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BP-05-401Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Building Permit Permit Number: BP2004 -670 Printed: 5/20/2004 Page 1 of 1 Applicant: CHRISTOPHER COX Owner: COX CHRISTOPHER JOB ADDRESS: 500 NE 97 ST Contractor WILSON, MICHAEL J Contractor's Address: 870 NE 122 ST Local Phone: Parcel # 1132060171540 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 9 & 10 BLK 99 LOT SIZE 103.500 X 130 Fees: Description Amount FEE2004 -5126 Building Fee $100.00 FEE2004 -5127 CCF $0.60 FEE2004 -5128 Notary Fee $5.00 FEE2004 -5129 Training and Education Fee $0.20 FEE2004 -5130 Technology Fee $2.50 FEE2004 -5131 Scanning Fee $3.00 Total Fees: $111.30 Permit Status: APPLIED Permit Expiration: 11/15/2004 Construction Value: $840.00 Work: ROOF REPAIR TILE ROOF Total Fees: $111.30 Total Receipts: goo MAY 2 6 PAID a lc Signed: (INSPECTOR) 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: Miami Shores Village APPROVED BY i DATE ZONING DEPT � 111r111 bi �f) ' € ALL EDLHAL nuirs AND REM! AT1ONS 3LDG DEPT :,UI3JEC'T TOCOMPLIAN •• 1,3TA IT AND COUNTY May 30, 2006 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 Subject: Permit Cox Res! Dear Building Official: Swaysland Professional Engineering Consultants, Inc. has inspected the new roof framing and wood decking installed under the subject permit. The roof framing included the new ridge beam and new rafters. All of the framing and decking has been installed in accordance with the plans, details and the Florida Building Code. If you have any questions or need additional information, please do not hesitate to contact us. Very truly yours, SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. By: j • • • • • •• ••• J''' n C. Evans, P.E. a Registration No. 31947 ••• ••• • • • • • • • • • . • • • • .• •• . • • • • • . • •• • ••• •• ••• •• • : • • • • • • • • • • • • • • • • • • • • • • • • •i • • • •• • • • • • • ••• • • • • • ••• • • • • • • • • • ••• • • • • • ••• •• • •• ••• • • • •• • Swaysland Professional Engineering Consultants, Inc. 1459 South University Drive Plantation, Florida 33324 (954) 473 -0043 • Fax (954) 473 -0063 Toll Free 888- 264 -7732 � gGgIIC�IEg D JUN o s 2006 BY: MY May 30, 2006 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 Subject: Permit No. BP05 -401 Cox Residence Dear Building Official: Swaysland Professional Engineering Consultants, Inc. has inspected the roof demolition and the condition of the roof framing at the subject residence. All rotted /deteriorated wood has been replaced. The roof pergola has been re- fastened to the existing framing. The work has been performed in accordance with the plans, details and the Florida Building Code. If you have any questions or need additional information, please do not hesitate to contact us. Very truly yours, SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. By` ��,,' ohn C. Evans, P.E. FloJda Registration No. 31947 • ; •• • • : : .•• •. •• •• • • • • • •% : • • S . ' • • • •• ••• • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• 00 • Swaysland Professional Engineering Consultants, Inc. 1459 South University Drive Plantation, Florida 33324 (954) 473 -0043 • Fax (954) 473 -0063 Toll Free 888 - 264 -7732 JUN 0 Cy 1006 BY: "k. May 30, 2006 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 Subject: Permit No. BP05 -401 Cox Residence Dear Building Official: Swaysland Professional Engineering Consultants, Inc. has inspected the structural elements installed under the subject permit. These elements include the new concrete footings, new steel columns and brackets, and new wood Paralam beam. All of this work was performed in accordance with the plans, details and the Florida Building Code. If you have any questions or need additional information, please do not hesitate to contact us. Very truly yours, SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. By: `� /�'C � ohn C. Evans, P.E. Florida Registration No. 31947 ; •• •• • : • •• ; • •• • • •• • • • • • • •• ••• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• ••• • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• • • •• • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • • • • • Swaysland Professional Engineering Consultants, Inc. 1459 South University Drive Plantation, Florida 33324 (954) 473 -0043 • Fax (954) 473 -0063 Toll Free 888 - 264 -7732 MCFZEWM3 la JUN f 2006 jg B Y: SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. 1459 S. University Drive PLANTATION, FLORIDA 33324 PH. (954) 473 -0043 (888) 264 -7732 FAX (954) 473 -0063 ;,te If -CT TO COMPLIANCE TH ALL EDERAL COUNTY ROLES AND REGULATIONS • •• ••• '• • • , � • • ••• • • • • ••• • ID' •• • •. • ;• • •. • • •• ••0 ••i ••• ••• ••• • • • •• • • • • ••. • • • • � • • . .. • • •• • •• • • • •• • • • - 0 • ••. • • • •._ • • • •i • • • • • • • • • • Oi• •• •• • • • • • • JOB [.et SHEET NO CALCULATED BY - re -- CHECKED BY SCALE DATE 2/7//�� DATE f - * PpS= s`G / J/ 1 SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. 1459 S. University Drive PLANTATION, FLORIDA 33324 PH. (954) 473 -0043 (888) 264 -7732 FAX (954) 473 -0063 ear SHEET NO Z JOB OF CALCULATED BY DATE •Z' CHECKED BY DATE SCALE • • p/ • •a •, • 1 • 6 • • •• • • • • . -•• d • •• ••• • • • ••S • • • ••• • • • ••• • • •• • ••• • ••• • • • • •• • • • • 0•• .'• • • • ..' SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. 1459 S. University Drive PLANTATION, FLORIDA 33324 PH. (954) 473-0043 (888) 264 -7732 FAX (954) 473 -0063 JOB SHEET NO 3 • • . • • • • • ••• •.•• ••• • • ••• • ••• • • •• • • • • • • • ■ • • •• • • •• � • • • • • • • • • • • • ••• • •• ■ • • ••• • • • • • •• • ••• • • • ••• • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • •i i • • • • i • • • • OF CALCULATED BY DATE Z. "`o CHECKED BY DATE SCALE w c � SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. 1459 S. University Drive PLANTATION, FLORIDA 33324 PH. (954) 473 -0043 (888) 264 -7732 FAX (954) 473 -0063 /1G !! ave JOB SHEET NO • ••• •fr • • • ILVeriP q,+ • • • • • • •• • • i P dr. • • • •••`• • • M•• • ••••. • • •.. •. • • i • • •• • • • ••••. OF CALCULATED BY DATE CHECKED BY DATE SCALE eoempre 3 3 pie Y"Z own Jun -15 -06 07:56A Micl-iaal Wilson P_01 WOW WII Phone 305 -893 -1557 C Fax 305- 899 -9490 MIAMI SHORES ibLD ATTN :MABELL ACTTTITIE WHEN DOING TIE W AND SURROUN1bNG UNTILL THEY WED $6C- 756 vL ;4 ■C 305- aaractir 324915 EFT_ AT 500 NE 97 ST FOR MR. MRS_ COX COULD NOT BE COMPLETED BECAUSE RK THEY FOUND THAT THEY HAD A STRUCTUAL PROBLEM WITH THE CHIMNEY EAS. PERMIT # IS BP- 04-670 COULD YOU PLEASE CLOSE OUT THIS PERMIT WHAT THEY HAVE TO DO THANK YOU 5, pg D-€ 0 44; RESPECTFULLY (TiO MIKE WILSON 851 NE 122ND STREET Minn Fia. 33161 -5726 6/15/06 Miami Shores Village Building and Zoning Department Miami Shores, Fl 33138 HOLD HARMLESS ImizIEETEI JUN 1 4 _1 06 BY: RE: Property located at (address 7d1ea cription) chet Gentlemen: As legal owner of s bject property, I request the cancellation of permit nurriber• to. 1Ce (�l �1 d`)/1 , for the following reason: Y'P Q./ .( Date of last inspection: N , � I hereby apply as owner- builder, or authorize (new contractor) Ht P l�� tap ,Ts to apply for such permits as necessary to construct or complete the construction ®n subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or : damage, cosror expense jincluding attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, 144( (owner's signature) ('sc ripc name) 13&" Prime contractor (only if subcontractor holds permit or if change of qualifier). (signature) (print name) STATE OF FLORIDA COUNTY OF DADE: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this Notary Public, State of Florida at Large _ �. ± be 9 . o , 1i r , Date issued BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) r (S CCD/( Phone # Owner's Address City Tenant/Lessee Name Phone # State ,Job Address (where the work is being done) SCO NY S - 1 — City Miami Shores Vill e County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name t 1 b i /5 C2r) . Phone it I Contractor's © 3 r's Addres I - 122_ f— C°) 35-2:-CO City N M1 State Zip Qualifier Name Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Add_tion Describe Work: * * *** * * * * * * ** *** * * * * * * * * *** * ***** * * ** F * * *** * * * * ** ** * * * * * * * *** * * *** * ** Submittal Fee $ Permit Fee $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip NO Permit No. Master Permit No. Certificate of Competency No. Square / Linear Footage Of Work: ❑ teration ❑New ❑ Repair/Replace DAL ❑ Demolition r C41 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known 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 PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning BUILD _ _ - PERMIT APPLICA FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholde l - Phone # ' OL 75 ``_,--, Owner's A ',7 City • � ��j ela State Zip 3/3P 3P Tenant/Lessee Name Phone # Job Address (where the work is being done) j P� doti 9 2 Ci Miami Shores Village County Miami Dade Zip Is Building Historically Designated YES NO Contractor's Company. Name 1/6"frd-e- Z,"&/ « Contractor's A. - 7 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: DAddition DAlteration Describe Work: -7 i Total Fee Now Due $ REnEN MAY 1 700 - :/L..0.. Scanning S Radon $ (Continued on opposite side) ivnarni 31101 v iii tae Building Department Permit Fee $ 1; N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Submittal Fee $s O.O 0 ,�t� - Notary $ 5 — Training/Education Fee $ �/" 1 r�( .MEMO, Code Enforcement $ Structural Plan Review. $ Permit No.B ? V •- A . '? 0 Master Permit No. Phone # J 13--/s5 5 7. . Zip .33/, re Footage Of Work: Repair/Replace 0 Demolition r CCF $ a 60 Technology Fee $ j C 0 Bond $ Bonding Company's Name (if applicable) /4 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 FT.F.CTRICAL 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 ence of such posted notice, the inspection will not be ap.ro <.- • einspection fee b 'charged. • st The forego' e g day of ,206,/,b, who is personally known to me or who has produced As identifi.. • { -n and who did take an oath My Commission Expires: ********************************* * * * * * * * * * * * * * * * * * * * * * * ** * * * * *** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 er or Ag ent was acknowledged be Signature Contractor The foregoing instrument was acknowledged before me this , day of , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MAY 1 8 MN Plans Examiner Engineer Zoning Dat Type Insp' Permit No. Name Address5 O 0 Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE %D BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Company Phone # Inspection Date MIAMI SHORES VILLAGE 1%,0 BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Dat•4 ) 0 ° Type Insp' 2 Permit No. P:90) & 7'0 Name Address so 0 ry) r • Company Phone # Inspection Date — Approved Correction Re-Insp'n Fee 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Con , is Name: 1 e 45 Section A (General Information) Process No. Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 0 Other I / 2-: . 4 -(i 4_ Roof Type ❑ New Roof ❑ Re- Roofing ❑ Recovering Low slope roof area (ft." Steep Sloped area (R') Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Section B (Roof Plan Page 2 Repair ❑ Maintenance Total (ft.') I ' Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (al: l ' Corner Size (a' x a'): a}� ' . , �,4, raill Qr......mamilmaproji 111111111=11110111111•111111E111111111 ' � fL.. d "IrI�INIMMI �iitir�i 1 9 d DATAPRINT N133783 • • ••• •• •• • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• ••• /TS: / f Czv' /t EO/'te=° 500 ? 7 sr • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • ••• ••• • •• • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • pr/�.