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WS-10-656Inspection Number: INSP- 140936 Permit Number: WS -4 -10 -656 Scheduled Inspection Date: June 14, 2010 Inspector: Bruhn, Norman Owner: Job Address: 289 NW 111 Terrace Project: <NONE> Contractor: COLTRAIN CONSTRUCTION CO Building Department Comments REPLACE WINDOW & DOOR & SHUTTER Passed ‘--/c17 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cr---- June 11, 2010 Miami Shores, FL 33168- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360010380 Phone: (305)285 -6723 Page 4 of 29 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 289 NW 111 Terrace Miami Shores, FL 33168- 1121360010380 Block: Lot: BANK OF AMERICA NATL ASSC BANK OF AMERICA NATL ASSOC TRS C1239 E NEWPORT CNETER Drive DEERFIELD BEACH FL 33441- Contractor(s) Phone COLTRAIN CONSTRUCTION CO (305)285 -6723 CeII Phone Type of Work: REPLACE WINDOW & DOOR & SHUTTERS No of Openings: 5 Additional Info: WINDOWS Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $12.00 $1.60 $165.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Issue Date: 4/26/2010 Permit NO. WS -4 -10 -656 � Permit Type: Windows /Shutters e r� Vork Classification: Window /Door Replacem Permit Status: APPROVED Expiration: 10/23/2010 Parcel Number Phone Pay Date Pay Type Invoice # WS -4 -10 -37624 04/20/2010 Check #: 1439 04/27/2010 Check #: 1366 Amt Paid Amt Due $ 50.00 $ 115.20 $ 115.20 $ 0.00 Applicant Valuation: Total Sq Feet: $ 1,150.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment April 27, 2010 Date CeII April 27, 2010 1 54 •allfe* a. a, •••• tab ■■•=t,Igastrassa.......F............** I APPROVED BY DATE tSIRLICTURAL 1 ELECTRICAL PLUMBING tiAECHAN'OAL 81 DG. - .:LI,ALCT 10 COWLI,ANLE iH /IL d.A.NAl... Sl!',TE An COUNTY RULES AND ReGAMIONS BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village @MCIERV31 Building Department m API ?PT 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 " "` ' ' ••••••° Permit No. St 0 Master Permit No. (.40 Permit Type: BUILDING _ -- 91 C' W2.G1,& Owner's Name (Fee Simple Titleholder) Phone # q / Owner's Address City/ hi L 1 / /k State Ft Zip 3 373 3 9 Tenant/Lessee Name City Miami Shores Village County Miami -Dade FOLIO / PARCEL # j 2 1 3 G d 0 C, o 3E-0 Is Building Historically Designated YES NO Phone # Email ( Vr,../ t 6 Job Address ( w h e r e t h e w o r k is being d o n e ) 2 , 1 ' A/6 ' 7 ` G ( ✓`� �.� Architect/Engineer's Name (if applicable) Phone # Zip Flood Zone Contractor's Company Name 69 L (M /u) evit)S j /Zoc /2(.10 Phone # QS - ( PO Contractor's Address Ile-1 / , ij 1 ,3 M 3/ Y f City /4 State p (– Zip '3`3? Qualifier Name nfiel&C ea 4. 499) Phone # ®S 7,Z - Z I/ 72— State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail -?7o -2y 7? Value of Work For this Permit $ (1/5 Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration DNewair/R place L ❑ Describe Work: � 1ss. , byt )e -r.) .7 ��1d4 S t. �r cOd1 u�l -e rS t U (`, ca - ******** * * * * * * * * * * * * * * * * * *** * * * *** * * * ** F ees * * * * * * *, * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $53 CO Permit Fee $ / 0" 1 ■S °- 6 a4 CCF $ I.O CO /CC $ Notary $ Training/Education Fee $ 0.O Technology Fee $ 1- (i1 J Scanning $ latoo Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1) S 'p9 See Reverse side –) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ich occurs seve>j days after the building permit is issued. In the absence of such posted notice, the inspection will not . e proved and a rspection fee will be charged. Owner or Agent The foregoing instrument was ackno ledged before me this 15 day of who is p NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) , ,b /L (Cf , me or who has produced As identific on and who did take an oath. ENRIQUE CHAU * MY COMMISSION # DD952963 EXPIRES: January 18, 2014 Tin Budget Notary SNOWS Engineer Signatur Contractor The foregoing instrument was acknowledged before me thij$ r, /l1a / J _ ,0 day of j who ersonal Sign: Print: , i2tiaaadzz -c O/it() My Commission Expires: e or who has produced as identification and who did take an oath. asi ZP: , ENRIQUECHAU NOTARY PUBLIC: • MY COMMISSION # D0952963 Bonded TIou Soto EXPIRES: January 18, 2014 Plans Examiner Zoning Clerk checked T he following pages were originally attached to plans with the following permit # JON E S WIND LOADS CALCULATION w50 0 ;'`�,�Y fib; EXISTING RESIDENCE DOOR & WINDOW RENOVATION ,R : 289 NW 111th TERRACE MIAMI, FLORIDA COLTRAIN & JONES, ARCH. 535 SW 8TH STREET, SUITE 100 MIAMI FLORIDA, 33130 March 30, 2010 • • • •• 1 -• • f # 6,16":47 ••• • • • •••• •••• • • • • •••••• • • • • • • • •• • • • - a op h= 15 ft Mean roof high V= 146 mph 1= 1.00 ASCE 7 -05, table 6.1 Kh= 0.85 ASCE 7 -05, table 6.3 Kzt= 1.00 ASCE 7-05, section 6.5.7.2 Kd= 0.85 ASCE 7 -05, table 6.4 qh = 39.4 psf Gcp1= ± 0.18 58 NW 104 Street Residence Windows Wind Pressures ASCE7 -05 gtr_0.00256(Kz)(+zt)(Kd)(VV Area, ft 20 -Gcp -4 -1.05 -Gcp -5 -1.29 +Gcp 0.95 -Gcp4 -1.05 -Gcp5 -1.29 area, ft` 10 20 50 100 +Gcp 0.30 0.27 0.23 020 -Gcp1 -1.00 -0.97 -0.93 -0.90 -Gcp2 -1.80 -1.59 -1.31 -1.10 -Gcp3 -2.80 -229 -1.61 -1.10 Roof Design Pressure, psf ZONE 1 +18.9 +17.7 +16.1 +15.0 -46.5 -45.3 -43.7 -42.5 ZONE 2 +18.9 +17.7 +16.1 +15.0 -78.0 -61.7 -58.V • - 56.4 • ZONE 3 +18.9 • -A11.7 +16.1 rP5.0 -1tt3 -997 -70' • • • • •• • • •• • • • • • • •, • <• • • • ••_: • • • • • • • • • • • • • •• •• • • •• •• • • • • • • • • • • • •• • • '• •••• • • • • • • • • MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinneodeonline.eom NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 'C?RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade alit!" 'roduct r2i rol Division that this product or material fails to meet the requirements of the applicable bPjld j g code, This product is approved as described herein, and has been designed to comply with tlPltftlda Building Code, including the High Velocity Hurricane Zone. ••••• • • • • • •••• • • •• DESCRIPTION: Series HR-710 Aluminum Horizontal Roller Window-LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Wi idew, Impatt'a,• • sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealeln Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notici of Acceptaiao • : • number and approval date by the Miami Dade County Product Control Division. • • • • ; •••• MISSILE IMPACT RATING: Large Misaile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture. of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. 5:6P6' NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 • • • • • • • • • • • BUILDING PERMIT APPLICATION FBC 2001 ----- , Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical y Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Snores Ana_ S Phone # 7- Cg406 Owner's Address 1q-S- /U6 q/ S T City MS State FL_ Zip 33 / 38 Tenant/Lessee Name 4)/4 Phone # Job Address (where the work is being done) 136 /Ug 42. 5r City Miami Shores Village County Miami -Dade Zip ? Is Building Historically Designated YES NO Contractor's Company Name //94' G� G Phone # 3D nif ^z4 ©Q Contractor's Address 6bT N lD q® Sr City fYi M/ /�/� Qualifier s�w /note/ State Certificate or Registration No. 6 U C //q 9 Certificate of Competency No. Architect/Engineer's Name (if applicable) /0/ Phone # $ Value of Work For this Permit 2 460.06 Type of Work: ❑Addition ❑ Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: // iM1. - � % /VZ? S 1 z / iv A e,, �s� P (� ` Submittal Fee $ State Ft - ** ** *** * * * * * * * * * * *** * * * *, F ees * * * **** * * *** ** ** *** ** ** * * **** Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Master Permit No. Zip 33 /SD o MAY 2 3 2V25 Permit No. 10' 1 Square Footage Of Work: PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 - 10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4858 and FTL - 4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. • •••• • C. CALCULATIONS • • • :••• 1. Anchor Calculations and structural analysis, complying with FBC 20374, prepfrM by PGT Engineering, dated 10/26/06, signed and sealed by Robert L2 �,;1•, P.E... .. Complies with ASTM E1300 -98 and 02 • • • •••• D. QUALITY ASSURANCE • 1. Miami Dade Building Code Compliance Office (BCCO). • . • E. MATERIAL CERTIFICATIONS : . • . • • • 1. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNefx[oui IMO= 'mt • Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Jaime D. - u n, P.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 • •• • • • • Rend sr F.K. F.K. Drawn By F.K. • • ••■ • * • ••• GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW . :.• • • • ••• • • • 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • • • • • • • • • • • ••• • • • • ••• A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LIT, 1S8" HEAT $11jENG1 A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH ;N .090• DUPONT • BUTACITe ORSAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •• • • • •• ••• •• E. 716" LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE 15 3/1Q"Jf.AS SjResIC:HhED Gf.ASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 13: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEF. K. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1 /e ,a,IR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1,4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 06 XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. . 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Rated Br 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Data. Derr: 10/17/06 Deft 5/13/08 Dam: 2128/08 Revisions: 8 FEWdonr. A Checked Ely J.J. CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. 3/23/08 1070 TECHNOLOGY DRIVE NOILOMIS. FL 34275 P.O. BOX 1529 NOPOMIS, FL 34274 Visibly Better GENERAL NOTES Tift ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SedelAirelet HR710 NTS Semei 1 w 11 4127 -10 B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE 8-11 •12,64012•44 the Or Robert L. Clark. P.E. PE 839712 Structural 1/2" NOM. GLASS BITE 60,61,6 —► +-- 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER —ow 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 5/16" LAMI • • •• • • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/18" OR 3/8" AIR SPACE 1/8" OR 3/18" ANNEALED (MIN.) GLASS 13/16" NOM. •• • — • • • • • • • • •• • •__ • • 1/2° NOM. GLASS BITE v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/18" OR 1/4" AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. G ] EXTERIOR INTERIOR* (ALL SECTIONS) Approved a eroofb with W //X-- keroad Br Barad ar• Pk NO CHANGE THIS SHEET Rawal By- F.K. Data: bate: 10/17/06 Data: 5/13/06 8 Bev✓stmm: A drawn Br Data: Chaakad By Date: F.K. 2/28/06 J.J. 3123/06 ADD AIR SPACE DIM. TO LAMI 10 DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 PAGT Visibly Better GLAZING DETAILS TRW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sedesf eeodel. HR710 Saw Shoe F u l l 2 m 11 4127 -10 Raw B Robert L. Clark, P.E. PE 039712 Structural (XOX 1/4,1/2,1/4) DESIGN PRESSURES Rend 9y: -60.0 1 +60.0 - 60.0,1 +�0.g X0.0 , .