 8100 w/ clips (52.125" x 75") Insulated Glass 3/16" Annealed - 5/16" PVB or SGP LAM Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14707 R1 C CAC 10-1025.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/23/2016 Design Pressure: +65/-75 Installation Instructions Other: FL14707 R1 II 10-1025.0i.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14707.4 Premium Atlantic Vinyl Tilt Single Hung 8100 (54.125" x 74") Insulated Glass 3/16" Annealed - 5/16" SGP LAM Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14707 R1 C CAC 10113003.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/10/2016 Design Pressure: +50/-60 Installation Instructions Other: FL14707 Rf II 10113003.odf Verified'By: Miami -Dade BCCO - CER Created by Independent Third Party: l valuation Reports Created by Independent Third Party: 14707.5 Premium Atlantic Vinyl Tilt Single Hung 8100 (52A25" x 75") Insulated Glass 1/8" - 1/8" Tempered) Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL14707 R1 C CAC 10-1025.02pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/23/2016 Design Pressure: +65/-70 Installation Instructions Other: FL14707 R1 II 10-1025.02.odf Verified By: Miami -Dade BCCO - CER 'k++n-/lflnrirlal»iilrlinrr nrer/imr/nr ar,n rlfl aenv�naram=�v('rPVYntxyfT)ni1At1fcvWA('W7ARaT)R. V1 /')(11') i ' M;IAM4 " MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 261h Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786)315-2590 F (786)315-2509 NOTICE OF ACCEPTANCE (NOA) www.mlamidade,govibul(dinst Jeld-Wen, Ine (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 BNC- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami=Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "Premium Atlantic Vinyl 8100" White PVC Single Hung - L.M.I. .APPROVAL DOC11M1R}\1Tt Drawing No. 10-JWN-0015a, titled "Premium Atlantic Vinyl 8100 Single )Flung Window Large Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "03" dated 05/04/11, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E., bearing the Miami --Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large Missile Impact Resistant, 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 no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -]lade 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 consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.10-1025.O1 CTyOADEEC. UNJ i1 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 Page 1 Jeld—Wen, Inc (OR) NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No, 104922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No.10-0909.05 revises 99-0113.05 issued to Mikron Industries, Inc, (a division ofQuanex) for "White PVC Extrusions for Windows and Doors qualifying for AAMA 303, Voluntary Specification for Poly (Vinyl Chloride) (PVC) Exterior Profiles by AAMA Fenestration Exterior Profile Certification Program" dated 10/1/2010, expiring on 9/30/2011. F. STATEMENTS 1. Statement letter of compliance with the FBC--2007, dated 10/04/2010, signed and sealed by Frank L. Bennardo, P. E. 2. Statement letter of no financial interest and conformance, dated 10/04/2010, signed and sealed by Frank L. Bennardo, P. E. 3. Laboratory compliance letter for Test Reports No.'s NCTL-210-3624-1 and NCTL-210-3624-2, issued by National Certified Testing Laboratories, Inc., dated 12/09/2009, both signed and sealed by Gerard J. Ferrara, P. E. 4. Proposal No. 09-1988 issued by Product Control, dated 09/22/2009, signed byy Renzo G. OTHERS 1. None. E-2 qz - -a - Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date; June 23, 2016 Approval Date: June 23, 2011 r� 1 Jeld—'Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. 10—JWN-0015a, titled "Premium Atlantic Vinyl 8100 Single Dung Window Large. Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "03" dated 05/04/11, prepared by Engineering Express, signed acid sealed by Frank L. Bennardo, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No, NCTL-210-3624-1, dated 12/09/2009, signed and sealed by Gerard J. Ferrara, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and ,installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3624-2, dated 12/08/2009, signed and sealed by Gerard J. Ferrara, P, E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Engineering Express, dated 09/30/2010, signed, sealed and dated 06/09/2011 by Frank L. Bennardo, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami --Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. r• Jaime D. Gasco , . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 E-1 PREMIUM ATLANTIC VINYL SERIS 8100 SINGLE HUNG LARGE MISSILE IMPACT RE ISTANT (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) ELEVA ANCHI 48.50' MAX D.LO. WIDTH ON FIXED SASH kk tl= 0 oW E (.vH"X�tS/7 N o M m wN ----- - ------------------------ ----- _ V RAIL 0 go REINFUR$M,ENT IN'"FIXL MEETING ENT AND V SEE SECTIONS SASH, d /1 A B a z �f $o 46.00' MAX D.L.O. WIDTH / ON ACTIVE SASHIF- SEE ANCHOR 52.125" MAX FRAME WIDTH TIONS FOR (EXCLUDING NAIL FIN OR SNAP -ON FLAN HI LOCATIONS. EMBLY SASH CAM LOCK ASS, LATCH LOCATED FROM EACH d ILT LATCH LOCATED AT EACH END T (2) 0.75'a0.15' WEEPHOLES IN FRAME SILL, 3' 52.125"x75" FRAME FROM EACH3AMB 1 STANDARD ELEVATION W O CLIPS 1 N.T.S. EXTERIOR ELEV GLAZING TYPE <A> 7 8 INSULATED LAMINATE 1/8' ANN 13/32' GAP090' I dfl, 0.I R PVB1/8' ANN� --1/8' AI MIN. I SITE 48.50' MAX D.L.O. WIDTH ON FIXED SASH 0 g R�INFORCEM IN MEETING -------------------------------- ENT_ FIXED M RAIL o AND VENT SEE SECTIONS SASH, p -L A I I SASH CAM LOCK ASSEMBLY, LATCH LOCATED 67,r FROM EACH END W T Z 1 Ig n� TILT LATCH LOCATED AT EACH END �46.00' MAX D.L.O. WIDTH `(2) 0.75'K0.15' ON ACTIVE SASH WEEPHOLES IN FRAME SILL, 3' 52.125"x75" FRAME FROM EACH JAMB GLAZING TYPE 7/8' INSULATED LAMINATED 1/8' ANN IS/32� I T I �11ririmw 093/16' ANN I \ EXTERIOR INTERIOR EXTERIOR GLASS SETTING BLOCKS��S' BY ESG GLASS SETTING BLOCKS (85 DUROMETER) .. ETECH (85 DUROMETER) MIN. i SITE INTERIOR ALLOWABLE DESIGN PRESSURES +50 PSF -60 PS F GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201, TAS 202, TAS 203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 30B-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. FOR INSTALLATIONS UP TO 30' MAX ABOVE GRADE, THE SYSTEM DETAILED HEREIN IS LARGE MISSILE IMPACT RESISTANT AND DOES NOT REQUIRE ADDITIONAL IMPACT PROTECTION. 6. FOR INSTAWTIONS GREATER THAN 30' ABOVE GRADE, SYS TEM STEM DETATLED HEREIN SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING WHEN INSTAII WITHIN WIND-BORNE DEBRIS REGIONS AS DEFINED IN ASCE 7.05. 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCURE TO WITHSTAND SUPERIMPOSED LOADS. OPTIONAL WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 9. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS IN ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. SEE GENERAL NOTES 95 AND 46 GLAZING DETAILS (MINIMUM) N.T.S. VERT SECTION Y ti i T-V 3' Tn MAX6' 6 (EXCIUOING SNAP•ON FLANGE) MAX 10.425' O.C. t• MAX, TYP. 6" MAX 6' MAX jDENOTES ANCHOR THROUGH FRAME, CI TYPICAL ALL SIDES O O-L [L-O-CAT-EDAT EACH END SASH CAM LOCK ` 0 ASSEMBLY, LATCH s ! LOCATED 6�/e' �++ C I FROM EACH END n 1 -------------------------------- CLUSTER OF (S ANC'HORS AT ENDS OF HORIZONTAL, ------- F 3" / aQ SPACED 3" D.C. TYP REINFORCEMENT C IN FIXED I MEETING RAIL AND VENT SASH, SEE SECTIONS JMA. WEEPHOLES IN FRAMESILL, 3FROM EACH JAMB MAX 10.425' O.C. 6" MAX 6' } MAX, TYP. { 52.125"x75" FRAME W/O CLIPS 1 THRU-FRAME ANCHOR ELEMATION 2 N.T.S. OR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI NUN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4" MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (0-0.33 MIN WOOD)c • A14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4' MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2' MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • #r14 SAE GRADES SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. ANCHOR NOTES: 1. SEE ANCHOR ELEVATION F LLOWABLE ;N PRESSU +50 PSF -60 PSF 2" I 2' MA B" D.C. MAX, TYI ��(EXClUDING NAIL FIN) 1, AX 7" O.C. "MAX, TYP. 2' MAX2' MAX T DENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES O TILT LATCH B LOCATED AT EACH END SASH CAM LOCK E ASSEMBLY, LATCH // tl LOCATED 67 w c EACH END------ o --------FROM — REINFORCEMENT IN FIXEDX MAX, TYP. � MEETING RAIL AND VENT SASH, SEE SECTIONS ' 75'xO.15"WEEPOLES IN FRAME L(2)0 SILL, 3' FROM EACH JAMB 2' MAX MAX 2" MAX 2" MAX 2" MAX, TYP. 52.125"x75" FRAME W/O CLIPS r2 NAIL -FIN ANCHOR ELEVATION 2 N.T.S. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: IMENDATIONS. TO WOOD BUCK OR HOST STRUCTURE (Ge0d3 MIN WOOD): ILLOW BLOCK. • #14 WOOD SCREWS WITH I-1/2" MIN. THREAD PENETRATION H OF WOOD STUD AND 1/2' MIN EDGE DISTANCE. :I.e. 3/4" EDGE • 1/4' LAG SCREWS WITH 1-112" MIN. THREAD PENETRATION AND 1/2• MIN EDGE DISTANCE. ENDS OF RADIUS OR ROUND TOPS SHALL BE FUSION WELDS NOT EXCEEDING THE STING CONDITIONS MAY VARY. FIELD VERIFY wollBr /Zott 52.125• MAX FRAME WIDTH 52.125" MAX FRAME WIDTH • (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 10.425" O.C. 7. O.C. MAX, TYP MAX.TYP.t--1 6" 6" MAX MAX 2" 2" Elf Max Z cN A LOWABLE Max DENOTES ANCHOR r THRDENOUGGES H FRAME, 6" MAX THROUGH NAIL FIN, MAX [r0 ~ jTYPICAL ALL SIDES DESI N PRESSURES 6"� j TYPICAL ALL SIDES Lj!l!!1 we 0 0 +50 PSF MAXO 6" MAX 11.96. O.C. QW 1 MAX, TYR -60 PSF <$ Z 6 m W9 TILT LATCH Z W / LOCATED AT �a+ ASSEMBLY, SASH A qi CAM LOCATED EACH END d ASSEMBLY, LATCH CAM / TILT LATCH p W \ , , 6�i(�" FROM EACH END j LT w1,- 6�iS" FROM EACH END / EA�Gi ENDTED .Oi Q S--'-- --------------------------- ----- 0 NOT e ----- ------------- ----- O UM ANCHOR SPACINGS SHOWN HEREIN 1 CLUSTER OF (s ANCHORS 3" APPLY TO STANDARD AND ORIEL ,Y 3" AT ENDS OF H6RIZONTAL, I TyP f WINDOWS / K dS SPACED 3" O.C. 0 2. THE FRAM SIZE, ACiIVE