�.. _ sire ."kw AREA OF WON Swaysland Professional Engineering Consultants, Inc. 1459 S. University Drive, Plantation, FL 33324 (954) 473 -0043 Fax (954) 473 -0063 a 0 -0 PROJECT DATA: DATE: - 3fj -os JOB NUMBER: / 17.3 DESIGNED BY: DRAWN BY: ' CHECKED BY: CAD NAME: i L WDVF /rANs /WO !ma ts' -40,4p e/,edG/ts peigi4 RAN DATE: ISSUED FOR BY: 1 DATAPRINT N133783 • • ••• • • • • •• • • •• • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • •• • • • • • • •.• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • •• • ••• • • • • • • • • •• ••• •• • • • • . • • • • •• • • • • • • •• •• _livieue4tfriodit_ P1.41,1/ f e y/ . A - °G+" N 1 2 - 2Xta (E.Av /57!.94) nee, ? # 47AwiJa., ExsTMr4 scow G,mif E.W.S7/Ne size? abw ice..5r.pro .moite P Ek57No F!!/EPIACE Swaysland Professional Engineering Consultants, Inc. 1459 S. University Drive, Plantation, FL 33324 (954) 473 -0043 Fax (954) 473 -0063 1.12g4ratag R , = T a I /h /W4 ' f &. E4. 4., ■ PROJECT DATA: DATE: JOB NUMB : W . _ DESIGNED BY: DRAWN BY: CHECKED BY: CAD NAME: NS w {.ir S7VQ CPL 14* HE4.oEQ 3 -2gas vrt Neu/ RIDGE ,BE.M; 44 x/ F ic/A 5. srAveme4t4 - 3t STAM 7 : a. 23g Xisrmi4 QA i2 TA exs'we CAC, MUM COW S DATE: ISSUED FOR BY: SHT. OF 3 DATAPRINT e' e ry 4 x4 STPQ c®i_ 415T,4 .3 6 sT441 49/e6: /0.44fas CAc/ 51D( vm 13e,,4. N133783 5Er 77t74/5 vi AND • • ••• • •• • • • • • • • • • • • ••• /LEI/2 ,e r' di ° o /Me vp11FT 3.7 sis fr 'C4'" 6 • • • • • • •••••• • • • • • ••• • • • • • • NEW - 3°2 e/g 3 Y/° o'a NA #61',0 ,U&6o sfx'j spa ,u l / 5m L' 4 405 4 # / 6T'a9.tj r W / s 78 ' RED /IOW E666 r5►ig• ve F ..s EA-sr/we sir* Atow fr"re 3. • • ,9?, I$Jf 1 .5 / •• • • • • •• E(,Lo re)P42 _ E r 5M a4 ) •o/ ' 3rfeZear 0-s / (r 44I:6 yy, pEzu. � � 4e _54.1 FtrGr� PLY, K� u�a - /ea./ �4444g • h 5 ' H nee, •c-dleAt AT 7`4/ -5i/wow 4dirs__ Crvt?,P z3 tZ 3X f, oAt r©!Srs 4xix4y Ls f EA6N 515E - Swaysland Professional Engineering Consultants, inc. 1459 S. University Drive, Plantation, FL 33324 • (954) 473 - 0043 Fax (954) 473 - 0063 " REP Hof aims, , /014e$ Aim) eta f8a, 114.4/4k lUpTE. _. AYH, lb 13t,,e celoe: 7 ,©E avv. 2 - NA 2.. 5 TRAPS /' 0f.1/0 HNvk4,tes 09,4 c StiefoostrAr kovP /Na T /QE's TO /.) i /. 4 ewer? A open 5 4 'l //fl 4/4r4 4( 0r 4401 OP" ,t7 4 F G.40,1. 3.7 b - ro /5T Alit *T fie co- r ' 1'e11ivE AMV yam/ ,2? eAetive #o'er roof r,4ee ,Qiweiee .9T dew. /9 ewee. PROJECT DATA: DATE: „3 - JOB NUMBER: of / 73. DESIGNED BY: ;J' DRAWN BY: CHECKED BY: CAD NAME: i?244' uP�/fT DATE: ISSUED FOR BY: • J LA[ e / A7 /'9If5 Graas/; r✓ ex/ga = , 002 54 0q4) =`1802 aepz” e,1 �- 40A L2,/ t ,155 2 /09:5 -.46 ,00,04f tvem F!6-;' 5h7 J SEAL: SHT. 3 OF 3 ( DATAPRINT • •: •:• 5/ ,u isff :4 7/Z4 r • • • • • if9 i.<',4 ,i a < < JIB • • • • ••• • •• •• • • • • ••• • •• • • • ••• • • • • • • Alri • N133783 • •• •• 7 e 7; e S 1 14 • • 11EPLee_g_ILECk2Wilf AY: milie vfrt /FT 3.9 2 14x4 5703 c ©r. '45T4 36 STRAP CACH 51DC: v!' 5Er 7779W5 ANA /? , rAIL.6 .170 1114ww$, �- 3 3 !.3 Crw. er 04/4 .0.) Avw 3 °2)4 s y, )Y8 AO 4eedfo / usw 9x ie spa F2 ru4 1 5rn 3 4 401'1 fl r sc°° rev 1 , 9 RED n0 Gds ewer,' 2 £ J k f "- ,04e0V5 4 Al4 3x / o,,tr rprsrl Swaysland Professional Engineering Consultants, Inc. 1459 S. University Drive, Plantation, FL 33324 (954) 473 -0043 Fax (954) 473 -0063 m s sdr -ale io s a aMi4 SOLIE" Wig " f!/ld i+,14 ' REPH& W EOd0 .4veMe'c's m tot; gm Arisfeed AL1. %y sre 4 '10;t06-4D- feu F'hdd JUors's l,. fr//a. Lu4' 8 e c,Q4DE 7ap CBE' Jvo. 2 -Aep 2. .5 T/?. fs ,WO hht'EeJ /+44L a RoDP /ftf6 T/ I Tlr 0'314 m /4I ®a it' #A4Romolo r.wA�o►44//04'46 " ; '" 4 " 41 / 1 " a-- 4W7ff D 4 / e/-404 'f, 3 X t, 7o /5 Ts r'9�s T ,fie 4"+d i29 i3etwx 2'6 A/AV gam• q " fierege4ge sett'd/r rrvsro ee derw'ree ,97 de e. &W s. - 6e4,u/ la PM ~ 3a' 6' -ial ie G[ /P 2 x ►yv ed.si ry j.& /A/A I. MD 1= J8 =0 -r= /.D ekr /OW 3 /Rft7H /WUPt /FT DATE: ISSUED FOR fy/or- RA P/s ,s f L -'mil .rte BY: 1 PO ,ci DA 1( //4T/ I/.5 cord; r eir7P..Di . 002 C6 0 9.02 G[p 2. G Got = =/o ;5 -4e P/ i.,94, 41,4 r 51,7 z4 j SHE 3 OF 3 AP. t LON F tt 6 - I 1 . / MECAAN f BLDG. g r MCAMO VUELASE • bY TO WITH ALL FEDERAL, ; akIn LuUT RT ES AND REGULATIONS 42 A 0 I / - l SWAYSLAND PROFESSIONAL ;l14 01941MANTS, INC. • 159•• • PLANTATION, 3324 47: 264-7732 • iAX F • • ••• JOB Ce9A X63 CALCULATED BY DATE 9 CHECKED BY DATE ,._..._\. , i — - Ki yp ayt € .__...7._ . .._... S gp.WE......•.yyp.._._..�. ..«...Jl ._...}....._._....i _.._ r , a. No • %N ' . ° ,.t �i � is € p cA two. A P `• I a 4 i E { I .. E � 1 `f i E I s i SV i ( { _.. - t -I- i r ` _ i .__'� .. *"'--'-.l.._- { .7.---r— p•— —...... ' -----T-7--- E ( i i i € 1 f i� € I ' i € i #� 7 _... _.._ .n......_._..�..__..a.........d ._.....b....... _.._._. '..__iA... i ....... _._ -- .. -_ - : • i i -._ }_. ,(�9. -.. ��t } ', ...... .E ! I..... € 'Id, A r • ,•••_ • rt • i it k • E [ ! € € ( E j i E f 1 • P r 7---- _ � --i ...._ � 777 i J E { I 1 ( ( , 1 1 { itm i i ( 1 ; , € i 1 i -, -_ .._. .> .. E i 7 i I E 3 f i _�. : _.. E /1} }} E • i i lift t E I , i : 1 , i ' q q.� tf 3 ( { j s ; • y E ®1 �`�.!b7 #.A. ! -I. -. I ....__1. i - _- t .i _ -.._3 _. I ! €... ': I E I I 1 J? I E ; • E ; • ! ; t : t • I I I i l I I " I I , , i i i I:1 nt r I I ! r .4.. _,_ , _ ..1 1 ! .... . A 0 I / - l SWAYSLAND PROFESSIONAL ;l14 01941MANTS, INC. • 159•• • PLANTATION, 3324 47: 264-7732 • iAX F • • ••• JOB Ce9A X63 CALCULATED BY DATE 9 CHECKED BY DATE Established 7057 ee This Letter authorizes at the following job site: CO Metal Tech, Inc. is the Dade County Notice Of Acceptance holder for : Bahama Shutter Slimlirie Accordion 02- 0122.04 02'24/07 Econolirie Accordion 02- 1009.10 01/27/08 Flurculine Accordion 02'0924.02 04/06/07 act M 02-0507.08 06 /13/07 Maximum Im p axi Roil 50 02- 0305.01 04718/07 Maximum impact 50mm Roll -Up Shutter 24 Ga. ( 0.029" min S o 0140206.12 04/19/06 rm Panel 20 Ga. ( 0.041" miti) Storm Panel 01-1224.07 03/22/06 .050 Alum. Storm Panel 02-0611 06 07 /22/07 .060 Alum. 8-Wm Panel OZ- 0312.0$ 1 �l /2?l06 02- 0611.03 07/01/07 AD YAlteltiit1:PRODUCTS 7635112 COURT HIALEAH, FL 33[114 co o3 \36 7635 West Second L • lH P m HURRICANE SHUTTERS ( Acceptance No: Exp Date: • to use the above named products � �` - g • " rte? • S y __$ • • •�� TM p p � � ALL ENCLOSURE SYSTEMS Exterior Zones (5 - Walls) Negative Pressures Exposure C - For the 140 mph Wind Zone Height (Maximum) Effective Wind Area.,(or, Tributary Area) in Square Feet 10 i 30 20 .•� a 40 T 50 60 - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 - 67.4 - 62.9 -60.2 -58.3 -56.9 -55.7 20 -71.4 -66.5 - 63.7 - 61.7 -60.2 -58.9 25 -74.5 - 69.5 -66.6 - 64.5 -62.9 -61.6 30 -77.7 -72.5 - 69.4 - 67.2 - 65.6 -64.2 40 -82.4 -76.9 -73.7 -71.4 - 69.6 -68.1 50 - 86.4 -80.6 -77.2 -74.8 -72.9 -71.4 60 - 89.6 -83.6 -80.0 I -77.5 -75.6 -74.0 A Interior Zone (4 - Walls) Negative Pressures Exposure C For the 140., mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20: 1 30 40 I 50 I 60 - 1.10 - 1.05 - 1.02 - 0.99 I - 0.98 ; - 0.96 15 -54.6 -52.3 -51.0 -50.1 1 -49.3 1 -48.7 20 -57.8 -55.4 ! -54.0 -53.0 I -52.2 I -51.6 -- 25 - 60: -4 :Y_ .. -57.9 - I -- -=56.4 -55.4 - -... -54-6. I -53.9 30 -62.9 -60.3 1 -58.8 -57.7 j -56.9 I -56.2 40 -66.8 -64.0 1 - 62.4 -61.2 I -60.4 ! -59.6 50 -70.0 -67.1 1 - 6 65.4. -64.2 1 -63.3 1 -62.5 60 -72.6 -69.6 I -67.8 I -66.5 1 -65.6 1 -64.8 30 Interior & Exterior Zones (485 - Walls) Positive Pressures Exposure C For the 140 • mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 - 0.95 0.92 - 0.89 0.88 0.86 15 50.3 48.1 46.7 45.8 45.1 44.5 20 53.3 50.9 49.5 48.5 • 47.7 47.1 25 55.7 53.1 51.7 50.6 49.8 49.2 30 58.0 55.4 53.9 52.8 52.0 51.3 40 61.6 58.8 57.2 56.0 55.1 54.4 50 64.5 61.6 59.9 `' 68.7 57.8 57.0 60 66.9 63.9 62.1 60.9 59.9 59.1 RAMMS ENGINEERING, INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2001 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -98 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 140 MPH ZONE Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). - AN 8% REDUCTION" OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R 1 euddin ofize: 4.5,x 42 Id _a_caraelcgLi. nel cur_ ggpf Q e a n : 2 aor gap/ %lean: 25 2 effory exty-; A C,o x 500 ,,9e? sr IZO ( 1 - 64 4 P S kt. ePenings: CI it Af tl ikl. act gi.: 809 0 5 I 1 L I M 1 31x 1-13 K‘i2 3 ' 9 20x3ca s ( zip( 532- 143x Lt2x5A - /0240 Q,( 12- x-19 1 3 -0 tS/abx sti tv.. i9 )(caLk (7 1 LI X 'A S-C P,_ ( , 342 )L `2-0(AQ.X2 01) ori USX V7 Y 3 9S 411 94.9 „AO )10 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • 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 MetalTech, Inc. 7635 West 2 Court Hialeah, FL 33014 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: Maximum Impact .050 Aluminum Hurricane Panel APPROVAL DOCUMENT: Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel ", sheets 1 through 18, prepared, signed sealed by Robert Monsour, P.E., dated 11/11/98, 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. MISSILE IMPACT RATING: Large and Small Missile Impact 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 revises NOA # 01 0718.09 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0312.08 Expiration Date: October 22, 2006 Approval Date: April 11, 2002 Page 1 MIAM!CADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 MetalTech, Inc. 7635 West Second Court. Hialeah, FL 33014 -4434 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 A1-IJ (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: Maximum Impact Maxi Ro11.50 APPROVAL DOCUMENT: Drawing No.02 -601, Sheets 1 through 12 of 12, titled "Maximum Impact Maxi Roll 50," dated 06/21/01 with last revision on 02/07/02, prepared by Knezevich & Associates, Inc. signed and scaled by V. J. Knezevich, PE., bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's namc or logo, city, statc 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 prcccdcd by the words Miami -Dadc 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 thc user by thc manufacturer or its distributors and shall be available for inspection at thc job site at the request of thc Building Official. This NOA consists of this pagc 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 0305.01 Expiration Date: April 18, 2007 Approval Date: April 18, 2002 Page 1 - - 5TOKM BAR, - HEADER, MULLION MEMBERS - SCHEDULE A SHEET No, DESCRIPTION MEMBER MARK MEMBER TYPE W (INCHES) L (INCHES) Tf (INCHES) Tw (INCHES) 5 A 2 3" - 0.125 0.125 6 C 3/4 2 -1/2 SOLID SOLID 7 A 2 5 0.125 0.125 8 B 1 3 0.500 0.093 9 A 2 6 0.125 0.125 10 A 2 8 0.125 0.125 11 B 2 3 0.500 0.093 12 A L 6 0.125 0.125 INDEX SHEET No, DESCRIPTION 1 GENERAL NOTES - COMPONENTS 2 SIDE RAIL CONNECTIONS, SECTIONS 8• HEADER ASSEMBLY 3 TYPICAL ELEVATIONS & SECTIONS 4 SLAT SPAN SCHED. B -1. B -2. B -3 & SEP. FROM GLASS SCHED. B -4 5 HEADER - DRUM SUPPORT DETAILS 6 ANCHOR AND FASTENER SCHEDULES C, 0 & E 7 NEGATIVE (EXTERIOR) STORM BAR SCHEDULE F 8 POSITIVE (INTERIOR) STORM BAR SCHEDULE G 9 PERMANENT MULLION SCHEDULE H 10 HEADER SCHEDULE J (30 P.S.F. TO.110 P.S.F. DESIGN LOADS) 11 HEADER SCHEDULE J (120 P.S.F. TO 220 P.S.F. DESIGN LOADS) 12 GUIDE ANCHOR SCHEDULE SUOISIA d•crIptien COUNTY COMMENTS COUNTY COMMENTS NEW GENERAL NOTE No. W PAGE 0. SCHEDULE 0 • TABLES GN PAGES 7.1.101 11 kuoatOZOOZ'LO * .c EMill BI 10/10/01 1 •$,p ou © ©© ©1u Z0 /LO/Z.© 13ZERD© MME503© '10/7[/01 IE date 06/21/01 scale AS NOTED drawn by MC design by JK )( ,(checked b,1 V VJN drawing no. 02 -601 GENERAL NOTES: THIS ROLL-OP SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA' BUILDING CODE, 1994 EDITION. 2. 'OSITIVE AND NE GA Ti WE DfSIGid - PRES - S UtA-TIONS SHAtt BE PERFORMED IN ACCORDANCE WITH A.S.C.E. 7 -88 "MINIMUM DESIGN .DADS FOR BUILDINGS AND OTHER STRUCTURES". 