=6 .:6A. , -60.0 +60.0 , -60 4 :4-613.6 1 : • +60.4:•-6 1 540 . +60.0 -60.0 $0. +6p.4 -sQ. o Revsd ay: F.K. RersdeY. F.K. amvn sr F.K. WINDOW WIDTH 84" 96" 106 3/8" 108" 111" UP TO 111" UP TO 111 WINDOW WIDTH 74" UP TO 74" bade: ow 10/17/06 oe.: 5/13106 oam: 2/28/06 A. 5/16" LAMI B. 5/16" LAM! C. 5/16" LAM! D. 7/16" LAMI E. 7/16" LAMI F. 7/16" LAMI - GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C, I D,E,F,J,K,L (OX AND XOI DESIGN PRESSURES GLASS TYPE A,B,G,H C, I D,E,F,J,K, L GLASS TYPES: TEST REPORT FTL -4858 (XO)9, FTL -4859 (OX & XO) - (1/8" A,.090,1/8" A) - (1/8" A, .090,1/8" HS) - (1/8" HS, .090,1/8" HS) - (3/16" A, .090, 3/16" A) . - (3/16" A, .090, 3/16" HS) (3/16" HS, .090, 3/16" HS) Revisions: 8 Rados; A checked err J.J. +60.0 +60.0 +60.0 +60.0 +60.0 26 " • -60.0 -60.0 -60.0 -60.0 -60.0 +60.0 +60.0 +60.0 +60.0 +60.0 REVISE DP TABLES TO ASTM E 130042 36" 36" -60.0 -60.0 -60.0 -60.0 -60.0 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. bee 3/23106 38 3/8" +60.0 +60.0 +60,0 +60.0 +60.0 38 3/8" -75.00 • • ••a • • • • •• •• • • • • •• •• • • • • • • • • • • • • • • • • • - ,- • • N2:4w:HE►4 S: - • 48" +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 60 5/8" 54" • •• • • • • • • •• •• WINDOW HEIGHT 48" 60 5/8" B Visibly Better • +60.0 -60.0 11 DESIGN PRESSURES 14R710 NTS +60.0 3 w 11 60" 60" -60.0 +60.0 -60.0 +59.1 -59.1 +60.0 -60.0 +55.5 -55.5 +60.0 -80.0 +55.0 -55.0 +59.5 -59.5 +54.0 -54.0 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 TABLE 1. +60.0 +56.0 +52.1 +51,7 +50.9 +60.0 +75.0 4127 -10 63 63" G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, ,090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, ,090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) -60.0 -56.0 -52.1 -51.7 -50.9 -60.0 -75.0 (XOX 1/3,1/3,1/3 DESIGN PRESSURES TABLE 2. WINDOW WIDTH • TO 86 7/16" TO 86 7/16" GLASS TYPE A,B,C,G,H,I D,E,F,J,K,L WINDOW HEIGHT 26" 36" I 38 3/8" I 48" 1 50 5/8" - I 54" 60" 63" +60.0 -60.0 +75.0 -75.0 60" 66" 72" A,B,G,H C, I A,B,G,H C, I +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75,0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75,0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75,0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +74.7 +75,0 +70.1 +75.0 +68,6 -75.00 -75.00 -74.70 -75.00 -70.10 -75.00 -68.60 +75.0 +75.0 +70.0 +75.0 +65.0 +72.1 -75.00 -75.00 -70.00 -75.00 -65.00 -72.10 63.50 TABLE 3. +70.8 -70.80 +75.0 -75.00 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT B 46 Robert L. Clark, P.E. PE #39712 Structural 25 1/8° MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES Date ReNabae: 10/17/06 B Dam: Revfebna: 5/13/08 A Date: e.heakeABy 2/28/08 J.J. T Rend By F.K. Revel Br: F.K. Drawn 9y F.K. DETAIL B - XOX (1/4- 1/2 -1/4) T._ 33 MAX DLO O FIXED NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 323!08 49 314" MAX. DLO FIXED 111" MAX. WIDTH C 74" MAX. WIDTPF DETAIL A - OX OR XO • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • •• • 33 9/16"" MAX. DLO VENT 58" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 • • ••• •• •• • • • • • • • • • • • • • • • • •I• • •• • • • • • • • • • • • B • • • • • •B • • • ••• • •• ••• • • • • • • • • • •• • • •• • • • • • • • • • • •• • • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 251/8° MAX. DLO VENT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 25 1/6" MAX. DLO FIXED 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) d� eempbluR obert L. Clark, P E. PE #39712 Structural Bonding Company's Name (if applicable) /WA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ag/Cr Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE • TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner o gent / Contractor The foregoing instrument was acknowledged before me this/ 7 The foregoing instrument was acknowledged before m me this 6 day of II / 20 , by ( A R tRA 6 o 3A , day of 20 OS,-by who is perso y known to me or who has produced r‘ Ph# who is perso y known to me or who has produced 2622 - 6s3 -� - - 8 �/As identifi and who did take an oath. as identification and who did take an oath. NOT ; PUBLIC: NOTARY PUB Sign: /J Sign: Print: Print: My Commission Expires: My Commissi * * * * * * * * * * * * * * * * * * * * * * * ** ** ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 * MARY PMfi Bi11 Diary Public Stolz 41000 tky Commission E M4 Commission a DD 104873 *80Aded2B3fr ;tiQf'tfitili '* g" n_8 DD 104873 Blokes Bonded By National Notary n. ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .i Plans Examiner Engineer Zoning SECTION C -C (VERTICAL SECTION) INTERIOR MAX VENT DLO INTERIOR EXTERIOR • • ••• • • • • • •• •• • • • .• • • • • • • • • • • • • • • • • • • •• • • • SECTION A -A (HORIZONTAL SECTION - OX) • • • • • • I••• MAX. FIXED DLO —ad MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) VIEW D -D (FRAME CORNER CONSTRUCTION) SEALANT OR GASKET AT HEAD AND SILL EXTERIOR 39 OPTIONAL O/, amid 5r: Dater RIMS By F.K. owe: 10/17/06 Reralmw: Revlaans 8 Rand Br Dek: Revisions: F.K. 5/13/08 A Cram Br: Date: Checked 5y yaw l F.K. 2/28/06 J.J. 3/23/06 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better SECTIONS rmc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT awaystoret HRT IO She mast Half 5 d 11 mow. 4127 -10 Raw B Robert L. Clerk, P.E. PE #33712 Structural rfFMi DWG REV DESCRIPTION MAT'L : .: Pty'# •'. 7 8 10 4137 4131 71298 A G B D B 1 2 3 4 6 ROLLER TRACK 13 4002 FLANGE FRAME JAMB 14 4134 GASKET FORMAIN FRAME SILL JOINT 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 SCREEN ADAPTOR 17 4054 FIXED MEETINGRAIL 19 4066 W STP.,.187 X 230, FIN SEAL 21 22 23 24 29 32 33 35 36 37 38 39 40 50 51 52 54 55 56 59 60 61 62 63 64 65 67 4102 A FLANGE FRAME HEAD 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8X3 /4 PH. PAN HEAD 4053 SASH STOP COVER (SASH STOP) 4136 FLANGE FRAME SILL SILL ADAPTOR WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD 4105 SASH TOP & BOTTOM RAIL 1683 W STP.,.250 X .270 BACK, FIN SEAL 225 -1 ROLLER HOUSING & GUIDE 226 BRASS ROLLER WHEELS 4128 HORIZONTAL ROLLER SASH TOP GUIDE 4006 SASH MEETINGRAIL 1235 W STP.,.170 X .270 BACK, FIN SEAL 1096 SWEEP LATCH 1016 #8 X .625 PH. FL SMS 4126 SASH SIDE RAIL 1683 W STP.,.250 X .270 BACK, FIN SEAL 7070 BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP 1224 VINYL GLAZING BEAD BULB (THICK) 1225 VINYL GLAZINGBEAD BULB (THIN) 4044 B GLAZING BEAD -5/16" W /GRIILKIT 4222 A GLAZING BEAD - 7/16" 985 C GLAZING BEAD - 7/16" W /GRILL KIT 4067 GLAZINGBEAD - 13/16" Rewdar. ote: Raveday. F.K. 10/17/06 - 85;21 Date. F.K. 5/13/06 mar F.K. " 5/16' LAMI (1/8" A, .090 PVB, 1/8" H " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) : Ravlelme: B ltevistens: A GLAZING BEAD • 5/16" mm: Checked ta Oafs: 2/28/06 J.J. 3/23106 6063 -T6 AL : 6063 -T5 AL • 6063 -T5 AL 6063 -T6 AFL • 6063 -T6 At 6063 -T6 AL• POLYPROP. 6063 -T6 AL i 6063 -T5 AL 6063HD -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE -CAST 6063 -T5 AL GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. • :612237 : •: :612244 : 7834AA • • 611136 • • • f.� •• ;6413/• : •6413?• 71298 • • 7@AD1626• • • X222$• : 7 :132R1K: ' /81MA 4 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHL2 44128N 64006 67S160 71096 7858 64126 616830 67070K 74078 "C" L OR R 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 CLASS, 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) " 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) " 13/16" LAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 118 "HS) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 1529 NOKOMIS. FL 34274 • • • • • • • • • • • 680 • 69• 70 71 72• 73 74 75 96 • Do 92 93 94 95 96 6Wc# GLASS • •y• "• . is 1 0 • I ,• 4 0 • • . •,,• i• • 4 , 10; 830 1631 1073 1624 1635 REVi DESCRIPTION 1 MAT'L 1 PGT# 13/16" LAMI IG- 1/8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1/8"HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090PVB, 1 /8 "A) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAM1 IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY W /RINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN 3105 -H14 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH ca Visibly Better PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seger/MOOet HR71O Seats. Sheer NTS 6 " 11 ftw 4127 -10 Robert L. Clark, P.E PE 1139712 Structural RomdBy: Dam: 1.73 �By: Dem• F.K. 10/17/06 Revad By Data F.K. 5/13/08 Dream Dy mt. F.K. 2/28/06 2.710 ' I 1 FLANGE FRAME HEAD #4102A, 6063 -T8 -►U- -.062 .490 I O SASH STOP #4025, 6063 -T5 .050 - - _ 1.098 �--� -{ J O GLAZING BEAD, 5/16" #40448, 6083-T5 (USED WI GRILL KIT) - - 1.349- 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 Revremro: .062 " � 9.183 .678 B NO CHANGE 77-1I8 SHEET Revisions. A NO CHANGE THIS SHEET c+eday Cram: J.J. 3/23/06 73 2 1. •• • �--- -- 2.710 • CD, FLANGE FRAME till • #4136, 6083-T8 • • • -+-1 1.081 �+ 32 SASH MTG. RAIL #4005D, 6063HS-T6 • •• •• • • • • • • • • • •••• .437 1 O HORIZ. ROLLER TRACK #4131, 8063-T6 1.187 . 678 1.096 55 GLAZING BEAD 7/16" #4222A, 6063-T5 • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 ••• • • • • • • • ••• • • • •• • • 2. • • ••• •• •• • • • • • • • • • • • • • • 52 • • • • • •• • • • • • • • • • • • • • •• • ••• • • •• • •• • • • • • • • •• .050 -+-• .678 1.115_1—.1 56 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) Visibly Better • • • • • • 1.187 FRAME SILL ADAPTER #4137,8083 -T6 17 FIXED MEETING RAIL #4054B, 60831-10-T6 291-1 SASH SIDE RAIL #4126, 8063-T5 Daemrpemr: EXTRUSIONS O SASH STOP COVER 3.90 4 #4053,6063-T5 I 1.383 .050 .678 1.096 -1 * -I 53 GLAZING BEAD, 5/16" #40398, 6083 -T5 .68 3 .050 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 1.097 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 7 d 11 1 -.0-1.513-.1 .040 .738 1 -■- 1.44 �-- 2.784 —e{ .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 4127 -10 Rer B Robert L. Clark, P.E. PE 539712 Structural ANCHOR QUANTITIES, XOX (114 - 112 -114) WINDOWS ;. .' .: 6 •' •Tt SLE,4 . 