SASH D.LO., AND REINFORCEMENT 5Q� 1 2 (7 FIXED SAS D.L.O. OF SHAPED UNITS SHALL FIT IN FIXED 8" O.C. 25 l7 x�/ ui WITHIN E DIMENSIONS SHOWN FOR X MEETING RAIL TMP• n z REINFORCEMENT ^ RECPANGU R UNITS ON SHEETS 1 AND 2. ^ AND VENT SASH, IN FIXED SEE SECTIONS ! MEETING RAILAND VENT $ CfiXB SEE SECTIONS M ------- ------ - ---------- ----- --- _J_ g 6, MAX 2" MAX IL I(�I 2" MAX al RU ro 6" 6" MAX MAX Tw 4 6" MAX r 1 p r ' MAX, TYP. 10 425° O.C. 2• MAX 2" MAX 3 i (2) 0.75°x0.15" WEEPHOLES IN (2) 0.75'x0.15" WEEPHOLES IN FRAME SILL, 3" FROM EACH JAMB FRAME SILL, 3- FROM EACH JAMB 52.125"x75" ARCHED W/0 CLIPS 52.125"x75" ARCHED W/O CLIPS 1 THRU-FRAME ANCHOR ELEVATION 2 NAIL FIN ANCHOR ELEVATION 55 3 N.TS. EXTERIOR ELEV 3 N.TEX .S. TERIOR THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL -FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHO LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE (G=O.SB MIN WOOD): STRUCTURE: 2. ANCHORS SHALL BE INSTALLED IN ANCE WITH MANUFACTURERS' RECOMMENDATIONS. ♦14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION 3. ENSURE MINIMUM 1' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE B TO HOLLOW BLOCK. AND 1/2' MIN EDGE DISTANCE, • 1/4" ITW CARBON STEEL TAPCONSTHRU 1X OR 2X WOOD 4. UNLESS OTHERWISE NOTED HEREIN ERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4- FRAMING, ANCHOR SHALL BE LOCATED IN R OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE • 1/4" LAG SCREWS WITH 1-1/21 MIN. THREAD PENETRATION AND MIN EMBED AND 1" MIN EDGE DISTANCE. DISTANCE IS ACCEPTABLE FOR ANCHORS TO GOD FRAMING 1/2" MIN EDGE DISTANCE. S. WOOD ANCHORS SHALL NOT BE INST INTO THE NO GRAIN OF WOOD HOST STRUCTURE. TO WOOD BUCK OR HOST STRUCTURE (G-O36 MIN WOOD): 6. WOOD HOST STRUCTURE SHALL BE " UTHERN PINE' G-0.55 OR GREATER DENSITY. • A14 WCX)D SCREWS WITH 1-1/2" MiN. THREAD PENETRATION T• ANCHOR REQUIREMENTS AS SHOWN EREIN INCLUDING MINIMUM EMBEDMENT AND EDGE 9 DISTANCE EXCLUDES STUCCO FOAM BRI AND I7THER WALL FINISHES. FOR SITE CONDITIONS ■i AND 3/4" MIN EDGE DISTANCE. DIFFEREN{' FROM THE COND):TtONS D�TAILE HEREIN WITHIN THE HVH2 A ONETIME SITE -SPECIFIC • 1/4• LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND NQRCE OF A(x@TANCE SHALL BE APPLIED OR AND SECURED FROM TH� MIAMI-DADE BUILDING CODE 3J4" MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL D ION. FOR SITE CONDITIONS DIFFEREFFICIAL MAY NT FROM THE SITE -SPECIFIC NOTICE OF ACCEPTANCE BE TT_HMHN�THE O RTHAT S SPECIFIC DOCUMENTTS RE BE PREPARED, 0-]WN-0011 TO 16 GAUGE MINIMUM 8TElL STUDt SIGNED DAT®AND SEALED BY A LICENSE ENGINEER OR REGISTERED Af;CHITECT, WHICH DETAIL AND • 014 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD lUSTIF/THE DEVIATION. ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. B. FOR SHAPES QUALIFIED HEREIN THE USION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE TREATED AS CORNERS WITH ANCHOR brsr FROM THE FUSION WELDS NOT EXCEEDINGTHE llWdaB MAXIMUM DISTANCE FRROM CORNERS NOTED HEREIN. 9. WHERE EXISTING STRUCTURE IS W D FRAMING( EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOO FRAMING kEMBERS, NOT INTO PLYwooD. 10. OPTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO - TRANSFER LOADS TO THE EXISTING STRUCf RE. �,� 52.125' MAX FRAME WIDTH 52.125' MAX FRAME WIDTH • AP[00165R9 (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) M,gXr O.C. 7" O.C. 6 ryP• MAX, TYP. / LLOWABLE Z� _1 2% �//Kl �1/ 6_2 DESIGN PRESSURES W 7� +50 PSF O Z 4#21 6• O TILT LATCH 6" MAX LOCATED MAX" -60 PSF MAX TILT LATCH M"X Z 6" A B MAX / 1 MAX t B LOCATE FACH END _MAX W 3 { SASH CAM LOCK Gl SASH CAM LOCK W \ ASSEMBLY, LATCH LOCATED = 2" ASSEMBLY, LATCH LOCATED = oil 1 63/s' FROM EACH END I w vZi MAX 9A" FROM EACH END to z ti D $ < 0 z 3" CLUSTER OF (S) ANCHORS _ TYP AT ENDS OF HORIZONTAL, 3 -t # SPACED 3" O.C. TYP c z iPiQ;l o l7 8" O.C. o a X TYP REINFORCEMENTS ^ O NOTTlE��t X REINFORCEMENTS ^ 'n IN FIXED POPRAMU ANCHOR SPACINGS SHOWN HEREIN IN FIXED o t�€ d APPLY T BOTH STANDARD AND ORIEL d T_ MEETING RAIL WINDO STANDARD WINDOWS SHOWN HERE. MEETING RAIL AND VENT SASH, AND VENT SASH, B SEE BECKONS 2. THE FRA E SIIE, ACTIVE SASH D.L.O., AND � tttyyy p FIXED S D.L.O. OF SHAPED UNITS SHALL FIT V V SEE SECTIONS WITHIN E DIMENSIONS SHOWN FOR X RECTAN LAR UNITS ON SHEETS i AND 2. 8 -4-„ 6" MAX 6" MAX 2" MAX 2 MAX 6' MAX } 10.425* MAX, TYPO 5' MAX 2" MAX1 2 MAX, TYP. 2' MAX (2) 0.75"AO.15" WEEPHOLES IN 3 ` (2) 0SILL, .1 F" WEEPHOI ACHJA IN FRAME SILO 3" FROM EACH JAMB FRAME SILL, 3" FROM EACH JAMB 52.125"x75" HALF -ROUND W/O CLIPS 52.125"x75" HALF -ROUND W O CLIPS THRU-FRAME ANCHOR ELEVATION r2 NAIL FIN ANCHOR ELEVATION 4 N.T.S. EXTERIOR ELEV 4 N.T.S. EXTERIOR ELEV a THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL -FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE (G-0413 MIN WOOD)- 2. ANCHORS SHALL BE INSTALLED IN ANCE WITH MANUFACTURERS' RECOMMENDATIONS. STRUCTUREt 3. ENSURE MINIMUM 1" EDGE DISTAN FOR ALL ANCHORS TO CONCRETE BTO HOLLOW BLOCK. • 014 WOOD SCREWS WITH 1-112" MIN. THREAD PENETRATION I( It , • 1/4' ITW CARBON STEEL TAPCONS THRU SX OR 2X WOOD 4. UNLESS OTHERWISE NOTED HEREIN WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 19' MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4' FRAMING, ANCHOR SHALL BE LOCATED IN ENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE • 114" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND MIN EMBED AND 1" MIN EDGE DISTANCE. DISTANCE IS ACCEPTABLE FOR ANCHORS T WOOD FRAMING). 