3. ALL EXTRUSIONS SHALL BE 6063 =T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON 100D OR GUIDE RAIL AS FOLLOWS: METAL TECH INC. HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 K.S.I. POP RIVETS SHALL BE 3/16 "ca 5052 ALUMINUM ALLOY. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORT No. 01 -011. 9. DESIGN CRITERIA FOR MULTIPLE SPANS: a. MAXIMUM DEFLECTION OF OUTSIDE HEADERS = L /30 b. MAXIMUM DEFLECTION OF POSITIVE (INSIDE) STORM BARS = L /30 OR 2" c. MAXIMUM DEFLECTION OF NEGATIVE (OUTSIDE) STORM BARS = L /30 d. MAXIMUM POSITIVE DEFLECTION OF SLATS = L /30 OR 2 "; NEGATIVE DEFLE.CTION OF SLATS = L /30. e. MAXIMUM DEFLECTION OF MULLIONS = L/180 10. ONCE ALL COMPONENTS HAVE BEEN CHOSEN, CHECK FOR COMPLIANCE WITH SECTION 2303.3 (i) OF THE CURRENT S.F.B.C. 11. MINIMUM SLAT ENGAGEMENT IS 1 -1/4". INSTRUCTIONS: n'1 /nn /nn .C. •n 1. DETERMINE A.S.C.E. 7 -88 WIND LOAD ON OPENING TO BE COVERED WITH A ROLL UP SHUTTER. 2. DETERMINE THE SLAT SPAN THAT YOU WILL NEED TO COVER THE OPENING. 3. DETERMINE IF YOU WILL NEED A SINGLE SPAN, DOUBLE SPAN OR THREE OR MORE SPANS TO COVER THE OPENING. • SLAT SPANS 1. FOR A SINGLE, DOUBLE & MORE THAN 2 SLAT SPAN SCHEDULES, SEE SCHEDULES "B -1 ", "B -2" & "B -3" ON PAGE 4. LOCATE THE DESIGN WIND LOAD, AND THEN READ THE ALLOWABLE SLAT SPAN. STORM BARS 1. FOR MULTIPLE SPANS SEE SCHEDULES F & G ON PAGES 7 & 8 FOR EXTERIOR & INTERIOR STORM BARS. THE LAST ROW OF EACH DESIGN WIND LOAD INDICATES THE MAXIMUM ALLOWABLE SLAT SPAN UTILIZING THAT OR A LESSER SLAT SPAN. READ SCHEDULE HORIZONTALLY FROM LEFT TO RIGHT, UNTIL YOU FIND A STORM BAR SIZE AND HEIGHT THAT FITS THE OPENING. MULLIONS 1. FOR ALLOWABLE SLAT SPANS, UTILIZING A PERMANENT MULLION, SEE SCHEDULE "H" ON PAGE 9. SELECT YOUR DESIGN WIND LOAD. THE LAST ROW OF EACH DESIGN LOAD INDICATES THE MAXIMUM ALLOWABLE SLAT SPAN UTILIZING THAT OR A LESSER SPAN, READ FROM LEFT TO RIGHT AND SELECT THE PERMANENT MULLION THAT HAS SUFFICIENT HEIGHT FOR YOUR OPENING. STORM BAR & MUWON CONNECTIONS 1. FOR PROPER CONNECTIONS AT THE TOP AND BOTTOM OF STORM BARS AND MULLIONS, SEE SCHEDULE "C" OR "D", PAGE 6. EACH STORM BAR AND MULLION SCHEDULE HAS REACTION LOADS INDICATED ON THE SCHEDULE TO THE RIGHT OF THE ALLOWABLE SPAN. TAKE THAT NUMBER AND ENTER SCHEDULE "C" FOR A TENSION CONNECTION OR SCHEDULE "D" FOR A SHEAR CONNECTION TO DETERMINE THE TYPE AND SIZE OF ANCHOR AS WELL AS THE EMBEDMENT INTO CONCRETE, CONCRETE BLOCK OR WOOD. THIS SCHEDULE WILL ALSO GIVE YOU THE SIZE AND THICKNESS OF THE ALUMINUM ANGLES TO BE USED AS WELL AS THE TEK SCREW ATTACHMENT OF THE ANGLE TO THE STORM BAR. HEADERS 1. HEADERS FOR STORM BARS CAN BE FOUND IN SCHEDULE "J" ON PAGES 10 & 11. SELECT THE DESIGN WIND LOAD AND ENTER SCHEDULE "J ". NOTE THAT THE MAXIMUM ALLOWABLE OPENING HEIGHT IS SHOWN AT THE TOP OF THE SCHEDULE. READ ACROSS FROM LEFT TO RIGHT FROM YOUR DESIGN WIND LOAD UNTIL YOU INTERSECT THE COLUMN THAT SHOWS A HEIGHT EQUAL TO OR GREATER THAN YOUR SELECTED OPENING HEIGHT. SEVERAL STORM BAR SIZES ARE IN THE SCHEDULE. YOU MAY CHOOSE FROM THE COLUMN THAT BEST MEETS YOUR REQUIREMENTS. HEADER CONNECTIONS 1. CONNECTIONS FOR HEADERS MAY ALSO BE FOUND IN SCHEDULES "C" AND "D" (DETERMINE REACTIONS FOR HEADERS IN HEADER REACTION SCHEDULE E, PAGE 6. .055" (TYP.)-1 .061" II • (TYP.)-7ir THIS NOTCH MUST BE ON ALL SLATS O ROLL -UP SLAT SCALE: HALF SIZE 0 = .062" L .060" ACCESS HOLES O CENTER / MULLION GUIDE RAIL SCALE: HALF SIZE BEAM (TYPE C) SCALE: 3" = 1' - 0" N r 5.515'% I (TWO FASTENERS REQUIRED) 1.190" I - .060" rI 3.460" 1.828" S, 1 .100" : 03I 060" r- r .062 "-I - .125" J (ONE FASTENER REQUIRED) ACCESS HOLE O SMALL SIDE RAIL SCALE: HALF SIZE 1.00" MIN. 3.00" MAX. ANGLE SCALE: HALF SIZE T f-/ L w- BOX BEAM (TYPE A) SCALE: 3" = 1' - 0" - .062" 3.775" 2.083" 0m .100 co .060' �( (ONE FASTENER REQUIRED) ACCESS HOLE LARGE SIDE RAIL SCALE: HALF SIZE AI:pr.r+C:I SS complying wit the ^ z,- Z. 0. Dad: I; i :c; Ce. Iro! ici: ?.1 BOX BEAM (TYPE B) SCALE: 3" = 1' - 0" ' z Z - W N 1- w v 1'- Q o Ud trI sn VI 0 3 Z U W F- J N 0 W N Z Zo v ',; aiL R. Dome a v 0 0 [sheet 4 1 of 12 KNEZEVICH VARIES (ANGLE LENGTH "LI SHUTTER HOOD—\ EXISTING CONCRETE OR BLOCK STRUCTURE E/2, F/2, Ga 4 "x4 "x.125" ALUM. ALLOY TUBE OR 3" x 3" x .125" ALUM. ALLOY TUBE (SLAT SPAN 1/4 "0 ITW TAPCON @ 8" D.C. WITH 1 -1/4" MINIMUM EMBEDMENT IN CONCRETE OR BLOCK ,2" MIN1L — VARIES (ANGLE LENGTH "L ") LABEL (SEE NOTE 4, PAGE 1) LABEL (OPTIONAL LOCATION) `-SIDE RAIL ANCHOR TIONAL SIDE RAIL OR 3 OR1 "x2"x 178" AL MINUM ALLOY 'ANGLE W/ 1/4 "0' TAPCON @ 24" O.C. WITH 1 -1/4" MINIMUM EMBEDMENT O ELEVATION OF SINGLE SPAN CONDITION N.T.S. ACCESS HOLE (TYP.) O WALL MOUNT (PLAN) SCALE : 3" = 1' - 0" EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING "--EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE O BUILD -OUT MOUNT (PLAN) SCALE : 3" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING STRUCTURE 1 "x2 "x.125"x CONT. ALUM. ALLOY ANGLE WITH 1/4 "0 ITW TAPCON CONC. ANCHOR [al 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT SEE SCHEDULE B -4, PAGE 4 EXISTING STRUCTURE 3/4" 5/8" EXISTING GLAZING 2 "x5 "x.125 "x CONT. ALUMINUM ALLOY ANGLE O WALL MOUNT SECTION SCALE: 3/4" = 1' - 0" ACCESS HOLE (TYP.) #12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT @ 16" O.C. 1" EXISTING WOOD FRAMING MAX. SLAT SPAN = 6' - 2" MAX DESIGN LOAD = +52.00 P.S.F. -72.00 P.S.F. O BUILD -OUT MOUNT (PLAN) • SCALE : 3" = 1' - 0" #12 x 1" SMS EXISTING (n 16" O.C. STRUCTURE .032" 3003 -H14 ALUM. ROLL -UP SHUTTER HOOD (TYP.)' 11 ::: r+ 111 UM LEA ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4 "0 ITW TAPCON CONCRETE ANCHOR (a1 16" 0.C. WITH 1 -1/4" MIN. EMBEDMENT MIN. O WOOD FRAME WALL MOUNT (PLAN) SCALE : 3" = 1' - 0" R EXISTING .CONCRETE OR BLOCK STRUCTURE TWO #12 TEK SCREWS @ 12" 0.C. 2 "x3 "x.125 "x CONT. ALUMINUM ALLOY ANGLE 1/4 -20 MACHINE BOLTS WITH NUT OR #14 TEK SCREWS @ 16" O.C. STAGGERED #10 THRU BOLT EXISTING 10" 0.C. OR TWO /4 "� DRILL -FLEX OR FINISH COATED FASTENERS MATERIAL @0 11" O.C. ACCESS HOLES (INSIDE OR OUTSIDE) O SIDE RAIL TO MULUON DETAIL SCALE : 3" = 1' - 0" RO EXISTING STRUCTURE SEE SCHEDULE B -4. PAGE 4 EXISTING GLAZING O BUILD OUT SECTION SCALE: 3/4" = 1' - 0" EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (INSIDE OR OUTSIDE) rn SIDE RAIL TO MULLION DETAIL SCALE : 3" = 1' - 0" MULLION (SEE SCHEDULE H) SEE F/3 ROLL -UP SHUTTER HOOD BUILD OUT (SIZE VARIES) EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MULLION (SEE SCHEDULE H) 4 "x6"k.125x CONT. ALUMINUM ALLOY MULLION TWO #12 TEK SCREWS @ 12" O.C. ACCESS HOLES EXISTING STRUCTURE REMOVE AS O OUTSIDE) NECESSARY O SIDE RAIL TO MULLION DETAIL SCALE : 3" = 1' - 0" 1 "x2 "x.125 "x CONT. ALUM. ALLO ANGLE WITH 1/4 "o) ITW TAPCON CONC. ( ANCHOR 7 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT EXISTING STRUCTURE • G • INSIDE MOUNT (PLAN) SCALE : 3" = 1' - 0" • 5/8 "0 x 1/2" x 0.050" ALUM. ALLOY TUBE SPACERS AT BOLT LOCATION Approved as complying with tht:: Florid •I I x2002 Data i 1l NOA# !�t►��Z'' Miami Dad ct Control Division SEE SCHEDULE B -4, PAGE 4 EXISTING GLAZING O INSIDE MOUNT SECTION, " SCALE: 3/4" = 1' - 0" #12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT (al 16" O.C. 1 /4 "os THRU BOLT W/ NUT & WASHER @ 12" O.C. `I ROLL -UP SHUTTER HOOD -1/4' MIN. (INSIDE OR OUTSIDE) : • Q SIDE RAIL TO MULLION D SCALE : 3" = 1' - 0" 2 "x3 "x. "x CONT. ANGLE MULLION .iSEE�ar SCHEDULE') ; s tag ( '•AS "NOE TED J .,$`•X• ^ i,ry� d ssipn by= cfietked�b sheet••: 2`i' w, ,® VARIES (ANGLE LENGTH "LI SHUTTER HOOD—\ EXISTING CONCRETE OR BLOCK STRUCTURE E/2, F/2, Ga 4 "x4 "x.125" ALUM. ALLOY TUBE OR 3" x 3" x .125" ALUM. ALLOY TUBE (SLAT SPAN 1/4 "0 ITW TAPCON @ 8" D.C. WITH 1 -1/4" MINIMUM EMBEDMENT IN CONCRETE OR BLOCK ,2" MIN1L — VARIES (ANGLE LENGTH "L ") LABEL (SEE NOTE 4, PAGE 1) LABEL (OPTIONAL LOCATION) `-SIDE RAIL ANCHOR TIONAL SIDE RAIL OR 3 OR1 "x2"x 178" AL MINUM ALLOY 'ANGLE W/ 1/4 "0' TAPCON @ 24" O.C. WITH 1 -1/4" MINIMUM EMBEDMENT O ELEVATION OF SINGLE SPAN CONDITION N.T.S. ACCESS HOLE (TYP.) O WALL MOUNT (PLAN) SCALE : 3" = 1' - 0" EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING "--EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE O BUILD -OUT MOUNT (PLAN) SCALE : 3" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING STRUCTURE 1 "x2 "x.125"x CONT. ALUM. ALLOY ANGLE WITH 1/4 "0 ITW TAPCON CONC. ANCHOR [al 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT SEE SCHEDULE B -4, PAGE 4 EXISTING STRUCTURE 3/4" 5/8" EXISTING GLAZING 2 "x5 "x.125 "x CONT. ALUMINUM ALLOY ANGLE O WALL MOUNT SECTION SCALE: 3/4" = 1' - 0" ACCESS HOLE (TYP.) #12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT @ 16" O.C. 1" EXISTING WOOD FRAMING MAX. SLAT SPAN = 6' - 2" MAX DESIGN LOAD = +52.00 P.S.F. -72.00 P.S.F. O BUILD -OUT MOUNT (PLAN) • SCALE : 3" = 1' - 0" #12 x 1" SMS EXISTING (n 16" O.C. STRUCTURE .032" 3003 -H14 ALUM. ROLL -UP SHUTTER HOOD (TYP.)' 11 ::: r+ 111 UM LEA ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4 "0 ITW TAPCON CONCRETE ANCHOR (a1 16" 0.C. WITH 1 -1/4" MIN. EMBEDMENT MIN. O WOOD FRAME WALL MOUNT (PLAN) SCALE : 3" = 1' - 0" R EXISTING .CONCRETE OR BLOCK STRUCTURE TWO #12 TEK SCREWS @ 12" 0.C. 2 "x3 "x.125 "x CONT. ALUMINUM ALLOY ANGLE 1/4 -20 MACHINE BOLTS WITH NUT OR #14 TEK SCREWS @ 16" O.C. STAGGERED #10 THRU BOLT EXISTING 10" 0.C. OR TWO /4 "� DRILL -FLEX OR FINISH COATED FASTENERS MATERIAL @0 11" O.C. ACCESS HOLES (INSIDE OR OUTSIDE) O SIDE RAIL TO MULUON DETAIL SCALE : 3" = 1' - 0" RO EXISTING STRUCTURE SEE SCHEDULE B -4. PAGE 4 EXISTING GLAZING O BUILD OUT SECTION SCALE: 3/4" = 1' - 0" EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (INSIDE OR OUTSIDE) rn SIDE RAIL TO MULLION DETAIL SCALE : 3" = 1' - 0" MULLION (SEE SCHEDULE H) SEE F/3 ROLL -UP SHUTTER HOOD BUILD OUT (SIZE VARIES) EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MULLION (SEE SCHEDULE H) 4 "x6"k.125x CONT. ALUMINUM ALLOY MULLION TWO #12 TEK SCREWS @ 12" O.C. ACCESS HOLES EXISTING STRUCTURE REMOVE AS O OUTSIDE) NECESSARY O SIDE RAIL TO MULLION DETAIL SCALE : 3" = 1' - 0" 1 "x2 "x.125 "x CONT. ALUM. ALLO ANGLE WITH 1/4 "o) ITW TAPCON CONC. ( ANCHOR 7 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT EXISTING STRUCTURE • G • INSIDE MOUNT (PLAN) SCALE : 3" = 1' - 0" • 5/8 "0 x 1/2" x 0.050" ALUM. ALLOY TUBE SPACERS AT BOLT LOCATION Approved as complying with tht:: Florid •I I x2002 Data i 1l NOA# !�t►��Z'' Miami Dad ct Control Division SEE SCHEDULE B -4, PAGE 4 EXISTING GLAZING O INSIDE MOUNT SECTION, " SCALE: 3/4" = 1' - 0" #12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT (al 16" O.C. 1 /4 "os THRU BOLT W/ NUT & WASHER @ 12" O.C. `I ROLL -UP SHUTTER HOOD -1/4' MIN. (INSIDE OR OUTSIDE) : • Q SIDE RAIL TO MULLION D SCALE : 3" = 1' - 0" 2 "x3 "x. "x CONT. ANGLE MULLION .iSEE�ar SCHEDULE') ; s tag ( '•AS "NOE TED J .,$`•X• ^ i,ry� d ssipn by= cfietked�b sheet••: 2`i' suoJsina )� EtitiNtikill h eI©d11©111 SLN3W402 ALNQO3 L0 /40 /01 • uolidl »r•p •i•p oN 3LON 1V 3N3O M3N WALD /Z0 /Zl E • SLN3HNO3 A1NQO3 • SYMLO/1Z /01 Z . 11T - 1 Oil d NO l 3O3N)S'OODVd DV1 V WW 1° l l 11 U. IQLOZIozoo o * 'ai OSIl I daf• 06/21/01 scale drawn by AS NOTED MC design by (checked by VJK •l VJK drawing no. 02 -601 VARIES (ANGLE LENGTH EXISTING STRUCTURE 1" x2" x.125 "x CONT. ALUM. ALLOY ANGLE WITH 1/4 " "0 ITW TAPCON CONC. ANCHOR @ 16" O.C. WITH 1 -174" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS ", PG. 8 H LENGTH EXISTING GLAZING EXISTING STRUCTURE SHUTTER HOOD —\ 1 t t i /—VARIES (ANGLE E. Do LENGTH "L") !