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BP-03-508REPLACING 6 WINDOWS AND SHUTTERS V 3 / Passed 1 I Inspector Comments a),t,ei +ice ° ae '- p ze_L A; 41 at. - s.i.edevt_.) 9,_ k A e, A/z■np i ,i... L V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/24/2008 Inspector: Grande, Claudio Owner: GUILLET, NICOLE Job Address: 25 103 Street NE Contractor: Building Department Comments Friday, March 21, 2008 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit taveI L4.S Inspection Type:11111111 Work Classification: <NONE> Phone Number Parcel Number 1121360130940 Project: <NONE> < Z�'� ® glock: Lot: Page 2 of 2 'Bill To NICOLE GUILLET 25 103 Street NE MIAMI SHORES, FL 33138 -2326 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (3051795 -2204 Fax: (305)756 -8972 Invoice Number: imp -3-08 -31307 Invoice Date: March 18, 2008 Permit Number: BP2003 -508 .................... ................... .................... ................... .................... ................... Date Fee Name 03/18/2008 Renewal/Extension Fee Tuesday, March 18, 2008 Fee Type Calculated Total Fees Due: Payments Date Pay Type Check Number Amount Paid Change 03/18/2008 Check 1442 $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Fee Amount $75.00 $75.00 3/7/2008 To: Current Owner 25 NE 103 Street Miami Shores Village, FL 33138- Dear Sir or Madam, Sincerely, CCaudio Grande (CBO) Building Director Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2003 -508 Address: 25 NE 103 Street Miami Shores Village FL33138- Date Expired: 6/16/2005 FINAL NOTICE Type: Replacing windows and shutters Date of Last Inspection: No inspections have been done yet. Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle)• Owner's Name (Fee Simple Titleholder) Owner's Address CityMiaj State Tenant/Lessee Name City Miami Shores Village Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip Job Address (where the work is being done) 1 /09'd Is Building Historically Designated YES y. NO State Certificate or Registration No. Certificate of Competency No. Permit Fee $ Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ q!oo p (Continued on opposite side) Permit No. S. - )V' Master Permit No. Electrical Plumbing Mechanical Roofing Phone # � � . 7 7 Z 3 B ' Phone #" County Miami -Dade Zip 3.3 7 s Contractor's Company Name Phone # Contractor's Address -- City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit X Square Footage Of Work: Type of Work: ['Addition ['Alteration ENew V Repair/Replace ❑ Demolition Describe Work: .-^ uk6100 -e?s VAQ UJ $ 4 Vg/k-AdV • Zoning Technology Fee $ Bond $ 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 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 Signature O day of chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this )�1 Signature Contractor The foregoing instrument was acknowledged before me this ,20 ,by , day of ,20_,by w o is p sonally to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P : LI '': NOTARY PUBLIC: Sign: . M / : t _ Sign: �i sslon -1)1)231984 Print: Print: pl , My Comm' Sion Expires: ded • **********k******* *******- ******* **** **. .. *********************************** ***** * ***** ** ****** * *** ** * ** *** Thru onding Co . Inc - - My Commission Expires: ******* * * * *** * * * ** **** * *** * **** * ** * * ** *+MAN * * * **4* * * * * * ** * * **** * **** * * * ** * ** * ** * * ** * * ** ** * ** * * * * * ** * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE .STATEMENT I Ari CZ) )C / _,/ . 2_,1 being the legal property owner, for the property Located a t : j Ol.<I , / 1 ', l' I - Off P , `-'3 1 3 4- j , Legally described as , . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7), rd I have read and understand the following disclosure Statement, which entitles me, to' ai ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. f You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged be ore me this By Pr d e VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. Tlie foregoing instrument day of 2 0 is personally known to me or who has • as identific - ion • d who did take an oath. s g? Commission DD23 Viz' Expires: Ju= 3, 2007 r':onded Thru AI 1siNttti; &tiding Co., Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/15/2005 Applicant: NICOLE Owner: GUILLET JOB ADDRESS: 25 Contractor Local Phone: Parcel # 1121360130940 NE 103 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -508 GUILLET NICOLE ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 5 PB 10-47 LOT 15 & W1/2 OF LOT 16 BLK 123 Fees: Description Amount FEE2003 -1875 Building Permit Application Fee $60.00 FEE2003 -1876 CCF $0.60 FEE2003 -1877 Notary Fee $5.00 FEE2005 -8230 Renewal/Extension Fee $60.00 FEE2005 -8231 Building Fee $35.00 Total Fees: $160.60 Total Fees: $160.60 Total Receipts: $160.60 Permit Status: APPROVED Permit Expiration: 6/16/2005 Construction Value: $540.00 Work: REPLACING 6 WINDOWS AND SHUTTERS 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • • • • • • • • • • 0 BP0 50K Cl s • • • • ••• )0.6 /03 k c i tS4 - ree: r1mi .36oces , g3 )313 • • •••• • • •••• • • • • •••• • •••• • • • • •• • • • • • •••• • • ••• .(4 fil •24•• •••• • • • • 000eage- ••• • • • 4 ridgio •ri floor .1)/ m 3 Room 1.;06,. Rev", IP j 4 20nr 6 c2clevotr) 3:cdeevorn Bcd bfeb o rr) MIA M MDADE • • ••• • • . • ••• • • • • • • •_a3 --.e_ = • 1 i• • ••• • • • • A• • • • • • •• • BUILDING CODBCO141 LIAN ', OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OIL XdarlfAcig '( Pino Window Cgrnoaalon. • • '. • • 6860 NW 75 Street • "' Medley, Fl 33166 590 3-57k 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/23 /02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 renews and revises NOA # 99 - 0302.06 and, consists of this page 1 as well as approval document . mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0311.07 Expiration Date: March 28, 2007 Approval Date: July 18, 2002 Page 1 • • • • • • • • • • • • • • • • • • • • • • • ■ • • • .•. • • • • • • • • • • • • * • ik . • 0 - • • • • • • • • • • • • • • •• • J. • • •••• MULLIONS CONTAINING TYPICAL GLAZING PRODU 140RI7ONTAI OR `: VFRTICAI SEE WINDOW ON DOON APPROVAL FOR FASTENERS- S ND SPACING • • • • • • • INSTRUCTIONS; • • • • • • • USE CHARTS AND GRAMS AS FOLLOWS. • • • •••• • • • • •• • STEP DETERMINE DESIGN LOAD REQUIRED PER :ASCE 7 FOR PARTICUIAR OPENI STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT STEP 4 APPROVAL SPEC 140IMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SZE WITH STEP 5 ozsta4 Ram MORE THAN DESIGN LOM SPECWIED IN STEP 1 ABOVE, USING ANCHOR TYPES ON SHEET 5. NW ANCHOR GRAPHS STEP 6 ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DOWN LOADS SPECIFIED IN STEP 1 ABOVE. 