3IOTES: • • 1. ANCHOR TYPES: 0 • • • 1 - 1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: • A• /1 58° LAM) - (1/8" A,.090,1/8" Ail) • • B•5/16" LAMI - (1/8° A,.090,1/8 • • • • • C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) • • • "7/1 L AMI - (3/16" A,.090, 3/16" A) • 7/16" LAMI - (3/16" A,.090, 3/16° HS) HS) F. 13/1 " LAMI I IG -1 8" OR 3 6° A, 5/1 G. 13/16" LAMI IG -1/8° OR 3118° A, 5118° OR 3/8" SPACE, 5118° I..AMt - (1/8" A,.090, 1/8" A) • • • H. 13/16" LAM! IG -1 /8" OR 3/16° A, 6/16" OR 3/8 SPACE, 5/16° LAMI - (1/8" A,.090,1/8" HS) • • I. 13/16" LAMI 13 - 1 /8" OR 3/16" A, 5/18" OR 3/8' SPACE, 5/18° LAMI - (1/8" HS,.090,1 /8 ° HS) J. 13/18 LAMI K3 -1 /8" OR 3118° A, 3/18 " OR 1/4" SPACE, 7/18" LAMI - (3/16° A,.090, 3/18 " A) • • • K. 13/16" LAMI 1G - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS) L. 13/16" LAMI 1G - 1/8" OR 3/18" A, 3118° OR 1/4" SPACE, 7/16" LAMI - (3H8° H3,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3!4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: GLASS TYPE> ANCHOR TYPE &SUBSTRATE A,B,C,G,H,I • • D, E ,F , dK,L . ••• • • • 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD • 2, C(iN .. • • • 1•CONC • ZONES ZONES ZONES ZONES ZONES ZONES WINDOW St2E W • H_ HEAD & SILL Isawvr1 HEAD & SILL Isawvr HEAD & SILL Isawvr HEAD & SILL 1 sswi6P 4EAD& SILL • • • • • • sa rJ HEAD & SILL • • • • • • 53.125 x 38.375 48.000 50.825 54.000 x,000 63.000 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +02 +1 +C2 +1 +C2 +1 +02 +1 +�2 +44.2 +1 1+C2+1+02+1 1.C2i11 �i2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +02 +1 +02 +1 +C2 +1 +C2 +1 1+02+1+C2+1 +02 +1 +02 +1 +02 +1 +02 +1 u +C2 +1 +C2 +1 u +C2 +1 +02 +1 +02 +1 +02 +1 I +02 +1 +02 +1 u +02 +1 +C2 +1 +02+1 +02 +1 +02 +1 +C2 +1 +02 +1 +02 +1 ++, + itickci,G24 +C2iliC2 +� If(� w1 +(�2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C�+a1 ++ +43+1 +Q44:24 2 +$ +C2 +1 +C2 +1 +C2 +1 +C2 +1 +02+1 +C2 +1 +C2 +1 +C2 +1 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 +02 +1 +C2 +1 +02 +1 +02 +1 +02 +1 +02 +1 +02 +1 +C2+1 +C2 +1 +C2+1 +C2 +2 +C2 +1 +C2 +1 +02 +1 +02 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +2 +02 +1 +02 +1 +C2 +1 +02 +1 +C2+1 +02 +1 +02 +1 +C2 +1 +02 +1 +C2 +1 +C2 +1 +C2 +2 +C2 +1 +C2 +1 +C2 +1 � M +C2 +1 +C2 +1 +02+1 +C2 +1 W +C2 +1 +C2 +1 +C2 +1 +02 +1 I +02+2 +02 +1 I" I 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 i +C2 +1 +C2 +1 1 +03 +2 +03+1 1 +02 +1 +02 +1 1 +C2+1 +C2 +1 1 +02 +1 +C2 +1 1 +02+1 +C2 +1 1 +02 +1 +02 +1 1 +03+2 +03+1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +2 +02 +1 2 1 +02+2+02 +1 2 1 +C2 +2 +02 +1 2 1 +02 +2 +02 +1 2 0 X O PER JAMB 1 +02 +2 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +03+4 +G3 +1 3 • - ANCHOR QUANTITY HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1+02 +1 +02 +1 3 1+02 +2 +02+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2+2 +02 +1 3 1 +02 +2 +02 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +02 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +C2 +1 3 1 +03+2 +03+1 3 1 +02+2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +03+2 +C3 +1 3 1 +02 +2 +C2 +1 3 1+03+2 +C3 +1 3 84.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2+02 +1 2 1 +02+2 +02 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03 +1 3 f- 125 3/4° max. - I-+--3" MIN. 1 A co" witb Ws [il 1 !: '" r ' K- 7!' - ..._ if 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +03 +2+03+1 3 1 +02 +2 +C2 +1 3 1 +03+2 +03+1 3 9" REF. t 111 X_ 1 i 1 & 885 0 -- X 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03 +1 3 1 +03 +2 +03+1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 106.375x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +3+02 +1 2 1 +C2 +3+02 +1 2 1 +02 +3 +02 +1 2 1 +02 +3+02 +1 2 1 ---- ----._=-1 MTG. RAIL, EXAMPLE TYP.- / 1 +02+3+02 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +3 +03 +1 3 1 +C3 +3+C3+1 3 1 +02 +3+02 +1 3 1 +03+4 +03 +1 3 ® W/ QTY. OF (3) ANCHORS 1 +C2 +3 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C3 +3 +C3 +1 3 1 +03+3+03+1 3 1 +02 +3+02 +1 3 1 +C3 +4 +C3 +1 3 CLUSTER 1 +C3+3 +03+1 3 1 +C2+2+C2 +1 3 1 +03+3 +03+1 3 1 +03+3 +C3 +1 3 1 +C.2 +3+02 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX 1 +03 +3 +03 +1 3 1 +02 +2 +02 +1 3 1 +C4 +3+04 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +04 +4 +C4 +1 3 1 +03+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1+04+3+04+1 3 1 +04 +3+04 +1 3 1 +03+3 +03 +1 3 1 +04 +4 +04 +1 3 • 25 3!4° 1.000 x 38.375 "- 8 X 1 +02+3 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+02 +1 2 1 +C2 +4 +C2 +1 2 1 112" TYP. I+-3° MIN. 1 +C2 +3+02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03 +1 3 1 +03 +3+03+1 3 1 +02 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 1 11 i B 7,y L. Clark, P.E. PE#39712 Structural 9° REF. 2 1 2 0 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +02 +3+02 +1 3 1 +C3 +4 +C3 +1 3 1 +03+3 +C3 +1 3 1 +02+2 +C2 +1 3 1 +03+3 +C3 +1 3 1 +03+3+03 +1 3 1 +02 +3+C2 +1 3 1 +C4 +4 +04 +1 3 MTG. RAIL, TYP. . -~-.--- 1 +03+3 +C3 +1 3 .1 +C2 +2 +C2 +1 3 1 +04 +3 +04 +1 3 1 +04 +3+04 +1 3 1 +C2 +3 +C2 +1 3 1 +04 +4 +04 +1 3 1 +C3 +3+03+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +04 +1 3 1 +C4 +3+C4+1 3 1 +C3+3+C3 +1 3 1 +05+4 +05+1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Raved 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1829 NOKOMIS, FL 34274 P T ANCHORAGE SPACING, XOX (1/4-1/2-1/4) ram ALUM. HORIZONTAL ROLLER WINDOW, IMPACT agar F.K. � 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS timed By: F.K. Datei 5/13/06 A ADD SPACE DIMENSIONS GLASS TYPES 0 77-IRU L Visthly Better $B`1BIDlaadet HR710 "- NTS 8 a 11 ENO. 4127 - 10 g Drawn By: F. K. Dom; 2/28/06 t°recx°dar J.J. ��; 1 3/23/06 ANCHOR QUANTITIES, XOX (113 -113 -113) WINDOWS • • • • -741312450* • • • * ROTES: • • • • ANCHOR TYPES: Z. • • •.'1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: • it. 5/16° LAMI - (1/8" A,.090, 1/8" A) • • • BP5/16" LAMI - (1/8" A,.(190,1/8" HS) • • Ci5/16" LAMI - (1/8" HS,.090, 1/8" HS) • • • • D LAMI - (3/18 A,.090, 3/18" A) ft. 7/18° LAMI • (3116" A,.090, 3118° HS) F. 7/16" LAMI - (3/16" HS,.090, 3/18" HS) G. 13/16" LAMI 13 - 1/8" OR 3/16" A, 5116 OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8 A) • • • • • H 13/16" LAMI IG - 118° OR 3/16" A, 5/16" OR 3/8" SPACE, 5M8 LAMI - (1/8" A,.090,1/8' HS) • • I. 13/18" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/18" LAMI 10 - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16" A,.090, 3/18" A) • • •. • K.13/16" LAMI 13 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16 LAMI - (3/16" A,.090, 3/16" HS) L. 13/16° LAMI K3 - 1/8° OR 3/18" A, 3/16" OR 1/4" SPACE. 7/16" LAMI - (3/18" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS JAMBS; 8° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O ' GLASS TYPE) ANCHOR TYPE 8 SUBSTRATE A,B,G,H ..,: ... C,D�E,FsI, L • • • • • 2,3, WOOD Z CONC 1, CONC 2,3, WOOD 2, CONE PONES • • 1s c NO+ • �LOI�ES ZONES ZONES ZONES ZONES WINDOW SIZE W • Fn HEAD & SILL 0 0 JAMBS HEAD & SILL sewer Vl op 0 HEAD & SILL JAMBS I HEAD & SILL ta ` HEA &SILL - • • • . sewer N.. Q. z• • sewer 1EEgD & Su.L • • • • I sewer' y •• a0 0 .i _ • 48,000 x 38.375 48.000 50.626 54.000 60.000 63.000 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 ; i02f1+i`Aail +0E +1+E24 i0Q.11+CC) 1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 ; +(2 +1+C2 1 +C2 +1 +C2 +1 M U I mo + L.� +C2 +1 +C2 +1 + N U 1 +C2 +1 +C2 +1 I 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 c) 8 U e ▪ o +C2+1 +C2 +1 t•1 tai U +C2 +1 +C2 +1 +C2 +1 +C2 +1 1+C2 1+C2+1 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 1+C2 1+C2+1' +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 ; +C23 P +t24 is ; i +2 +4 +CZ +1 +C2 +1 +C2 +1+C2 +1 +ca +1 +02 +} 1+C2+1+C2+1 ; +C2 +1'+ + • •YCZi1+ i 53.125x 38.375 48.000 50.625 54.000 80.000 63,000 +C2 +1 +C2 +1 +C2+1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 ; +G2t'�te2 +' 417 1 +424 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 +C2 +1 +C2 +1 +C2 +1 +C2 +9 + +C2 +1 +C2+1 (0 6 + fi +C2 +1 +C2 +1 d 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2+1' +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 +C2+1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 +C3+1 +C3+1 +C2 +1 +C2 +11 +C2+1 +C2+1 +C2 +1+C2 +1 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 +C3+1 +C3 +1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1' 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 LJ 1 +C2 +1 +02+1 u 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 .. 1 +C2 +1 +C2 +1 „ 1 +C2 +1 +C2 +1 . 1 +C2 +1 +C2 +1 3 1 +C2+1 +02+1 . 1 +C2 +1 +C2+1 1+C3 +1 +C3+1 3 ANCHOR QUANTITY PER JAMB as c°tapl dm ' ., .' + : . Dab 4 - , r?'v " ; %. � - ,,- -- - �-..- - :>.;fA' • i 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 HEAD AND SILL QUANTITIES 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 2 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 3 1+C2 1+C2+1 2 1 +C2 +1 +C2 +1 3 2 1 +C3+1 +C3+1 1 +C2 +1 +C2 +1 3 2 88.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 A CLUSTER OF (33) ) A ANCH NCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3 MIN. O.C. ANCHOR SPACING) - 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1+03+1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +C3 +1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 '4.000x 38.375 48.000 Cr "" 1 C2+1+C2+1 2 +C2+1 +C2 +1 2 rC2 +1+C2 +1 2 1 +02 +1 +C2 +1 2 rC2 +1 +C2 +1 2 +02 +1 +02+1 2 C ( 25 3/4" MAX. — 0 -11+ --3" MIN 1+C2+1 C2+1 3 +C2+1 +C2 +1 3 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 +C2 +1 +C2 +1 3 +02 +1 +02 +1 3 +C2 +1 +C2 +1 a +C2 +1 +C2 +1 + 1 +02 +1 +02 +1 Q 1 +C2 +1 +C2 +1 3 +02 +1 +02 +1 ' +03+1 +03+1) 9° REF. 1 111 X E 111 0 1 X +C2 +1 +C2 +1 +02 +1 +02 +1 +02 +1+02 +1 1 +C2 +1 +C2 +1 3 +02 +1 +02 +1 +C3+1+C3+1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C3+1 +C3+1 1 +C3 +1 +C3+1 3 +C2 +1 +02 +1 +C3+1 +03+1 _y +C2 +1 +C2 +1 +C2 +1 +C2 +1 +03 +1 +C3+1 1 +C3+1 +C3+1 3 +C2 +1 +C2 +1 +C3+1 +C3+1 MTG. RAIL, E XAMPLE ® OF (3) ANCHORS lgggg • +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 +C2 +1 +C2 +1 +02 +1 +C2 +1 TYP.— CLUSTER W/ QTY. +C2 +1 +02+1 C2 +1 +C2 +1 +C2 +1 +C2 +9 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2+1 3 +C2 +1 +C2 +1 3 +C2 +1 +C2 +1 +C3 + } +C3+} 1+C3+1 C3+1 (SHOWN IN TABLE KEY ABOVE) •02 +1 +02 +1 +C2 +1 +C2 +1 +03+1+03 +1 1+C3 +1 +C3+1 3 +C2 +1 +C2 +1 +C3 +1 +C3 +1 .C2 +1 +C2 +1 +C2 +1 +C2 +1 +C3+1 +C3+1 1 +C3+1 +C3+1 3 +C2 +1 +C2 +1 +03+1 +C3 +1 25 3/4" MAX. 1+C3+1 C3+1 +C2 +1+C2 +1 +C3+1 +C3+1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C2 +1 +02 +1 3 +C3 +1 +C3 +1 2 +C2 +1 +C2 +1 +C4 +1 +04+1 +02 +1 +02 +1 —" '� 1/2" TYP. 1- + - 3" •C2 +1 +C2 +1 +C2 +1 +C2 +1 I -••" MIN. d _ Q" ° d - Robert L. Clerk, P.E PE #39712 # Structural E #39 1 •02 +1 +02 +1 C2 +1 +C2 +1 1 C2+1+C2+1 1 +C2 +1 +C2 +1 3 +C2 +1 +C2 +1 +C3+1 +C3 +1 9" REF. O X _ •C2 +1 +C2 +1 C2+1 +C2 +1 C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 +C2 +1 +C2 +1 +C3+1 +C3 +1 _ 02 +1 +C2 +1 C2 +1 +C2 +1 C3 +1 +C3+1 1 +C3+1 +C3+1 3 C2 +1 +C2 +1 +C3+1 +C3 +1 MTG. RAIL TYP. ® 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +03 +1 +03 +1 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 1 +03 +1 +03+1 1 +C3 +1 +p+1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3+1 3 1 +03 +1 +C3 +1 1 +C4 +1 +C4 +1 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Revsd Dale. Revisions: DmmfdUn• ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rev F.K. . Date: 10/17/06 Revisions. B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 M QBy F.K. � D" 5/13/06 Reti, A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better HR710 NTS 9 a 11 Ds"bgN°. 4127 -10 Rev B Drs°* Br F.K. Dste: 2/28/06 CAed,s"By. J.J. D* 3/23/06 (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED,•tHE OWNER' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL UNIT FEE ITEM UNIT SWITCH OUTLETS FEE ITEM SPACE HEATERS UNIT FEE ITEM BATH TLE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS ,,0061./ ` DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE !ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES - A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS_ COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSF0RI€RS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ' (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED,•tHE OWNER' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL ANCHOR QUANTITIES, XO & OX WINDOWS •!A13144 GLASS TYPE> ANCHOR TYPE> & SUBSTRATE WINDOW SIZE W V H 37.000 x 38.375 48.000 50.825 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 83.000 53.125 x 38.375 48.E 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 80.000 63.000 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 Rem, Br Rend By F.K. Ram, er F.K. Date: Date: 10/17/06 Date: 5/13/06 A,B,G,H 2,3, WOOD ZONES Q O _ .5 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3+1 1+C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 1 +C3 +1 2 +02 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 RerlsJ°ae: Ravttone: 8 Bo°bkae: A 03 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 3 3 p.m B Date: Cheated By: Data: F.K. 2/28/06 J. J. 3/23/06 2, CONC ZONES Q � J 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 3 1 +C3 +1 2 2 +C2 +2 2 +C2 +2 2+02 +2 2 +03 +2 1 +C3 +1 3 1 +03 +1 1n 03 2 3 3 3 3 2 3 3 3 3 3 2 3 1 +03 +1 1 +C3 +1 3 3 3 3 3 3 3 3 1 +C3 +1 2 1 +C2 +1 3 2 3 3 3 3 3 2 3 3 3 3 3 1, CONC ZONES to ets 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3+1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 2 +04 +2 2 +04 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +03+2 2 +04 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +04 +2 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 2 3 3 3 3 3 C,DEzI3K: • • • 2,3, WOOD ZONES o 1 e 0 0 1 +02 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +C2+1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +02+1 1 +02 +1 1 +03 +1 1 +03 +1 1 +C3+1 1 +02 +1 1 +02 +1 1 +03 +1 1 +C3 +1 1 +03+1 1 +C3+1 2 +C2 +2 2 +02 +2 2 +03+2 2 +C3 +2 2 +03 +2 2 +03+2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +C3 +2 2 +04 +2 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 2 +04 +2 2 +C2 +2 3 2 3 3 3 4 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO MASS TYPES G THRU L. 2, QONC : .Lam 1 +C2 +1 3 1 +C2 +1 ZONES ZONES m G :4 s . • • • 1440.1 1 +C2 +1 2: 1 +Cli1 3 1 +C2 +1 1+02 +1. 3, 1:C2-11 1 + C 24 1 3 :. C2 +t 1 +C2+1 :3: 1).c3 +{ 1 +C2$' 3" 1 +C3 +1 1 +C2 +1 1 +02 +1 3 2 +03 +2 3 2 +03+2 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +03 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +03 +1 1 +C2 +1 2 1 +C2 +1 1 +02 +1 3 1 +C3+1 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C3 +1 1 +C2 +1 2 2 +C2 +2 1 +C2 +1 3 2 +C3 +2 1 +C3 +1 3 2 +04 +2 1 +C2 +1 3 2 +03 +2 1 +C2 +1 3 2 +03 +2 1 +C2 +1 3 2 +C3+2 1 +C3 +1 3 2 +04 +2 2+02 +2 3 2 +C3 +2 2+02 +2 3 2 +C3+2 2 +C3 +2 3 2 +C3 +2 2 +C3 +2 3 2 +C4 +2 2 +C3 +2 3 2 +C4 +2 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3 3 2 3 3 3 3 2 3 1 +02 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 3 3 3 3 2 3 3 3 3 1 +03 +1 3 2 +04 +2 1 +C2 +1 2 2 +C2 +2 3 2 1+C3 +1 3 2 +C2 +2 2 2 +04 +2 2 +C2 +2 3 3 3 3 3 2 3 3 3 3 3 2 +C4 +2 • • • • • • .3I S: • • • M. ANCHOR TYPES: • 1.1d4° ELCO TAPCONS 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) •. B. 51161 LAMI - (1/8" A,.090, 1 /8" HS) • : C. TIC LAMI - (1/8» HS,.090, 1/8° HS) • D. 7//181 LAMI - (3/16" A,.090, 3/16" A) • • t. 7/46" LAMI - (3/16° A,.090, 3/18° HS) F. 7/16" LAMI - (3/18" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI • • H,16/16" LAMI 10 - 1/8" OR 3/18" A, 5/16" OR 3/8° SPACE, 5/16" LAMI • t • 13/16" LAMI 10 -1 /8" OR 3/18" A, 5/18" OR 3/8° SPACE, 5/16" LAMI - J. 18/16" LAMI 10 - 1/8" OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16° LAMI - :.. ,1'3/16° LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16° LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI • • • • PST Visibly Better 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: O ©�- ANCHOR QUANTITY PER JAMB 9" REF. 2 -1 /4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 8 3/4" MAX. --0-11--/-3° MIN. MTG. RAIL ed EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9 REF. MTG. RAIL 18 3/4" MAX. - �--1 1/2° TYP. -y- 11-3" MIN. 1 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS Tma• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sadeaMalet HR710 sme: sneer NTS 10 a 11 [tuft NO 4127 -10 Roy. B - (1/8" A,.090, 1/8° A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/18" A) - (3/16° A,.090, 3/16° HS) - (3/16° HS,.090, 3/16" HS) Dbert L. Clark, P.E. PE 639712 Structural • A 3K8I CONC. Raved By F./C Road ay F.K. b,evn ar F.K. 3KSI CONC. 1x WOOD BUC (SEE NOTE 3) Date: Data: 10117/06 Data: 5/13/06 Dare: 2/28/06 Reradona: Rotators 8 R°vWana: A ch.osaa J,J, Date: 3/23/06 DETAIL A DETAIL C A CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1 3/8 MIN. 1/4" MAX. SHIM a EXTERIOR INTERIOR [:)) (HEAD & SILL DETAILS) A CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" F SHIM MAX. • _ . 4 . ,° , • 1 3/8 M® 2x WOOD BUCK (SEE NOTE 3) 2x WOOD BUC (SEE NOTE 3) TYPICAL SILL SECTIONS REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. TYPICAL HEAD SECTIONS • • • • • • •• •• • • • • SHIM WOOD ANCHOR W/ #12 HEAD (SEE NOTE 3) (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) A OOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM fMAX. 1 3/8" MIN. A . , • A CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) IficT Visibly Better 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM • ANCHOR TO CONCRETE EDGE IS 2 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A j /4" SS4 CRETE -FLEX • • VILOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • IeTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 'S 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE •• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •4 FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF • 6063 -T5 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 WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. SHIM--•-.1 1 3/8" MIN. A Series/Moist HR710 DETAIL E 1/4° MAX. SHIM-0-1 (�- '1 #t lt!fFtitR?IYfi DETAIL F TYPICAL JAMB SECTIONS INTERIOR (BOTH JAMB DETAILS) EXTERIOR A nv 1 1/4° MIN. (1.5KSI CMU) OR : 1 3/8" MIN. (3KSI CONCRETE) 1x WOOD BUCK (SEE NOTE 3) Oefeafgart ANCHORAGE DETAILS rata ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half ShIlat 11 M 11 &Ewing No. 4127 -10 0211tE. 1� Robert L. Clark, P.E. PE #39712 Structural • • •• •• • • • • • • • • • • •• • • • •• •• • i*WOODIRNEHOR• 1 ••W /4 • •• (SEE NOTE 2 THIS SHT. AND NOTE 3 SFjTS -10) • • • • • •• • • • • • • • A••• 1 3/8'. MIN. DETAIL B 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 MIAMI•DY0►DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by. the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Brufclrnp Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w/ws'Sittelights - APPROVAL DOCUMENT: Drawing No. 5 -2105, titled "Series Wood Edge Glazed Xtggl'Outsv; uid $oor • up to 9'-0" x 6'-8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/20familia revisigi Rdated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing Ilia Miami "-Uncle County Product Control Revision stamp with the Notice of Acceptance number and efriffinfin date b•the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None Impact Resistant •••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sgeed following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 1216.09 and consists of this page 1 and 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.m iamidade.aov/buildinacode • • • •• • •••• • •••• • ' • • • • • • • • •• • NOA No. 07-0131.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page 1 • • Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -961W, dated 10/23/2002 signed and sealed by Ramesh C. Patel, P.E. • •••• • (Submitted under NOA# 02-1216.09) • • • :••• • • •••• • 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 •••••• • • • •• • • 3) Water Resistance Test, PA 202 -94 • • • • • 4) Forced Entry Test, PA 202 -94 • • • • • ••• • along with marked up drawings and installation diagram of Dooteltseries OXXO • • configuration Outswing and Inswing glazed wood edge steel door, prepared ly • • • • • Certified Testing Laboratories, Test Report No. CTLA -697W, dated C1/11/01, signed • • and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2(162 signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11 /2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 07 -0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638-03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02- 1216.09) D. E. F. 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS J9906660 - 001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02- 1216.09) •''' • .. •••••• ..:. 1. Anchor verification calculations and structural analysis, complying4ih FBC -2 ®04, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Frit9,Nie1M, Complies with ASTM E1300 -98/02 C. CALCULATIONS QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. None E -2 •••• • •• ••• • • •••• • • • • • •• •• • .. • • • • • .. •• • • .... • • •••• STATEMENTS 1. Statement Ietter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", approved .on 01/30/2003 and expiring on 08/15/2007. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 • • ••••• • • • • • • • • • • • 0£5112N PRESS1ME RATING WHERE WATER INFILTRATION r QU Dir iS NEEDED UANT TYPE WON SURFACE BOLiS WITH OUT SURFACE BOLTS SIMILE VI/NO SIDEUTES (!4 0X. X0. 0X0) +65 pet -65 psi +50 Pet -SO Pet DBE WINO SOFIRES (xX. 0104 l0% 01010) N/A +50 pet -50 psi PLINWKNo Steel 107' MAIL OA FRAME WIDTH 875° .125' 75' MULL. 21.125' MAX. OA WIDTH 12 -13-01 NTS BMW NCHEB 1. THIS 111 R iS DESIGNED ) *7 THE 2004 FLORIDA MOM 2005 & 2006 SUPPLEMIN 2. 2X MOOD BUCKS BY OTHER, *KIST BE ANCOfiED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE 1 PRODUCT ARCMS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION TRIG �A EMINENT 1D BASE MURAL SHALL BE BEYOND WALL 4. SEE TABLE 1 ON THE SNEER FOR DEEM PREP RATINGS. 5. RS PRODUCT NEE THE WATER REQUATIENTS FOR 9M12 ZONE& SEE 711E DESIGN PREP CHART BELON, MO 6. RESIS SHUTTERS. REQUIE MiAMI-DADE APPROVED IMPACT 7. SWEIRES ARE AN OPTION AND CAN BE USED W A SINGLE OR DOUBLE CONFIGURATION. 8. A LOAD DURATION iNCRFASE 1N ALLOWASE STRESS iS 11360 IN DESIGN OF AC HORS PITO W000 OILY. 0DOW1t5FF 24 (o o � AA wsIM 620 average minimum yield nth Fy(ave.) ® 47,575 psi. Jt1D- • , polystyrene with 1.0 to 1.25 Bald dens*. by Ilgar_eplUgpiratkm The active and :nacdia panels are constructed from 246E (0.020' mkt) galvanized steel. The face sheet bops and bottoms are bent SW over the top and bottom ras. The top red consists of L t measung 1.67' x 1.0" high. The bottom ra4 Is rolled formed 0.021 galvanized steel measuring 1.67 wide x 1.21' high w/ a 1.645' x 3' long x 0. 