� HOOD LABEL (SEE /TI/ / / NOTE 4, PAGE 1) LABEL (OPTIONAL. LOCATION) "-SIDE RAIL • ANCHOR #12 x 1" SMS @ 16" 0.C. ✓-E/6 —V EXISTING. / ROLL -UP STRUCTURE SHUTTER HOOD 1" x 2" x .12 5" x CONT. ALUM. ALLO ANGLE WITH 1/4"0 ITW TAPCON CONC. ANCHOR (ah 16" O.C. WITH 1 -174 " MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS ", PG. 8 NOTE: BOLT PATTERN TO BE THE SAME ON BOTH SIDES OF STORM BAR HEADER LENGTH ! SLAT SPAN EXISTING GLAZING ii —VARIES (ANGLE I LENGTH "L") LABEL (SEE NOTE 4, PAGE 1) '// /// r ,(///// 1// LABEL (OPTIONAL LOCATION) OR 3® O ELEVATION OF TWO SPAN CONDITION O ELEVATION OF TWO SPAN CONDITION N.T.S. N.T.S. EXISTING 24 STRUCTURE HOLE FOR 3/16 "cb AL. POP RIVET (TYP.) "-SIDE RAIL ANCHOR ROLLER TUBE SUPPORT — BEARING HOOD SUPPORT SYSTEM 1" x2 "x.125 "x CONT. ALUM. ALLOY ANGLE WITH #12 x 1 " SMS @16 " 0.C.TOI HOOD AND ONE #10 THRU BOLT & NUT OR #12 DRILL -FLEX ROLL -UP COATED FASTENER SHUTTER HOOD EXISTING STRUCTURE O WALL MOUNT SECTION WITH STORM BARS INSIDE MOUNT SECTION WITH STORM BARS E SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS", PG. 8 SHAFT HOUSING (BEARING END) \ `- ROLL -UP SHUTTER HOOD O ISOMETRIC OF CAST HEADER ASSEMBLY N.T.S. ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4 "0 ITW TAPCON CONCRETE ANCHOR (al 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT EXISTING GLAZING EXISTING STRUCTURE ,6) ROLL -UP SHUTTER HOOD BOX SIDE FRAME �\ TUBULAR MOTOR MOTOR SUPPORT "—SHAFT CONNECTOR REMOVABL HANDLE SHAFT HOUSING OCTAGONAL GALV. STEEL ROLLER TUBE \--®O RO3 SAFETY STOP 1" x 2" x .125 x CONT. ALUM. ALLOY ANGLE W/ #12x1"SMS 16" 0.C. AT ACH LEG - O BUILD -OUT SECTION WITH STORM BARS SCALE: 3/4" = 1' - 0" GEAR BOX SAFETY PLATE (EACH SIDE) DRIVE SHAFT OR � l UNIVERSAL DRIVE ASSEMBLY ROLL -UP SHUTTER H000 HOOD SUPPORT ,WW T 2" x.125 x CONT. ALUM. ALLOY. ANGLE WITH #12 x' 1" SMS (al 16" 0.C. TO. HOOD AND ONE #10 THRU BOLT & NUT OR #12 DRILL -FLEX COATED FASTENER TO SLAT GUIDE OR ALUMINUM HEADER Eippcmed as complying with the Florida CCUc Date 0 2002 NOA# Miami Dade Division 0 uct Control sheet. 3-of 17 1 UNLIM UNLIMITED MINIMUM SHUTTER SYSTEM SEPARATION FROM GLASS SCHEDULE B-4 • POSITIVE DESIGN WIND LOAD (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT. - IN.) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN OR EQUAL TO 30'-0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30'-O ABOVE GRADE (INCHES) - 25.0 TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 24.7 7' - 6" 8' - 11" 28.2 7' -3" 8' -6" 32.0 7' - 0" 8' - 2" 35.7 6' - 10" 7' - 11" 39.6 30.0 3' - 0" 2" 1 -1/8" 4' - 1" 2" 1 -1/4" 5' - 0" 2 -1/2" 1 -1/2" 6' - 2" 2 -1/2" 2 -1/8" 8' - 11" 5 -7/8" 5 -7/8" 40.0 3' - 0" 2" 1 -1/8" 60.0 2" 1 -1/4" 5' - 0" 2 -1/2" 1 -5/8" 6' - 2" 2 -1/2" 2 -1/2" 8' - 4" 5 -7/8" 5 -7/8" 50.0 3' - 0" 2" 1 -1/8" 5' - 9" 2" 1 -3/8" 6' - 2" 2 -7/8" 2 -7/8" 7' - 10" 5 -5/8" 5 -5/8" 60.0 4 - 1" 2" 1 -1/2" 5' 0" 2" 2" 6' - 2" 3 -1/8" 3 -1/8" 7' - 1" 5" 5" 70.0 4' - 1" 2" 1 -1/2" 5' - 0" 2 -1/8" 2 -1/8" 6' - 2" 3 -1/2" 3 -1/2" 6' - 9" 4 -3/4" 4 -3/4" 80.0 4' - 1" 2" 1 -1/2" 5' - 0" 2 -1/4" 2 -1/4" 6'- 2" 3 -7/8" 3 -7/8" 6' - 7" 4 -3/4" 4 -3/4" 90.0 4' - 1" 2" 1 -5/8" 5' - 0" 2 -3/8" 2 -3/8" 6' - 2" 4 -1/4" 4 -1/4" 6' - 3" 4 -1/2" 4 -1/2" 100.0 3' - 0" 1 -1/4" - 1 -1/4" 4' - 1" 2" 1 -5/8" 5' - 11" 4 -1/4" 4 -1/4" l SINGLE ALLOWABLE CONTRACTOR UTILIZE SMALLEST LOAD SPAN SPAN SLAT SPAN SCHEDULE B -1 / INSTALLER TO OF POSITIVE AND NEGATIVE LOAD OR EACH OPENING DESIGN WIND SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS LOAD (P.S.F.) TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 24.7 7' - 6" 8' - 11" 28.2 7' -3" 8' -6" 32.0 7' - 0" 8' - 2" 35.7 6' - 10" 7' - 11" 39.6 6' - 8" 7' - 7" 45.7 6' -5" 7' - 51.5 . 6' -3" 7' 0 52.7 6' -3" 6' -11•' 55.6 6' - 2" 6' - 10" 57.8 6' - 1" 6' 9" 59.3 6' - 0" 6' - 8" 60.0 6' - 0" 6' - 8" 62.3 5' -11" 6' -7" 64.7 5' - 11" 6' - 6" 67.3 5' - 10" 3' -8" 69.0 5' - 10" 6' - 4. 70.0 5' - 9" 6' - 4" 7181 5' - 9" 6 3-4 75.8 5' - 8.. �._Z.. 80.0 5' - 7" 6' - 0" 90.0 5' - 5" 5' - 9" 100.0 4' - 11" 5' - 6" 110.0 4' -6" 4' -10" 120.0 4' -1" 4' -5" 130.0 3' - 10" 4' - 1 140.0 3' -6" 3' -9" 150.0 3' -3" 3' -6" 160.0 3' -1" 3' - 4" 170.0 2' - 11" 3' - 1" 180.0 2' - 9" 2' - 11" 190.0 2' -7" 2' -9" 200.0 2' - 5" 2' - 8 210.0 2' - 4" 2' - 6" 220.0 2' - 3" 2' - 5" DOUBLE ALLOWABLE SLAT SPAN SCHEDULE B -2 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSMVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 30.0 8' - 11" 10' - 5" 40.0 8' - 4" 9' - 0" 50.0 7' - 10" 8' - 1" 60.0 7' - 1 7' - 4" 70.0 6' - 7" 6' - 10" 80.0 6' - 2" 6' - 4" 90.0 5' -10" 6' -0" 100.0 5' - 6" 5' - 8" 110.0 5' -3" 5' - 120.0 5' - 0" 5' - 2" 130.0 4' - 10" 5' - 0" 140.0 4' - 8"• 4' - 10" 150.0 4' - 5" 4' - 8" 160.0 4•_1" 4' -5" 170.0 3' - 10" 4' - 2" 180.0 3' -8" 3' - 11" 190.0 3' - 6" 3' - 8" 200.0 3' - 3" 3' - 6" 210.0 3' -2" 3' - 4 - 220.0 3' - 0" 3' - 2" MORE THAN 2 ALLOWABLE SLAT SPAN SCHEDULE B -3 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 30.0 8' - 5" 10' - 4" 40.0 7' - 10" 9' - 5" 50.0 7' - 5" 8' - 9" 60.0 7' - 1" 8' - 0" 70.0 6' - 9" 7' - 4 80.0 6' - 7" 6' - 11" 90.0 6' - 3 6' - 6" 100.0 5' - 11" 6' - 2" 110.0 5' - 8" 5' - 10" 120.0 5' - 2" 5' - 6" 130.0 4' - 9" 5' - 1" 140.0 4' - 5 - 6' - 9 - 150.0 160.0 3' - 10" 4 ' - 2" 170.0 3' - 8" 3' - 11" 180.0 3' - 5" 3' - 8" 190.0 3' -3" 3' -6" 200.0 3' - 1" 3' - 4" 210.0 2' -11" 3' -2" 220.0 2' - 10" 3' - 0" SLAT SPAN SINGLE SPAN LAYOUT 11 SLAT SPAN 8 t. DOUBLE SPAN LAYOUT SLAT SPAN 11 I I SLAT SLAT SLAT SPAN 1 SPAN 1 SPAN MULTIPLE SPAN LAYOUT NOTE: • INTERPOLATE FOR SLAT SPANS & DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET. Approved as complying �w�ith the Date C g NOMLO d( 2002 I)«dc)Anct Control Division VJ. IWEZEVICH 11 11 data 06/21/01 a AS NOTEO1 by design by �(U+ackad by VJK l( Checked drawing na. 11 SLAT SPAN SINGLE SPAN LAYOUT 11 SLAT SPAN 8 t. DOUBLE SPAN LAYOUT SLAT SPAN 11 I I SLAT SLAT SLAT SPAN 1 SPAN 1 SPAN MULTIPLE SPAN LAYOUT NOTE: • INTERPOLATE FOR SLAT SPANS & DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET. Approved as complying �w�ith the Date C g NOMLO d( 2002 I)«dc)Anct Control Division VJ. IWEZEVICH 11 11 data 06/21/01 a AS NOTEO1 by design by �(U+ackad by VJK l( Checked drawing na. 1" MIN. x 1'/4" THICK BUILD -OUT TUBE FASTEN TO WALL THROUGH ACCESS HOLES WITH TWO 1/2 "0 LOK /BOLTS ACCESS HOLES TWO 3/8 "CA THRU BOLTS TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES) HEADE O DRUM SUPPORT & HEADER TO BUILD -OUT DETAIL SCALE: 1 -1/2" = 1' - 0" BUILD -OUT (SIZE VARIES) \-1 -1/2" x 2 -1/2" x 1/8" x 0' -3" ALUM. ANGLE WITH THREE #12 SMS TO TUBE & TWO 1/4 -20 MACHINE SCREWS WITH NUTS TO DRUM SUPPORT PLATE RC) Ea DRUM SUPPORT PLATE DETAIL SCALE: 1 -1/2" = 1' - 0" DRUM ROLL -UP SHUTTER HOOD 10" \—DRUM SUPPORT PLATE ACCESS HOLE HEADER O CAST DRUM SUPPORT & HEADER DETAIL WITH BUILD -OUT SCALE: 1 -1/2" = 1' - 0" 1 -1/2" x 2 -1/2" x 1/8" x 0' -3" ALUM. ANGLE WITH TWO 1/4 "4 TAPCONS WITH 1 -1/4" MIN. EMBEDMENT INTO WALL & TWO 1/4 -20 MACHINE SCREWS WITH NUTS TO DRUM SUPPORT PLATE ANGLE MAY BE DIRECT MOUNTED TO WALL WITH CONCRETE BLOCK FASTENERS TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES) ANGLES MAY TURN UP OR DOWN AGAINST WALL DRUM `— ROLL -UP SHUTTER HOOD 10" —CAST BOX SIDE FRAME "—HE ADER OR® O ALT. DRUM SUPPORT & HEADER TO WALL DETAIL SCALE: 1 -1/2" = 1' - 0" ro 1..43.- s~- II TWO 2" x HEADER / SUPPORT ANGLES, 1/8" THICK (I.EG LENGTH & ANGLE WIDTH VARIES) DRUM `ROLL -UP SHUTTER HOOD 10" O HEADER SUPPORT ON ANGLE ATTACHED TO GUIDE SCALE: 1 -1/2" = 1' - 0" DRUM SUPPORT PLATE TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES)- ROLL -UP SHUTTER HOOD 10" •—CAST BOX SIDE FRAME HEADER ANGLES MAY TURN UP OR DOWN AGAINST WALL OR® HEADER \— HEADER DRUM •—CAST BOX SIDE FRAME DRUM ROLL -UP SHUTTER H000 10" "—CAST BOX SIDE FRAME O CAST DRUM SUPPORT & HEADER DETAIL SCALE: 1 -1/2" = 1' - 0" ROLL -UP SHUTTER H000 10" TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & OR 3® ANGLE WIDTH VARIES) O HEADER SUPPORT ON ANGLE ATTACHED TO GUIDE SCALE: 1 -1/2" = 1' - 0" Approved as complying with the Drt�e " NOA## Miami Dade ' tut Control Divisien • J IL + E 1N iiI iii 00:00111 U N b 0 N 0 0 1 `date 06/21/011 scale AS NOTED (design by ( VJK (drawn by • MC (checked by [ checked drawing no. 02 -.601 ( ehen i- S of "171 NUMBER OF swam BARS HEADER REACTION DETERMINATION SCHEDULE E HEADER REACTION EACH END (LBS.) 1 .5 X ONE STORM BAR END REACTION 2 1 X ONE STORM BAR END REACTION 3 OR MORE 1.5 X ONE STORM BAR END REACTION MIN. 1 3d MIN. \1� nM 2d MIN. O HEADER TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" WALL MOUNT SIDE WALL MOUNT 3d • 2d MIN. • 2 d 3d "' "' MIN. NOTE: ANGLE ISOMETRIC DEPICTS MAXIMUM NUMBER OF ANCHOR BOLTS AND TEK SCREWS, AND THEIR ARRANGEMENT. FOR LESS ANCHORS OR TEK SCREWS, ANY 3d OR 10d DIMENSIONS MAY BE = 0. TENSION CONNECTION TO WALL FOR O STORM BAR, HEADER, OR MULLION N.T.S. /-7.1 �.. 3" MIN. EDGEf ' EXI. C ON ' A �. BLOCK STRUCTURE C. OR , 2" X 2" MIN. SIDE OF HEADER SCHEDULE E FOR FASTENER INFO.) TYP. EACH 'D x a 0 z o 0. JQ SHEAR CONNECTION TO FLOOR OR CEILING FOR STORM BAR, HEADER, OR MULLION N.T.S. J/6 TWO 1/4 "0 x 3 -1/2" (A325) THRU BOLTS/ WITH LOCK NUT 3" MIN. EDGE , DISTANCE (TYP. SEE FASTENER SCHEDULE C // FOR APPROPRIATE TENSION FASTENER / EXIST. CONC. OR BLOCK STRUCTURE r• - MAX DESIGN LOAD = ±72.00 P.S.F. O MULLION TO PLATE / WALL (TOP) , SECTION SCALE: 1 -1/2" = 1' - 0" SCALE: 1 -1/2" = V - 0" Block = B Concrete = C ANCHOR AND FASTENER - SCHEDULE C (FOR TENSION CONNECTION) POWERS/RAWL LOK/BOLT - TENSION IN CONCRETE OR BLOCK POWERS/RAWL CALK -IN - TENSION IN CONCRETE OR BLOCK ANCHOR E LOK/BOLT CALK-IN LOKBOLT LOK/BOLT CALK -IN C ALK LOKI LOK/BOLT CALK -IN LOK/BOLT I TYPE B B B B C C C C 600 850 1200 1200 1700 2508 2700 4810 5015 ANGLE DIMENSIONS THICKNESS OF MIN. (L) LENGTH TWO (2) ANGLES OF EA ANGLE (IN.) WALL MOUNT ORM 8 M gjO ONQtETE EMBEDMENT OUR= OF DISTANCE FASTENERS BLOCK EDG (IN.) (IN.) PER ANGLE DISTANCE (IN.) 0.250 0.375 0.250 0.250 0.375 0.500 0.375 0.375 0.500 1.125 1.250 1.125 1.125 1.250 1.5 -2.25 1.625 1.250 2.250 1 2 2 2 2 2 2 3.0 4.5 3.0 3.0 4.5 6.0 4.5 4.5 6.0 0.125 0.125 0.125 0.250 0.250 0.250 0.250 0.250 0.250 3.00 4.08 5.76 4.00 5.25 3.01 5.25 11.50 11.50 STORM BAR, MUWON OR HEADER TO ANGLES r No. OF TEK SIZE CREWS OF TEK LEG EACH SCREWS ANGLE 2 3 3 3 3 4 4 #12 #12 #12 #12 #12 #14 #14 #14 #14 6 7 I- (SEE SCHEDULE C) STORM BAR O HEADER TO STORM BAR DETAIL SCALE: 1 -1/2" = 1' - 0" 12 -1/4" x 10" x 1/2" 6061 -T6 ALUMINUM ALLOY PLATE FIVE 3/8 "0 POWERS/ RAWL TAPPER WITH MIN. 1 -3/4" EMBEDMENT AND 2" EDGE DISTANCE (DORIS 11 OR® ACCESS HOLES • TWO 1/4 "0 x 3 -1/2" (A325) THRU BOLTS WITH LOCK NUT SEE FASTENER SCHEDULE C _, I I L (SEE DETAIL A /6) 1" MIN. O STORM BAR / MULLION TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" HEADER 2" X 2" MIN. P. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) ACCESS O PLAN VIEW HOLES SCALE: 1 -1/2" = 1' - 0" 3" MIN. EDGE i DISTANCE (TYP.);/ /� / EXIST. CONC. OR BLOCK STRUCTURE Ti), 2" X 2" MIN. ¥fP. EA. SIOE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) TYP. EACH END EXIST. CONC. OR BLOCK STRUCTURE O HEADER TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" s- z J z 0 J 0 Block = B Concrete = C ANCHOR AND FASTENER - SCHEDULE D (FOR SHEAR CONNECTION) POWERS/RAWL LOK/BOLT - SHEAR IN CONCRETE OR BLOCK POWERS/RAWL CALK -IN - SHEAR IN CONCRETE OR BLOCK ANCHOR MATERIALA TYPE LOK/BOLT (CALK -LOKI LOK/BOLT LOK/BOLT LOK/BOLT CALK -IN LOK/BOLT CALK -IN LO LOK/BOLTI B B B B C C C C C C 318 635 635 1270 1625 1800 3250 4220 5800 5800 WALL MOUNT ANGLE DIMENSIONS THICKNESS OF MIN. (L) LENGTH TWO ( ANGLES OF EACH ANGLE ORM BAA M CT10 EMBEDMENT QUANTITY OF (LBS.) DISTANCE FASTENERS BLOCK EDGE (IN.) (IN.) PER ANGLE DIS ONCRETEOR CE 0.250 0.250 0.250 0.250 0.375 0.375 0.375 0.379 0.500 1.125 875 -1.12 1.125 1.125 1.625 .875 1.625 1.250 1.5 -2.25 0.37 1 625 2 1 4 2 2 2 2 2 4 1.25 3.00 1.25 3.00 4.50 3.00 4.50 4.50 6.00 4.50 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 SEE DETAIL 8/6 STORM BAR. MUWON OR HEADER TO ANGLES No. OF TEK I LEG EACH OF TEK ANGLE SCREWS 2 2 3 3 3 3 5 6 8 8 #12 #12 #12 #12 #12 #12 # 14 #14 #14 #14 =t (SEE SCHEDULE D) 1 7 SEE FASTE SCH EDULE D E R 2" X 2" AL. ANGLE MIN. v1/ "� SEE FASTENER SCHEDULE D FOR APPROPRIATE SHEAR FASTENERS O STORM BAR / MULLION TO FLOOR 1 CEILING DETAIL SCALE: 1 -1/2" _ ' - 0" WOOD FASTENING NOTES: GALVANIZED STEEL OR 410 STAINLESS STEEL WITH FLUOROCARBON COATING LAG SCREW FOR WOOD, MAY BE USED AT LOADS, QUANTITY AND EMBEDMENT INDICATED FOR BLOCK OR CONCRETE. EMBEDMENT SHALL BE AT THE CENTER OF A PRIMARY FRAMING MATERIAL SUCH AS A 2x WOOD STUD OR A 2x WOOD HEADER OR SILL PLATE. SEE SCHEDULES C & D FOR ANGLE, ANCHOR, FASTENER QUANTITY AND SIZE. Approved as compl }lag with the Date , f1t � y 7 y 7 cr 2002 r \E):lin V licinIni Dade Division r >, scale AS NOTED design by VJK 0 4 0 LO dare 06/21/01 1drawn by l. MC (Checked by VJK drawing no. 02 -601 EXTERIOR STORM BAR SPAN SCHEDULE (F >- MULTIPLE SPAN CONDITION (ALL SPANS) N DESIGN LO S�F') SLAT FOR SPACING (IN.) STORM BAR TYPE AND MAXIMUM LENGTH (INCHES) O /4' x2-1/2' O REACTION (LBS.) O 1' x 3' ® REACTION (LBS.) 1 2' x 3' HEAVY 11 REACTION (LBS.) O 2' x 6' O REACTION (LBS.) 10 2' x 8' ® REACTION (LBS.) 120.0 30 60 936 72 1132 103 1603 115 1798 145 2261 36 55 1030 66 1246 94 1756 105 1970 132 21.77 42 51 1117 62 1351 87 1897 97 2127 122 2675 68 48 1198 58 1449 81 2028 91 2274 111. 2860 5 45 1275 55 1541 76 2151 86 2412 108 3034 60 43 1347 52 1629 73 2268 81 2543 102 3198 66 41 1416 50 1712 69 2378 78 2667 98 3354 130.0 24 64 867 77 1049 110 1493 121. 1671. 155 2102 30 58 976 70 1180 99 1669 111 1871 139 2353 36 53 1075 64 1299 90 1828 101 2050 127 2578 42 49 1165 59 1409 1511 1607 83 1975 93 2214 118 110 ----71t17.---- 1 01. 2785 2977 _ 37 _ - 15 48 46 1250 56 53 78 73 2111 - 87 2367 2511 54 ___ 44 1330 2239 82 61 41 1417 50 1713 69 2380 78 2669 98 3356 140.0 18 71 775 86 937 123 1341 138 1501. 172 1879 24 62 902 75 1091 106 1549 119 1737 150 2184 30 56 1015 67 1227 95 1732 107 1942 131. 2442 36 51 1117 62 1351 87 1897 97 2127 122 2675 42 47 1212 57 1465 80 2049 90 2298 113 2890 48 45 1299 54 1571 75 2191 84 2456 106 3089 • 58 41 1435 49 1735 68 2408 77 2700 96 3396 150.0 18 69 803 83 972 118 1389 133 1557 166 1948 24 60 936 72 1132 103 1603 115 1798 145 2261 30 54 1053 65 1273 92 1793 103 2010 129 2528 36 49 1159 60 1401 84 1964 91. 2202 118 2769 42 46 1256 56 1519 78 2121 87 2378 109 2991 48 43 1347 52 1629 73 2268 81 251.3 102 3198 56 39 1510 47 1822 65 2530 73 2837 92 3567 160.0 18 67 831 80 1006 115 11.31. 129 1608 161 2015 2 58 968 70 1171 99 1656 111 1857 11.0 2335 30 52 1089 63 1317 89 1851 100 2076 12S 2611 36 48 1198 58 1449 81 2028 91 2274 114 2860 42 45 1299 54 1571 75 2191 84 21.56 106 3089 48 42 1394 51 1685 70 2342 79 2626 99 3302 53 40 1468 48 1773 • 67 2461 75 2759 91. 3470 170.0 18 65 859 78 1038 111 1478 125 1658 157 2080 24 56 1000 68 1209 96 1707 108 1914 136 2407 30 51 1124 61 1359 86 1908 97 2140 122 2691 36 47 1237 56 1496 79 2091 88 2344 111 2948 42 43 1341 52 1622 73 2258 82 2532 103 3184 48 41 1438 49 1739 68 21.11. 76 2707 96 3404 50 40 1469 48 1775 67 21.64 75 2763 94 3474 180,0 18 63 885 76 1070 108 1521 121 1706 152 2144 18 63 885 76 1070 108 1521 121 1706 152 2144 18 63 885 76 1070 108 1521 121 1706 152 2144 24 55 1030 66 1246 94 1756 105 1970 132 2477 30 49 1159 60 1401 84 1961. 94 2202 118 2769 3034 36 45 1275 55 1541 76 2151 86 2412 108 47 40 1466 48 1770 67 2458 75 2756 94 3466 200,0 18 60 936 72 1132 103 1603 115 1798 145 2261 18 60 936 72 1132 103 1603 115 1798 145 2261 18 60 936 72 1132 103 1603 115 1798 145 2261 24 52 1089 63 1317 89 1851 100 2076 125 2611 30 47 1224 57 1481 79 2070 89 2321 112 2919 36 43 13 52 1629 73 2268 81 2543 102 3198 42 40 11.60 48 1764 67 2449 75 2746 95 3454 220,0 18 57 984 69 1190 98 1682 110 1886 138 2371 18 57 984 69 1190 98 1682 110 1886 138 2371 18 57 981. 69 1190 98 1682 110 1886 138 2371 24 50 1145 60 1384 85 1942 95 2177 119 2738 30 45 1287 51. 1556 76 2171 85 2434 107 3061 36 41 1416 50 1712 69 2378 78 2667 98 3354 38 40 1457 49 1760 67 2443 76 2740 95 3446 EXTERIOR STORM BAR SPAN SCHEDULE 'F - - MULTIPLE SPAN CONDITION (ALL SPANS) NEGATIVE DESIGN LOAD (P.S.F.) SLAT BAR TYPE AND MAXIMUM LENGTH (INCHES) • SPAN �O M BAR SPACING 3/4' (IN.) ��, ® x 2 -1R' ® END REACTION (LBS.) STORM ® 1' x 3' END REACTION (LBS.) 11 2' x 3' HEAVY 1) END REACTION (LBS.) 0 2' x6- ® END REACTION (LBS.) @ 2' x 8' . 10 END REACTION (LBS.) 48 92 574 111 695 162 1014 182 1137 22 1400 60 83 647 100 783 145 1131. 163 1271 202 1575 72 76 714 92 863 132 1242 149 1393 185 1733 30,0 84 71 775 86 937 123 1341 138 1501. 172 1879 96 67 831 80 1006 115 1434 129 1608 161 2015 108 63 885 76 1070 108 1521 121 1706 152 2141. 121 60 940 72 1137 102 1610 115 1805 144 2270 36 92 574 111 695 162 1014 182 1137 224 16 40.0 48 80 670 97 811 141 1171 158 1313 196 1629 72 755 88 913 126 1309 141 1468 176 1832 _60 __72 _ - 86 _ - 96 _ 67 62 _ 58 _ _ 831 902 968 80 75 70 1006 115 1434 1608 161 2015 1091 106 99 1549 _129 119 1737 1857 150 2184 2335 _ 1171 1656 111 140 113 54 1055 65 1276 92 1797 103 2015 129 2534 48 72 755 88 913 126 1309 141 1468 176 1832 54 69 803 83 972 118 1389 133 1557 166 1948 60 65 850 79 1028 112 1464 126 1641 158 2059 50,0 66 62 894 75 1081 107 1535 120 1721 . 151 2164 72 60 936 72 1132 103 1603 115 1798 145 2261 78 58 976 70 1180 99 1669 111 1871 139 2353 105 SO 1142 61 1380 85 1936 95 2171 120 2730 60,0 48 67 831 80 1006 115 1434 129 1608 161 2015 51. 63 885 76 1070 108 1521 121 1706 152 2144 60 60 936 72 1132 103 1603 115 1798 145 2261 66 57 984 69 1190 98 1682 110 1886 138 2371 72 55 1030 66 1246 94 1756 105 1970 132 2477 78 53 1075 64 1299 90 1828 101 2050 127 2578 96 48 1198 58 1449 81 2028 91 2274 111. 2860 7230_ 48 61 916 74 1107 ti} 1571 117 1762 148 2215 54 58 974 70 1179 99 1666 111 1869 139 2350 60 55 1030 66 1246 94 1756 105 1970 132 2477 66 53 1083 64 1310 89 1842 100 2066 126 2598 72 50 1134 61 1371 86 1924 96 2158 - 121 2713 78 49 1183 59 1430 82 2003 92 2246 116 2821. 81 48 1206 58 1459 81 2041 90 2288 114 2878 80.0 48 61 916 74 1107 105 1571 117 1762 148 2215 54 58 974 70 1179 99 1666 111 1869 139 2350 60 55 1030 66 1246 94 1756 105 1970 132 2477 66 53 1083 61. 1310 89 1842 100 2066 126 2598 72 50 1134 61 1371 86 1921. 96 2158 121 2713 78 49 1183 59 1430 82 2003 92 2246 116 2824 83 47 1222 57 1477 80 2066 89 2317 112 2913 90,0 36 55 1030 66 1246 94 1756 105 1970 132 2477 42 52 1096 63 1325 88 1863 99 2089 125 2627 48 49 1159 60 1401 84 1961. 9 2202 118 2769 54 47 1218 57 1473 80 2060 90 2310 113 2904 60 45 1275 55 1541 76 2151 86 2412 108 3031. 66 44 1330 53 1607 73 2239 82 2511 101. 3157 78 44 1330 53 1607 73 2239 82 2511 104 3157 100,0 36 60 936 72 1132 103 1603 115 1798 145 2261 42 56 1015 67 1227 95 1732 107' 1942 134 2442 48 52 1089 63 1317 89 1851 100 2076 125 2611 54 49 1159 60 1401 84 1964 94 2202 118 2769 60 47 1224 57 1481 79 2070 89 2321 112 2919 66 45 1287 54 1556 '76 2171 85 2434 107 3061 74 43 1367 51 1652 72 2299 80 2578 101 3242 110.0 57 984 69 1190 98 1682 110 1886 138 2371 53 1067 61. 1291 91 1816 102 2037 128 2561 50 1145 60 1384 85 1942 95 2177 119 2738 a 47 1218 57 1473 80 2060 90 2310 113 2904 45 1287 54 1556 76 2171 85 2431. 107 3061 43 1353 52 1636 72 2277 81 2553 102 3211 42 1395 50 1687 '70 2345 79 2630 99 3307 SLAT SPAN 0 DOUBLE SPAN LAYOUT SLAT SPAN NOTE: INTERPOLATE FOR STORM BAR SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. SLAT SPAN 0 MULTIPLE SPAN LAYOUT Q r -� SLAT ), SLAT SPAN SPAN IL fiat n1�as1 ;;;:id I )iti5ion date 06/ 21/ - 01 scale AS NOTED deatgn by 1 VJK1 0 0) (drawn by ` MC (checked by VJK drawing na. 02 -601 ( sheet 7 of 121 • INTERIOR STORM BAR SPAN SCHEDULE <G) - MULTIPLE SPAN CONDITION (ALL, SPANS) TI D DESIGN LOAD (1 •F•) SLAT STORM BAR TYPE AND MAXIMUM LENGTH (INCHES) SP O RN STORM BAR SPACING (IN.) O 3/4' x 2 -1/2 O END REACTION (LBS.) O MIN. SEP. FROM GLASS (IN.) � 1' x 3' 0 END REACTION (LBS.) AR `°J MIN. SEP. FROM GLASS (IN.) 11 r x 3' HEAVY 11 END REACTION (LBS.) 11 MIN. SEP. FROM GLASS (IN.) 09 r x 6' 0 END REACTION (LBS.) 0 MIN. SEP. FROM GLASS (IN.) 10 2' x 8' 10 END REACTION (LBS.) 10 MIN. SEP. FROM GLASS (IN.) 36 105 492 2 -1/2" 127 596 2 -7/8" 152 714 3" 192 899 3" 231 1084 3" 48 92 574 2 -1/8" 111 695 2 -1/2" 142 886 3" 179 1116 3" 215 131.5 3" 60 83 647 2" 100 783 2 -1/4" 134 1048 3" 163 1271 2 -3/4" 202 1575 2 -7/8" 30.0 72 76 711. 1 -7/8" 92 • 863 2" 128 1201 3" 149 1393 2 -1/2" 185 1733 2 -5/8" 84 71 775 1 -3/4" 86 937 1 -7/8" 123 1341 3" 138 1504 2 -1/4" 172 1879 2 -1/2" 96 67 831 1 -5/8" 80 1006 .1 -3/4 115 1434 2 -3/4" 129 1608 2 -1/8" 161 2015 2 -1/4" 107 63 881 1 -1/2" 76 1065 1 -3/4" 109 1514 2 -1/2" 122 1698 2" 153 2133 2 -1/8" 36 92 574 2 -1/8" 111 695 2 -1/2" 142 886 3" 179 1116 3" 215 1345 3 48 80 670 1 -7/8" 97 811 2 -1/8" 132 1100 3" 158 1313 2 -5/8" 196 1629 2 -7/8" 60 72 755 1 -3/4" 88 913 1 -7/8" 125 1300 3" 141 1468 2 -1/4" 176 1832 2 -1/2 40.0 72 67 831 1 -5/8" 80 1006 1 -3/4" 115 1434 2 -3/4" 129 1608 2 -1/8" 161 2015 2 -1/4" 54 62 902 1 -1/2" 75 1091 1 -5/8" 106 1549 2 -1/2" 119 1737 1 -7/8" 150 2181. . 2 -1/8" 96 58 968 1 -1/2" 70 1171 1 -5/8" 99 1656 2 -1/4" 111 1857 1 -7/8" 140 2335 2" 100 57 989 1 -1/2" 69 1196 1 -1/2" 97 1690 2 -1/1." 109 1895 1 -3/4" 137 2383 1 -7/8" 4 8 72 755 1-3/1." 88 913 1 -7/8" 125 1300 3" 141 11.68 2 -1/4" 176 1832 2 -1/2 54 69 803 1 -5/8" 83 972 1 -7/8" 118 1389 2 -7/8" 133 1557 2 -1/8" 166 1948 2 -3/8" 60 65 850 1 -5/8" 79 1028 1 -3/1." 112 1461. 2 -5/8" 126 1641 2" 158 2059 2 -1/4" 50.0 72 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 11.5 2261 2" 81. 56 1015 1 -1/2" 67 1227 1 -1/2" 95 1732 2 -1/8" 107 191.2 1 -3/4" 134 241.2 1 -7/8" 96 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 94 53 1077 1 -1/2" 64 1302 1 -1/2" 90 1832 2 -1/8" 101 2051. 1 -5/8" 127 2584 1 -3/4 60.0 48 67 831 1 -5/8" 80 1006 1 -3/4 115 11.31. 2 -3/4" 129 1608 2 -1/8" 161 2015 2 -1/4" 54 63 885 • 1-1/2" 76 1070 1-3/1." 108 1521 2 -1/2" 121 1706 2" 152 211.4 2 -1/8" 60 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 72 55 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 78 53 1075 1 -1/2" 61. 1299 1 -1/2" 90 1828 2 -1/8" 101 2050 1 -5/8" 127 2578 1 -3/4" 84 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/1." 85 51 1121. 1 -3/8" 61 1359 1 -1/2" 86 1908 2" 97 2140 1 -5/8" 122 2691 1 -3/1." 72.0.. ' 48 62 902 1 -1/2" 75 1091 1 -5/8" 10`.; 1549 2 -1/2" 119 1737 1 -7/8" 150 2184 2 -1/8" 54 59 960 1 -1/2" 71 1161 1 -5/8 "• 100 1643 2 -3/8" 112 1842 1 -7/8" 141 2317 2" 60 56 1015 1 -1/2" 67 1227 1 -1/2" 95 1732 2 -1/8" 107 1942 1 -3/4" 134 2442 1 -7/8" _ 66 53 1067 1 -1/2" 61. 1291 1 -1/2" 91 1816 2 -1/8" 102 2037 1 -5/8" 128 2561 1 -3/4" 72 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/4" 78 49 1165 1 -3/8" 59 1409 1 -1/2" 83 1975 1 -7/8" 93 2214 1 -1/2" 118 2785 1 -5/8" . 81 48 1189 1 -3/8" 58 1437 1 -1/2" 82 2012 1 -7/8" 92 2256 1 -1/2" 115 2838 1 -5/8" 80.0 48 58 968 1 -1/2" 70 1171 1 -5/8" 99 1656 2 -1/4" 111 . 1857 1 -7/8" 140 2335 2" 54 55 1030 1 -1/2" 66 1246 1 -1/2" 91. 1756 2 -1/8" 105 1970 1 -3/4" 132 • 21.77 1 -7/8" 60 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 66 50 111.5 1 -3/8" 60 1381. 1 -1/2" 85 1942 1 -7/8" 95 2177 1 -1/2" 119 2738 1 -5/8" 72 48 1198 1 -3/8" 58 1449 1 -1/2" 81 2028 1 -7/8" 91 227 1 -1/2" 114 2860 1 -5/8" 78 4.6 1250 1 -3/8" 56 1511 1 -1/2" 78 2111 1 -3/4" 87 2367 1 -1/2" 110 2977 1 -1/2" 79 46 1258 1 -3/8" 55 1521 • 1 -3/8" 77 2124 1 -3/4" 87 2382 1 -1/2" 109 2996 1 -1/2" 90.0 42 59 960 1 -1/2" 71 1161 1 -5/8" 100 1643 2 -3/8" 112 1842 1 -7/8" 141 2317 2" 48 55 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 54 52 1096 1 -1/2" 63 1325 1 -1/2" 88 1863 2" 99 2089 1 -5/8" 125 2627 1 -3/1." 