1/2' MIN EDGE DISTANCE. 5. WOOD ANCHORS SHALL NOT BE I ALL® INTO THE D GRAIN OF WOOD HOST STRUCTURE. TO WOOD BUCK OR HOST STRUCTURE (0-0.66 MIN WOOD)t 6. WOOD HOST STRUCTURE SHALL BE ERN PINE' G-0.55 OR GREATER DENSITY. • AL4 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION 7'�� IRE4ENTS A$ SHOWN HEREIN INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLU STUCCO, FOAM BRI AND �TFIER WALL FINISHES. FOR SITE CONDITIONS 1/4" LAG SCREWS WITH AND 3/4' 14IN EDGE DISTANCE. 1/2'2` MIN. THREAD PENETRATION AND NOTICE OFACCEPTANCEACCEP ANCE SHALL BE APPLIED FORAANNDNSECUR FROM HIN ROM THE HZ MIAMI-D�ADE BUILDING CODE 3/4' MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT CONTROL DI fISION. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE T1 E HVHZ THE BUILDING OFFICIAL MAY R�QU 1REA ONE-TIME lO-JINN-OOlI TO 16 GAUGE MINIMUM STEEL STUD t SITE -SPECIFIC NOTICE OF ACCEPTANCE BE )BTAINED, OR THAT SITE SPECIFIC DORIUMENTS BE PREPARED, • A14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD SIGNED DATED AND SEALED BY A LICENSE ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND _ ]USTIFI�THE DEVIATION. APN�Y�61y ENGAGEMENT THROUGH SPUD AND 1/2' MIN EDGE DISTANCE. T�Ba, TE SND AS �ARN QUAWLIFIEED�H�oR bTH RCS FROM THE FUSION ON WELDS NOT EXCEEDINGNTOPS SHALL BE MAXIMUM DISTANCE FRROM CORNERS NOTE HEREIN. • Dde i 9. WHERE EXISTING STRUCTURE IS W D FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY O 1 THAT FASTENERS ARE INTO ADEQQ�UIppTE W D FRAMING F EMBERS, NOT INTO PLYWOOD. _ 10. OPTIONAL PRESSURE TREATED W BUCXS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO _ - -- - TRANSFER LOADS TO THE EXISTING 36.000" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) / 33.50' MAX D.L.O. WIDTH ON FIXED SASH-SASH _ CAM _ d ASSEMBLY, LATCH LOCATED fi�ib' N O FROM EACH END d J C® x (u O� G, zo V u TILT LATCH LOCATED o 0 d dd 6 rl AT EACH END x ,y R iz g 1 X �b � D O REINFORCEMENT IN FOXED A B 61 MEETING RAIL J AND VENT SASH, d x 0.75x0.15' SEE SECTIONS n p WEEPHOLES IN FRAME a m ((2) SILL, 3' FROM EACH JAMB ^ p 0' MAX D.L.O. WIDTH ON ACTIVE SASH NOTE: SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS. 36"x72" FRAME 1 STANDARD ELEVATION W O CLIPS 5 N.T.S. EXTERIOR ELEV 36 000' MAX FRAME WIDTH (EX0.UDING NAIL FIN OR SNAP -ON FLANGE) GLAZING TYPE j.50' MAX D.LO. WIDTH ON FDCED SASH 0 `&1> TILT LATCH LOCATED AT EACH END j� �X V V 7/8'INSULAI LAMINATED 1/S 8' ANN 13/32' GAP 0.090' DUPONT SASH CAM LOOK OR PVS INTERL ASSEMBLY, LATCH 1/8' -� I I� 1/B'.N. � LOCATED 6V �J{\ W. MIN. FROM EACH END EXTERIOR Z GLASS SETTING BLOCKS to x= (65 DUROMETER) w VI 0 0 DOW CORNING 995 STRUCTURAL SILICONE . INTERIOR -SUPERSPACER BY EDGETECi s GLAZING TYPE 0 REINFORCEMENT 7 8 INSULATED LAMINATED � IN FDCED 1/8' ANN MEETING RAIL 11/3Y GAP 0.090' DUpp�{ SGP AND VENT SASH, OR PVB INTERLNYER SEE SECTIONS 3116'ANN 1/8'ANN 1/2' MIN. LASS BITE 3 DOW CORNING 99S STRUCTURAL SILICONE EXTERIOR _ INTERIOR GLASS SETTING BLOCKS 0' MAX D.L.O. WIDTH (2) 0.7Sx0.15 (85 DUROMETER) ON ACTIVE SASH WEEPHOLES IN FRAME SILL, 3' FROM EACH JAMB 13 SEE GENERAL NOTES *SAND 06 11 CPf AAAG ORIEL ELEVATION W/O CLIPS N.T.S. I EXTERIOR ELEV ALLOWABLE DESIGN PRESSURES +65 PSF -70 PSF f31 GLAZING DETAILS (MINIMUM)_ JC N.T.S. VERTSECION .ot 0 6" MA SASH CAM LO ASSEMBLY, LAT LOCATED 6 FROM EACH E 3' Ty REINFORCE14ENT IN FIXED MEETING RAIL AND VENT SASH, SEE SECTIONS G" MA (EXCLUDING SNAP-0N FUWGE7 e" O.C. 6' MAX } MAX, 6" MAX TYP. 6" MAX jDENOTES ANCHOR THROUGH FRAME, TYPICAL ALL SIDES IC ID 0 ID -f- J TILT LATCH F „ LOCATED AT � 9 EACH END 6 L 3" ---CLUSTOF (3) ANC HORS ERANCHORS / AT ENDS OF HORIZONTAL, /SPACED 3" O.0 X6 / " u TYP -T C V V (2) 0.75"x0.15' WEEPHOLE S IN FRAME SILL, 3" 6' MAX FROM EACH JAMB 6" MAX 8" O.C. } MAX, } 6' MAX ITV. 36"x72" FRAME W(O CLIPS i THRU-FRAME ANCHOR ELEVATION 6 N.T.S. EXTERIOREIEV THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION F STRUCTURE: 2. ANCHORS SHALL BE INSTI • 1/4" I'M CARRION STEEL TAPC:DHS THRU IX DR 2X WOOD 3. ENSURE MINIMUM 1" RO GI 4. UNLESS OTHERWISE NOTE BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4" FRAMING ANCHOR SHALL BE LOC MIN EMBED AND 1" MIN EDGE DISTANCE. DISTANCE IS ACTABLE FOR AI 5. WOOD ANCHORS SHALL N TO WOOD BUCK OR HOST STRUCTURE (G-CAS MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2• MIN. THREAD PENETRATION 6. WOOD HOST STRUCTURE' 7• ANCHOR REQUIREMENTS I AND 3/4" MIN EDGE DISTANCE. D15TAN EXCIUDES STlXX7C1 F DIFFERS FROM THE UN ON " • 1/4• LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL B 3/4" MIN EDGE DISTANCE COMPLIANCE OFFICE PRODUCT 0 CONDITIONS DETAILED HEREIN C TO 16 GAUGE MINIMLFN STEEL STUD: SITE -SPECIFIC NOTICE OF ACCEF SIGNED DATED AND SEALED BY, i • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD 1U ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. 