831' piece of pressed fiber board In the COMM of the steel bottom which s butted to the side stiles & secured w/ (1) 0.5' x 2' wire state at each carter: Tiro sides of the face sheet me roil formed onto the LW. hatch stile and Ponderosa Pia hinge stile which measure 1.67' x 1.0'. The interior cavity ls filled with polystyrene. The face sleets are glued to the polystyrene. The panels are routed to receive the OG. & Trinity Lite Frames. The Me frames are wet glazed an the interior. The units ore glazed w/ 0.125' tempered gloss. Fared SMeste • Parma Canals The sash I constructed from 240%. (0.020' min.) galvanized steel The edges of the face sheet are bent 90' over Me polystyrene core and glued to it. The &eke panels are routed to receive rbdty Lite Frames. The E. frames a e wet glazed on the Merles and exterior. The unite are glazed w/ 0.125' tempered glass. apilagshatlas The frames are constructed from Ponderosa Pine jambs wide measuring ttbutt too ' side 4.363' deep. The head lambs ore matlsed and Jambs and attached .Wn (3) 16C A. 2' x 7/18' Gown wire staples. The wilts use an aluminum bump fats Pernlro threshold rneasu ng 4.041' deep x 1' high. The threshold le attached to the frame with (3) 18GA. 2' x 7/16' crown wire staples 4 5 6 7 TA& EO FG0NT61R8 DESCRIPTION GENERAL NDTFS Af87 TYPICAL ELEVATIONS VFRTrriu{I SECTIONS AND BILL OP IMTEH8ALS HODZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOiES ANCHORING LOCATIONS AND DETAILS ANCHORING LOCATIONS AND DETAILS 41AT7MG DETAILS 8 UNIT COMPONEVIS 80' AWL PANEL HDGIT 81.25' MAIL OA FRAME FEW 81.25' MAX OA FiLUE HEGT .875' iIP. .625' .875' TIP. .63 80' WUL 0A PiN FOEIGfT TABLE 1: 74.5' MAX 0A FRAM rDTH .125E • 36' MAX. 0A PANEL WIDTH • . • 36.625' MAX. 0A PANEL WIDTH W /ASWRAcu 37.75' MA 1. 0A FUME NTH 36" *BC 0A PANEL W1D1H • • .•. • • • •• •• •. • • • •• •• • 83. 25' MAIL OA D.LO. HEIGHT • • • • • • . • . • • • • MANE OWSNING UNIT 007) IBEWED END lM1ERIOR 8D° AWL 0.4 PANEL HEIGHT 81.25' MAX. FINE HEIGHT $1NGLE OLRSWING WILT (17) .625' ISNITD FRDM 05651QR • • • • • •.• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • ••• • • • •• • • •0LA • ••• •• • 4 HEIGHT 81. ,1 MAIL 0A FRAME HEIGHT .63' .75' TIP. 80' AWt. 0A PAAwf.. HEIGHT 70.25' MAX. 0A FRAI4E WIDTH .75' MULL. BAR TiP. 36' MAX 0A PANEL WIDTH L01( t Fled* P. E. Ns. . US 1535 Monsen Flertdo 32955 Strust, Suits C25 F'BIE Cane•N. at M8•Naelmn ttti. UO33 15.5' MAX. 0A 110607E FRAME WIDTH 14" MAX. 0A PAIN. RIM 6' MAX. OA 0.1.0. WIOiH 63.125' MAX. OA 01.0, HEIGHT SIDEUTES 0 15.5' Ma 0.14, 31QEUTE FRAME WIDTH 14' WUL 0A PANEL WIDTH 8' MAX. OA D.L.O. 63.125' AWL 0A D.L.O. HEIGHT CIE OUISWAVG UNff 5 15051 056R1R Rome: 327 66 90 - 788 Fax: 321- 690 -i789 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 !Wand Division e 1 h 0 tiiNt 4 1: hi I " f Rk SCALD Prepared Hp DWG. w3Y: re ` kl ; mat win: RW on ENE NO.: S-2105 . 0( 2. muter �� 1.50" MIN. 0.25" EMB. MAX. SHIM 81.25" MAX. FRAME HEIGHT 1.25" MIN. EMB. EE DETAIL 5.•" ON SHEET 5 SEE NOTE ON SHT. SEE NOTE 2 ON SHT. 4 2 4 INTERIOR .s IEEE= FOR OPTIONAL 1/2" & 1 I.G. SEE SHEET #7 2.5" MIN. EDGE DIST. VERTICAL CROSS SECTION WITH BUMP THRESHOLD 1.75" MIN. PANEL THK 0.125" MIN. GLASS THK. 80.0" MAX. O.A. PANEL HEIGHT 0.625 CONCRETE/ MASONRY BY OTHERS 0.25 MAX. SHIM 81.25" MAX. 0.A. FRAME HEIGHT 1.00" MIN. EMB. 1.50" MIN. B. EE DETAIL ON SHEET 5 SEE NOTE 6 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 1.75" MIN. PANEL THK. 0.125" MIN. GLASS THK. MRS FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET #7 .75 2.5" MI MIN. EDGE DIST. • • VERTICAL. CROSS SECTION kV A SIDELITE SASH • • id NOTL • • "ON *WI. 4' • • • e • • •• •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • SEE NOTE 3 ON S .4 • •• ••• 80.0" MAX. O.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS • •• • • • • • • •• • Ural i4.7-7r01.,11 .. •1 'rr77 : h ral e . lr "._ f 11 P�Z FNGER JOPRED PONDEROSA PINE i e ❑ 1, n _ _ ]lcid7; .•itcul ?T:P +^4]� ,ii.. , £ I '. t� �. �. 7r PONDEROSA _ -->♦ atm • •.h+ .,t; 4. a xtel Ct G!i!; IM1111111111111111 - rna 4111.7 1111 E.I.VM110 1:11 c23 y, NAP FTa*P# iiriV747► f=ry*,*) arta MIR z t;, c: c. _ �. • L . t_ Yom:. 7, , r ! J � t /- - 2 r101111W 1'"�•L �� 7E q •R1 •hrii�.'l Et � l �...1 � tY!1: i.ts'`• 71 �L�•]yiy y3. `l )ErAstl .L�r ' IE, ' 7 I 1 �..�.a r .Lt _X. 7 YIX71� 1 �•ra r x,. " _ r j7 rwra s, 1 .• r Q7 t, 1�3 x; yraa • � � DEADBOL NOP OWN YIC 1` 1(�)i'i1 r1 lffiTEi: 4 71�i33_� 1:11 7 : 11 ill 111[1 ®1 . 1111I1 11111142. ��.' fl7 {.?ll iFY r 1111111 E+ 7Lrz�7'% �76F ]i�i�'r..ra[a:r•rslt:�t[>�?7� 1111Uil r7a MEJE:y,.sALI Iy?« SHEET 24GA r • i v- 1 n.' *Al r. u2112 �1- 4A11 L?;11 r POLYCOM PP �- 3 -y� 93 30 �• 0 � C13)♦LaTiki it a �7 uy 1X5 4 lf17r/•rm.%a1 kL-_ 'ri✓a=.i'jg ),' ..•75 1E7 r ,_l ,_ a -. t ]7 MIIIMMINIIW. UJZiir• U.m :1111R CFI 0.; 421 ..tt-111111.111.111111111M7 IA_ I / �r7. TTj r Y . - ..I:� 1.7�{Y' •T( - 71 I Z 1 to l tl Iii f 1{� 1.[lr, ETIIYt I7r tTt rX :L4 e . 7:1 751712 Kr.11 nai:= _"'.r]_raL?!i .c✓I1i..1 Xr rTFi3clf la r �:'.[•1�� 1101 .. 2•111 m r :.,.111. iref' ^ 4 7 : • 7. tea 1 f 1_�:117iiL�`l�u. n Lim 2_ • Ll • • u•.. - •u •�: . •h e y � r �� :t,•r � :m � M 51,1 WOOD t Witt . Erb Nett • Florida P. E. No. 41323 Pre. LLC 1835 2 955 Rockkohs. Robb POPE C•ttleaA of Ammon No. 25935 By Prepared 6y: ri` PTC. LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 MODUC t '1tS D •. camptyr 6 w;ti tta flan ls3 Budding t^,o4c Acceptance No - .0 Date •.11I -7t:- I g g Id lid 11 ffi / SMEt 12 -13 -01 Scab N.T.S. ova art ISLN • st RW DEMING NO., S -2105 : OF O SEE NOTE 4 ON SHT. 4 ••■• .41 • i • ' SEE NOTE 2 ON SHT. 4 2 1.50' MIN. EMBED. FOR OPTIMAL T /2' & 1' LG. SEE SHEET 17 1.75' MIN. PANEL Mt 0.25' MAX SHIM INAGRIE SEE DETAIL 5 ON SHEET 5 SEE NOTE 4 ON SHT. 4 HORIZONTAL CROSS SECTION LATCH JAMS TO SUCK SEE NOTE 1 ON SHT. 4 FOR OPTIONAL 1/2" & 1' L G. SEE SHEET 17 HORIZONTAL CROSS SECTION At IMPERIAL ASTRAGAL SEE NOTE 2 ON SHT. 4 ACILME • • • • • • • ••• • • • • • • • • • • • • • 010 • • • • • • • • • • • • 1 • • • • .• • • • • 0.125' MIN. • GLASS THK • . • • • • • ▪ • •• • • • • • • • • • • • • • • • • • • • • • • • .. • .1.75' MT N. PANEL THK. SEE NOTE 2 ON Siff. 4 HORIZONTAL CROSS SECTION HINGE JAMB TO SUCK FOR OPTIONAL 1/2' & 1' I.G. SEE SHEET 17 0.125' MIN. GLASS THK SEE NOTE 2 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 &WILE 0.25' MAX. SHIM 1.50' MIN. EMBED. ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31' DIA. x 8.0' LG. AT TOP & 801TOM SEE NOTE 7 ON SHT. 4 rn HORIZONTAL CROSS SECTION SURFACE BOLT MOUNTIN to(yan Memo F o Mdo�P. S. Nis 41323 PTC, 1.111 1535 dded Florida Streak Sults C25 FM Wreath, of Aulh•1ct•• N0. 2 .16 Prepared By Arm'. FRC, LW Phi 321- 690 -1788 For 321- 690 -1789 PRODUCT REVISED as complying with the Florida Building Code acceptance No 0 Expire.. Date � l (t✓3 ' / 1 0 MTE 12 -13-01 SCAM N.T.S. DEG. BY; 1' Ca cwc. RW INUTIVO NOa 5 -2105 WLN s siitEr oF SEE NOTE 4 014 SHE 4 ees soseee Gem 4 - -1 SEE NOTE 3 ON SHT. 4 000 00 seme;1 MODUCTRE as com pl ying with the Florida E c pexp l, VISED ceptan o t Product Control VA/ 07 IrA DATE: 12 -13 -01 EDAM N.T.S. DM. BY: WLN P. FOR OPTIONAL 1/2"& 1'LG. SEE SHEET p SEE NOTE 6 ON SM. 4 0.75' SEE NOTE 5 ON SILT. 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 2® 014 SHT. 4 Ab rat H CJA B NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM THE 1)P DOWN & THE BOTTOM UP; 1.0, 2.5', 4.0", 5.5', 13.0. 18.0' & 28.0 ". 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PIASCREW IS .4S FOLLOWS: TOP & BOTTOM. HORIZONTALLY. FOR BOTH DOOR & SIDEUTE PANGS; 3.0" IN FROM EACH CORNER, ONE IN CENTER. QN THE SIDES. VERTICALLY. FOR 80TH DOOR & SIDQQE PAWLS: 3.0; 13.0", 26.0; 39.0", 52.0', & 3. SPACING FOR ITEM 131, THE 160A. x 3/4 BRAD TRW NAIL ATTACHING THE 3/8' QUARTER ROUND TO THE SIDEUTE & ITEM 159, THE 16G4. x 1' BRAD TRW NAIL ATTACHING THE MUWON CAP TO THE MULLION IS AS FOLLOWS: TOP & BOTTOM HQ!ZONTALLY (FOR_ J/8" QUARTER use 1.25' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. QN THE SI IS VERTICALLY; 125' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD 5. SPACING ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 SIJCONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG 7 . WHEN ATTACHING THE HINGE TO THE JAMB AND sum USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB MO SIDELHTE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: 0008 UTEFRAME FROM THE 10P DOWN • VERTICALLY: 3.25", 10.625", 18.0625", 25.4375. 32.8125', 40.1875', 47.625', 55.0' & 62,375' 000R UTEFRAME TOP & BOTTOM. FROM RIGHT TO LEFT; 325° 11.875' & 20.375'. SID€LRE UTEFRAME FROM fl TOP DOWN VERTICALLY: 3.25'. 16:0825; 32.8125; 47.5625" & 62.625". SMITE LITEFRAME TOP & BOTTOM. FROM THE LEFT; (1) AT 4.4375 " 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERH57T S CAN BE USED " UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 1 16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. ••• • • • • • • • • • • • • • • • • • • •. • • • • • • •- riiRI01I• • • • • • • 0.iag' GLASS THK. INTERIOR FOR OPTIONAL 1/2'& 1 "LG. SEE SHEET 17 • • • ••• • • • • • • • • •• • • • • • • • • • • • i • • • • • • • • • • 'NNEL� TNk. SEE NOTE 2 ON SHT. 4 1.50' MIN. EMBED. SEE 140TE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL, CROSS SECTION AT SIDELITE TO HINGE JAMB NOTE 3 ON SHT. 4 SEE NOTE 2 ON SRO: 4 SEE NOTE 6 ON SHT. 4 SEE DETAIL 5 014 SHEET 5 0.25' MAX SHIM 0.125' MIN. GLASS MK. 0.75' FOR OPTIONAL 1/2" & 1" I.G. SEE MEET 17 EXTERIOR 1 INTERIOR HORIZONTAL ROSS SECTION AT SIDEUTE TO BUCK SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHE 4 FOR OPTIONAL 1/2' & 1' LG. — SEE SHEET 17 out 8Y RW DRABWO NO S -2105 4 ox 1 L i _ LT -.-1 1 T • • TV. SEE NOTE 5 ON TYP TYP 1 i 1 r 1 I �I 3" TYR 11'P �I I— - -1 r TYP. 81.25" MAIL OA FRAME HEC HT SPACES 0 13.85" 5 QFTAI. 1 - 0 HEAD JAMS -ASTRAGAL STRIKE PLATE 6" Tr. 74.5' MAX OA FRAME WIDTH r SEE DETAIL 7 /- ON SHT. 6 SEE NAIL 1 ON THIS SHT, Dome DOS teTHOLTT � F iNT£ ANCHOR LOCATIONS 7.375' TC 31' 3 ' - -I 7" TM. 12.125' TYP. SEE DETAIL. 2 ON THIS SHT. SEE DETAIL 6 [ONSHT. 81.25' MAX. 0.A. FRAME HEIGHT • • • • • •.•. • •• • • • • • • DETAIL 2 - ® THRESHOLD DETAIL 3 - JAMB DETAIL 4 - 0 THRESHOLD ASTRAGAL STRIKE PLATE SURFACE BOLT STRIKE PLATE SURFACE BOLT STRIA PLATE • • ••. • • .• .• • • • •• • • • • • • • • • • • • • • • ••• • • • • � • • • • • • ▪ • 4.5 • ••• • 3 TYR. • • • • • • - • • • • • • •• • • • • • • • 3"111 SEE NOTE 10 ON SHEET 4/ / • ••• .• • • • 70.25" MAX. 0A FRAME WIDTH SEE DETAIL 3 ON 'THIS SHT. .15' MIN. C -SINK. •\ COUNTERSINK FOR TION ANCHORS SEE DETAIL 4 ON THIS SHT. SINGLE DOOR WITH SIDEUTES A NCHOR LOC47 ItiONLESOLINERKE Lt, itt tan Edo S. NNW Florida P E. No. 41323 1538 Cogswell Street, Sorts C25 R.oa dgL r77etw 32955 POPE swags* at wlaodml•s 110. 