60 49 1159 1 -3/8" 60 1401 1 -1/2" 84 1961. 1 -7/8" 94 2202 1 -1/2" •118 2769 1 -5/8" 66 47 1218 1 -3/8" 57 1473 1 -1/2" 80 2060 1 -7/8" 90 2310 1 -1/2" 113 2901. 1 -5/8" 72 45 1275 1 -3/8" 55 1541 1 -3/8" 76 2151 1 -3/4" 86 2412 1 -1/2" 108 3034 1 -1/2" 75 44 1302 1 -3/8" 54 1575 1 -3/8" 75 2196 1 -3/4" 84 2462 1 -1/2" 106 3096 1 -1/2" 100.0 36 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 42 56 1015 1 -1/2" 67 1227 1 -1/2" 95 1732 2 -1/8" 107 1942 1 -3/4" 134 2442 1 -7/8" 48 52 .1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 54 49 1159 1 -3/8" 60 1401 1 -1/2" 84 1961. 1 -7/8" 94 2202 1 -1/2" 118 2769 1 -5/8" 60 47 1224 1 -3/8" 57 1481 1 -1/2" 79 2070 1 -7/8" 89 2321 1 -1/2" 112 2919 1 -5/8" 66 45 1287 1 -3/8" 54 1556 1 -3/8" 76 2171 1 -3/4" 85 2434 1 -1/2" 107 3061 1 -1/2" 71 43 1337 1 -1/4" 52 1617 1 -3/8" 73 2252 1 -5/8" 82 2525 1 -1/2" 103 3175 1 -1/2" 110.0 36 57 984 1 -1/2" 69 1190 1 -5/8" 98 1682 2 -1/4" 110 1886 1 -3/4" 138 2371 1 -7/8" 42 53 1067 1 -1/2" 64 1291 1 -1/2" 91 1816 2 -1/8" 102 2037 1 -5/8" 128 2561 1 -3/4" 48 50 1145 1 -3/8" 60 1384 1 -1/2" 85 1942 1 -7/8" 95 . 2177 1 -1/2" 1 19 2738 1 -5/8" 54 47 1218 1 -3/8" 57 1473 1 -1/2" 80 2060 1 -7/8" 90 2310 1 -1/2" 113 2904 1 -5/8" 60 45 1287 1 -3/8" 54 1556 1 -3/8" 76 2171 1 -3/4" 85 21.34 1 -1/2" 107 3061 1 -1/2" 66 43 1353 1 -1/4" 52 1636 1 -3/8" 72 2277 1 -5/8" 81 2553 1 -1/2" 102 3211 1 -1/2" 68 42 1374 1 -1/4" 51 1662 1 -3/8" 71 2311 1 -5/8" 80 2592 1 -1/2" 100 3259 1 -1/2" 120.0 30 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 36 55 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4". 132 .2477 1 -7/8" 42 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/4" 48 48 1198 1 -3/8" 58 1449 1 -1/2" 81 2028 1 -7/8" 91 227 1 -1/2" 114 2860 1 -5/8" 54 45 1275 1 -3/8" 55 1541 1 -3/8". 76 2151 1 -3/4" 86 2412 1 -1/2" 108 3034 1 -1/2" 60 43 1347 1 -1/4" 52 1629 1 -3/8" 73 2268 1 -5/8" 81 2543 1 -1/2" 102 3198 1 -1/2" 62 42 1371 1 -1/4" 51 1657 1 -3/8" 71 2305 1 -5/8" 80 2585 1 -1/2" 101 3250 1 -1/2" SVItNHH„ I / uoitdia t.p ILNI Illl(.1 SUOISIAaJ WA COUNTY COMMENTS MA COUNTY COMMENTS vii NEM GENERAL NOTE No. 1 WAS PAGE B, SCHEDULE 6 11 WAS TABLES ON PAGES T. L10 L 11 D. * 022002012O70 111 BG©©DOIN ri OsJJ-1 EI Eonitio p DIEM 113 Loruof p 10/10 /0L p WMm data 06/21/01 scale AS NOTED (drawn by ` MC ( design by 1(cheched bye VJK 11 VJK1 Graving ne. 02 -601 r4, DOUBLE SPAN LAYOUT ri' MULTIPLE SPAN LAYOUT NOTE: INTERPOLATE FOR STORM BAR SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. A;:nr:1 r,t : s complying waltz the Il ia^ NIi:t:11f IJa(I T)ivisi0;t PERMANENT MULLION SPAN SCHEDULE (H) NEGATIVE DESIGN LOAD (P.S.F.) SLAT SPAN STORM BAR SPACING (IN.) MULLION TYPE AND MAXIMUM LENGTH (INCHES) 11 O 2 x 3' HEAVY 11 O END REACTION (LBS.) !8� & 11 . E 1' x 3' 2* x 3' HEAVY 8 & (111 " � u END REACTION (LBS.) 12 O 4' x 6' 12 - END REACTION (LBS.) 120.0 30 77 1185 88 1362 120 1853 36 73 1310 84 1506 115 2049 42 70 1429 81 161.3 110 2235 48 67 1544 78 1774 105 2414 54 65 1654 75 1901 102 2587 60 63 1761 73 2024 99 2754 66 61 1865 71 2143 96 2917 130.0 24 80 1110 91 1276 124 1737 30 75 1250 86 1437 117 1955 36 71 1382 82 1588 111 2161 42 68 1508 78 1733 107 2358 48 66 1628 75 1872 103 2547 54 63 1745 73 2006 99 2729 61 61 1876 70 2156 96 2934 140.0 18 83 1010 96 1162 130 1580 24 78 1167 89 1341 121 1825 30 73 1313 84 1509 114 2054 36 70 1452 80 1669 109 2270 42 67 1584 77 1821 104 2477 48 64 1711 74 1967 100 2676 58 61 1913 70 2198 95 2991 150.0 18 81 1058 94 1216 127 1655 24 76 1222 87 1404 119 1911 30 71 1375 82 1580 112 2150 36 68 1520 78 1747 106 2377 42 65 1658 75 1906 102 2594 48 63 1791 72 2059 98 2802 56 60 1961 69 2254 94 3068 160.0 18 80 1105 92 1270 125 1728 24 74 1275 85 1466 116 1995 30 70 1435 80 1650 109 2245 36 67 1587 76 1824- 104 2482 42 61. 1731 73 1990 100 2708 48 61 1870 70 2150 96 2925 53 60 1982 68 2278 93 3100 170.0 18 78 1150 90 1322 122 1799 24 73 1328 84 1526 114 2077 30 69 1494 79 1718 107 2337 36 65 1652 75 1899 102 2584 42. 62 1803 72 2072 98 2820 48 60 1947 69 2238 94 3046 50 59 1994 68 2292 93 3119 180.0 18 77 1195 88 1373 120 1869 18 77 • 1195 88 1373 120 1869 18 77 1195 88 1373 120 1869 24 71 1379 82 1586 112 2158 30 67 1553 77 1785 105 2428 36 64 1716 74 1973 100 2685 47 59 1998 68 2297 93 3125 200.0 18 71. 1282 85 1473 116 2005 18 74 1282 85 1473 116 2005 18 74 1282 85 1473 116 2005 24 69 1480 79 1701 108 2315 30 65 1665 75 1914 102 2605 36 62 1841 71 2116 97 2880 42 59 2009 68 2309 92 3142 220.0 18 72 1366 82 1570 112 2136 18 72 1366 82 1570 112 2136 18 72 1366 82 1570 112 2136 24 67 1577 77 1813 104 2466 30 63 1775 72 2040 98 2776 36 60 1962 69 2255 94 3069 38 59 2023 68 2325 92 3163 PERMANENT MULLION SPAN SCHEDULE (H) NEGATIVE DESIGN • (P.S.F.) A , SLAT ' SPAN OR STORM SPA NG (IN.) MULLION TYPE AND MAXIMUM LENGTH (INCHES) 11 2 x 3' HEAVY 11 REACTION (LBS.) .101 8,63®&@ 2' x 3" HEAVY REACTION (LBS.) 12 4' x 6' 12 REACTION (LBS.) 48 107 613 123 704 167 958 60 100 699 115 803 157 1093 30.0 72 95 780 109 897 148 1220 84 90 857 101. 985 142 131.1 96 87 931 100 1070 136 1456 10B 81. 1002 96 1152 131 1567 121 81 1076 93 1237 126 1683 40.0 36 106 630 121 724 165 985 48 97 742 112 853 152 1161 60 91 847 105 973 142 1324 72 86 945 99 1086 135 1478 84 82 1038 95 1194 129 1624 96 79 1128 91 1297 123 1761. 113 75 1249 86 1436 117 1953 5 48 90 861 104 990 141 1347 54 87 923 100 1061 136 1443 60 85 982 97 1129 132 1537 66 82 1040 91. 1196 128 1627 72 80 1097 '92 1260 125 1715 78 78 1151 90 1324 122 1801 105 71 1384 82 1591 111 2165 60.0 48 85 972 98 1118 133 1521 54 82 1042 94 1198 128 1630 60 80 1109 91 1275 124 1735 66 77 1175 89 1350 121 1837 72 75 1238 87 1423 118 1937 78 • 73 1300 84 1495 115 2034 96 69 1478 79 1699 108 2312 72.0 48 80 1098 92 1262 125 1718 54 77 1177 89 1353 121 1840 .. 60 75 1253 86 1440 117 1959 66 73 1327 84 1525 111. 2075 72 71 1398 81 1607 111 2187 78 69 1468 79 1688 108 2297 81. 68 1503 79 1727 107 2350 80.0 48 77 1178 89 1354 121 1843 54 75 1262 86 1451 117 1974 60 72 1344 83 1545 113 2102 66 70 1423 81 1636 110 2226 72 68 1500 79 1724 107 2346 78 67 1575 77 1811 104 2464 83 65 1636 75 1881 102 2559 90.0 36 81 1081 93 1243 126 1691 42 77 1180 89 1356 121 1845 48 74 1274 85 1465 116 1993 54 72 1365 82 1570 112 2136 60 69 1454 80 1671 109 2274 66 68 1539 78 1769 106 2408 78 64 1704 74 1959 100 2665 100.0 36 78 1160 89 1333 122 1814 42 74 1266 86 1455 116 1979 48 72 1367 82 1571 112 2138 54 69 1465 BO 1684 108 2291 60 67 1559 77 1793 105 2439 66 65 1651 75 1898 102 2583 74 63 1770 72 2035 99 2768 110.0 36 75 1236 87 1421 118 1933 42 72 1349 83 1550 113 2109 48 69 1457 80 , 1674 109 2278 54 67 1561 77 1794 105 2441 60 65 1662 75 1910 102 2599 66 63 1760 73 2023 99 2752 7 0 62 1823 71 2096 97 2852 SEE DETAILS E /2. F/2, H/2 SLAT & .1/2 (TYP.) SPAN `EXISTING GLAZING SLAT SPAN ' SL A B SPAN ' 2 "OR L/180 + 1" WITH SITE SPECIFIC ENGINEERING SEE DETAIL G/2 MULLION LAYOUTS SEE DETAILS E /2, F /2, H/2 & J/2 (TYP.) 11 J. L 8 II }� -- S P AI\I 'SP A SPA i 11 ' i. _.L H o NOTE: INTERPOLATE FOR MULLION SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. SEE DETAILS K /2, L /2. M/2 & N/2 (TYP.) --\ ,-1/4"45 THRU BOLT / WITH LOCK NUT (TYP.) 0 0 (6)8E 11 MULLION CONNECTION /-STORM (TYP.) BAR B J ATO ATI 'SPAIJ;.SPA ' f EXISTING GLAZING Ap r:nal as complying with the riot e11=r2002 rw oM A.V - o Q Miami Dad: ' t Control Division Ti• SEE DETAIL G/2 2" OR L/180 » 1" WITH SITE SPECIFIC ENGINEERING L J 0 z ZN W U 1 ° U a 0 te Qt, z W U w N � W Z Sev scale AS NOTED design by VJK drawing no 02 -601 rr 0 0 (date 06/21/011 drawn by MC checked by VJK • HEADER LENGTH OR SHUTTER WIDTH SCHEDULE .:J i DESIGN SLAT LOAD (P.S.F.) COUNTY COMMENTS NEW GENERAL NOTE Na. PAGE 0. SCHEDULE G' TABLES ON PAGES 1, 0,10 t 11 HEADER TYPE AND MAXIMUM LENGTH (INCHES) MAXIMUM LAT PAN USED 2' x 3' STANDARD 11 2' x 3• HEAVY 0 2' x 5' 09 2' x 6' 10 2' x 8' (IN.) 48 STORM 60 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 STORM 60 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 171 153 141 131 122 110 79 69 250 225 207 192 180 162 135 118 247 223 204 189 177 158 131 113 281 253 232 216 202 182 149 130 34 310 285 265 249 224 185 161 60 173 155 141 131 108 97 79 69 250 225 207 192 180 164 119 104 247 223 204 189 179 160 115 100 281 253 232 216 202 182 150 115 344 310 285 265 249 224 185 163 72 173 155 125 116 108 97 79 - 250 225 209 194 182 164 120 104 247 223 206 191 179 141 115 100 281 253 232 218 205 184 133 115 344 310 285 265 249 224 187 163 30.0 84 153 137 125 116 108 97 - - 253 228 209 194 162 146 120 10 250 225 206 191 158 141 115 100 281 253 234 218 205 163 133 115 344 310 285 265 251 226 166 145 96 153 137 125 116 108 97 - - 253 228 186 173 162 146 120 104. 250 225 183 169 158 141 115 100 281. 256 234 218 182 163 133 115 341. 310 288 268 251 226 166 145 108 153 137 125 116 108 - - - 253 203 186 173 162 146 120 - 250 200 183 169 158 141 115 - 284 256 209 194 182 163 133 115 344 313 288 268 251 202 166 145 121 153 137 125 - - - - - 225 203 186 173 162 146 - - 223 200 183 169 158 141 - - 284 228 209 194 182 163 133 - 348 313 288 237 224 202 166 145 36 148 133 121 112 106 95 77 59 219 197 180 168 157 1 116 102 216 194 177 164 153 137 112 98 245 221 202 188 176 158 129 111 301 271 249 231 217 196 161 140 48 148 134 122 113 106 84 69 59 219 197 180 168 157 143 118 .91 216 194 177 164 153 138 113 87 245 221 202 188 176 158 130. 113 301 271 249 231 217 196 161 142 60 150 134 108 100 94 84 69 - 219 197 180 169 159 1 104 91 216 194 179 165 155 138 100 87 245 221 202 188 178 159 115 100 301 271 249 231 217 196 163 142 40,0 72 133 119 108 100 94 84 - - 219 199 182 169 141 127 104 91 218 196 179 165 137 122 100 87 245 221 205 190 178 141 115 100 301 271 24 9 231 217 198 163 _ 125 84 133 119 108 100 94 - - - 221 199 162 151 141 127 104 91 218 196 158 146 137 122 100 87 248 223 205 190 158 141 115 100 301 271 251 234 220 198 145 125 96 133 119 108 100 - - - - 221 177 162 151 141 127 104 - 218 173 158 146 137 122 100 - 248 223 182 168 158 141 115 100 301 274 251 234 220 176 145 125 113 133 119 - - - - - - 197 177 162 151 141 127 - - 194 173 158 11.6 137 122 - - 221 198 182 168 158 141 115 - 304 274 222 208 196 176 11.5 125 50,0 48 134 120 110 101 8 75 . 61 53 197 177 162 151 143 128 94 82 194 173 158 146 138 124 89 77 221 198 182 168 158 143 116 89 271 244 224 208 196 176 ' 145 127 54 134 120 97 90 84 75 61 - 197 177 162 152 143 128 94 82 194 173 160 148. 138 124 89 77 221 198 182 168 159 143 103 89 271 244 224 208 196 176 146 127 60 134 106 97 90 84 75 61 - 197 179 164 152 143 114 94 82 194 175 160 148 138 110 89 77 221 198 182 170 159 143 103 89 271 244 224 208 196 178 146 112 66 119 106 97 90 84 75 - - 199 179 164 152 127 114 91. 82 196 175 160 131 122 110 89 77 221 198 181. 170 159 126 103 '89 271 244 224 208 198 178 129 112 72 119 106 97 90 84 75 - - 199 179 164- 135 127 114 91. 82 196 175 141 131 122 110 89 77 221 201 184 170 141 126 103 89 271 2 41. 224 210 198 178 129 112 78 119 106 97 90 84 - - - 199 179 146 135 127 111. 94 82 196 155 141 131 122 110 89 - 223 201 181. 151 141 126 103 89 271 244 226 210 198 178 129 112 105 119 106 - - - - - - 177 159 146 135 127 114 - - 173 155 141 131 122 110 - - 198 178 163 151 141 126 - - 274 247 202 181 176 158 129 112 60,0 48 122 110 88 82 77 69 56 48 180 162 149 140 131 118 86 75 177 158 144 135 126 113 82 71 202 182 166 154 145 130 94 81 249 224 206 191 179 161 134 116 54 122 97 88 82 77 69 56 - 180 162 150 140 131 104 86 75 177 160 146 135 126 100 82 71 202 182 166 156 145 130 94 81 249 224 206 191 179 163 163 134 118 102 60 108 97 88 82 77 69 - - 180 164 150 140 116 104 86 75 179 160 146 119 112 100 82 71 202 182 168 156 145 115 94 81 249 224 206 191 181 102 66 108 97 88 82 77 69 - - 182 164 150 124 116 104 86 75 179 160 129 119 112 100 82 71 202 184 168 156 129 115 94 81 249 224 206 193 181 163 118 102 _ 72 108 97 88 82 77 - - - 182 164 134 124 116 10 86 75 179 141 129 119 112 100 82 - 205 184 168 138 129 115 94 81 249 224 208 193 181 163 118 102 78 108 97 88 82 - - - - 182 146 134 121. 