8. FOR SHAPES QUALIFIED H TRANSFER 4' MA) U c 6c SASH CAM LC ASSEMBLY,LM LOCATED 1 FROM EACH E LLOWABLE iN PRESSURES REINFORCEMENT +65 PSF -70 PSF IN FIXED I MEETING RAIL AND VENT SASH, SEE SECTIONS 4" MA (EXCLUDING NAIL FIN) 7' O.0 I" MAX MAX, }- 4' MAX TYP. 4" MAX jDENOTESANCHOR / THROUGH NAILI:IN, TYPICAL ALL SIDES E �0 < X jj� TILT LATCH 31 V� �/ LOCATE AT EACH END d t ID ------------------ ------ I o X L! o�� 8? m� (2) 0.75- 0.15" WEEPHOLES IN FRAME SILL, 3" / 4" MAX FROM EACH )AMB I7' O.CI V. MAX -} MAX, }- 4' MAX 36"02" FRAME W/O CLIPS 2 NAIL -FIN ANCHOR ELEVATION 6 N.T.S. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: NDATIONS. TO WOOD BUCK OR HOST STRUCTURE (Gm0.66 MDN WOOD): W BLOCK. • #14 WOOD SCREWS WITH 1-112" MIN. THREAD PENETRATION F WOOD STUD AND 1/2" MIN EDGE DISTANCE. 3/4- EDGE • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND TRUCTURE. 1/2- MIN EDGE DISTANCE. ENDS OF RADIUS OR ROUND TOPS SHALL BE FUSION WELDS NOT EXCEEDING THE STING CONDITIONS MAY VARY. FIELD VERIFY TEAS, NOT INTO PLYWOOD. :PSI SHALL BE ANCHORED PROPERLY TO U iI 6 �Fq�Q Al 6• 36.000" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 1"•C -MAX,XTYP 6" My 6° MAX MAX DENOTES ANCHOR 6' MAX THROUGH FRAME, T TYPICAL ALL SIDESI(O11" O.C. 1 MAX. TYP. TILT LATCH LOCK LOCATED AT 13 Q ASSEMBLY, SASH A CH LOdCATED EACH END Q 3" 6W FROM EACH END w Ni l 1 CLUSTER OF (3) ANCHORS AT ENDS OF HORIZONTAL, -' 2, SPACED 3" O.0 o Xs� REINFORCEMENT � 0 IN FIXED tj r MEETING RAIL AND VENT SASH, ti B SEE SECTIONS o� / T 6" MAX �6" MAX 32 i 6' MAXB' O.0 MAX4 , c- 6' MAX a (2) 0.75"x0.15' WiFAHOLFS IN g FRAME SILL, 3" FROM EACH 3AMB 36"x72" ARCHED W/O CLIPS THRU-FRAME ANCHOR ELEVATION N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: TO HOLLOW BLOCK OR 3192 PBX MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION I STRUCTURM 2. ANCHORS SHALL BE INSTI 3. ENSURE MINIMUM 1' EDGI 1/4" ITW CARBON STEEL TAPCONS THRU IX OR 2X WOOD 4. UNLESS OTHERWISE NOTE BUCKS OR DIRC-CTLY INTO MASONRY/ CONCRETE WITH 1-1/4" FRAMING ANCHOR SHALL BE LOT MIN EMBED AND 1' MIN EDGE DISTANCE. DISTANCE` IS ACCEPTABLE FOR A S. WOOD ANCHORS SHALL N TO WOOD BUCK OR MOST STRUCTURE (0-0.95 MIN WOOD)f 6. WOOD HOST STRUCTURE; 7• ANCHOR REWREME NTS j • 014 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION DISTANCE EXCLUDES STUCCO F AND 3/4' MIN EDGE DISTANCE. DIFFERENT FROM THE CONDTTt01 • 1/4" LAG SCREWS WITH 1-1./Y MIN. THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL E 3/4' MIN EDGE DISTANCE COMPLIANCE OFFICE PRODUCT C CONDITIONS DETAILED HEREIN ( TO 16 GAUGE MINIMIHI STEEL STUD: SITE -SPECIFIC NOTICE OF ACCEI SIGNED DATED AND SEALED BY • 1i14 SAE GRADE S SHEET METAL SCREW WITH FULL THREAD 3US1IF1/THE DEVIATION. ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. 8. FOR SHAPES QUALIF3ED H TREATED AS CORNER?; WITH AN DISTANCE R& CORN 9. WHERE EXISTING STRUCT THAT FASTENERS ARE INTO ADE( lO:OPTIONAL PRBSURE'fRFJ 36.000" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 7" O.0 06 MAX, TYP.� � ALLOWABLE MAx MAX Z_Z g" i DESI N PRESSURES " / TMR1A�usi �OR MAx wj ,$ �/ ui +65 PSF %i O zW ` g -70 PSF mi� OO � w B .4 Z 01 SASH CAM LOCK tl a ASSEMBLY, LATCH LOCATED TILT LATCH = io w 9/.° FROM EACH END LOCATED AT w --/ EACH END 6 rWNIMU ANCHOR SPACINGS SHOWN HEREIN ------"-"------------------"- �i O APPLY BOTH STANDARD AND ORIEL WIN1 THE FR J THE FRA IE SIZE, ACTIVE SASH D.L.O., AND i7 FIXED H D.L.O. OF SHAPED UNITS SHALL FIT REINFORCEMENT 55�� WITHINTHE DIMENSIONS SHOWN FOR IN FIXED B' O.C. 25 L7 RELTAN LA0. UNITS ON SHEETS 5 AND 6. MEETING RAIL MAX, TYP. n AND VENT SASH, 3 SEE SECTIONS i g �d� m 2° MAX I "MAX,MAX 7" O.C. I I I ; 2" MAX TTT"' 1 "TYP. Z" M ! � 13 (2) 0.75"x0.15" WEEVETOLFS IN FRAME SILL, 3' FROM EACH IAMB 36"x72" ARCHED W/O CLIPS a NAIL FIN ANCHOR ELEVATION 7 N.T.S. EXTERIOR ELEV aaa.. NAIL -FIN ANCHOR SCHEDULE: d OR AN OR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR MOST STRUCTURE (Oo0.66 MIN WOOD): 1LED IN CCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. . 