26Me SEE DETAIL 6 ON SHT. 6 Prepared R Al—s` Ram 321 � -1788 For 321 - 690-1789 PRODUCT REVISED as complying with the Florida Building Coda product Control antFs lth 42% gi Pi 5 1 1 a a to 12 -13-01 sate NT.S: G. BY: WLN out all AV 0551840 rag S -2105 elm J. of _$ MOODY# ELECTRIC, INC. www.moodyelectric.com 669 N.W. 90 Street • Miami, FL 33150 -2166 Tel: (305) 758 -2000 Fax (305) 754 -1333 Proposal Submitted to: Shores Plaza East Condominium Association 745 N.E. 91 Street Miami Shores, Florida 33138 Attn: Robert Gonzalez Tel/Fax: 305- 759 -9069 Job Name: Miscellaneous Electric Location: 736 N.E. 92 Street Miami Shores, Florida 33138 Job Description: (To be scheduled in Jnne ) 1.) Furnish and install a new 3 -gang vertical meter stack with three (3) 60 -amp main breakers. 2.) Furnish and install new 3/0 copper wire in existing 2" riser pipe. 3.) Furnish and install new load gutter to re-tap all existing subfeed wires. 4.) Furnish and install new house breaker box for hallway and outside lighting. 5.) All conduit, wiring and fittings included for a complete installation. QUOTE: $2,100.00 Notes: 1.) Patching and painting by others. 2.) FP &L coordination included. Power will be off for approximately 8- hours. 3.) Permit fee is cost plus $75.00 in addition to above quotation. 4.) Any additional services required by the Authorities Having Jurisdiction will be considered a change to the scope and will be quoted as a change. PROPOSAL January 17, 2005 WE PROPOSE hereby to furnish material and labor - complete in accordance with these specifications for the sum of See Above Payable as follows: Due Upon Completion In the event customer fails to pay this proposal when due, Moody Electric, Inc. shall be entitled to recover all costs incurred including attorney's fees for services rendered in connection with collection of payment of the debt as evidence by this proposal or enforcement of Moody Electric Inc.'s rights provided under law. NOTE: This proposal may be withdrawn by us if not accepted within 30 days. QUOTED BY: Barney Moody Moody Electric, Inc. Signature Acceptance of Proposal - The prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work specified. Payment will be made as outlined above. f 0 i Signature Print Print Page 1 of 1 MAIL FIE OA. 1t7 FRAME HEIGHT • 5 SPACES 0 13.85' 4.5" �- 3' 1YP. -- 3 " - � TYP. F-- J' TYP. —� �- h._ 3" TYP. HINGES TO & DOOR 107' MAIL OA FRAME WIDTH 8" TYP. 6' TM. 3" TYP. I1I • • •i .u • • 1 t 5.5"1 36.625" III 3 1Y/ -�! IF- 7 TYP. +J -- ( SEE NOTE 7 ON SHEET 4 1 SEE NOTE 5 ON SHEET 4 SEE DETAIL 7 ON THIS VT. SEE DET 2 ON SHEET 5 Mua�E ODOR WITH sk ANCHOR AM6 _s VIEWED FROM INTERIOR SEE DETAIL 1 ON SHEET 5 11.125' 3 TYP. 1I --I 7' TYP. 1.625' TYP. DETAIL 7 STRIKE PLATES TO AST1VGAi. L 7.375' 31' 31' • • • • • • ••• •• •• • • • • • •• • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • ma • • • • • • • • • • ON• Sit,' • • • • • • ••• • @N SHEET 5 ••• • ■ • •• •• • 6' TYP. • • • • • • • • •• • •• • • • • • • ••• • • • DETAf! 8 STRIKE PLATES TO JAMB 36.625" 6 I SPACES 0 11.54" 8125' SEE DETAIL MAX 8 ON THIS OA -I- -i ( FRAME . HEW 5 • 5 I 1 r ..... SEE NOTE 4 ON SHEET 4 37.75' MAIL 0.A. I FRAME WIDTH - I 31' 3" SEE DETAIL 4 ON SHEET 5 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR to 14 In Er10 WINE Florida P. ¢.1323 PE. uc 1535 idedya Florklo 321E5 PIK Ce6rtMt• • 99dt•1•oeon •a. SEE DETAIL 6 7.375' ON IRIS SHT Prepared By: 41/ aim PTA LW Phones 321 -680 -1788 Far: 321-690-1789 PRODUCT REVISE Florida m complying with Building Code Acceptance NO a Product Control By Division s, 11,ra e 18 e 1 1 amp 12 -13 -01 SC, N.T.S. Oft 8Y WLN OK er: RW yea.: S -2105 saw LofL • • ••• • • • ••• • • •• •• • EXTERIOR INTERIOR GLAZING DETAIL ODL. LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS W/ 1/2' MW. GLASS BITE SPARTECH POLYCOM PP 5530 C13 .75' x .50" INTERCEPT GLASS STEEL SPACER BITE SEE NOTE 8 ON SHT. 4 ® GLAZING DETAIL TRINITY LITF FRAME 1' INSULATED TEMPERED GLASS W/ 1/2' MIN. GLASS BITE LUPOY EU -5007 0.125' TEMP. GLASS 0.125' TEMP. MASS •• a• • • • • • • • • • t • • • • • • • • • • • • 1 • • • •a• • • • • ••• • • ® I.G.U. W/ 1/8' TEMPERED GLASS W/ 1/2 MIN. GLASS BITE SPARTECH POLYGON PP 5530 C13 45 CLAIM DETAIL TRINITY IITF FRAME 1/2 INSULATED TEMPERED GLASS W/ 1/2' MW. CLASS BITE LUPOY EU -5007 0.125' TEMP. GLASS 0.124' TEMP. GLASS Mahan Erie f P. S. P1C. LLC ' Rocadadea. Florida 32955 acne CrOkate d a:••rea lbe ND. 2 Prepared By: PTC, LLC Phone: 321 -690 -1788 FOC 321 -690 -1789 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration twg eN 5 i5 1 w1E: 12 -13-01 scam N.T.S. tRR1. et WIN cHS. MI RW DR35IN 1 NO.: S-2105 SSW L 0S—fi.. Te 12-13-01 stl■LEI N.T.S. OWE. BC MN CIL EN: RW 17).g I- 1.67' - 1.67 1 4.041" ---I (;;VILFISSING BUMP FACE THRESH= 0.051" THK. WAU. ALUMINUM . 1.75 1.25 06 251846"E24) 05346 ALUteiKA1 JLJL t2 i* (3112120LIEMIAIL 24GA (.020, STEEL 0.62° 0.58 1.00' ASTRAGAL HAS TWO .312' DIA. x 9 LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 0.53' 1.67' 0.38 t 0.50' - 0.14' 0220092B-MEWSEE SCHLEGEL O-LON CDS 650 0 0 2.50' 1.25' (Z)521102LITEUILEIE V.%0LIPERIAL 0.125' gra) 12' 2.03' 1 DIA VARIES MI d HARDWARE USED 01222-LWISAWK LVL r 025" r 1.38' m1 T --- 0 PK 1.00" r I ..- 1.75' -4 2.52' O BECL22LIM EWE 0.75' • • • • • • • • • • • • • • • • • • • • • • • • • • • mr • • • * • • • ell • • • • • • • • • • • • retie* 11 • • • • • I -1 OAP" • :-; • • ° Ina 4 Ef • : : mamm 01/8 QUARTER ROUND SVELTE STOP MW' x 3.0 LONG 0.513•••• •••i• PINE r _ 1 "- • • • • • • .+ • • • 4, • • 8.00' , ASURFACE BOLT WES 1454 ■=l" (0.25' WK. STEW 4.00' 1.75 -.21 2.52' (A B1AME 0.375" r 1.73' F 2.17' L - 0 somm 1.08' 7 2.67' J O 000R LATCH DEAD BOLT STRII�PLA1E 1.5826" I- 1.75" -.4 2.4375' grx 1 UTE FRAC FINGER JOINTED PONDEROSA PINE 0.75' 2.125' O (as' Roc ) 2.040' 0 0 (Win Edo a Nieloon Rot* P. E. No. 41323 1535 ComolI Suns C25 Rooktodos. NM& 32955 noE oosooito ooloottosoo Na. 29936 1 0.75' 0.50' I 1.59' - 0.125' 1.75" - 1 2.62 (;)(12L12CLLE ENE 2.87 0.75' 0 0 0 , : 8 11■4. (IVES .125' STEEL LJLJL 0 0.097' -41- 1 4.000' rs") WINERSEELWLANGL \Z./4' x 4' x .097' THK. STEEL Prepared Ar liPl a r MN/ PTC, LLC Phanc 321-690-1788 Far 321-690-1789 PRODUCT REVISED as coMply log with thn Florida Building Code Acceptance No 0 0 E V 4/' nate 4:71r4•-. 401 ORME° NO.. S-2105 stIEEr c$F.1_ Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the•2'2gauae panels •••• • •• 1.1. • •• •• •••• under number 07- 0817.03 This letter authorizes • • • tq ue ..our • 22ga. Panels under number 07- 0817.03 to be used at the fool0,w.ing jo15 ' • .. 1111 • • Sincerely, Victor . C Enrique Revilla President or Vice- President •••• • • • 1 •. ••.. • • •• • •••• • •••• 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGT.F.R BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docnmentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AJ J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyPMduct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade:Couto) reserve the right to have this product or material tested for quality assurance purposes. If this product o� atat dial fps to perfoii ia. the accepted manner, the manufacturer will incur the expense of such testing anc,a)ie.411J may.immediately • revoke, modify, or suspend the use of such product or material within their jurisdiction. .BORA rserves the right • to revoke this acceptance, if it is determined by Miami -Dade County Product ControNivision that tltis prod tW. 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 tlr19:10 Velocity Hurricane • • • • • Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter • • • • • •••• • • APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Pane '', ls sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Heimy A. Makar, P.E., M.S. / /( fr' - • • NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 Page 1 • • Florida Storm Panels, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report'INb' 02- 038, dated October 07, 2002, signed and sealed by Yamil G. KuIi R71. •: :. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations 1ie,ts 1 tfrpug i 26 • • of 26, dated November 18, 2002, prepared by Frank L. Bennarda'''.E., s"i�n'e'd and • • sealed by Frank L. Bennardo, P.E. • • • • 2. Anchor Calculations, 9 pages, dated November 18, 2002, pr. • xe4 by Frank L. •• Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. • : • • • D. MATERIAL CERTIFICATIONS • • • • • •••••. 1. Mill Certified Inspection Report. •••• 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 • .• PRODUC° ‘ (LOCATI. OPT B I.181'- 1 1315.r. GALVANIZED 1315' O STORM PANEL GENERAL NOTES: 1312' I � 12.500' PANEL COVERAGE 14.438' PANEL 0.125' ® BUILDOUT /CLOSURE ANGLE I. T1-1I5 SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 33.3% INCREASE IN ALLOWABLE STRESS 1-1A5 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - 5PECIFIC BASIS IN ACCORDANCE WITH THE GOvERNING CODE. WHEN ASCE 1 -58 15 USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT, THE U5E OF A DIRECTIONALITY FACTOR Kd =0.85 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 5PECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OIL REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER 5IALL-VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED THICKNESS t =0.029' MIN) CONFORMING TO ASTM 4653, STRUCTURAL QUALITY, GRADE 80. G50 GALV. COATING WITH A MIN. Fy =52.0 K51. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC). OF MIAMI, FL, TEST REPORT No. 02 -041. I0. TOP 4 BOTTOM DETAILS 51-1OWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. U. ALL BOLTS .1 WASHERS SHALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. -1.181•--1 PRODUCT MARKING (LOCATION OPTIONAL) ROLL 54CK T 1- -1 1312' r 1.00' I I I ISga TYP O. 0.0516' E GALV STEEL, GRADE 50) 1.00' MIN. 5.000' MAX. O J -PAN CLOSURE BUILD -OUT DISTANCE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1-2.043' 0.015' .815' 0.05 0.015 s s 0 M `) 0.063 r - 1.000° .063' 1-- 1:931' --1 13 TOP 'H' TRACK '4-20 5.5. SIDEWALK OR MACHINE BOLT 1 WASHERED WINGNUT • 24' O.C. TYP. 0.06 IS GA. GALV. STEEL BENT PLATE (0.0418' BM. THK) OR 2'x2'x.175' 6063 -T6 ALUM. ANGLE 2.062' 0.062' 0.062' 1 -0250' - 1.181' O 'H' HEADER 0350 a25 a. 0' f0.050" 0085• ~ 0250' 0865' WASI -IERED WINGNUT ID (ZAMAC 3 ALLOY) •••• • • • • •••• • • • •• • •••• • - i 1 i•• ••• •I 0063' -- =Weir : 0.063' I - T 1.00'J -41- ir"'ir' : 14 BOTTOM? 'H' TRACK • • • • • • •• • 1.000' OVERLAP 14 / WINDOW ANGLE MAY VARY --I 4' MAX O CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO IS TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE ® OR J - PAN CLOSURE PIECE 09 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER • 15' O.G. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81psr (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 81psr, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS g 10' O.C. O BUILD - OUT MOUNT CLOSURE DETAIL N.T.S. I N 0.062' TYP r- 2.000'1 Lo - 1.181' O 'U° HEADER 125' • •••• ••• �- • �• •• v ••14 �,,I�1 N 4743' { • •••• • • • • • •• • • •• •• 025' _1 I MAX 2.00' MIN. U1 O 11 0.090' TY P 0320' - 0.410' - 0.650' BUILD -OUT 'F' T 0.055' TYP. BOTTOM MOUNT (CONN 1 TYPE AS REQ'D) II KEYHOLE WASHER GALV. STEEL GRADE 50 (USE IS OPTIONAL. REQUIRED ONLY FOR USE WITH Tfd1S5 I-0AD ANCHORS I CALK -M) • • • • • 3 4'! • ` 0.053' • •••• •••• • • P L000' 1.000' t= 0.015' MIN. • • 1.000' 0 w W • • TRACK 025' jMAX P0.155 80301' EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 1.00' 0388' 0.191' 4000' 000' 1-0.125' 0.150' 0.063' TYP J_ 12 HEADER END CAP 0750' DEEP TYPICAL •••• • • •••• •••• • •••• 1.531' - - • 1 .063' • -- r' • •�•• • �5 I t . IA •••• • • ••••.,t T„ • c125' • 1 0.053' I ••••r 1s. .