116 104 86 - 179 141 129 119 112 100 82 - 205 184 149 138 129 115 94 81 249 226 208 193 181 11.5 118 102 96 108 97 - - - - - - 162 146 134 124 116 104 - - 158 141 129 119 112 100 - - 182 163 149 138 129 115 - - 251 226 185. 172 161 145 118 102 'w0 48 112 88 81 75 70 63 51 - ;1 149 138 128 120 96 79 68 161 144 133 123 115 91 75 65 186 166 152 142 133 119 86. 74 228 206 189 175 164 148 122 93 54 99 88 81 75 70 63 - - 165 150 138 128 107 96 79 68 163 146 133 123 102 91 75 65 186 166 153 11.2 133 105 86 74 228 206 189 175 164 149 108 93 60 99 88 81 75 70 63 - - 167 150 138 114 107 96 79 68 163 146 118 109 102 91 75 65 186 168 153 142 117 105 86 74 228 206 189 177 166 149 108 93 66 99 88 81 75 70 - - - 167 150 122 111. 107 96 79 68 163 129 118 109 102 91 75 - 188 168 153 126 117 105 86 71. 228 206 191 177 166 149 108 93 72 99 88 81 75 - - - - 167 134 122 114 107 96 79 - 163 129 118 109 102 91 75 - 188 168 136 126 117 105 86 74 228 208 191 177 166 132 - 108 93 78 99 88 81 - - - - - 149 134 122 114 107 96 79 - 144 129 118 109 102 91 - - 188 149 136 126 117 105 86 - 231 208 191 177 148 132 108 93 81 99 88 - - - - - - 149 134 122 114 107 96 - - 144 129 118 109 102 91 - - 188 149 136 126 117 105 86 - 231 208 191 158 11.8 132 108 93 80,0 48 106 84 77 71 66 59 48 - 157 143 131 122 114 91 75 65 153 138 126 117 109 87 71 61 176 158 145 135 126 113 81 70 217 196 179 167 156 142 116 89 54 94 84 77 71 66 59 - - 159 143 131 107 101 91 75 65 155 138 126 103 97 87 71 61 176 159 145 135 126 100 81 70 217 196 179 167 158 142 102 89 60 94 84 77 71 66 - - - 159 143 116 108 101 91 75 65 155 138 112 103 97 87 71 61 178 159 145 119 111 100 81 70 217 196 181 168 158 142 102 89 66 94 84 77 71 66 - - - 159 127 116 108 101 91 75 - 155 122 112 103 97 87 71 - 178 159 • 129 119 111 100 81 70 217 198 181 168 158 125 102 89 72 94 84 77 - - - - - 141 127 116 108 101 91 75 - 137 122 112 103 97 87 - - 178 141 129 119 111 100 81 - 217 198 181 168 140 125 102 89 78 94 84 - - - - - - 141 127 116 108 101 91 - - 137 122 112 103 97 87 - - 178 141 129 119 111 100 81 - 220 198 181 150 140 125 102 89 83 94 84 - - - - - - 141 _ 127 116 108 101 91 - - 137 122 112 103 97 87 - - 158 141 129 119 111 100 - - 220 198 161 150 140 125 102 89 90,0 36 100 89 82 67 63 56 46 40 149 134 122 111. 108 97 71 61 144 129 118 109 103 92 67 58 166 149 136 126 117 106 87 66 206 185 170 158 148 132 109 94 42 100 89 72 67 63 56 46 - 149 134 124 115 108 97 71 61 141. 129 119 110 103 82 67 58 166 149 136 127 119 106 77 66 206 185 170 158 148 132 109 84 48 88 79 72 67 63 56 - - 149 135 124 115 96 86 71 61 144 131 119 110 91 82 67 58 166 149 137 127 119 94 77 66 206 185 170 158 148 134 109 84 54 88 79 72 67 63 56 - - 150 135 124 102 96 86 71 61 146 131 105 98 91 82 67 58 166 150 137 127 105 94 77 66 206 185 170 159 149 134 96 84 60 88 79 72 67 63 - - - 150 119 110 102 96 86 71 61 146 115 105 98 91 82 67 - 168 150 137 112 105 91. 77 66 206 185 171 159 11.9 ' 118 96 84 66 88 79 72 67 - - - - 150 120 110 102 96 86 71 - 129 115 105 98 91 82 67 - 168 150 121 112 105 94 77 66 206 187 171 159 149 118 96 84 78 88 79 - - - - - - 131. 120 110 102 96 86 - - 129 115 105 98 91 82 - - 149 133 121 112 105 94 - - 208 187 152 11.1 132 118 96 84 100 0 36 95 85 77 63 59 53 43 38 141 127 116 108 102 92 • 67 58 137 122 112 105 98 88 63 55 158 141 129 119 111 101 82 63 196 176 161 150 140 125 103 90 42 95 75 69 63 59 53 43 - 141 127 118 109 102 82 67 58 137 124 113 105 98 77 63 55 158 141 129 120 113 101 73 63 196 176 161 150 140 127 103 79 48 84 75 69 63 59 53 - - 143 128 118 109 91 82 67 58 138 121. 113 93 87 77 63 55 158 143 130 120 113 89 73 63 196 176 161 150 142 127 92 79 54 84 75 69 63 59 - - - 143 128 104 97 91 82 67 58 138 124 100 93 87 77 63 55 159 143 130 107 100 89 73 63 196 176 163 151 142 127 92 79 60 84 75 69 63 - - - - 1 114 104 97 91 82 67 - 138 110 100 93 87 77 63 - 159 143 115 107 100 89 73 63 196 178 163 151 142 112 92 79 66 84 75 69 - - - - - 127 114 104 97 91 82 67 - 122 110 100 93 87 77 - - 159 126 115 107 100 89 73 - 198 178 163 151 125 112 92 79 74 84 75 - - - - - - 127 114 104 97 91 82 - - 122 110 100 93 87 77 - - 141 126 115 107 100 89 - - 198 178 145 134 125 112 92 79 110 0 36 90 81 65 '60 57 51 .41 - 135 121 111 104 98 88 64 55 131 117 108 100 93 83 60 52 150 134 123 114 107 96 69 60 187 168 154 143 134 119 99 85 42 90 72 65 60 57 51 - - 135 123 112 104 98 78 64 55 131 118 108 100 83 74 60. 52 150 131. 124 115 107 96 69 60 187 168 154 11.3 134 121 99 76 48 80 72 6.5 60 57 51 - - 136 123 112 93 87 78 64 55 132 118 95 88 83 71. 60 52 150 136 124 115 95 85 69 60 187 168 154 11.4 135 121 87 76 54 80 72 65 60 57 - - - 136 123 100 93 87 78 64 55 ' 132 101. 95 88 83 74 60 - 152 136 124 102 95 85 69 60 187 168 156 144 135 107 87 76 ' 60 80 72 65 60 - - - - 136 109 100 93 87 78 64 - 117 104 95 88 83 74 60 - 152 136 110 102 ' 95 85 69 60 187 170 156 11.4 119 107 87 76 66 80 72 - - - - - - 121 109 100 93 87 78 - - 117 104 95 88 83 74 - - 152 120 110 102 95 85 69 - 189 170 156 128 119 107 87 76 70 80 72 - - - - - - 121 109 100 93 87 78 - - 117 101. 95 88 83 7 - - 131. 120 110 102 95 85 - - 189 170 138 128 119 107 ' 87 76 SUOISlA04 d•ucrlptl•n COUNTY COMMENTS J COUNTY COMMENTS NEW GENERAL NOTE Na. PAGE 0. SCHEDULE G' TABLES ON PAGES 1, 0,10 t 11 (aLOZIOZOOZZO * [r BINH long /01 Lazo LO/LORI i 10/1Z /OII ZO /LO /Z BOISI /10 ea© ms darn 06/21/01 scale AS NOTED [drawn by l MC design by 1(tbethed by� VJK R . VJKJ drawing no. 02-601 NOTE: INTERPOL ATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS & ANCHORS, SEE SCHEDULE E. J +<: roved 'cis complying with the t a 4 1) :21 . c 7 [S d� d,:..nsj Miami I'adr ° .Inct Cnmirol Division i31- V z z Z F - W - 1/1 1.11 1 Q o - o 0• N toae <. z V � w t J N = WV1 Z Z . u In ▪ 2 .0, u • 2 Q Q 0 E • c. i27§ • N CO • CD MI N NN 2 • W • °: 4 J ULO 4 J - o J - X . 4 4 ‹ G L u 0 in a 0 • Ag l7 N D eg • n p KNEEt A7 NoYIPB G RTC 2002 KNEZEVICH HEADER LENGTH OR SHUTTER WIDTH SCHEDULE ',J DESIGN -SLATISPAN LOAD (P.S.F.) HEADER TYPE AND MAXIMUM LENGTH (INCHES) USED ® 2' x 3' STANDARD 11 2' x 3' HEAVY 07 2" x 5' 09 2' x 6' 10' 2' x 8' (IN.) 48 STORM 60 72 BAR 84 HEIGHT 96 (IN. 120 180 240 48 STORM 60 72 3� HEIGHT 96 (IN.) 120 180 240 48 . 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 . 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 30 87 77 71 65 54 48 40 34 129 116 107 99 93 84 69 53 125 112 102 91. 89 80 58 50 144 129 117 109 102 91 75 58 179 161 148 137 128 114 93 82 36 87 77 63 58 54 1.8 40 - 129 116 108 100 94 84 61 53 125 112 103 96 89 71 58 50 144 129 117 109 103 92 66 58 179 161 148 137 128 114 94 82 42 77 69 63 58 - - 129 118 108 100 83 75 61 53 125 113 103 96 79 71 58 • 144 129 119 110 103 81 66 179 161 11.8 137 128 116 84 72 120.0 48 77 69 63 58 - - 131 118 96 89 83 75 61 53 126 113 91 • 84 79 71 58 • 145 130 119 110 91 81 66 179 161 148 138 129 116 84 72 54 77 69 63 58 - - 131 104 96 89 83 75 61 - 126 100 91 84 79 71 58 145 130 105 97 91 81 66 179 163 149 138 129 102 84 72 60 77 69 63 - - - 116 104 96 89 83 75 61 - 112 100 91 84 79 71 145 115 105 97 91 81 66 181 163 149 138 111. 102 84 72 66 77 69 - - - - 116 101. 96 89 83 75 - 112 100 91 84 79 71 - 129 115 105 97 91 81 66 - 181 163 149 122 114 102 84 72 24 82 74 68 63 38 33 125 112 102 95 89 80 66 120 107 98 91 85 76 54 138 121. 113 104 98 87 72 63 173 155 142 131 123 110 90 78 30 83 74 68 56 38 33 125 112 102 95 89 81 59 120 107 98 91 86 77 48 138 124 113 104 98 88 72 55 173 155 142 131 123 110 91 79 130,0 36 83 66 60 56 38 - 125 112 104 96 90 72 59 120 107 99 86 68 48 138 124 113 106 99 88 61. 55 173 155 11.2 131 123 110 91 70 70 42 74 66 60 56 47 - - 126 113 104 96 80 72 59 121 109 99 76 68 55 48 138 125 - 114 99 78 64 55 173 155 142 131 124 111 80 48 74 66 60 56 - - 126 113 92 85 80 72 59 121 109 88 81 76 68 55 48 140 125 114 87 78 64 55 173 155 144 133 124 111 80 70 54 74 66 60 56 - - 126 100 92 85 80 72 59 107 96 88 81 76 68 140 125 101 93 87 78 64 55 173 157 144 133 124 98 80 70 61 74 66 - - - - 112 100 92 85 80 72 - 107 96 88 81 76 68 140 111 101 93 87 78 64 - 174 157 144 118 110 98 80 70 140.0 18 79 71 65 60 41 32 120. 108 99 92 86 77 63 116 103 94 87 82 73 . i 133 119 109 101 94 84 69 60 167 150 137 127 118 106 86 75 24 79 72 65 65 61 54 50 45 37 37 32 32 120 120 108 108 99 99 92 92 86 87 77 78 61. 57 55 49 116 116 103 103 94 94 87 88 82 83 73 74 . 53 133 133 119 119 109 109 101 101 94 94 84 8 70 70 60 53 167 167 150 150 137 137 127 127 118 118 106 106 86 87 75 76 30 80 72 36 80 63 58 54. 50 45 37 - 120 108 100 93 87 69 57 49 116 105 96 88 83 65 53 133 119 109 102 95 85 62 53 167 150 137 127 118 107 87 .67 42 71 63 58 54 50 45 - - 122 109 100 82 77 69 57 49 117 105 96 78 73 65 53 133 120 110 102 95 75 62 53 167 150 137 127 120 107 77 67 48 71 63 58 54 50 - - - 122 109 89 82 77 69 57 49 117 93 84 78 73 65 53 135 120 110 90 84 75 62 53 167 150 138 128 120 95 77 67 58 71 63 - - - - - - 108 97 89 82 77 69 - - 103 93 84 78 73 65 - 135 107 97 90 84 75 62 - 168 151 138 113 106 95 77 67 150 0 18 77 69 63 58 54 49 40 31 116 104 96 89 83 75 61 54 112 100 91 84 79 71 58 51 129 115 105 97 91 81 66 58 161 145 132 122 114 102 84 72 24 77 69 63 59 55 43 35 31 116 101. 96 89 83 75 62 47 112 100 91 84 79 71 58 45 129 115 105 97 91 81 67 58 161 145 132 122 114 102 84 72 30 77 69 63 52 48 43 35 31 116 104 96 90 84 76 55 47 112 100 91 85 80 71 52 45 129 115 105 97 91 82 59 51 161 145 132 122 111. 102 84 73 36 77 61 56 52 48 43 - - 116 106 97 90 84 67 55 47 112 101 92 85 71 63 52 45 129 115 106 98 92 82 59 51 161 145 132 122 114 103 84 65 42 69 61 56 52 48 43 - - 118 106 '97 80 75 67 55 47 113 101 82 76 71 63 52 45 129 116 106 98 81 73 59 51 161 145 132 124 116 103 75 65 48 69 61 56 52 1.5 - - - 118 91. 86 80 75 67 55 - 113 89 82 76 71 63 52 - 130 116 94 87 81 73 59 51 161 145 134 124 116 92 75 65 56 69 61 - - - - - - 104 94 86 80 75 67 - - 100 89 82 76 71 63 - - 130 103 94 87 81 73 59 - 163 146 134 109 102 92 75 65 160 0 18 74 66 61 56 53 47 39 30 113 101 93 86 81 72 59 52 108 97 88 82 77 68 56 49 125 111 __102_ __91 B8 _ . 79_ _64_ -5.6_ - __156_ _.14.0.- _128._ 18- 111 99.. -81 70 24 74 67 61 57 53 42 34 30 113 101 93 86 81 72 60 46 108 97 88 82 77 69 57 43 125 111 102 94 88 79 65 56 156 140 128 118 111 99 81 71 30 75 67 54 SO 47 42 34 - 113 101 93 87 82 73 53 46 108 97 89 83 77 69 50 43 125 111 102 94 89 80 58 50 156 140 128 118 111 99 82 71 36 66 59 54 50 47 42 - - 113 102 91. 87 82 65 53 46 108 98 89 83 68 61 50 43 125 111 103 95 89 70 58 50 156 140 128 118 111 100 • 82 63 42 66 59 54 50 1.7 - - - 114 102 83 77 72 65 53 46 109 98 79 73 68 61 50 43 126 113 103 95 79 70 58 50 156 140 128 120 112 100 72 63 48 66 59 54 50 - - - - 114 91 83 77 72 65 53 - 109 87 79 73 68 61 50 - 126 113 91 84 79 70 58 50 156 142 129 120 112 89 72 63 53 66 59 54 - - - - - 101 91 83 77 72 65 - - 97 87 79 73 68 61 - - 126 100 91 84 79 70 58 - 158 142 129 106 99 89 72 63 170 0 18 72 64 59 54 51 46 33 29 110 98 90 81.. 78 70 57 50 105 94 86 79 74 66 51. 47 121 108 99 91 85 76 62 54 152 136 124 115 107 96 78 68 24 73 65 59 55 51 41 33 29 110 98 90 84 78 71 58 45 105 94 86 79 74 67 55 42 121 108 99 91 85 . 76 63 55 152 136 124 115 107 96 78 69 30 73 65 53 49 46 41 33 - 110 98 90 84 79 71 51 1.5 105 91. 87 80 75 59 48 42 121 108 99 91 86 • 77 • 56 48 152 136 124 115 107 96 79 69 36 64 58 53 49 46 41 - - 110 99 91 81. 70 63 51 45 106 95 87 71 66 59 48 42 121 108 )00 92 86 68 56 48 152 136 121. 