221 the APP ET0Tidl °G 16114 SGasIL By./....-- e41144/A RECTANGULAR ALLJKIINUM TUBE . titikdAitittiof-0kOOtktitt-'04i.r: 7- . . t. ALL GLAZING PRopticra USED WITH THESE MULLIONS /AST MEET THE Apput.MitE DARE COUNTY Le. 'WIND LOAD; RTIR,AWSTER INA4TRA FORCED ENTRY RESIATANCE.:SWOOARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL COVELIAIG (=COO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW 4. ALL MUILIONS TO BE ALLOY 6063—T5. drawing no. 5-1 (sheet 1 of 3 ) EINEWIEE m 111 EEENEEE ME NEM= MEW MOM NEE Y ofm NEELNEZMMEEEEM SEE MiliatiliCEIEEIE °EEC: NE EN T0I ••• • •• • ♦•s• • •••• • Os • •.•,CF • MU SPAN Aa OR a TRlau1rARr nom u WI MOT .4 EMI Pi 'NE MEIMENEENE SINE M ENSIMELIV.EFIRI :. ME 'SEE ft: MI MIMS 12. 111 zi O } T >r TYPE A INCRE4 n 'O r• Q . a X VINIMEERAMEEE ELIESEENEEEMEE MIENNISMINCIONS WISEANSERNEEMEM knakillialbigTEMISVIRM TARYsT4 - INCHES; OAD- CHART 40; ,Kt6;TYPE ■t11�1 \li�i\i���Si �!�! IMMIAMMECLIIINIMIKUME musemanstrammon mommontasmaitimmem ■ ■11!l11i01©1111 1111!•■■ \tMINII11:0 1111 ■1111■!111111 \i1 ■111111111111111111 \ \� •11■ ■1111! ■ ■ ■ ■ ■11 ANCHORS TYPE t, _u L1 MENEEEEE EMESEE EEELNENEEEEENE FM ENE ®E rS Imo e F' t{I 7I##BIII 1OT1; i ANCHQIt -LOA., G liARt a cum 1111 Man ss • :a •••••• • • • • • •• • • • • ■ .. •••••• . .• •••••• •••• . 0.1 ••• •. •• TYPE AA..G C TRIBUTARY WIDTH = W1 + W2 2 TYPICAL MULLION ARRANGEMENTS C. 0 ANCHORS A.8. OR C 2A 20 4(S Sg 60 7t . 6A TRIBUTARY •MOTEL - INCHES 20 30 40 60 60 70 00 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3 Q App+•wrd is complying wbb tbo Fiert4• > Code Out it Miai fly 20 30 40 60 60 70 00 TRIBUTARY WIDTH - INCHES drawing no. M95 --18A ( 2 of 3 ,, 4 drawing no. • M95- 1 8A • • • • • • • • • • • • • • • • • • • • • 5. •• • ., •• • # 14 S.M.S. ANC4E NOTCH "NOM TO MSS NAME SL OR TRW 3/16 CIA. TPPCON 1 - 1 . ISM EURED 1/ ANGLE 4 a. i's NOM . WOOD BUCKS NOT BY PIN() WINDOWS MUST SUSTAIN LOADS IMPOSED. STRUCTURES FLA. PE I 16117 c itgrif g7F-412 • • • •• • ••. • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •__• • • • 4101 • • • i•i • • • •• BUILDING CODE COMPLWICE `OF ICE (BCCO) PRODUCT CONTRA,L pIVISION • e : ••• :• . ••• •• NOTICE OF• ,Fi ,itE tOA) Florida Storm Panels, Inc. N. W. 26 Avenue Opa Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILD[NG 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations v . g 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 High Velocity Hurricane Zone of the Florida Buildirig.Code. DESCRIPTION: 0.064 Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled 060" Aluminum Storm Panel , sheets 1 through 4 of 4, prepared by Knezevieh & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami -Dade County- Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE LI/IPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear.a periaanent 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. TERM:DiATION 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- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02 -0826.06 Expiration Date: 08/26/2007 Appro$a1 Date: 09/19/2002 Page 1 FASTENER MA 9MUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE 6040 t .P�y F X. (SEE NOTE 1) MIN. 2 EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 3' -7 (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE I) SPANS UP TO 8' -5 (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TC 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION 1 ( I 2 3 CONNECTION 1 1 N 2 3 CONNECTION 1 2 3 CONNECTION 1 ON2109 2 ION 3 = 1 2 024(021240911024 3 TYPE 1 2 3 MIN. 3.000 P.S.I. CONCRETE 5,11111111111111111111M111(IIIO t /c•m ITN TAP[ON W/ 1 -I /2 MIN. EMBEDMENT 48 12.5 12.5 25 12.5 12.5 22.5 12.5 10 9 125 12.5 12.5 12.5 123 25 12.5 125 25 62 12.5 125 125 ttS 123 11 125 6 7 12.5 25 12.5 12.5 125 Q.5 125 7 11 72 12.5 123 12.5 12.5 11 9 25 4 6 12.5 12.5 125 125 12.5 125 12S 5 9 92 12.5 123 11 12.5 6 7 125 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 25 4 5 125 4 5 12.5 4 5 25 5 9 12.5 5 9 125 5 9 1/4 ELCO MALE/ FEMALE - PANELHATE - W/ 1 -3/4 MIN. EM8EOMENT WITH 2/4 -20 MACHINE SCREW OR WINGNUT 48 25 12.5 125 123 125 11 25 6 7 12.5 12.5 125 12.5 12.5 25 25 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 125 123 12 10 12 4 6 72 12.5 13.5 11 12.5 7 7 10 3 4 12.5 125 12.5 125 8 9 10 3 5 92 125 11 9 125 4 6 10 d L 12,5 11 10 25 4 7 10 3 5 230 10 j 4 10 4 10 4 10 3 5 10 3 5 10 3 5 () 1/4 POWERS CALK - IN W/ 7/8 EMBEDMENT s 1/4 -20 STAINLESS STEEL MACHINE SCREW 48 25 123 125 125 123 125 12.5 10 123 125 125 125 125 25 25 125 123 62 12.5 125 123 123 125 125 125 8 12.5 123 25 125 125 125 125 10 25 72 12.5 25 125 125 125 11 123 • 7 12.5 125 123 125 125 125 125 8 11 .92 125 123 125 25 9 9 25 • 7 125 25 OS 12S 11 2S 125 7 11 230 12.5 6 7 125 6 7 125 7 125 7 It 25 7 R 123 7 11 48 A25 615 6.25 625 6.25 6.25. . 25 6.25 625 625 6.25 615 615 615 615 • 5 Q l}'� 1/4 POWERS 2AMAC NAIL -IN w /I- 2/8" EM8EOFIENT 62 6.25 625 615 625 625 6.25615 6 625 625 615 625 6256.25 6.25 4 .25 72 625.6.25 625 615 6.25 6/5 6.25 5 6.256.256256.256156:25525 3 92 6.25 6.25 6154.25 4 6 6 4 5 6.25 6.25 6.5 6.25 5,625,6 3 6.25 230 6.25 3 5 6.25 3 5 6.2 5 615 3 625 615 3 625.6.25 3 615 i • ••. _i HOLLOW CONCRETE BLOCK 7d )111111111V111111111161111111P> 2/4 ITw T9PCON w/ 1 -1/4 MIN. EMBEDMENT • • 48 125 12.5 10 12.5 125 7 9 4 123 125 25 125 125 11 12 5 7 62 123 123 8 12 7 5 7 A 3 12.5 25 12 12.5 9 8 9 3 5 72 25 125 7 10 4 4 6.2S 3 125 123 10 125 5 7 8 / 4 92 11 7 5 8 3 6. i 3 125 8 8 10 3 5 7 0 4 230 615 3 6.25 3 615 3 7 j 4 7 7/ 4 7 *i'441j ty.yyyE``(0 MALE/ • FEyALE PANEU'IATE' W/ 1 -t(� OEOMNT WI'T t X28 MACH SCi4W OR WINGNUT • • 48 125 12.5 125 12.5 11 25 .7 125 125 25 12.5 12.5 145 125 8 6 • 2 .41 3 125 12.5 125 9 12 5 12.5 125 125 12.5 12 10 12 6 •72 1218 25 11 125 7 10 4 125 25 125 12.5 8 9 10 5 92 165 11 9 25 6 10 4 . 4 125 11 10 25 4 7 10 5 i4ia•Qi 4 10 4 10 O 4 10 3 5 10 3 5 10 5 • I 1rJ • • • • 6 �8 N 5125 ttS;.5 10 123 6 72.5 123 12.5 12.5 125 123 765 9 60 123 12.5 11 123 • 7 10 4 125 125 125 12.5 125 11 123 7 ••� 1/4 POWERS CALK -1N W 7/8 EMBEDMENT /-� SI`EEEL RTAMLEStj� S EEL MA•11NE SORE 72 '3 125 9 125 • 6 9 / 4 125 125 25 123 8 10 11 . 25 -91• Z.5 10 7 11 5 9 / 4 QS 12 11 12.5 4 8 11 6 • 3 4 9 �? . 4 9 4 9 I. 11 3 6 11 3 6 11 6 • •••t•8• .256 6.256.2 6 6.25 6.25 6.25 6.25 6.25 6.255.5 .25 • • •1•4 OWER5 • •04 j /8'MIN ,•• EME OMENT • • • 25 V 6.25 6.25 6.25 6.256.25% 5 6.25 6.25 6.25 6.25 6.25 6.5 6.25 6.25 6 5 - 6.25 6.25 6.25 6.25 6 6.250 4 6.25 6.25 5.25 6.25 6 6.25 6 72 3 ' 4 6.25 6.25 6.25 6.25 3 6 6.5a 5 230 W�� L fi.15 U. /��� 5 FASTENER MAXIMI1M ANCHOR SCHEDULE OE51GN LOAOS AND SPANS SPAC REOUO(ED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOA � PSF MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION CONN CON 1 2 3 1 2 3 1 2 3 OOOM I /4-e W000 LAG w/ 1 -3/4 MIN. THREAO PENETRATKIN SHEAR PA 90 W0000 GRAIIN 62 11 11 11 11 11 120.0 11 5 -11 7 62 11 11 11 11 11 9 9 11 8 8 5 72 11 11 11 11 11 7 11 6 6 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4. A , f 1 .