•g 4-e•• I �•• • • 5313' • ••ifii • 16 BOTTOM ' I' TRACK • • • • • • • • • • • • •••• • •• • • •••• E.ISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.T.S. ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 0 (SEE DETAILS ABOVE) LEG DIRECTION MAY BE REVERSED. 0500' OVERLAP MINIMUM EMBED ® TRAP MOUNT CLOSURE DETAIL N.T.S. 0215.' 0.452' 0 • • • • • • •• FASTENER 0 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81psr (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 81psr, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS 5 10' O.C wIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYPE TOP MOUNT (CO-N TYPE A5 REQ'D) 11 11 BO TTOM 3 As RE O � � LOC ATION / MAY �' (CONN TYPE AS REQ D) x W 0 \ '� OBSTRUCTION BOTTOM MOUNT CONN TYP. PANEL OVERLAP TYPE AS REQQ) ©- TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION 025' MAX EXISTING CONCRETE, HOLLOW BLOCK OR "WOOD FRAMING TYP. SECTIONS LAST PANEL TYPICAL BEFORE PANEL OBSTRUCTION OVERLAP OPTIONAL 1 4-20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED a OVERLAPS s MIDSPAN (USE APPROPRIATE SPAN TABLE) Approved as complying with dm Dote t. o o3 NOM D1 - 112 ._07 Miami Dade Product Control Di BY OPTIONAL '4 -20 STITCH BOLTS WITH WAS-IERED WINGNUTS FASTENED OVERLAPS 5 MIDSPAN (USE APPROPRIATE AN TABLE) W PANEL ABOVE OBSTRUCTION R0312' MAY BE AT TOP . BOTTOM 03'15' 1'111. Fr DIST. -07 0917.03 FRANK L. BENNARDO, PE. 'PE0046549 0 z nn Lf z / c : 0 ul` � 0 0 REVISIONS DESCRIPTION COUNTY CLT9'1ENT5 SHEET: OF 4 DATE 52/03 SCALE: 3• _ • DRAWN BY, CL CHECKtD BY: PRIN ( DA rE: II/18/02 DWG •. 02- 868 -111 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10' -7" 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 194" 39 10' - 5" 3.00" 3.00" 9' - 8" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 50 10' - 0" 3.00" 3.00" 8'- 5" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 65 9' - 8" 3.00" 3.00" 7'- 6" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" • •8'r?• • 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 5' - 4" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 4 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W (psf) No Stitch Bolts ILMAx (ft) Stitch Bolts At Midspan LMAx (ft) 25 10' -7" 10' -7" 30 10'- 5" 10'- 5" 35 10'- 0" 10'- 0" 39 9'- 9" 9'- 9" 40 9' - 8" 9' - 8" 45 9' - 4" 9' - 5" 49 8'- 11" 9'- 3" 50 8' - 10" 9' - 2" 55 8'- 5" 8'- 11" 58 8'- 2" 8'- 10" 60 8'- 1" 8'- 9" 65 7' - 9" 8'- 3" 70 7'- 6" 7'- 8" 72 T - 4" 7' - 6" 75 T - 2" T - 2" • •8'r?• • 6'- 9" 6'- 9" '• 6 '• 1 Q : 6- 0 " • 160 5't 4 "• • 5' - 4" 1t6•• 4"13••• 4'- 10" 120 4't•@"• • • 4' - 6" ,13Q•: 4 4 ' - 1 " 0 w0 EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) � �. w EMBED CI CONNECTION TYPE ANCHORS TO BE AT 12.5' OR 625' O.G. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY EDGE D 1ST. EXIST ING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE Off STRUCTURE '14 TEK SCREW OR '4 -20 MACHINE SCREW t NUT 016. O.C. (TYP ALL SIM. CONNECTIONS C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING 0.500' REQ'D SEPARATION FROM GLASS (REF. TABLE T2) G BUILD -OUT MOUNT SECTION N.T.S. SHORT LEG MAY BE REVERSED TOWARDS THE OPENING EQ EQ u 0.500' %,111 ---- Irdpi CONNECTION TYPE R ANCHOR SCHEDULE T3 FOR MAX, SPACING 'F' TRACK/DIRECT MOUNT SECTION N.T.S. 0.25' I/4 -20 X i' S.S. MACH NE SCREW a 125' O.C. Ofipattittypstrkta � gg � .qR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING, SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. "4 -20 x 9 4' 5.5. MACHINE SCREWS a 12.5' O.G. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING c2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAX SPACING •1M'RA11',1. 0.500' 50 . Ea STUD ANGLE DIRECTION MAY BE REVERSED, AS SHOUN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) • •• I-IOLLOW BLOCK • • • • WOOD FRAMING. .... ANCHOR SCHED. BAS • TYPE OF STRUCT EXISTING GLAZING EXISTING CONCRETE, OR SEE ED URE rr 9I r ri REM:, (R -A' SEPAR DIST. (SEE TABLE T2 FOR MIND EirAFANI 12 P ••• • • •• •••.� N •••• b- w •••• • •••• EXISTING GLAZING • • WALL • v • eiN.T G •• • EMBED • • MOMMA OMCITION •••• • • •••• EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCI -IOR SCHED. BASED ON TYPE OF STRUCTURE. ! 025' © AX O 025' r MAX. O CEILING/FLOOR MOUNT SECTION N.t.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0.500' 10250' 025 •• • • • •••• 4- 20X 34'5.5. • • MACHINE SGot!'• • • WINGNUT DI25' 415.9. • ECTION TYPE • ERENCE ANCHOR • SCHECULE T3 FOR MAX • 5P4+C • EMBED REQ'D SEPARATION FROM GLASS (REF. TABLE T2) '4 - x 3 4' S.S. MACHINE SCREWS • 12.5' O.G. NNE Vir41pr A ir LEG DIR. MAY BE REVERSED C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C4 CONNECTION TYPE. REFERENCE ANCI -IQR SCHEDULE T3 FOR MAX SPACING • • •••••• • • z ait • • • MAXIMUM ALLOWABLE SPAN SCHEDULE •• • •• •• SF 41.1 SCA- 46PULE NOTES: • 1. &, SPAN StmEaQLE WITH NEGATIVE DESIGN LOAD•TO DETERNIINr•d (IMUM ALLOWABLE STORM PANL 5P N. SCrEbULT 15 ACCEPTABLE FOR USE WITIr4 SI IVE LOADS LESS THAN OR EQUAL TO NEGATI VE•DESIGN 6.0AD6. 2. 4 114 - 6 POLATDN � RUEEN LOADS I5 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) O TRUSS MOUNT SECTION K N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING WOOD TRUSSES e 24' O.G. MAX EXISTING GLAZING O OFFSET WALL MOUNT SECTION N.T.S. MINIMUM SEPARATION FROM GLASS SCI- IEDULE TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) 4'x2' EMBED LAG SCREWS a EACH TRUSS (24° 06. MAX) 4'x1/2'x0.04"18' MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) a TRUSSES d "14 5.11.3 TO PLATE g 6' OC. BETWEEN TRUSSES Lmax = S' -0' (MAX SPAN) MAX DESIGN LOAD = ±60 per ALUM OR GALV STEEL SPACER, AS REQ'D. EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE CI CONNECTION TYPE ANCHORS TO BE AT 125 OR 6.25' O.C. (REFERENCE ANCHOR SCHEDULE 73 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY 0 z w W z z w m tL 3 3 0 0 z ITC w w z z w m J O Z CE 1 Q E w REVISIONS DESCRIPTION COWTY COI`UIENT5 DATE V2103 SCALE: DRAWN BY: CL CKtD BY: FLB PRINT UATt=: 11/15/02 DWG •: 02- 865 -III SHEET: 2 OF 4 1 1 : V PENETRATION OR EMBED. EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING 0 Awl 1 1AItNlltWNI tll_r i O WALL MOUNT SECTION WALL MOUNT TRACKS, N.T.S. REQ'D GLASS SEP. DIST. (SEE TABLE — T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1365' 1365' C8 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING REQ'D GLASS SEP. DI5T. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500' 0500° C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING /LEG MAY BE BENT TO 30deg MAX X dl V C1 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING 1365' O O HEADER/SILL MOUNT SECTION TRAP MOUNT TRACKS ON ANGLE, N.T.S. LEG MAY BE BENT TO 30de9 MAX EXIST NG GLAZING CFTIO\AL INTERIOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCI -TED. BASED ON TYPE OF STRUCTURE. REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) N CEILING/FLOOR MOUNT SECral6: TRAP MOUNT TRACKS. N.T.S. • • • • w n REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING.5EE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE • • • • • • • • PENETRATION •• • OR EMBED. • • • • • • • Gi GONNECiliMI •TYPE REFERENCE APCI -TOR • 0 8L•I- IEDULE *4•A MAX• • • • tI CING • • • • XIIST�ING CONCRETE. HOLLOW i pEE ANCHOR S1ED. B$.5ED ON•Ti'iE OF STRUCTURE. 0 EMBED. , I11 N1111 111A111'6A I010 11 EXISTING GLAZING O P DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL MOUNT (REF. DETAIL '5'). N.TS. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0500' — *CUNT INSTALLATION DETAILS CT CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING • • • • MAX • •• • • OPTION A: (3) 1 /4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL a BOTTOM W/ (2) ELCO PANELMATES a (I) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. O Q HEADER TRACK ISOMETRIC TOP TRACK, N.TS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK • _\ • (1) HEAW Cot • a EN ®Y1i�2) SMS • ••• TO TRAGIC • • •• • • • • ••• • • •••• • • •••• • • •• •• • • • • • • • • • • • ADJACENT PANEL TYP 125' COVERAGE I'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS 'H'- HEADER • TOP, PER DETAIL 'P' OPT. A: 25:2' MAX NOTCH IN LAST PANEL AROUND WINGNUT O DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WAI I MOUNT (REF. DETAIL P. N.T. OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL OVERLAP OPT. B: (1) 1 /4 -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH REQ'D) (1) 1'x2'x0.0S2'xl 4' ANGLE a END W/ (2) •14 5M5 TO TRACK TOP 'H' -TRACK OR TOP °U -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'H' TRACK OR BOTTOM 'U' TRACK (FASTEN TO STRUCTURE PER DETAILS M, N *0 TO LEFT) O SILL TRACK ISOMETRIC BOTTOM TRACK, N.T.S. Approved as complying with Eke Florida .;', +ti~'.r -. \e Date t'7 003 NOM; Manzi 3Ddde Prodsvi Division �J (2) I/4 -20 5S. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL OPTION B: (2) 1 4° ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS 0 Z .w n e p� � pp Z W r Z>( CL UL E 5,1) Z Ln 0 ADJACENT �/ 'S- PANEL M C" " YLSS 4 ;'ia eke rttetia lI I� Ceda REVISIONS DESCRIPTION CO.lrr COMMENTS SHEET: 3 OF 4 LA W W Z z 0L CO ___l N W N 1— DATE 11103 SCALE: 3' = • (UN.0.) DRAWN .Y: CL C-HEC.KEP BY: FLB PRIN f DATE: 11/18/02 DU.* r: 02- 868 -III O • u 0 z zW Z W z O • m Z L_ 1 4 Li 3 a 9 w 1 HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON . Tcap (lb) = 218.00 Vcap (lb) = 398.00 •16.0" •48.€" 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 13.2" 9.7" . 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" .15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 12.6 1 5.4• .7.9" 10.0" 8. • 6.2" 9.7" • 6!8"• • 6.0" 9.7" • 1 819 • • 6 0" 9.7" _ OW._ 6.0" 1/4 "x7/8" EMBED 12.4'.••1•.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 113.0 "• 8.3" ALL - POINTS SOLID -SET 1/4 ".c 1- 1 /4'SEMBED •39 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0 "• 6 LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9"•46.9'• 6.4" Tcap (Ib) = 358 3.6" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9 ". i•9'• • 6.4" Vcap (Ib) = 249 49 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9":5.1' :6.4" 114" x 1 -1/4" EMBED 16.0" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8 "• 5.1 ". 6.2" ELCO PANELMATE 16.0" 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4 "' .3.6°x' :4.9" 16.0" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 12.5" 72 6.25" 12.4" 5.5" 6.5" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 16.0" 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" • • • • • • AoLtOw CtJJC BOCK 1/4"N•1"-tor EMBED •r•• ELCO TA .' 4 •16.0" •48.