1114 WOOD SCREWS WITH 1-1/2° MIN. THREAD PFTIE'i17ATlDN DISTN FOR ALL ANCHORS TO CONCRETE Q TO HOLLOW BLOCK. D HEREI ATED I�'OWHERE ANCHO%gR OF RS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2' MIN EDGE DISTANCE Yr NSTEA DIN OMTHE END GRAIN OF WOOD HDOST' STAUCRIRE • 1/4" LAG SCREWS WITH 1/2' MIN EDGE DISTANCE u2` MIN. THREAD PENETRATION AND w 0015 NunX L, errnNeco; r.e t PEooass4p' ' 36.000' MAX FRAME WIDTH 36.000° MAX FRAME WIDTH -. (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) s' O Mqk 7 p �t 7' O.C. MAX, TYP. rn U ALLOWABLE Z�" 12 DESI N PRESSURES w $ O tLg +65 PSF 0 _Z gill nLr LATCH MAX L E�AOi�END MAX Z -70 PSF MAX'MAX L9 (Ij hem �z5 MAX V' �% MAX o L E—nc END 5 TILT LATCH � W ; spy+ ro ASSEMBLY, SASH LOCAL �x °d 2.CASSEME11 SASH CAM LOIX M & o 3" 3' z Y, LATCH LOCATED = Ei TYP_j__� 6,¢ FROM EACH END TYP f rn MAX9/a' FROM EACH END •+ (] v . �)[ �p _s -+-1/ ----- -------------------------- ----- iF-L- -9 o is MIRk FF--��-- MU ANCHOR SPACINGS SHOWN HEREIN ----------- -------------- ----- CLUSTER OF (3) ANCHORS APPLY T BOTH STANDARD AND ORIEL 2 AT ENDS OF HORIZONTAL, -� WINDOW STANDARD WINDOWS SHOWN HERE. / SPACED 3' O.C. c 2. THE FRA E SIZE, ACTIVE SASH D.L.O., AND z FIXED H D.L.O. OF SHAPED UNITS SHALL FIT B' O C Q X g O WITHIN E DIMENSIONS SHOWN FOR g Ut z RECTAN LAR UNITS ON SHEETS 5 AND 6. v MAX, TYP. N = REINFORCEMENT 0 REINFORCEMENT IN FIXED u IN FIXED rMEETING RAIL MEETING RAIL - AND VENT SASH, �p�� AND VENT SASH, 2 -4 �n/\B SEE SECTIONS \/1/�B SEE SECTIONS - re 6' MAX 6" MAX 2' MAX 2' MAX {}( $ 6° MAX 1 2 MAX, TYP. -4 6`-MAX 2" MAX r 12 t�YMAX, TYP. - MAX `b3{ SiE (2) 0.75'X0.15' WEEPHOLES IN (2) 0.75"x0.15' WEEPHOLES IN !$ FRAME SILL, 3° FROM EACH JAMB FRAME SILL, 3- FROM EACH JAMB 36"x72" HALF -ROUND W O CLIPS 36"x72" HALF -ROUND W/O CLIPS %1 THRU-FRAME ANCHOR ELEVATION rl"N NAIL FIN ANCHOR ELEVATION N.T.S. EXTERIOR ELEV N.T.S. EXTERIOR ELEV � 8 8 THRU-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: NAIL -FIN ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCH R LOCATIONS AND/OR SPACING. TO WOOD DUCK OR HOST STRUCTURE (Go0.66 MIN WOOD): S�U�REI 2. ANCHORS SHALL BE INSTALLED 1N CCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. • #14 WOOD SCREWS WITH 1-1/2° MIN. THREAD PENETRATION • 1/4° ITW CARBON STEEL TAPCONS THRU IX OR 2% WOOD 3. ENSURE MINIMUM 1' EDGE DISTAN FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN WH6iE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2" MIN EDGE DISTANCE. BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4• FRAMING ANCHOR SHALL BE LOCATED IN OF NOMINAL 2x (MIN) WOOD STUD O.e. 3/4' EDGE • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND Y MIN EMBED AND 1' MIN EDGE DISTANCE. DISTANC� IS ACCEPTABLE FOR ANCHORS T WOOD FRAMING). 1/2' MIN EDGE DISTANCE. •p S. WOOD ANCHORS SHALL NOT BE IN ALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE. s TO WOOD BUCK OR HOST STRUCTURE (6-0.55 MIN WOOD): 6. WOOD HOST STRUCTURE SHALL BE HiN PINE' G-O.SS OR GREATER DENSITY. • #14 WOOD SCREWS WITH 1-1/2' MIN. THREAD PENETRATION 7. ANCHOR RE IREMEN1Ii AS SHOW HERQN INCLUDING MINIMUM EMBEDMENT AND EDGE AND 3/4" MIN EDGE DISTANCE. DISTANCE, IXCLUD 6T000D FOAM liAI AND bT}iEt WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE CXIU'FoNS D�'T J HEREIN WITHIN THE HVHZ A ONE-TIME SITE -SPECIFIC • 1/4" LAG SCREWS WITH 1-1r2" MIN. THREAD PENETRATION AND NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE 10.-7,WN-001! 3/4" MIN EDGE DISTANCE. ODMPLIANCE OFFICE PRODUCT CONTROL D ION. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE E HVHZ THE BUILDING OFFICIAL MAY REQUIRE A ONETIME TO 16 GAUGE MINIMUM STEEL STUD: SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAIN�D OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, Mewimld SIGNED DATED AND SEALED BY A LICENS ENGINEECt R REGISTERED ARCHITECT, WHICH DETAIL AND • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD JUS PTHE DEVIATION. B ENGAGEMENT THROUGH STUD AND 1/2' MIN EDGE DISTANCE. 8. FOR SHAPES QUALIFIED HEREIN TH FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE IZo 11 RE MAXIMUMAS DISTANCE FROM W NOTE AHEC OM THE FUSION WELDS NOT EXCEEDING THE Ad 2 S. �I •B THAT FASTENERS ARE EXISTING STIADE UA7CTURE E W D FRAMING hEEMBBEERS NOT IINTTo�PLSYWOOAY D. FIELD VERIFY OO 10. OPTIONAL PRESSURE TREATI� W BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO L NOTE.- SEE ANCHOR ELEVATIONS FOR ANCNOR LOCATIONS. iH CAN LOCK SEMBLY, -CH LOCATED FROM EACH TILT LATCH LOCATED AT EACH END NrORCEMENT FAXED FETING RAIL D VENT SASH, SECTIONS - 1 (2) 0.75'XO.1S" FROM SILL TO SASH CLIP, WEEPHOLES IN TYPICAL BOTH SIDES FRAME SILL, 3- FROM EACH JAMB 52.125"x75" FRAME 1 STANDARD ELEVATION W/ CLIPS 9 N.T.S. EXTERIOR ELEV (IXCWDING NALL FIN OR SNAP-0NFLANGE) 48.50' MAX D.L.O. WIDTH ON FIXED SASH Sp ti = LA o O EN EN TLT LATCH XACH AT 0 EACH END = n m LY3 d 4 - --- - --------------- ---------- ----- O �z Q$� 4" FROM TO SASH HORIZONTAL Q.IP, X n TYPICAL BOTH SIDES d .J W B o �a O 0 REI o IN 46.00" MAX D.L.O. WIDTH ^ AN ON ACTIVE SASH / SEE 25' MAX FRAME WIDTH NAIL FIN OR SNAP -ON FLANGE) RI" MAX D.L.O. WIDTH ON FIXED SASH SASH CAM LOCK ALLOWABLE rASS LATCH LOCATED DESIGN PRESSURES O n = 0 r END FROM EACH +65 PSF J 0 G z -75 PSF © &'o n p � N - GLAZING