\w S/16 W000 2/4 -25 SIDEWALK 13/4 Y MIN. 1 ,6 68 615 6.25 6.25 6.25 6.2425 615 5 6 62 6.25 6.25 6.25 6.25 6.25 6.25 625 3 4 0.0. BRASS OUSHINO W/ BOLT HEA2*D( W/ 72 6.25 6.25 6.25 6.25 6 6 6.157 4 92 6.25 6.25 6.25 6.25 3 5 6.25/ 4 230 6. 25 4 615 -// 4 6. 4 STORM PANEL SPAN SCHEDULE ' • NEGATIVE DESIGN LOAD W (PSF) I OVERLAP FASTENERS OR REINFORCING TUBE' REQUIRED. TOP MOUNTS SHALL BE "h" OR "If' HEADERS. BOTTOM MOUNTS, SHALL BE "9" TRACKOR 1 3R STUDDED ANGLE WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4 O.C. OR 12 -1/2" 0.C. ' OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP S BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @ 6 -1/4" 0.0. OR DIRECT MOUNTS WITH ANCHORS @ 5 -1/4' 0.C., SYSTEM 4 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 60.0 B -4 8 -4 70,0 7 -9 7 -9 80.0 . 7 -3 7 -3 , 90.0 6 -10 6 -10 100.0 6 -2 '6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 -11 130.0 4 - 9 5 - 8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 -7 4 -11 180.0 3 -5 4 -10 . 190.0 3 - 3 4 -'8 200.0 3 -1 4 -7 210.0 2 - 11 L - 5 220.0 2 -9 L _ 4 230.0 2 - 8 4 - 3 N -2 i • ••• • • i ••g • I • • • • •••• • • . • °a •••• • a •••$ • • • • E • • 05/23/02 11:22 T A B L E 1 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3, EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IOENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING 70 PLYW000 IS ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCA TEO IN CENTER OF NOMINAL 2 "x4" MN.) W000 STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. _ 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANC/ MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAO (SIDEWALK BOLT), U.O.N. • 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.A DESIGNATES ANCHORS WHICH ARE REMOVABLE 8Y REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. Division PRODUCT RENEWED an� with 160 Florida Ac¢puxe Noe_ t 0 • 0 6 FAS d06 Date 0 Oo7 By Minna Csaaet Division PRODUCT REVISED as eempiying with the Florida A N °2-0531.05 Espir*don Date OR fL6 /'1-eo 2 By 6140*) 18dod Ceotrot MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN 1.0A0(W) (PSF) ACTUAL. SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' A B (INCHES) SYSTEMS 1 & 2 SYSTEMS 1 & 2 MIDSPAN TUBE MIOSPAN ALL CONDITIONS 40.0 2 -1/4 3 1 - 1/4 2 -1/4 3 1 -1/4 2 -1/4 3 1 -3/8 2 -1/4 3 1 -1/2 2 -1/4 3 1 -5/8 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -1/4 2 -1 /4 3 1 -1/4 - 2 -1/4. 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' - O" 2 -1/4 3 1 -3/4 2 -3/8 3 2 -3/8 60.0 • '3' -0" 2 -1/4 3 1 -1/4 4 -0" 2 -1/4 3 . 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 2 -5/8 3 2 -5/8 ' 70.0 • 3._0•• 2 -1/4 3 1 -5/8 4•-0.. 2 - 1/4 3 1 -1/4 2 -1/4 3 ) 1 - 3/8 2-1/4. 3 1 -5/8 2 -1/4 3 2 7 ' - 9 " 2-1/2 3 2 -1/2 • O • •ss • N ••••• • •• • Q •••^ • ••• • Q • • I j • •• •'•• EXISTING CONCRETE\ 44011.00 BLOCK OR 4000 FRAMING EX15TM0 CONCRETE *105.104 BLOCK OR 4000 PRAMINO • •• • • ••• • I ktAN MAY 24 USED AS Mw0AL RlBab *ONT OVER LEG OP - 1- TRACK • •••• • •••• OOOOO • • • • • •••• • • • • • • • • • • • — EKISTING '4000, CON(. OR "01104 BLOCK 5TRVCTURE P ASTENER, SEE ANCHOR .--- SCNEOVLE. REP ERENCE 00404( 1105 • ionn 1 • BUILD -OUT MOUNT SECTION SCALE 3 • 2 -0 ALUM. OR 0A1V. 5TECL Sn ACER4 A5 020'O FASTENER. SEE AXCIRRt 50I00UL4 REFERENCE CONNECTION •TON): EXISTING cONCRETE NA 0011.04 510(1* OP 4000 PRAMMG FASTENER. 5E1 ANCHOR SCHEDULE. RE 201.0(0 CONNECT210•159E1• 1/1 - 20 MACHINE BOLT L NUT lm 12 O.C. ITYP TOP L BOTTOM) OUAL D 500 MIN, r SEPARATION PROM 0LA55 SCNECUL0 (TABLE 2 EXISTMO (0NCneT0 FASTENER. SEE ANCHOR 1401.104 BLOCK OR SCHEDULE. 0(9000NC! 4000 PRAMNI CONNECTION • 1YPF 1 • 1/420 MACHINE 0OLT L 4MONUT P B -V0 0.G O ALUM OR GALV. STEEL SPACERS AS 500'0 FASTENER SEE ANCHOR C0E Sm11E REPERENCE CONNECTION • TYPO • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3' - 1' -0' FASTENER. SEE ANCHOR 5(805)0.0, 50•DoLE,RtnITINCE CMwECTICN •TV9E 1' 414*. SEE MM. SEPARATtONP •M GLASS SCHEDULE (TABLE SCALE : 3" " 1 -0 SCALE 1 3" r -0" 4 .-25 MACHINE BOLT t WR*GIRIT 91 5 -100. 0 C. 0 • g a H "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL V t -20 44•(4401 SOLT L 4M19R1T • 3-4/0 O.C. IN 5/3 STUcCo v PSRISM 055 MAY B[ REVERSED) WIRE LATH MAT 0. BE USE0 AS TYPICAL 1( moveamO'RNT Meta LEG OP - "p- TRACK = "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL T A B L E 2 10r sus- -Id /2- AI.UMNUM ANGLE I /0 -20 STUD 4/ NUT I/O a POWERS CALK-IN WI 7/5 MM. EMBED. M CONC. P 1" O.C. OR 1/ 4'0 904105 STEEL 0150940 4/ r 1104. EMBED. IN CONCRETE 1-1/2 ►I INTERIOR FASTENING ASSEMBLY (32(1044 A) SCALE . N. T.S. I ' iii . SCALE 5' . I LOCATION , j I I YeroVYo - -V2 ALUMNUM AN01 .. •. MOLES 1 /s -SO STUD A, OJACENT PANELS T TO RECEIVE T1114 1 /s -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN 4IN0FNT4 PROM 141E 103010. IMAM INTERIOR FASTENING 00 1 OR 2 PANELS 44001 • ANGLEA55EMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11• -0". 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 1 -1/2" • 1 -0 T3 -1 /2 r s r • .IIr nascent 3IO5-1110 OR FOS3 -711 MD/TRAM ALLOY OR 15 000E GALV. STEEL ANGLE ANGLE MAY VARY O l 1 -1/2 • 4 -1/2' AL. STUD ANGLE iris 5.5. BOLTS L 4INGNUTS 1110900/0 OP PANEL SPAN OR Sr O.0 MAX ITYPI ALT. CORNER DETAIL PRODUCT RENEWED n complying with the Florida BBSdLo ;Cede Acceptance No • L -OSZ Expiration Date MhalDSd{9 Cy Division Z N� WV H0 — U i 0, Q 70 u x! N w.. Z z se. 0 1'4 01 9 . 2 40 ui c OZ CO - 2, 3 XX cn 0w LL -o Ti O. 06 PRODUCT REVISED an c0eplyia5 with the Floildn &Mktg Cade Aentsealwe No Z.- 057 /•O Expiration Do(3I J� oo z B7 1 I �/✓ otrul Miami Control Division F -1. 07/19/1999) L s.rorC ]1 " " " ' 7.c) 1 7.. , �0M) 1 99-230 Q • v • • of • •• • • •• T •• cn • • • • • • • • • . • •••11.• 0 5 0. • • •• • • • • • . 05/23/02 11:05 SEE MN SEPARATIO PROM GLASS SCHEDULE (TABLE 2 GLASS OR 0000 GLASS UR DOOR EXISTING CONCRETE HOLLOW BLOCK OR 000 P0AMN0 ANGLE TO WAIL DETAIL SEE MN. SEPARATION PROM 0LA55 SCHEDULE (TABLE 2 r i TUBE OR 2 x 6 0,T. w0sp LAG SCREWS Cm 12' 0.0 w/d�_0l171 �C •0N MEN( w p c 11•f Slop ANGLE •••• SCALE . 3" . 1' -0 EXIS TING CONCRETE H OLLOW BLOC% oR OOO FRAMNG FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 2 FASTENER. 