€" 7.5 + 116.5" 3.4" 155• •' 011.0" *SAX 3.11 • •.1.1.0" TQDg 218.00 6 5 • 6.4" 44.6" / ° � % • 9.7" Vaep (Ib) a 398.00 V2 :5.0" • 13.. ry • 9.7" 1 /4'x! /e 39•• •16.0" •4..' • 12.4'.••1•.0" ALL•PLPINIFSSOLID -SET 46•. •16.0" •46‘)" 8.6;•• •16.0" LEM I IEtDANCHOR * •56••f •16.0" • . tie 5.tC.' .16.0" Tcap (Ibj = 358 6%. 10.5" 36.0" 4.6: •••-•9 15" Vaelo4ibja 249 .ik• • 4 • 8.2" • 16.0; 4.$ "' 1:5.9" 1/4 ".c 1- 1 /4'SEMBED •39 . - "1St 7.1: 1 ELC,� PANELMATE :4e • :16.0" • 46D" 4.$ "'. • 1'2.6" * 55 10.3" • •J64 3.2" 10.3" Tcap (lb) = 204.75 65 6.0" 13.7" j 9.1" Vcap (Ib) = 233.50 72 4.7" 12.4" 9.1" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 174.00 Vcap (lb) = 318.00 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4"x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1 ". ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (lb) = 198.50 72 6.1" 4.3" 4.4" 3.2" _ ,,4NGNOR SPACING SCHEDULE I L, ANCHOR NOTES: I. SPANS AND LOADS SHOUV 1-ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO T1405E SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5C14EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANC140R5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. B. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • •• • •• • • • • • • •• • • • • ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0 16.0" 16.0" 16.0" 11.8" 16.0" 6.9" 15.7" 5.3" 14.2" 16.0" 16.0" 11.7' 6.8" 5.3" •• 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 8.1 5.5" 3.6" 8.0" 5.5" 3.6" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.4" 11.8" 10.4" A 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN TO ,NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'T. * DESIGNATES REMOvABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 4' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. '; DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.8" 7 ,.4" A fj 4.2" 3.6" 4. 4. 3. 3. 3. It If 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" thlt, 01 Approved as cop' i;7g with the !Florida C Date 21 tecq NOM/ Mimi FRANK L. BENNARDO, PE. PE0046549 03 N r co Q tt • m it_ X 0 0 .' • I co OL 0 • 0 el Q e 0 U z W z z W �1 3 3 3 6 z w U.1 z w m w N J Q W W Z 2 IL N Q } R ~ ` MW CV CV I'--- REVISIONS DESCRIPTION DATE CCUVTV Ca V2I ©3 SCALE: N.T.S. DRAWN BY CL C HtGKED B r, FLB PRIN I DA II/18/62 DWG ", 02 -865 -III SHEET: 4 OF 4 2.5" EDGE DIST. EXIST. STRUCT. ANCHOR LOAD (psf) 2.5" EDGE DISTANCE SPANS UP TO 5.50ft SPANS UP TO 8.67ft ST. �U( ANCHOR LOAD CONN TYPE CONN TYPE SPANS UP TO 5 . 550 ft SPANS UP TO 8.67 • ft SPANS UP TO 10.67 ft ST. ANCHOR 39 LOAD 16.0" CONN TYPE ELCO TAPCON 45 CONN TYPE 11.4" 16.0" CONN TYPE 55 16.0" 16.0" 7.5" 16.0" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 14.8" 1/4" x 1 - 3/4" EMBED ALL - POINTS SOLID -SET 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON Vcap (Ib) = 429 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" 16.0" (MIN 3320 PSI CONC) * 55 58 12.5'1 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" ;RETE � d Tcap (Ib) = 483.00 4.6" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 • . 3.9" j / 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 114"x7/8" EMBED 3.9" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 49 49 1___„2.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" 16.0" 9.2" 8.7" 6.25" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" 10.3" Tcap (Ib) = 428 625" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (Ib) = 429 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1 /4" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CON() * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (lb) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" ,,4NGNOR SPACING SCHEDULE I L, ANCHOR NOTES: I. SPANS AND LOADS SHOUV 1-ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO T1405E SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5C14EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANC140R5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. B. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • •• • •• • • • • • • •• • • • • ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0 16.0" 16.0" 16.0" 11.8" 16.0" 6.9" 15.7" 5.3" 14.2" 16.0" 16.0" 11.7' 6.8" 5.3" •• 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 8.1 5.5" 3.6" 8.0" 5.5" 3.6" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.4" 11.8" 10.4" A 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN TO ,NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'T. * DESIGNATES REMOvABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 4' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. '; DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.8" 7 ,.4" A fj 4.2" 3.6" 4. 4. 3. 3. 3. It If 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" thlt, 01 Approved as cop' i;7g with the !Florida C Date 21 tecq NOM/ Mimi FRANK L. BENNARDO, PE. PE0046549 03 N r co Q tt • m it_ X 0 0 .' • I co OL 0 • 0 el Q e 0 U z W z z W �1 3 3 3 6 z w U.1 z w m w N J Q W W Z 2 IL N Q } R ~ ` MW CV CV I'--- REVISIONS DESCRIPTION DATE CCUVTV Ca V2I ©3 SCALE: N.T.S. DRAWN BY CL C HtGKED B r, FLB PRIN I DA II/18/62 DWG ", 02 -865 -III SHEET: 4 OF 4 2.5" EDGE DIST. EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE C7 C8 SPANS UP TO 5.50ft SPANS UP TO 8.67ft ST. �U( ANCHOR LOAD CONN TYPE CONN TYPE 9.7" ELCO TAPCON (psf) C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 . 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (lb) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (lb) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 114" x 2" EMBED 39 16.0" 16:0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 . 72 8.5" 16.0" 4.6" 16.0" ,,4NGNOR SPACING SCHEDULE I L, ANCHOR NOTES: I. SPANS AND LOADS SHOUV 1-ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO T1405E SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5C14EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANC140R5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. B. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • •• • •• • • • • • • •• • • • • ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0 16.0" 16.0" 16.0" 11.8" 16.0" 6.9" 15.7" 5.3" 14.2" 16.0" 16.0" 11.7' 6.8" 5.3" •• 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 8.1 5.5" 3.6" 8.0" 5.5" 3.6" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.4" 11.8" 10.4" A 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN TO ,NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'T. * DESIGNATES REMOvABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 4' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. '; DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.8" 7 ,.4" A fj 4.2" 3.6" 4. 4. 3. 3. 3. It If 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" thlt, 01 Approved as cop' i;7g with the !Florida C Date 21 tecq NOM/ Mimi FRANK L. BENNARDO, PE. PE0046549 03 N r co Q tt • m it_ X 0 0 .' • I co OL 0 • 0 el Q e 0 U z W z z W �1 3 3 3 6 z w U.1 z w m w N J Q W W Z 2 IL N Q } R ~ ` MW CV CV I'--- REVISIONS DESCRIPTION DATE CCUVTV Ca V2I ©3 SCALE: N.T.S. DRAWN BY CL C HtGKED B r, FLB PRIN I DA II/18/62 DWG ", 02 -865 -III SHEET: 4 OF 4 2.0" EDGE DISTANCE EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE C7 C8 SPANS UP T(- 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CON() 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (lb) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) Ac 55 11.5" 8.2" 7.3" 5.2" Tcap (IB) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" _ 6.4" 4.6" ,,4NGNOR SPACING SCHEDULE I L, ANCHOR NOTES: I. SPANS AND LOADS SHOUV 1-ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO T1405E SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5C14EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANC140R5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. B. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • •• • •• • • • • • • •• • • • • ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0 16.0" 16.0" 16.0" 11.8" 16.0" 6.9" 15.7" 5.3" 14.2" 16.0" 16.0" 11.7' 6.8" 5.3" •• 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 8.1 5.5" 3.6" 8.0" 5.5" 3.6" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.4" 11.8" 10.4" A 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN TO ,NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'T. * DESIGNATES REMOvABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 4' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. '; DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.8" 7 ,.4" A fj 4.2" 3.6" 4. 4. 3. 3. 3. It If 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" thlt, 01 Approved as cop' i;7g with the !Florida C Date 21 tecq NOM/ Mimi FRANK L. BENNARDO, PE. PE0046549 03 N r co Q tt • m it_ X 0 0 .' • I co OL 0 • 0 el Q e 0 U z W z z W �1 3 3 3 6 z w U.1 z w m w N J Q W W Z 2 IL N Q } R ~ ` MW CV CV I'--- REVISIONS DESCRIPTION DATE CCUVTV Ca V2I ©3 SCALE: N.T.S. DRAWN BY CL C HtGKED B r, FLB PRIN I DA II/18/62 DWG ", 02 -865 -III SHEET: 4 OF 4 0.75" EDGE DISTANCE OOOM 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16,0" 6.0" j j A 12.5" 16.0" 6.0" j Vcap (lb) = 82.97 130 12.5" 16.0" 6.0" �%% r� 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" #14 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" P " Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" . 3.9" j / 6.25" 10.4" 3.9" �Y��//// Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" % 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 114-20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ,,4NGNOR SPACING SCHEDULE I L, ANCHOR NOTES: I. SPANS AND LOADS SHOUV 1-ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO T1405E SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5C14EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANC140R5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. B. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY vARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. •• •• • • •• • •• • • • • • • •• • • • • ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0 16.0" 16.0" 16.0" 11.8" 16.0" 6.9" 15.7" 5.3" 14.2" 16.0" 16.0" 11.7' 6.8" 5.3" •• 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 8.1 5.5" 3.6" 8.0" 5.5" 3.6" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.4" 11.8" 10.4" A 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN TO ,NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'T. * DESIGNATES REMOvABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 4' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. '; DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0" 4.8" 7 ,.4" A fj 4.2" 3.6" 4. 4. 3. 3. 3. It If 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" thlt, 01 Approved as cop' i;7g with the !Florida C Date 21 tecq NOM/ Mimi FRANK L. BENNARDO, PE. PE0046549 03 N r co Q tt • m it_ X 0 0 .' • I co OL 0 • 0 el Q e 0 U z W z z W �1 3 3 3 6 z w U.1 z w m w N J Q W W Z 2 IL N Q } R ~ ` MW CV CV I'--- REVISIONS DESCRIPTION DATE CCUVTV Ca V2I ©3 SCALE: N.T.S. DRAWN BY CL C HtGKED B r, FLB PRIN I DA II/18/62 DWG ", 02 -865 -III SHEET: 4 OF 4