TYPE (7 7/8"INSULATED LAMINATED 1/8° ANN 4° FROM TO SASH ONIAL z7 y 11/32• GAP 0.090" DUPONT SGP t7i OR PVB INTERLAYER TYPICAL BOTH SIDES -4 3116•ANN 1/8"ANN 2' 0 1/2' MIN. REINFORCEMENT LASS BITE 51c IN FIXED 3 © z0 MEETING RAIL DDOW CORNING AND VENT SASH, SILICONE ry % SEE SECTIONS EXTERIOR INTERIOR GLASS SETTING BLOCKS SUPERSPACER (85DUROMEfER) 7 BY EDGETECH 0" MAX D.L.O. WIDTH (2) 0.75'XD.1S- 1 8 4 ON ACTIVE SASH WEEPHOLES IN SEE GENERAL NOTES &5 AND S6 FRAME SILL, 3• 46 FROM SILL TO P, FROM EACH JAMB 3 GLAZING DETAILS MINIMUM BOTH TYPICAL SI SIDE 52.12 "x75" FRAME g N.T.S. VERT SECTION z ORIEL ELEVATION W1 CLIPS I EXTERIOR ELEV g j N.T.S. Apr-vdrmtt—Wbim�il wilt go =Wpl zof / 6' MA) 52 125" MAX FRAME WIDTH AX 6„ (EXCLUDING SNAP -ON FLANGE) MAX 8.345" O.G }- MAX, TYP. 6' MAX 6' MA) jDENOTES ANCHOR THROUGH FRAME, J d TYPICAL ALL SIDES p p TILT LATCH B LOCATED AT C EACH END SASH CAM LOCK a ' ASSEMBLY, LATCH LOCATED 6�/e" T w i FROM EACH END 1 I 1 u C --------------------O----------- ----- CLUSTER OF 6) ANCHORS AT ENDS HORIZONTAL, SPACED 3" O.C. II 3" " o c $ REINFORCEMENT `, IN FIXED i C MEETING RAIL AND VENT SASH, t SEE SECTIONS S 7 B O WEEPHOLES IN FRAME j -------------------- SILL, 3° FROM EACH JAMB 6" MA) MAX 8.345° O.C. 6" MAX 6' M MAX, TYP. 52.125°x75tt FRAME W/ CLIPS �s1 THRU-FRAME ANCHOR ELEVATION IVN.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTUREt • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4" MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (6=0.55 MIN WOOD): • M14 WOOD SCREWS WITH 1-1/2. MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-In" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE, TO 16 GAUGE MINIMUM STEEL STUD: • #14 SAE GRADES SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND I/2- MIN EDGE DISTANCE. ANCHOR NOTES: 52.125" MAX FRAME WIDTH r (EXCLUDING NAIL FIN) (`[ 2" MAX �y 7' O.C. 2" MAXMAX, TYP. 2" MAX r MAXT DENOTES ANCHOR THROUGH NAIL FIN, TTYPICAL ALL SIDES B' O.C. O MAX, TYP. TILT LATCH B LOCATED AT EACH END SASH CAM LOCK z ASSEMBLY, LATCH = LLOWABLE LOCATED NI Zd --------FROM EACH END------------- 'N PRESSURES j �E +65 PSF B" O.t g tS R -75 PSF NFORCE14ENT X MAX, TYP. M FIXED MEETING RAIL ,Z` AND VENT SASH, SEE SECTIONS ANCHOR SPACINGS SHOWN HEREIN WANDARD AND ORIEL WINDOWS. (2) 0.75.0.15" WEEPHOLES IN FRAME j SILL, 3' FROM EACH JAMB 2" MAX 2" MAX 2' MAX �- i A O.C. 2" MAX MAX, TYP. 52.125ttx75tt FRAME W CLIPS 2 NAIL -FIN ANCHOR ELEVATION 11 10 N.T.S. EXTERIOR ELEY NAIL -FIN ANCHOR SCHEDULE: .00ATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE (G-O.SS MIN WOOD).- DRDANCE WITH MANUFACTURERS' RECOMMENDATIONS. OR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. Y34 WOOD SCREWS WITH -1/2" MIN. THREAD PENETRATION HERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND MIN EDGE DISTANCE.1 1-1/ TER OF NOMINAL 2X (MIN) WOOD STUD (Le. 3/4" EDGE • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND IOOD FRAFIING). 1/2' MIN EDGE DISTANCE. LED INTO THE EIJD GRAIN OF WOOD HOST STRUCTURE. ENDS OF RADIUS OR ROUND TOPS SHALL BE FUSION WELDS NOT EXCEEDING THE -TING CONDITIONS MAY VARY. FIELD VERIFY SERS, NOT INTO PLYWOOD. .RS) SHALL BE ANCHORED PROPERLY TO 6" 52.125" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 8.345' O.C. MAX, TYP �1 I 6' 6" MAX MAX DENOTES ANCHOR 6" MAX THROUGH FRAME, TYPICAL ALL SIDES 9.57' O.C. 1 p MAX, TYP. OTILT LATCH p SASH CAM LOCK LOCATED AT d ASSEMBLY, LATCH LOCATED EACH END = FROM EACH END j LI w N gi oe NI �-------------------------------- ------ a D i `CLUSTER OF (6) ANCHORS. 3" AT ENDS OF HORIZONTAL, SPACED 3. O.C. b z X $� vi 4" FROM REINFORCEMENT � G HORIZONTAL IN FIXED TO SASH cup, MEETING RAIL O T- TYPICAL AND VENT SASH, J BOTH SIDES O SEE SECTIONS O N 3" FROM SILL TO SASH CLIP, TYPICAL BOTH SIDES / t 6" MAXI I I I L6" MAX 6" MAX 0.345" Of -4 MAX, TYP 6" MAX (2) 0.75-x0.15' WEEPHOLES IN FRAME SILL, 3" FROM EACH JAMB 52.125"x75" ARCHED W CLIPS 1 THRU-FRAME ANCHOR ELEVATION .5 li N.T.S. EXTERIOR ELEV ANCHOR NOTES: THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION F 2. ANCHORS SHALL BE INSTI STRUCTUREe 3. ENSURE GI 1' EOTE • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD OTHERWISE BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4' FRAMING AANNQiOROR SHALL BE FAO( MIN EMBED AND 1" MIN EDGE DISTANCE. DISTAW IS ACCEPTABLE FOR Al 5. WOOD ANCHORS SHALL N TO WOOD BUCK OR HOST STRUCTURE (O®D.BS MIN WOOD): 6. WOOD HOST STRUCTURE! 7. ANCHOR REQUIREMENTS I • 014 WOOD SCREWS WITH 1-1/2' MIN. THREAD PENETRATION AND 3/4• MIN EDGE DISTANCE. DISTANCE EXCLUDES STUCCO F • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND DIFFERENT' FROM THE CUNDTTIOf NOTICE OF ACCEPTANCE SHALL B 3/4" MIN EDGE DISTANCE. COMPLIANCE OFFICE PRODUCT 0 CONDITIONS DETAILED H&EEIN < NOTICE '% "CLEF TO 14 GAUGE MINIMUM STEEL STUD: SITE -SPECIFIC p SIGN IU5�fIFl� • 014 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD HE D�� .RI ENGAGEMENT THROUGH STUD AND 1/2• MIN EDGE DISTANCE. 