501 ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1• CUNT. WALL MOUNT SECTION SCALE 3 . P -O 0 OCONT. • • 14 SH.S. p 10' O.C. ••• It ••4-0 x 4 -1/2 S.S. LAG Ste(EW • 24 0.0 HAN. • 040 .2/4' PENETRATION N CENTER 00 STUDS • OOOOOO • ••. • • • TI•S DETABE.. HAT BE USE0 AT TOO oRBorrOH op PANELS. r OR 11 1 /4• MAX. PANEL TO ANGLE DETAR •••• • • •••• NOTE: USE OF THIS DETAIL IS UMITED TO ot 72 PSF. WALL MOUNT SECTION (BOTTOM) l /1.-20 MACHINE BOLT & WINGNUT • 8 -1 /4 O.C. t/4 -20 MACHINE BOLT L w*NONUT • 6-1/4' O.C. EXISTING W000. CONC. On HOLLOW BLOCK STRUCTURE .1TYPa SE! FEN. SEPARATION PROM GLASS SCNEOUL! 'TABLE 2 GLASS OR 0000 ©CUNT. FASTENER. S£E ANCHOR SCH!OUtE. R EFERENCE CONNECTION © CEILING/INSIDE MOUNT SECTION SCALE 1 • r -0- 5 0/- FF1I X � SCALE 13" x 1• - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 00050(TKK •170!5• EXISTING CONCRETE MIAOW BLOCK 00 W000 FRAMING REMOVABLE PASTENER�I.� 6-V4' 00.0n G-1,2- 0.G NAX- ELM 00 MOT EX44E0 501®111.2 500000. SEE ANCHOR SCHE0ULd REFERENCE CONNECTIOH•1YPE1• USE 1/4 -20 STAINLESS STEEL TRUSS NEA0 BOLTS WITH SETHOLE WASHER. ENGAGE BOLT WAD N NARROW FERT7ON OF 0071412.E WASHER O WALL MOUNT SECTION E (DIRECT MOUNT) 1 t 7/4' HAN. • 4 i o v sea SEPARATION • £X0£00 3 CNe0Ules➢oONO. SEE A+KNoR s0N[GULE 00000000! CONNECTION • 170! 1 • . ERIS 7340 000000 HOLLOW 31.0C% OR w000 FRAMNG GLASS OR 0000 001011140 CONCRETE HOLLOW BLOCK OR W000 PRAMNO nt EMBED FASTENER, SEE ANCHOR (Tyr.) SCHEOI1.E. REFERENCE t'rP81' _ ,© CONNECTION • j ir A l i I' SEE MN. SEPARATION FROM .„ GLA55 502016E ► �LE 21 � Li ORTI ONAL LEO DIRECTION 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • PRODUCT RENEWED b cclnpiybrt with the Florida Wang Code Aceeptaaee No ...o ; Z . Eopiradon Onte.o Q;•' o07 8 M i am f�roduct CBo ,oj DirW loo NOTE : USE OF THIS DETAIL IS UMITED TO -72 PSF. O SOFFIT MOUNT DETAIL • SCALE 13^ . r -o" KATE '7.' HEADER LED FLUSH trTN CHANNEL 807TOM FASTENER. SCE ANC/100 SCHEDULE. REFERENCE CONNECTION • 1,4-20 MACHINE BOLT L wNGNUT • 6-1/4' 0.0. NOTE :USE OF THIS DETAIL IS UMITED TO =72 PSF BUILD -OUT MOUNT SECTION SCALE 13 . 1' -0 THREE l /4'O W000 SCREWS w/ r MN. . EMBEDMENT OR THREE (4000 BUSHINGS W/ r MN. EMBEDMENT (Dep. AT EACH 101ST. TRUSS OR RAFTER • 24' 0.0. NASA 2 x WOG° 101ST. TRUSS OR RAFTER Nit SMS BETWEEN (015503 P 10' ILL MAX 1 /4 HAN. 1/4' fAX PRODUCT REVISED 23 00mpiyin; with the Florida Belding Code Acceptance No 0 Z- 0531.0 5' Ease ton Datc o /T 2oo t- By - Miami Da Product Control Division VJ.. RM... WPM AY (<.r. 07/19/1999) .r NOTIO 1 11.0 .a 6.1 l M 99 -230 2 - , 3', t' OR Y 61 REQUIRE THAT A ONE -TIME SITE SPECIFROA VL 8 APLIED S CURED FROM THE MIAMI -0401 COUNTY IC PRODAPPUCT CONTRE P OL DIVISIOF00 AN0 N ANGLE O WHEN THE SITE CONDITION DEVIATIONS CCUR WITHIN THE MIN VELOCITY HURRICANE 5 Q ZONE AREAS ONLY OPTION -B' SHALL O 8E A 8Y THE BURONO OPWCIAL. SCALE .3' • r -0 n • • ▪ C ••#, • •• E • •• • • •• • A •••11) • j O •••i • j • • •••• GENERAL NOTES: 1 THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE 1NOA1 8Y MIAMI -0A0E COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE IHVHZI OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS A 33X INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3 DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98. A OIRECTIONALITY FACTOR OF KO .1.0 SHALL BE USED. L. THESE APPROVAL 000UMENT5 ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. ATHESE IS TRATI APPROV AL 600 D00 UMENTS COMPLY WITH CHAPTER 61610 -23 OF THE FLORIDA OMIN 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIE0 8Y THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE ODES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES OETAILEO HEREIN. T. A NY APPRO ATI00CUPIEA ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID B. BUILDING THE MAY ELECT 0116 00 THE FOLLOWING OPTIONCUMENTS, THE DOCUMENTS. Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED OATEN ANN SEALED 8 GI Y A LICENSED ENNEER OR REGISTERED ARCHITECT 6.1HICH DETAIL ANO JUSTIFY THE OEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. •• 9. FTa18E90RE I.S S NG1 OP KSL174 ALUMINUM ALLOY, 0.060' THICK. WITH A MN. 10. PRODUCT MARKINGS SHALL BE WITHIN 12 00 ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL ANO SHALL BE PERMANENTLY LABELED AS FOLLOWS. FLORIDA A STORM PANELS, FLORIDA NEC. MIALO -0AOE COUNTY PRODUCT CONTROL APPROVED 11. M NIMU BOLM TS TENSIL ANO E WA STRENGT SHERS H OF S HALL 60 8E KSI. G ALVANIZED OR STAINLESS STEEL WITH A 12. ALL EXTRUSIONS SHALL 82 6063 -T6 ALUMINUM ALLOY, U.0N C ~�� to 6465 GALY.STE6l • •••• • • • ••••• •••••• • 1/4•1AK. • • 05/23/02 10:46 Q I • 371.157 �O•HOLI C BLOCK OR W00C RATRN0 1 •• • . �I Ex15T1510 CONCRETE. HOLLOW BLOCK OR W000 FRAMING BY Mural Minion ••• USE 1 . 0 1 1 8 * 5106 USE *TORE APPLICABLE %EMOTE • L TYPICAL COEVA now 1700.1 OVERLAP FASTENERS TYP. NEE NOTE N 14 (51 16 GAGE GALV. STEEL 06I. CLOSURE PIECE PIECE 1 •Y MM. TO I'• 5 - MAX. ' FASTENER P 11 0.C. 509 DESIGN LOA05 LESS THAN OR COUAL TO 100 500 AND V O.C. FOR DESIGN L0A05 GREATER IRAN 100 555. 10(1 ANCHOR SCHEDULE FOR A ACCEPTABLE *020085 .125 .324 6063 -T6 ALUMINUM S' MAx. 5B ANGLE S CALE • 3' ..r-o 1.40 11000 NARKING ` I I LOCA W1 OALV. STEEL GRACE 40 OR ALUM: a 6 • MN..065' 66 13. DICTATE. PANELS MAY BE MOUNTED IIORIZONTALLYAWHEAE AS APPLICABLE, EXCEP3 FOR - A - AND •U' HEADER MOUNTING CONDITIONS. r 54. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIOSPAN TO A 1' . 1 . 16 GAGE STEEL TUBE USING 1/4 -26 • 3 -1/2 BOLTS W CAST ALUMINUM WASNEREO WIIN�G�NyuBTS OR JACKNUTS ISEE TYPICAL ELEVATION ) O L 1. PANELS NOT 13 KEYHOLE WASHER en / JACK ISEE.TY•2 BOLTS ELEVATIONS W1E CAST P M SPERSD WIN THAN T 3 0 O SCALE` MALP ME 1•.•TEN§RS 1 TUBE VIEEN11611 REQUIRED. • . FOR G OCA. TI • OWNER THHE C TART THE HTS M T W P I ANELS OFFER ADVISS • NSTALLEC 9PNEI•REQUIN REINFORCING DING BOLTS ALL ANO/OR E PASTE MTR PERMANENT ADHESIVE OR MECHAHICALL. ' • • • PRODUCT RENEWED •••••• n met:dying with t11e Fb1We •••• •• •• Raiding Code • • • • A Na. - G: • •o 6 14 STEEL TUBE •••• . ••••• Eip+A TAW doet Date 0 T . O, SCALE. • . L1._-.. A �I f.- OA . 1/4 -20 • 3 -112 BOLT W■TH WAS11(RED WINONUTY • 12.1 /3' 0.C. ITYPI 500' 1 r 1. 1( 4 0 Y i EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW SCALE. 1 -1/2 • 1• -0- L40' 15.40' COVERAGE 11.50' O STORM PANEL sc*1E . 3- . r -o- t � .093' TYP, Lga O 6 ANGLE sole : 3 • r -0 ,093 TYP. 1/L' S.S. STUD es 6 -1/1.' 0.0 O STUDDED ANGLE r SCALE .3' • r -o W10TM UNLIMITED IPERP. TO PANEL SPAM SECTION r PRODUCT MAAKING 10P 'TONAL LOC TIONI .090 ITYPI �rL� "F" TRACK 469' SCALE :: MALP SIZE 069" n• OS O WINGNUT SCALE r MALP SIZE TOP MOUNT OR MOUNT 000 PLAN VI O VERLAP FASTENERS 1515 PLAN VKW L NOTE 141 BOTTOM NOUNT - 9P7 e OR DIRECT C TYPICAL ELEVATION (SYSTEM 1) uNr I OVERLAP PASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE 11' OR - U- HEADERS OR DIRECT NOUNT5 WITH ANCHORS • 6 -1/4 0.C. OR 12 -1/2' O.C. BOTTOM MOUNTS SHALL BE '0' TRACK OR STUDDED ANGLES WITH STUOS • 6 -1 /1 0.0 01 01RECT MOUNTS WITH ANCHORS • 6 -1 /4' 0.G 0013-4 O.C. "Pr NW E r • 1 • 16 0A 5T1EL 1 -3/4- OVERLAP MIN. T -E WHERE APPLICABLE SEE Alois it 1. 