8. FOR SHAPES D H 52.125" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 7" O.C. MAX, TYP.t---4 DESIGN PRESSURES HROUG SANCHOR THROUGH NAIL FIN, 65 PSF T j TYPICAL ALL SIDES -75 PSF MAX 0 12 O _ SASH CAM LOCK ASSEMBLY, LATCH LOCATED 9/A" FROM EACH END ALL FIT 10. OF 4" FROM \ HOR7., TOSASH OJP, TYPICAL BOTH SIDES 3" FROM SILL TO SASH CLIP, TYPICAL BOTH SIDES 2' MAX - 2" MAX TILT 19� TILT LATCH T LOCATED AT uj vim, EACH END REINFORCEMENT 55� IN FIXED B" O.C. ZS 0 MEETING RAIL L�, n w AND VENT SASH, SEE SECTIONS / 2' MAX L2"MAX 2" MAX �- 1 7" O.0 2" MAX T' T��MAX, TYP. (2) 0.75'x015" WEEPHOLES IN FRAME SILL, W FROM EACH JAMB 52.125"x75" ARCHED W CLIPS 2 NAIL FIN ANCHOR ELEVATION 11 N.T.S. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: IMENDATIONS. TO WOOD BUCK ORH69TS'TRUCTURE (W036 MIN WOOD): CLOW BLOCK • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION E OF WOOD STUD AND 1/2• MIN EDGE DISTANCE. ;I.e. 3/4" EDGE • 11V LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND >T STRUCTURE. 1/2" MIN EDGE DISTANCE. ENDS OF RADIUS OR ROUND TOPS SHALL BE FUSION WELDS NOT EXCEEDING THE STING CONDITIONS MAY VARY. FIEL 3 VERIFY M-PSI c 0 'M 89 11 EXISTING G-0.55 EXTERIOR MIN WOOD HOST FINISH BY OTHERS STRUCTURE Ir t•y, `+ WOOD ANCHORS. EXTERIOR ANCHORS PERTHRU-FRAME PER NAIL -FIN Ttit .. ANCHOR SCHEDULE o•' rOTHERS :! W. � EDGE +'�i /�/ NCHOR SCHEDULE (Q, `.c�. DIST. TER PERIMEDGE DI EXISTING HOST PERIMETER ,C�'''�""`'" EMBED.--� CAULK BY OTHERSS STRUCTURE CAULK BY+n' OTHERS MAX SHIM M MAX 1 SHIM INTERIOR OPTIONAL 7 _SCREEN (2) 0.75'xD.15' WEEPHOLES IN FRAME SILL, 3' 1 FROM EACH JAMB 114' PERIMETER MAX CAULK BY _,..,.,. • _. SHIN Fes . TV ' `pier. WOOD ANCHORS.^ MIN. PER NAIL -FIN'' •�.�.-' ! O ANCHOR SCHEDULE.'.r EXTERIOR EXISTING G-0.55 FINISH BY MIN WOOD HOST OTHERS STRUCTURE t'l'*N TYPICAL NAIL FIN SECTION 13 N.T.S. VERT SECTION INTERIOR NOTE: SEE AN OR ELEVATIONS FOR ANCHOR LOCATIONS ANP SPACINGS. SEE ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. OPTIONAL 7 SCREEN (2) 0.75'x0.15' WEEPHOLES IN FRAME SILL, 3' FROM EACH JAMB 21 1/a' MAX SHIM PERIMETER OPTIONAL CAULK BY PRESSURE OTHERS TREATED WOOD r*i BUCK BY OTHEERS ST EXTERIOR `:+ STRUCTURE RE FINISH BY ;y 1 -� ANCHORS PER THRU-FR OTHERS DG 1 � OR SCHEDULE 0 TYPICAL THRU-FRAME SECTION 13 N.T.S. VERT SECTION Whblbo EDGE INTERIOR EDGE DIST. MAX 6.875' FROM SASH END 6.875" FROM SASH END u4" D[ST. MAX TO SASH CAM LOCK CENTER 61, TO SASH CAM LOCK CENTER SHIM I E C EXISTING G-0.55 MIN 4 WOOD HOST STRUCTURE WOOD'ANCHORS���`: PER NAIL- FIN y� - = ANCHOR `• EXTERIOR FINISH L 7 3 BY OTHERS I PERIMETER CAULK BY OTHERS bS EXISTING HOST ]w 6 STRUCTURE— MAX SHIM ANCHORS PER 4 THRU-FRAME / ANChOR SCHEDULE EMBED. �r S EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS 4 EXISTING G-0.55 MIN `^ �•J L WOOD HOST STRUCTURE wrX Z Npp ^ * p ZW 5� I WOOD ANCHORS PER NAIL -FIN AN,CH9R SCHEDULE Z LmW1 8i mW 'Jn p NOTE: SIZE AND QUANTITY EP 3 BALANCE RODS MAYAY VARYVARY DEPENDING 7 L L EXTERIOR FINISH ON UNIT SIZE AND CONFIGURATION BY OTHERS TYPICAL N IL FIN PERIMETER `^""` z 1 SECTION A FIXED LITE 14 N.T.S. HORIZ SECTION L Y NOTB: SEE ANCHO ELEVATIONS FOR ANCHOR LLCTIONS AND SP FOR MINIMUM EDG C[NGS. SEE ANCHOR SCHEDULE DISTANCES AND EMBEDMENTS. OPTIONAL PRESSURE TREATED 6.875" FROM SASH END SASH CAM LOCK CENTER INTERIOR 6.875' FROM SASH END TO SASH CAM LOCK CENTER WOOD BUCK BY OTHERS EXISTING H03'f STRUCTURE 7 MAXMA SHIM LI 4 I AN PER 4 r1 THRU-FRAME ANCHHHOOORRR SCHEDULE EMBED.7� EXTEMOR VwV NOTE SIZE AND QUANTITY OF tlA, BALANCE RODS MAY VARY DEPENDING ON UNIT SIZE AND CONFIGURATION PERIMETER CAULK TYPICAL T RU-FRAME BY OTHERS EXTERIOR FINISH BYOTHERS !0-JWN-001 ----- - m OoamMnR wish tbz ti EXISTING G=0.55 MIN WOOD HOST STRUCTURE EDGE DIST. 1/4' MAX t7ltsHIM MIN. W 7 n y •� 42:T��_:.1:f �.•:. IOOD ANCHORS '-`K:': +` ram: ;. --'-----'----- - ---"---------- ---- - -- - - '----'--------------'- ....-,.--{.per PER NAIL -FIN HOR SCiEDIjLE ` �ti`i-'-r•K'''T�•''`�'�u OPTIONAL SCREEN EXTERIOR FINISH I E maugg BY OTHERS OT„E�`A"L" TYPICAL NAIL FIN. BY i SECTION AT ACTIVE SASH W/O CLIPS HORIZ SECTION iS N.T.S. NOT.: SEE ANCHOR LEVATIONS FOR ANCHOR LOCATIONS AND SPA NGS. SEE ANCHOR SCHEDULE FOR MINIMUM EDGE ISTANCES AND EMBEDMENTS. EXISTING HOST STRUCTURJ 1/4' SHMANCHORS PER////I MAX ANCHOR SCHEDULE/,/,//'//A—D FF EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS OPTIONAL SCREEN XTERIOR TYPICAL THR -FRAME 2 SECTION AT ACTIVE S .IS N.T.S. 1/4' MAX SHIM PERIMETER CAULK BY OTHERS O CLIPS HORIZ SECTION EXISTING G=0.55 MIN WOOD HOST W MIN . 4'" - •'WOOD ANCHOf `PER NAIL-FIPI •ANCH,OR¢CHEI EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS OPTIONAL PRESSURE TREATED WOOD BUCK BY OTHERS rEXISTING HOST I STRUCTURE i ANCHORS PER ANCHORSCHEEOULE EXTERIOR FINISH BY OTHERS pooredrr ooaply61�1Y1@�NM Dila b / By