1YPKAL ELEVATIONS ITYP 1 11 GADS GAL.,. STEEL * ANGLE CLOSURE PIECE 00 = w • r • r TUBE. MAY BE .3 USED WHERE REDUCED J SEPARATION FROM CLASS E 5 IS RE0U01EO. 01! �> SEPARATION P805 GLASS SEMOULE. SHEET 3, AND 0 i PLAN VILM L NOTE H. SHEET 1 N 5 ry 1.000' n1. 061 - Tr 1.613 1.000' 2 "h" HEADER • SCALE 3 • r - 0 STANDARD CHANNEL SCALE . MALP SIZE t / 1.• MAX, 3.000' r--. 16 GAGE GALA. STEEL GRADE SO 1 OPTIONAL LEO 01RECT100 FASTENER 60 12' 0.0 FOR DESIGN LOADS LESS THAN OR EOUAL TO 108 P55 ARO 6 O.C. FOR DESIGN LOADS ORE, TER THAN 100 P5F. 1499 ANCHOR 0610001( FOR ANY ACCEPTABLE ANCHOR. 0010 CONCRETE. HOLLOW BLOCK GA 0000 PRAM2NG "h" HEADER SCALE! 3 • 1• -0 MOTH U10.1MITE0 r 16 GAGE GA1v. STEEL 0RA0ESO M� I I� 1PT10NA Lea II 0111[7101 0 G II 17 15 • 11 SOFFIT CHANNEL SCALE . MALP 512E LoOj PERO. TO PANEL SPAN. SECTION . /'TOP MOUNT / T E OR 809ECT MOUNT SOTTISH MOUNT e OR DIRECT TYPICAL ELEVATION (SYSTEM 2) NT OVERLAP FASTENERS O8 REINFORCING TUBE REQUIRED. TOP L BOTTOM MOUNTS SHALL BE '9' TRACK OR 5100020 ANGLES WITH 5TU05 • 6 -I/6' O.C. OR DIRECT MOUNTS WITH ANCHORS • 6 -1/4' 0.C. PRODUCT REVISED m conpiyi0g Ore Fbdd. Belding Code ACTLIRE6ee NO G2.- D 571.05" Eiplr,6on Dale 0 ; Q�'Leo Z. By 661$01 DITVioo "U" HEADER SCALE • l • 1' -0 0.58' 14 0461 GAL.. STEEL 0.00' MAX CLOSURE SCALE . 3 - • r -0' • r • r TUBE. MAY BE y3EO WHERE REDUCED SEPARATION FROM GLASS 15 11000110. SEE SEPARATION PROM 01.43E SCHEDULE. SHEET 3. AND PLAN VIEW 0. NOTE to SHEET 1 O VCRLAP FASTENERS 1519 PLAN VIEW 1. NOT5141 0Ct Control Z WV • O U � O LNN W� N TWA Z 3Lu 7• • • p ••• • • • • •• �l • L • Et �n J• • i • • • ••• • • • • • • • • • • ••• • • • ••• • •• • • • • • • •••k_ • •. • •• • • • • PRODUCT CONiie01: iOTTCE %3 '.ABC • • ••• • - • • Pino - Windows Corporat 6860 N.W. 75 Street • • • • • • Medley ,FL 33166 • •• •• ••• • • • • •• • • • • • • • • • • • • ••• EPTANCE 5p MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAG1 ;ER BUILDING 140 WEST FLAGI.ER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 c oN t)R ENFORCEMENT DIVISION (303) 375-2966 FAX (303) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance Series 300 Aluminum Horizontal Sliding under Chapter 8 of the Code of Miami -Dade t • a 13 ng th se of Alternate Materials and Types of Construction, and completely described herein, as been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incu APPROVED: 01/04/2001 a s0450001 \pc2000\ \cemplaces\noace acceptance cover page.doc Internet mall address: postmaster @buildingcodeoniine.com ACCEPTANCE NO.: 00- 1107.02 EXPIRES: 01/04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions -set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County_ Building Code Compliance Office Homepage: http : / /w•ww.buildingcodeonline.com • • ••• • .• •• •• • • • • •• • J • • • • • • • • • • Pino Windows Corporation: : : •: • • ••• • • • •. • • • ••• • •• • • • ••• • • • •• • • • • • . • • • • • • • • • • • • • • • • • • • • ▪ • • •• • • • 2 ACCEPTANCE No.: 00- 1107.02 APPROVED • JAN 0 4 2001 EXPIRES JAN fl 4 7fiflR NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS •• • • • • • •• ••• • •• •. •••• • • • • • 1. SCOPE • • • • • • • • • 1.1 This approves an aluminum lhonzontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code '(SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 300 Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W00 -47, titled "Series -300 Alum. Horii. Sliding Window" Sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 10/27/00, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see "Design Load Capacity" tables corresponding to each glass thickness, sill height and anchor option, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutter the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label withthe manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man el Perez, P.E. Product Prod • ontrol Division Examiner Pino Windows Corporatian •. • • •• _ • • .. • - • ••• .• • • • .• 1 • •• .. •.• • • • • • • ••• • s • 0•• • •• • • • ... • • • ••• • • • •••• NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this la age ACCEPTANCE No.: APPROVED EXPIRES Manuel ercz, P.E. Product Cont Product roI Division END OF THIS ACCEPTANCE 3 00- 1107.02 JAN 0 4 2.001 JAN 0 4 2006 1. Renewal of this Accepttnct;;(apprOval) smell be considered after a renewal application has been filed and the original submitted ui aniitaok jngllii'ding test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer nccd not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. xaminer 4117/06 To: Current Owner 25NE103ST Miami Shores, Fl 33138 Permit: BP2003 -508 Address:25 NE 103 Street Miami Shores Village FL 33138 - Date Expired: 6/15/05 Dear Sir or Madam: In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Mabel Vargas Administrative Assistant Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, F133138 Tel: (305)795 -2204 • Fax; (305)756 -8972 • • •s.• • • . 1 lam At A►1CMIKS •• •• • • • •• ••.SCP TI I v':. mu ANCHOR NOTES • • • • • • • • • • • • • ••• • • • • • •.• • • • • ▪ •.• ML'IM. SI RIA.TURE MIN. THICKNESS • ••. • • • • • •• • • • '•• • • • • • • • • • • • • • • •• •• • • • • • • I : tt x- • • . • • : .• -0 r • (A) • • • • • • •. p V 0 • • 1 1 ••• . ala 117) 1 1 • • I , _ 1• 4 1 YPICAL ANCHORS SEE ELEVS. L ANCHOR NOTES ` 1 ANI)A1:11 `:II 1 �7) 1 /8- • •\• • • • • • • • • 6) ( 11, TYPICAL ANCHORS SEE ELEVS. 1. ANCHOR NOTES TYPICAL ANCHORS SEE CLEVS. L ANCHOR NOTES 17 IBY OR 2HY V000 BUCKS (6) •• Vi i'• t BY OR 2 BY • WOOD DUCK TYPICAL ANCHORS • SEE ELEV. FOR SPACING III - ( IS1:�._. SILL d W en X VI N_S2I.1: 1. tuts STRUCTURE IS DESIGNED AS •ER 1111 SUUIII I I uR►UA BUILDING COOS 1994 EDITION FOR OADE COUNTY. ALSO fi►H WINO LOADS AS PER ASCE 7 -88 USING CORRESPONOING LUAOS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO DIE STRUCTURE. 7. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. At1CIIOk EMBEDL1ENT . TO BASE MATERIAL SI TAI 1. HE BEYOND WALL ORESSIt4G OR STUCCO. - TYPICAL. ANC1 ORS: SEE ELEVS. FOR SPACING 3/16" OR 114 TAPCONS INTO 2BY W000 BUCKS OR woo STRUCTURE 1 - 1/4" MIN. PENETRATION INTO .V0DU Ft-IRU 1BY W000 BUCKS INTO Li - •0NRY OR DIRECTLY INTO MASONRY 1-1/4" • MIN. EMBED INTO MASONRY AITACHMF NT IO MULLION OR METAL STRUCTURE A) NO SHIM SPACE USE I10-SMS.AND CHARTS FOR 1/4" TAPCONS 8) 1/4' SHIM SPACE USE 3/16' TEKS AND CHARTS FOR 3/16" TAPCONS USE 1/4" TEKS AND CHARTS FOR 1/4' TAPCONS SEALANTS: ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AND BOTTOM OF FIXED MEETING_ RAIL SEALED WITH CLEAR /ALUM COLORED SEALANT. WEEPHOLES: wl = (1 -7/8" X 5/16') AT4" AND 25' FROM ENOS w2 _ (1/4" X f. AT MIDPOINT OF TRACK W3 = (7/8' X 3/8') AT 3-1/2' FROM EACH ENO NON IMPACT RESISTANT WINDOWS OAOE COUNTY APPROVED IMPAC1 RESISTANT SHUTTERS REOUIRED FOR ALL INSTALLATIONS. AOH£SVE BEDDING COMPOUND • ROLL FORMED ALUM GLAZING BEAD DSB -ANN. GLASS 3/16 - ANN. GLASS 1/4' ANN. GLASS GLAZING DETAIL 'Env: °O. NUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 C 1 4 2000 APPROVED AS COMPLYING WM THE SOUTH FLORIDA • r r • DA I '444 ' Id,. BY 4 i f/ .4 TOOL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO tv -I / ?. 0 2Z DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOWS WITH STANDARD SILL WINDOW WINDOW DIMS. 3/16" TAPCONS DSB - ANN. GLASS INCHES A WIDTH HEIGHT EXT. (+) TNT. ( -) 24 4 53.3 66.7 36 4 53.3 66.7 48 24 6 53.3 66.7 60 6 53.3 66.7 72 6 53.3 66.7 24 4 53.3 66.7 36 4 53.3 66.7 48 36 6 53.3 66.7 60 6 53.3 66.4 72 6 53.3 54.6 24 4 53.3 66.7 36 48 4 53.3 66.7 48 6 53.3 61.3 24 4 53.3 66.7 36 60 4 43.7 66.4 19-1/8 4 53.3 66.7 26-1/2 4 53.3 66.7 37 26 4 53.3 66.7 53-1/8 6 53.3 66.7 74 6 53.3 66.7 19-1/8 4 53.3 66.7 26-1/2 4 53.3 66.7 38 -3/8 4 53.3 66.7 37 53-1/8 6 53.3 66.7 19 -1/8 4 53.3 66.7 26-1/2 50 -5/8 4 53.3 66.7 37 50 -5/8 4 53.3 66.7 37 53-1/8 52.5 6 52.5 52.5 19 -1/8 65.0 4 53.3 66.7 26 -1/2 63 4 50.4 66.7 37 36.7 4 36.7 59.6 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOWS WITH HI -RISE SILL WINDOW DIMS. 3/16" TAPCONS DSB - ANN. GLASS INCHES A WIDTH HEIGHT EXT. ( +) - I NT. ( -) 24 4 65.0 66.7 36 4 65.0 66.7 48 24 6 65.0 66.7 60 6 65.0 66.7 72 6 65.0 66.7 24 4 65.0 66.7 36 4 65.0 66.7 48 36 6 65.0 66.7 60 6 65.0 66.7 72 6 55.8 55.8 24 4 65.0 66.7 36 48 4 65.0 66.7 48 6 61.2 62.3 24 4 64.3 66.7 36 60 4 43.7 66.7 19 -1/8 4 65.0 66.7 26 -1/2 4 65.0 66.7 37 26 4 65.0 66.7 53 -1/8 6 65.0 66.7 74 6 65.0 66.7 19 -1/8 4 65.0 66.7 26 -1/2 4 65.0 66.7 38 -3/8 4 65.0 66.7 37 53-1/8 6 65.0 66.7 19 -1/8 4 65.0 66.7 26-1/2 50 -5/8 4 65.0 66.7 37 4 65.0 66.7 53-1/8 6 52.5 52.5 19 -1/8 4 65.0 66.7 26 -1/2 63 4 50.4 66.7 37 4 36.7 59.6 • •• • • • • • •• • • • •• • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • in 0 tlY • ••• • • •• • • • •• •• • • • • • • • • • • .• • • • • • • • • • • ••• • • • • 0 4) s g z N d 0 W r ■ 0 a 0 • 0 • • ••• in • 'i • WINDOW WIDTH •• • a 15" MAX. AVG. SPACING 26 3/4" VENT WIDTH ••• • " 1/2" �. e D.L. OPG. • • 53 1/8" n n n 11 23 1/2" D.L. OPG. (2) ANCHORS O MTG. STILE ENDS AT 4" . O.C. TYP. TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES STD. FIX. MTG. RAIL TOP 19 BOTTOM EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE • D.L. OPG. 5" MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPUED MUNTINS OPTIONAL LATCHES' FOR WDW. HT. UP TO 50-5/8' ONE LATCH AT MIDSPAN OF VENT FOR WDW. HT. MORE THAN 50 -5/8' TWO LATCHES ONE AT 14' FROM BOTTOM E AT 18' FROM TOP 1/4' SHIM MAX. .4 .TYPICAL ANCHORS a - - SEE ELEV. i!, ANCHOR NOTES a. a •! c --r c? WOOD BUCKS NOT BY PINO WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A = NO. OF ANCHORS PER HEAD /SILL Engin OR. HUMAYOUN FAROOQ STRUCTURES F1A PE / 16557 APPROVEDAS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE 01. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.00' 1 1 6 9 . 0 2 O 0 0 z 0 ni 0 O 0 r7 t to W V) n 0 •s uu P C 0 Q 1.. 0 4) W v .0 a u t drawing no. W00 -47 sheet 2 of 8 ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOWS WITH STANDARD SILL WINDOW DIMS. INCHES 3/16" TAPCONS 1/4" TAPCONS A 3/16" -ANN. GLASS 1/4" -ANN. GLASS 3/16" -ANN. GLASS 1/4" -ANN. GLASS WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 24. 36 48 60 72 4 53.3 121.4 . 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 24 6 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 159.6 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3 24 36 48 60 72 36 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 4 53.3 118.2 53.3 118.2 53.3 121.4 53.3 179.3 6 53.3 118.2 53.3 118.2 53.3 121.4 53.3 157.2 6 53.3 106.4 53.3 106.4 53.3 121.4 53.3 143.7 6 53.3 88.7 53.3 88.7 53.3 101.6 53.3 139.7 24 36 48 60 72 48 4 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3 4 53.3 88.7 53.3 88.7 53.3 121.4 53.3 129.0 6 53.3 88.7 53.3 88.7 53.3 104.8 53.3 104.8 6 53.3 79.8 53.3 79.8 53.3 88.8 53.3 91.5 6 53.3 66.5 53.3 66.5 53.3 73.0 53.3 83.8 24 36 48 60 72 60 4 53.3 106.4 53.3 106.4 53.3 121.4 53.3 139.7 4 53.3 70.9 53.3 70.9 53.3 98.6 53.3 98.6 6 53.3 70.9 53.3 70.9 53.3 78.6 53.3 78.6 6 53.3 63.8 53.3 63.8 53.3 67.1 53.3 67.1 6 53.3 53.2 53.3 53.2 53.3 56.9 53.3 59.9 19 -1/8 26 -1/2 37 53 -1/8 74 26 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 159.3 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 159.3 53.3 121.4 53.3 179.3 6 53.3 119.5 53.3 119.5 53.3 121.4 53.3 179.3 19 -1/8 26 -1/2 37 53 -1/8 74 38 -3/8 4 53.3. 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 150.7 53.3 121.4 53.3 179.3 4 53.3 107.9 53.3 107.9 53.3 121.4 53.3 168.1 6 53.3 107.9 53.3 107.9 53.3 121.4 53.3 135.9 6 53.3 80.9 53.3 80.9 53.3 91.6 53.3 123.1 19-1/8 26 -1/2 37 53 -1/8 74 50 -5/8 4 53.3 121.4 53.3 158.2 . 53.3 121.4 53.3 179.3 4 53.3 114.2 53.3 114.2 53.3 121.4 53.3 155.3 4 53.3 81.8 53.3 81.8 53.3 118.3 53.3 118.3 6 5.3.3 81.8 53.3 81.8 53.3 91.3 53.3 91.3 6 53.3 61.3 53.3 - 61.3 53.3 66.7 53.3 76.2 19 -1/8 26 -1/2 E 37 53 -1/8 74 63 4 53.3 121.4 53.3 127,2 53.3 121.4 53.3 162.7 4 53.3 91.8 53.3 91.8 53.3 121.2 53.3 121.2 4 53.3 65.7 53.3 65.7 53.3 91.1 53.3 91.1 6 53.3 65.7 53.3 65.7 53.3 .68.6 53.3 68.6 6 52.4 49.3 53.3 49.3 52.4 52.4 53.3 55.0 0 • • ••• • • • ••. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • •74" • • • • • . • • ••• • • • WINDOW WIDTH 15" MAX. AVG. SPACING 37 1/4" • •iVEN: WIDTH• :9r'• • • • • • ••• • • • •.•34 1:/8" •.• • • • •• • • • • • • • • • • 3/16" OR 1/4" ANN. GLASS _ = 1= CHAR 8 11 tI 1' D.L. OPG. 11. �s • . i t • .. H.D. FIX. MTG.. RAIL • • •• • • • XO LAYOUT OX OPPOSITE () Top L ()BOTTOM EXTERIOR WINDOV WIDTH (2) ANCHORS ® MTG. STILE ENDS AT 4" 0.C. TYP. iI t 1 1 II 1 lI 1 r = = eV'," 's 3/16" OR 1/4' ANN. GLASS 1 1 i I I I 1 1 1 1 1 1 34 1/8" D.L. OPG. TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES AT HEAD /SILL CORNERS LATCHES' FOR WDW. HT. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR WDW. HT. MORE THAN 50 -5/8' TWO LATCHES 'ONE AT 14' FROM BOTTOM NE AT 18' FROM TOP 1/4' SHIM MAX. • 5" MAX. TYP. SURFACE APPLIED HUNT INS OPTIONAL • 4 TYPICAL ANCHORS (- SEE ELEV. I. ANCHOR NOT 4 a A = NO. OF ANCHORS PER HEAD /SILL Engr. DR. HUMAYOUN FAR000 STRUCTURES F1.A PE if 16557 DEC 1 4 2000 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDIN CODE DATE BY PROD loo. ONTROL DIVISION BUILDING CODE CO OFFICE w ACCEPTANCE NO. 00'110 .7 .02 z 00 ca tO ,.... N U a o v 0 L w Z w O g «Q V) �0� Cr 3 J z C5 t O z_ z 0 J to tai 0 O 0 p) to w w to in c 0 tv v 0 ) c 0 0 rn a) O 1 0 f , • 11 • m z 0 s 'drawing no. WOO -47 (sheet 3 of 8 DESIGN LOAD CAPACITY WINDOWS - PSF (X0 OR OX SIJFS) WITH 111 -RISE SILL WINDOW DIMS. INCHES 3/1 TAPCONS 1/4" TAPCONS A 3/16" -ANN. GLASS I/4" -ANN. GIJLSS 3/18" -ANN. GLASS 1/4" -ANN. GLASS WIDTH HOG Tf EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) «MRSK 4 65.0 • 121.4 - 65.0 179.3 65.0 121.4 65.0 119.3 4 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 24 6 85.0 121.4 65.0 177.3 65.0 . 121.4 65.0 179.3 65.0 - 121.4 65.0 159.6 65.0 121.4 65.0 179.3 6 65.0 121.4 65.0 133.0 65.0 . .121.4 65.0 179.3 ;.'4M$SP 4 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 4 65.0 . 118.2 65.0 118.2 65.0 121.4 65.0 179.3 36 6 65.0 118.2 65.0 118.2 65.0 121.4 65.0 157.2 8 65.0 106.4 65.0 106.4 65.0 121.4 65.0 143.7 6 65.0 88.7 65.0 88.7 65.0 101.6 65.0 .139.7 N A V S A 4 65.0 121.4 65.0 133.0 65.0 121.4 65.0 179.3 4 65.0 88.7 65.0 88.7 65.0 121.4 65.0 129.0 . 6 65.0 88.7 65.0 88.7 65.0 104.8 65.0 104.8• 6 65.0 79.8 65.0 79.8 65.0 68.8 65.0 91.5 6 65.0 66.5 •65.0 66.5 65.0 73.0 • 65.0 . 83.8 24 36 48 60 72 60 4 65.0 106.4 65.0 106.4 65.0 121.4 65.0 1.39.7 4 65.0 70.9 65.0 70.9 • 65.0 98.8 65.0 98.6 6 65.0 70.9 65.0 70.9 •65.0 78.6 65.0 78.8 6 65.0 63.8 65.0 63.8 65.0 67.1 65.0 67.1 6 56.9 53.2. • 59.9 53.2 56.9 56.9 59.9 59.9 19 -1/8 26 -1/2 37 53 -1/8 74 26 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 85.0 121.4 65.0 159.3 65.0 121.4 65.o 179.3 6 65.0 121.4 65.0 159.3 65.0 121.4- 65.0 179.3 6 65.0 119.5 65.0 119.5 65.0 121.4 65.0 179.3 19 -1 /8 26 -1/2 37 53-1/8 74 38 - 3/8 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 150.7 65.0 121.4 65.0 179.3 4 65.0 107.9 65.0 107.9 65.0 121.4 65.0. 168.1 6 65.0 107.9 65.0 107.9 65.0 121.4 65.0 135.9 6 65.0 80.9 65.0 80.9 65.0 91.6 65.0 123.1 19 -1/8 26 -1/2 37 53-1/8 74 50 -5/8 4' 65.0 121.4 65.0 158.2 65.0 121.4 65.0 179.3 4 65.0 114.2 65.0 114.2 65.0 121.4 65.0 155.3 4 65.0 81.8 65.0 81.8 65.0 118.3 65.0 118.3 8 65.0 81.8 65.0 81.8 65.0 91.3 65.0 91.3 6 65.0 . 61.3 65.0 - 61.3 65.0 66.7 65.0 76.2 19 -1/8 E 26 -112 37 53 -1/8 74 63 4 65.0 •121.4 65.0 127.2 65.0 121.4 65.0 162.7 4 65.0 91.8 65.0 91.8 65.0 121.2 65.0 121.2 4 65.0 65.7 65.0 65.7 65.0 91.1 65.0 91.1 8 65.0 65.7 65.0 65.7 65.0 68.6 65.0 . 55.0 68.6 6 52.4 49.3 55.0 49.3 52.4 52.4 _ 55.0 • • • • • • • • • � • • ••• _ • • • ••• •• •• • • • •• •• • • • • • • • ••• • • • • • ••• • • • 74' • • • • • • • • • • .. S. • • • • "WINDOW WIDTM • • S. • • ••- • • • • x • •• • IL ILMILiM 17 11 1 1 11 • • ---4,---414-- AWL GLASS ill il 1 t 11 -IL,- = 11' - 1 f I 15" MAX. AVG. SPACING •• • • • • ••• • • '• 3 1 /a • • • • 37 T /4' D.L OPG. • • • • • 19 BOTTOM EXTERIOR VDNIg1V WIDTH XD_ LAYOUT OX OPPOSITE ( ANCHORS 0 MTG. STILE ENDS AT 4' O.C. TYP. •• •I 11 11 =___I ___?r _ • (1 II II II -- _tl - IL - -=-1t - =_?; -- Is //. I1 3/16' OR 1/4" ANN. GLASS 1 1 I . •• • 1 TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO BE EQUAL 01)1 MOVING AND FIXED LITES LATCHES. FOR VDV. HT. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50-5/8' T s) LATCHES ONE AT 14' FROM HOT TOM AT 18' FROM TOP 34 1/8' _ SURFACE APPLIED' MUNTINS OPTIONAL - 0.1. OPG. AT HEAD /SR.L CORNERS k 5' MAX. TYP. a TYPICAL ANCHORS SEE ELEV. I. ANCHOR NO WOOD. BUCKS NOT BY PINO WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A = NO. OF ANCHORS PER HEAD /SILL C Engr DR. HWAAYOUN rAR000 STRUCTURES FLA. PE I. 16557 DEC 1 4 2000 & APPROVED AS CO1.1PlY84 WITH THE SOUTH F ORIDA WILDING CODE DA ' 4. 2001 BY PRO • Cr ► ROL DIVISION BUILDING CODE COUP41414CE OFFICE ACCEPTANCE NO U e M -i( ?•O 2. m o° 2 t O a a O In + v E ^ p z cL. 4 d� # W '' l re r i •a I Wowing. no. W00 -47 I sheet 4 01 8 1 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOWS IITPH STANDARD SILL WINDOW DIMS. • INCHES 3/1 TAPCONS 1/4" TAPCONS A 3/16" -ANN. CUSS I/4" -ANN. GLASS 3/18" -ANN. GLASS I/4" - ANN. GLASS WIDTH ' HEIGHT EXT. (4) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. (4) INT. (-) 72 84 96 108 111 7 53.3 121.4 53.3 155.2 53.3 121.4 53.3 179.3 24 8 53.3 121.4 53.3 152.0 53.3 121.4 53.3 179.3 8 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3__ 165.5 8 ' 53.3 112.1 53.3 118.2 53.3 112.1 53.3 8 53.3 108.8 53.3 115.0 53.3 108.8 53.3 160.7 72 84 96 • . 108 111 36 7 ' 53.3 103.4 53.3 . 103.4 53.3 106.2 53.3 146.4 8 53.3 89.5 53.3 101.3 53.3 89.5 53.3 132.2 8 53.3 . 77.3 53.3 88.7 53.3 77.3 53.3 114.2 100.6 8 53.3 68.1 53.3 78.8 533 68.1 53.3 8 53.3 66.1 53.3 .76.7 53.3 66.1 53.3 97.7 72 84 96 108 111 48 .\ 7 53.3 76.2 53.3 77.6 53.3 76.2 53.3 93.1 8 53.3 _ '64.2 53.3 76.0 53.3 64.2 53.3 86.4 8 53.3 55.5 53.3 66.5 53.3 55.5 ' 53.3 82.1 8 48.9 48.9 53.3 59.1 48.9 48.9 53,3 .72.2 8 47.4 47.4 53.3 57.5' 47.4 47.4 53.3 70.1 72' 84 96 108 111 S 7 53.3 59.4 53.3 62.1 ' 53.3 59.4 53.3 68.3 8 50.1 50.1 53.3 60.8 50.1 50.1 . 53.3 62.0 8 43.3 43.3 53.3 . 53.2 43.3. 43.3 53.3 57.6 8 38.1 38.1 . 53.3 47.3 38.1 38.1 . 53.3- 54.6 ' 6 37.0 37.0 53.3 48.0 37.0 37.0 53.3 ' ' 54.1 74 106 -1/4 111 26 7 53.3 121,4 53.3 139.4 ' 53.3 121.4 ' 53.3 179.3 . 8 53.3 . 103.0 53.3 110.9 ' 53.3. 103.0 53.3 152.1 8 53.3 98.2 53.3 106.2 53.3 98.2 53.3 145.1 74 106 - 1/4 111 38 - 3/8 7 I. 53.3 94.4 53.3 94.4 53.3 95.5 _ 53.3 130.3 - 8 53.3 64.3 53.3 75.2 53.3 ' 64.3 53.3 _ 95.0__ 90.6 8 53.3 61.3 53.3 71.9 53.3 61.3 53.3 74 • 106-1/4 111 50 -5/8 7 53.3 ' 69.6 53.3 . 71.6 53.3 69.6 53.3 84.9 . 8 46.8 46.8 53.3 57.0 46.8 46.8 53.3 69.3 8 44.7 44.7 53.3 54.5 44.7 44.7 53.3 66.1 74 106 -1/4 111 63 7 53.3 54.6 53.3 57.5 53.3 54.6 53.3. 62.9 8 36.8 36.8 51.0 45.8 36.8 36.8 51.0 51.0 8 35.1 35.1 50.0 43.8 35.1 35.1 50.0 50.0 -I 0 • • •••• • • .._. e_s•• - we -- •• 4 • • •• •• • • • • • • • • •' • • • • • •.• • • • • • • .. • • • • • • • ••• •• • • • ••• 111' 1 BY OR 2 BY W000 BUCK • • 0 29 1/2z . IE=1T •WIDTH , • • .1 110:. D.L OPG. •.1 11 11 I I •I 11 11 11 3/16" ANN. CLAS === �l 23" MAX. HEAD /SILL sa r-s- • • •• TYPICAL ELEVATION TESTED UNIT GLASS WIDTH OF FIXED LATE f 1/2 OF WINDOW WIDTH _ D.L. OPC. __ (20 i WINDOW WIDTH • ••• • • • • • • . . (2) ANCHORS • • • i MTG. STILE ENDS • AT 4' O.C. TYP. •1 11 II u rI 11 11 17" MAX. HEAD /SILL 11 11 11 44 et R )1 1 II II � / i t - _=__ 1 =_ =- / / -_-+__ =� Ii 3/16 l/4'0 i II ANN. GLASS 11 - - I I SEE CHARTS li- -_ - u I 'I 1 .i I1 II IS 53" D.L OPG. M.D. FIX. MTG. RAIL 1 °1 LATCHES. FOR VDV. HT. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 -5/8' TVO LATCHES ONE AT 14' FROM BOTTOM AT 18' FROM TOP TOP D.L. OPG. 19 BOTTOM WINDOW WIDTH XOX LAYOUT EXTERIOR 27 1/2" VENT WIDTH 24 1/8' D.L. OPG. 3/16" ANN. == _ GLASS = II I. w- 5' MAX. TYP. AT HEAD /SQL CORNERS • N SURFACE APPLIED MUNTINS OPTIONAL 0.L OPG. 1/4' SHIM MAX. • - 4 4 . a 4 = NO. OF ANCHORS PER HEAD /SILL TYPICAL ANCHORS SEE ELEV.'1. ANCHOR NOTES En= DR. HUMAYOUN FAR000 STRUCTURES FtA. PE 1 16557 000 APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILD) CODE E . ! /EU - _ 2Doj DY PROD CT • (TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTAI10E NO 10 /I 0 7• o2 8 t o Z o 0 F g O .R U - a. I- to i O cn to el O � M w 0 r` I • Z tL O o -J a: 0 u r drawing no. WOO -47 1 1 BY OR 2 BY WOOD BUCK • 0 0 • • ••• • • • •• •• • • e ••• •• • • • • . • • • • • • • • ••• • • . • •- s • .. • : oleo f • . •. • 27 1/2" ma "op • • a ••24.1 • • :: �.L.. OPT- • ••• • • • • . • a • • • • • • • II • Is II II 111 ;/' 3/16" ANN. GLASS I I It B 23' MAX. HEAD /SILL • .• ••a • O.L. OPG. ••• • • • • •• •• 111' • WINDOW' WIDTH • •.. (2) ANCHORS • • • O MTG. STILE ENOS • • ' • AT 4' 0:C. TYP. • • •. • • •• I . 17 MAX. I HEAD /SI.L (D) H.O. . FIX. MTG. RAIL 8) 53 D.L OPG. g "/ 5 ()TOP �- 19 BOTTOM WINDOW. VIDTH LOX LAYOUT • EXTERIOR 27 1/2' VENT WIDTH 24 1/8" O.l OPG. II II II i• V • 3/16" ANN. GLASS I; ' TYPICAL ELEVATION TESTED UNIT GLASS WIDTH OF FIXED UTE ti/2 OF WINDOW WIDTH 5" MAX. TIP. AT HEAD/SILL. CORNERS SURFACE APPLIED HUNTINS OPTIONAL LATCHES' FOR VDV. HT. UP TO 50 - 5/8' ONE LATCH AT NIDSPAN OF VENT FOR VDV. HT. MORE THAN 30 - 5/8' TVO LATCHES ONE AT I ' FROM BOTTOM AT 18' FROM TOP D.L.. OPG. 1/4' SHIM MAX. WINDOW DIMS. INCHES WIDTH HEIGHT 72 54 96 105 1 72 84 96 108 - 111 •72 84 96 108 111 72 84 98 toe 111 74 106 -1/4 111 74 106 -1/4 111 74 106 -1/4 111 74 106-1/4 111 24 26 38 -3/8 50 -5/8 63 A 7 8 8 8 7 B 8 . 8 8 7 B a - B 6 7 a B 59.4 50.1 43.3 8 6 8 7 8 8 7 6 8 7 8. 8 3/18" TAPCONS 3/18" -ANN. GLASS EXT. ( +) 62.0 82.0 62.0 62.0 62.0 62.0 62.0 62.0 82.0 62.0 62.0 62.0 55.5 48.9 47.4 38.1 37.0 62.0 62.0 62.0 62.0 62.0 61.3 62.0 46.8 44.7 54.6 36.8 35.1 DESIGN' LOAD CAPACITY - PSF (XOX • SIZES) WINDOWS' WITH RI - SILL INT. ( -) 121.4 121:4 121.4 112.1 108.8 103.4 89.5 77.3 • 68.1 66.1- 76.2 64.2 55.5 62.0 82.0 48.9 47.4 59.4 50.1 43.3 38.1 37.0 121.4 103.0 98.2 94.4 64.3 61.3 69.6 46.8 44.7 35.1 • I /4` -ANN. GLASS EXT. ( +) 62.0 62.0 62.0. 62.0 62.0 62.0 62.0 62.0 62.0 62.0 78.8 76.7 62.0 62.0 62.0 62.0 62.0 57.6 54.6 54.1 62.0 62.0 62.0 62.0 62.0 62.0 62.0 62.0 62.0 62.0 51.0 50.0 54.6 36.8 1NT. ( -) 155.2 152.0 .133.0. 118.2 115.0 103,4 101.3 88.7 77.6 76:0 66.5 59.1 57.5 62.1 60.8 53.2 47.3 46.0 139.4 110.9 106.2 94.4 75.2 71.9 71.6 57.0. 54.5 57.5 45.8 43.8 1/4" TAPCONS 3 /l6"- ANI!1. GLASS 1/4" -ANN. GLASS EXT. ( +) INT. ( -) EXT. ( +) . 1NT. ( -) 62.0 121.4 . 62.0 179.3 62.0 121.4 • 62.0 179.3 62.0 .121.4 62.0 179.3 62.0 1 62.0 • 165.5 62.0 108.8 62.0 160.7 62.0 106.2 62.0 146.4 : 62.0 62.0 62.0 62.0 62.0 62.0 55.5 48.9 47.4 59.4 50.1 43.3 38.1 37.0 62.0 62.0 62.0 62.0 62.0 61.3 62.0 46.8 44.7 54.6 36.8 35.1 89.5 77.3 68.1 66.1 . 76.2 62.0 62.0 62.0 132.2 114.2 100.8. 62.0 97.7 62.0 93:1 64.2 62.0 86.4 55.5 62.0 82.1 48.9 62.0. 72.2 47.4 62.0 70 :1 59 -4 62.0 68.3 50.1 62.0 62:0 43.3 57.6 57.6 38.1 . ' 54.6 54.6 37.0 - 54:1 • 54.1 121.4 62.0 179.3 103.0 62.0 '152.1 98.2 62.0 145..1 953 62.0 1303 64.3 62.0 95.0- 61.3 62.0 90.8 69.6 62.0 84.9 46.8 62.0 69.3 44.7 62.0 66.1 54.6 62.0 62.9 36.8 51.0 51.0 35.1 50.0 50.0 • • a , A = NO. OF ANCHORS PER HEAD /SU a TYPICAL ANCHORS SEE ELEV. t ANCHOR NOTES APPROVED AS COMPLYING WITH THE SOUTH ORIDA MONO CODE OA / lL' /i OD J BY il • PR♦OOU T CONTROL DIVISION 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO- t» /(D4 oZ n 2 v k � drawing no. WOO - 4! sheet 5 OI $ 1 2.500 FRAME JAMB .890 .655 .822 --) -.062 VENT TOP /BOTTOM RAIL r 1.031 1.409 1.245 1 .062 HI -RISE SILL TRACK 1.064 2188 FRAME HEAD 1.186 • • • • • 1.151 • • • •• I • • • • • • • • • • • • • S. • • • • • • • • --IL .062 TIP* • • • • ••• • • • ••• • II • t•• • • • • •• • • •§ DIVIRXCO RAIL • • -. • •• • . . 1.062 .050 TYP. • • SCREEN ADAPTER .062 TYP. f f .890 1 L __ 1.626 JAMB STILE 1.750 1.188 1.234 1.626 MEETING RAIL F.062 TYP. 1.100 1.032 STD. SILL TRACK 1.126 - 1.000 A -1.000 1 1.812 -- .062 TYP. H.D. FIXED MTG. RAIL ITEM 1 2 2A 5 5A 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 PART # PDH -503 PHS -606 PHS -601 PHS -607 26022 PHS -603 PDH -504 PDH -525 PDH -507 POH -527 PDH -508 8725/000 PHS -604 FS- 7118 -187 PB -8327 - 187 PHS -605 P0H -515 PHS -604 PHS -604 QUANTITY 1 1 1 1 1 2 1/ VENT 1/ VENT 2/ VENT 1/ VENT 1/ VENT AS READ. AS REOD. AS REDD. AS REDD. AS REDD. 2/ VENT 2/ VENT 2/ VENT AS REDD. AS REQD. 1/ VENT 1/ VENT 1/ VENT 2/ WINDOW 2/ BAFFLE 2/ ADAPTER DESCRIPTION FRAME HEAD HI -RISE FRAME SILL STD. FRAME SILL HI -RISE SILL TRACK STANDARD SILL TRACK FRAME JAMB STD. FIXED MEETING RAIL H.D. FIXED MEETING RAIL TOP AND BOTTOM RAIL JAMB STILE INTERLOCK STILE METALLIC CAM LOCK (ZINC DIE CAST) SCREEN ADAPTER TOP & BOTTOM RAIL WEATHERSTRIPPING JAMB STILE WEATHERSTRIPPING BULB WEATHERSTRIPPING ROLLER HOUSING WHEEL ROLLER PIN GLAZING BEAD ASSEMBLY SCREWS (FRAME & VENT) MEETING RAIL SILL SCREW (BOTTOM) 5/16' BOX SCREEN SCREEN ADAPTER BAFFLE BAFFLE SCREWS 0-32 X 1/2 POST BINDING SCREWS MATERIAL 6063-15 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 ZAMAK 6063 -T5 VINYL NYLON ST. STEEL ST. STEEL ALUMINUM PL. CRS PL. CRS 6063 -T5 NYLON PL. CRS MANF./SUP PLI ER/REMARKS ALUMAX / BONNELL ALUMAX /BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX /BONNELL ALUMAX / BONNELL ALUMAX / BONNELL ALUMAX /BONNELL ALUMAX /BONNELL ALUMAX /BONNELL ALLEN STEVENS SCHLEGEL FIN SEAL OR EQ. SCHLEGEL OR EQ. M&M PLASTICS ROLL FORMED # 8 X 3/4' PH SMS j 8 X 3 -1/4' PH 5M5 WARREN IND. OR EQUAL M&M PLASTICS j 6 X 3/8' PH SMS n 3 Z J 0 I U 0 0 r) W w to rn N co o W to U, 1J.I v In to to I __ el.. N in La 0 CO W t o o I t • c 0 a► c 0 O. U 0 0 .0 0 0 o 0 t • 8 N O • I a c ( drawing no. W00 -47 (sheet 7 of 8 .812 2.188 HI -RISE SILL .407 J 2.938 .812 I-- 2.188 STANDARD SILL 1.719 J APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE A . 20 . D1 BY e /v. PRO ROL• tiI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. W' 1 / 0 3.OZ • • ••• • • • .•.•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • ••• • • • •.• • • • • • • •• • • • • • • • • ••• • • • • • • •. • • • • • • • • ••• • • • •• • • • •• •.• •• • • • • • S. • • • • • 0410 •• v VENT TOP /BOTTOM CORNERS FIXED MTC RAIL CORNER FRAME TOP CORNER FRAMEFRAME BOTTOM APPROVED AS COMPLYING NTH THE SOUTH ' • '., BUILDING CODE DA . �iiru • .rr1 • M• ' :1 BUILDING CODE COMPLMNCE OFFICE ACCEPTAI ENO 1/9"q/C9 • ° PINSON z to U p O ° m g 13 04 0 O a. 4 O + �' V _ W a ; " o rzIg W A = F N J ( 5 C, z 0 1.1 O 7 ' A N