115 109 97 70 61 42 64 58 53 49 46 - - - 111 99 81 75 70 63 51 45 106 84 77 71 66 59 48 - 122 109 100 82 76 68 56 1.8 152 136 125 116 109 97 70 61 48 64 58 53 49 - - - - 111 88 81 75 70 63 51 - 94 84 77 71 66 59 48 - 122 109 88 82 76 68 56 48 152 137 125 116 109 86 70 61 50 61. 58 53 - - - - - 98 88 81 75 70 63 51 - 94 84 77 71 66 59 - - 122 97 88 82 76 68 56 - 152 137 125 116 96 86 70 61 180 0 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 56 1.9 102 91 83 77 72 65 53 46 117 105 96 89 83 74 61 53 148 132 121 112 104 93 76 66 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 56 49 102 91 83 77 72 65 53 46 117 105 96 89 83 71. 61 53 148 132 121 112 104 93 76 66 18 70 63 57 53 50 1.5 32 28 107 96 88 81 76 68 56 49 102 91 83 77 72 65 53 46 117 105 96 89 83 74 61 53 148 132 121 112 104 93 76 66 24 71 63 58 53 44 40 32 28 107 96 88 81 76 69 56 43 102 91 83 77 72 65 47 41 117 105 96 89 83 71. 61 47 148 132 121 112 104 93 76 67' 30 71 63 51 47 44 40 32 - 107 96 89 82 77 69 50 43 102 91 84 78 73 58 47 41 117 105 96 90 Si. 75 51. 47 148 132 121 112 104 93 77 59 36 63 56 51 47 44 40 - - 108 97 89 82 68 61 50 43 103 92 84 69 65 58 47 41 117 106 97 90 81. 66 54 47 148 132 121 112 106 94 68 59 47 63 56 51 47 - - - - 108 86 79 73 68 61 50 - 91 82 75 69 65 58 47 - 119 94 86 79 74 66 54 - 148 134 122 113 93 84 68 59 200 0 18 66 59 54 51 47 42 31 27 101 91 83 77 72 65 54 4.6 97 87 79 73 68 61 51 44 111 100 91 81. 79 70 58 50 140 125 114 106 99 89 72 63 18 66 59 54 51 47 42 31 27 101 91 83 77 72 65 54 4.6 97 87 79 73 68 61 51 44 111 100 91 84 79 70 58 50 140 125 114 106 99 89 72 63 18 66 59 54 51 47 42 31 27 101 91 83 77 72 65 54 46 97 87 79 73 68 61 51 44 111 100 91 84 79 70 58 50 140 125 114 106 99 89 72 63 24 67 60 55 51 42 38 31 27 101 91 83 77 72 66 47 41 97 87 79 73 69 62 45 39 111 100 91 81. 79 71 58 45 140 125 114 106 99 89 72 63 30 67 53 48 45 42 38 31 - 101 91 84 78 73 58 1.7 41 97 88 80 74 69 55 45 39 111 100 91 85 80 71 51 45 140 125 114 106 99 90 73 56 36 59 53 48 45 42 38 - - 102 92 84 69 65 58 47 41 98 88 71 65 61 55 45 39 111 101 92 85 70 63 51 45 140 '125 114 107 100 90 65 56 42 59 53 48 45 - - - - 102 82 75 69 65 58 1.7 - 98 77 71 65 61 55 45 - 113 101 81 75 70 63 51 45 140 127 116 107 100 79 65 56 220 0 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 44 92 83 75 70 65 58 48 42 106 95 87 80 75 67 55 48 134 119 109 101 94 84 69 60 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 41. 92 83 75 70 65 58 48 42 106 95 87 80 75 67 55 48 134 119 109 101 94 84 69 60 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 61. 92 83 75 70 65 58 48 42 106 95 87 80 75 67 55 48 134 119 109 101 91. 84 69 60 24 57 E 43 40 36 29 25 97 87 79 74 70 63 45 39 92 83 75 71 59 43 37 106 95 87 80 75 68 55 42 131. 119 109 101 94 84 70 60 30 36 . 57 51 51 46 43 43 40 40 36 - - - 97 98 88 88 80 71 75 66 70 62 55 55 45 45 39 39 92 93 83 83 76 67 71 62 58 52 52 43 43 37 37 106 107 95 96 88 88 81 72 76 67 68 60 49 42 134 119 109 101 94 85 70 53 49 42 131. 119 109 102 96 85 62 53 38 57 51 46 43 40 - - - 98 88 71 66 62 55 45 39 93 74 67 62 58 52 43 - 107 96 88 72 67 60 49 42 131. 119 110 102 96 76 62 53 NOTE: INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS Be ANCHORS, SEE SCHEDULE E. An as cnmptting with the Florid 3�,' iin rd 1Tztc NOM Miami Dade n "-mit ci Control • w z Z H W _ F . W u 1- - O 6 0 vl ae Q W z = 2 V > - z him w VI Z z u m • O T � a 6 g • r • 0 oo I „ � g S ry 1 Z'^ z s Pi U0 2J G O DX X Q Q u I- Q u 0 W N z 0 0 YJ. K [date 06/21/01 scale AS NOTED design by VJK droving no. 02 -601 O 6 O O 0 0 0 co [ drawn by 1 MC (checked by rocked FASTENER SIDE RAIL (GUIDE) ANCHOR SCHEDULE SPANS • MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS .& EXISTING STRUCTURE ANCHOR HEAD BE HEAD, PAN 0.425 TYPE NOTE: UP TO (SEE NO 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE LOAD (W) P.S.F. MAX. SPANS UP TO 4' -1' (SEE NOTE 1) SPANS UP T' 6' -2" (SEE NOTE 1) SPANS UP Ts. 8' -11" (SEE NOTE 1) SPANS UP TO 4' -1" (SEE NOTE 1) SPANS UP TO 6' -2" (SEE NOTE 1) SPANS UP TO 8' -11" (SEE NOTE 1) STYLE MAY PHILLIPS, FLAT HEX HEAD OR HEAD (HEAD "0 MIN.) (SEE NOTE 1) CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 12 -, c 1_7_4 1/4 1 - 3/4" (MIN. mu mmra> 48.0 12 12 12 11 12 9 8 12 6 12 12 12 12 12 12 9 12. 8 3 4 12 12 11 8 12 7 6 10 5 12 12 12 10 12 9 9 11 6 "m ITW BUILDEX 72.0 11 12 10 7 12 6 5 10 5 12 12 12 8 12 8 6 11 6 TAP WITH MIN. N. E MBEDMENT EMBEDMENT 92.0 9 12 8 5 10 5 4. 10 5 10 12 9 6 11 6 4 11 6 3,000 P.S.I. CONCRETE) 220.0 3 10 5 2 10 5 f 10 5 4 11 6 % 11 6 � 11 6 ONCRETE I*1111111111111111 1 - 3/4" (MIN. N111101:-- 48.0 12 12 12 10 12 10 7 12 7 12 12 12 12 12 12 9 12 8 62.0 12 12 12 8 12 8 5 9 5 12 12 12 10 12 10 7 11 7 1/4 ~0 ELCO TAP WITH MIN. N. E MBEDMENT EMBEDMENT 3,320 P.S.I. CONCRETE) 7 2.0 11 12 10 7 12 6 5 9 5 12 12 12 9 12 8 6 11 7 92.0 8 12 8 5 9 5 4 9 5 10 12 10 7 11 7 4 11 7 220.0 3 9 5 2 9 5 1 9 5 4 11 7 %// 11 7` 11 7 48 .0 12 12 8 12 12 5 10 9 3 12 12 8 12 12 5 12 9 3 EbMIZI 1/4 ~0 ELCO CRETE FLEX WI 1E EM BEDMEDME NT T EMBEDMENT (MIN. 3,350 P.5.1. CONCRETE) 62.0 12 12 6 11 12 4 7 4 3 12 12 6 12 12 4 9 4 3 72'0 12 12 5 9 8 3 6 4 3 12 12 5 11 8 3 8 4 3 92 0 12 12 4 7 4 3 5 4 3 12 12 4 9 4 3 6 4 3 220.0 4 4 3 3 4 3/ 4 3 5 4 3 3 4 3 j 4 3 48.0 8 12 12 5 12 12 3 • 12 9 8 12 12 5 12 12 3 12 11 1/4 "0 SCREW (MIN. ASHLEY QUICK WITH 1 - 1/4~ MIN. EMBEDMENT 3,000 P.S.I. CONCRETE) 62.0 6 12 12 4 12 10 12 7 6 12 12 4 12 12 % 12 9 72.0 5 12 12 3 12 9 12 7 5 12 12 3 12 11 7 12 9 92.0 4 12 11 V 12 7 A 12 7 4 12 12 j� 12 9 ��12 9 220.0 / 12 7 / 12 7 12 // 12 9 // 12 9 / 12 9 HOLLOW CONCRETE BLOCK 1/4 "0 ITW BUILDEX TAP WITH 1 - 1/4" MINN. . E MBEDMENT E 48.0 10 12 6 6 12 3 4 6 11 12 7 7 12 4 5 7 3 62.0 7 12 4 5 10 3 3 3 A 8 12 5 5 12 3 4 3 /- 72.0 6 12 4 4 5 7 12 4 4 6 3 3 3 92.0 5 11 3 3 3 V 6 12 3 3 3 7 j 3 220.0 P 3 OM , 3 /f 3 / 3 ...1 �1ii1111111110n1111Mi'-- 1/4 "0 ELCO TAPN. EMBEDMENT WITH 1 -1/4" MIN. EMBEDMENT 4 8.0 11 12 8 7 12 8 12 12 10 9 12 6 6 10 4 62.0 8 12 6 5 12 4 11 12 7 7 12 5 4 5 3 72.0 7 12 5 4 7 4 9 12 6 6 9 4 4. 5, 3 92.0 5 12 4 3 4 A . 4 a 7 12 5 4. 5 3 3 5 3 220.0 / 4/� 4� , 4 I 3 5 3 / 5 3 / 5 3. 48.0 12 12 8 8 12 5 9 12 12 8 8 12 5 5 9 3 62.0 9 12 6 6 12 4 4 10 12 6 6 12 4 4 4 3 1/4 "0 ELCO CRETE FLEX WITH 1 EMBEDMENT MENT 72'0 8 12 5 5 8 3 4 8 12 5 5 8 3 3 4 3 92 0 6 12 4 4 1. 3 4 6 12 4 4 4 3 3 4 3 220.0 /� 4 3 0 4 3 4 j 4 3 4 3 0 4 1/4 "m SCREW 48.0 8 12 12 5 12 8 12 8 12 12 5 12 8 3 12 5 0 62.0 6 12 9 4 12 6 7 6 12 9 4 12 6 j 7 4 ASHLEY OUICK - SET WITH 1 - 1/4" MIN. EMBEDMENT 72'0 5 12 8 3 12 5 7 5 12 8 3 12 S 7 4 92.0 4 12 6 V 7 4 / 7 4 12 6 / 7 4 7 4 220.0 7 4/ 7 4 r" 7 4 � 7 4 / 7 4 / 7 4 SIDE RAIL (GUIDE) ANCHOR SCHEDULE FASTENER MAX SPACING (IN.) REQ`D FOR VARIOUS DESIGN LOADS & SPANS EXISTING STRUCTURE ANCHOR TYPE NOTE: LOAD P.S. F• MAX. (S TE E 1) MIN. 3/4' EDGE DISTANCE SPANS UP TOSPANS (SEE NOTE 1) UP TO (SEE NO 1) SPANS UP TO (SEE NOTE 1) HEAD STYLE MAY BE PH , ILLIPS HEX , FLAT HEAD HEAD PAN HEAD (HEAD = 0.425"0) MIN.) CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 aOOM 48.0 12 12 11 11 12 7 8 12 4 62.0 12 12 8 9 12 5 6 10 3 1/4 "0 x MIN. 2 - 1/2" LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72.0 11 12 7 7 12 4 5 10 3 92.0 9 12 5 6 10 3 4 10 3 220.0 4 10 3 / // i 10 3 10 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR ETERMINING ANCHOR SPACING ONLY. ALLOWABLE ROLL -UP SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN SCHEDULE B -1, SHEET 4. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SLAT SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE.EXISTING STRUCTURE 15 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 1S ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Approved as emptying with the F'1o,9 • ", fi 200 Date s e 2002 rki sA # Miami Dade uct Control Division (3v drawing no, 02 -601 2 3/0' 1'I rn r) 090 flAr BAR �— ` 0 P2 2' ID VARIOUS DECREE CORNER PAN .030 MIN. CORNER PAN .070 JIN. a' O 7/0' 1 3/32' 3 7/32' J. \ 11 2 1/4' 3 1/32' -/A-. Si 6 r) 100 r w .7/10' 100 l 29/32'4 T1 ® L/OUNTINO HOLES 12 1/2' 0.C. CROSS SECTIONS 2 3/0' N VARIOUS TYPES OF F- TRACK NOT SHOWN • 7/8'1 3/32' 0 1 1/2' 3 7/32' 1, 3/32' 3 7/32' 1 3/32' 7/8' X co SPECIAL NET PANEL SECTION T. ,l 4" vAR1ES BLOCKING STUD MAY BE 1NTALLED PI REVERS( DIRECTION TYPICAL VARIES 3' HAX 1/3" N .060 MK L2H 1 8 min!. 2' i-t L rI1� 11 L3H 1 /8" MIN. 2 1/4' 19 L3H 4 118" MIN. 2' A.U. STDOS 3/8' (;T /'. ) r'cu APPL,CATKI NS , ANGLES 517)0000 IN ,! X y/CLUOC STUDDED 71 SHORTER LEO ONLY 1/4 -20, X J/4 18 -8 STaNLESS STEEL KNURLED STUDS 12 1/2r 0.0. RLTTR lO AFP'JCt1IO S ON SIMS 2 d: 3 ANCJIOR MOUNTING NdfsS LOCATED ON EITHER HORIZONTAL 0!t 1 ERTICAL LEG, 10 OANDO STUDDED ANGLE DETAIL i/8" x 1 1/2" FLAT STUDDED STRAP ti41Y BE USED IN PLACE OF ANGLE COIv1PLIES WITH: S.F.0.C. 1994 EDITION FOR 040C COUNTY. SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOUD TESTING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REOUIREM£NT CALCULATIONS MUST BE PERFORMED PER AS'CE .7 -88 %nNIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM 1XTRUS1ONS TO BE ALLOY 6063 -T6 OR EOUAL STORM PANELS SHALL BE .050 5052 H -32 ALUMINUM OR EO{/AL SMOOTH OR DABOSSED Ya77-1 A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MAY or INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS AUY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOHING OR EOL14L WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4 OK RAWL LOK /BOLT ANCHOR ( SLEEVED ORNE ANCHOR ) MIN. TENSILE 1190 - M11/. SHEAR 1520 - 1 1 /8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - M/N SHEAR 1270 - 1 1 /8" AI111. EMBED. IN MASONRY 1/4 -20 RAWL CALK - /N ANCHOR ( MACHINE SCREW ANCHOR ) 'WITH 1/4 -20 BOLTS MIN. TENSILE 11370 - JAIN. SHEAR 1 730 - 7/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 880 - /11 /1 SHEAR 7340 - 7/8" MIN. EMBED. IN MASONRY 1/4 PER /.44 -SEAL TAPPER BY RAWL ( /.KSONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - 1A//l. SHEAR 1980 - 1 1 /2' //EN. EMBED. IN CONCRETE M/ll- TENSILE 880 _ MIN SHEAR 1270 - 1 1/4' 1d1N. EMBED. IN MASONRY 1/4" Z4. AC 1LALIN BY RAWL ( ZAMAC HAMMER DRIVES ) MIN. TENSILE 960 - MIN. SHEAR 1400 - 1 .5/61r MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - IAIN. SHEAR 1320 - 1 1/4" /,l/N, EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4' S7££L LACS OR URGER WITH 1' I /1N. THREAD PENE7i .4T70N, 1/4 -20 BRASS Y/OOD BUSHINGS OR 1/4" £L CO PANEL MATES S47TH 1 7/8' Alit/. THREAD PENETRAT70N. REFER TO SHEETS 5.6 d: 7 Or 7 FOR ANCHOR SPACING AND MINIMUM EIABEDMENTS IT SHALL BE THE R£SPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO KTTHSTNIO THE AODIflOUAL LGAVS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL 01? STAMP SHOWING METALTECH, INC. HIALWI. FL ".040E COUNTY PRODUCT CONTROL APPROVED WARNING TO OWNER OR TENANT LOCATED IN EACH H&DR OR ONE PANEL OF EACH OPENING. STATD,I'f • " STORM PANELS WILL NOT 0177 HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEW REOUR£D PERMANENT FASTENER COMPONENTS EMBEDDED !ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, .NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAM/NAT70N AND DAMAGE AT ALL nut. q/ fig k ili 1V.�� l ; ii fll`(.;I%1: 0/-071g 00 .�' r•:-: 067`. 2 Z 2006 �''I'RocED AS COMPLYING 1'I1T11 THE • •.... ?. < Sout!I FLC IDA BUILDING CODE DSTE •. 7A`1 i a1GIit0ETIn riC ROBERT S. MONSOUR, PE EB- 0006024 PRODUCT REVISED Buid n od wlt6 the Florida S Cods Acceptance No O " 1 11. o Expiration ► , o �. • ' qG 17 1.0 PC' C TROL DIVISION S OE COSIPLInKCE 41fICE R ACCZ/ t 1..0 ::C.. 7 Q OU .• . CO .050 Lu a 1t1.vmtotr; 09/11/911 01/10/98 SHOW 93001 weal 1 IIY SP J SEP /JRg/UV NOTE*• E D, NOTE:*. • E. D. £.0. DETAIL SCE ANCHOR SCHEDULE CONNECTION TYPE "D" • • .NOTE:* • SCE ANCHOR SCHEDULE CONNECTION TYPE "8" .500 OBSTRUCTION DETAIL 5 .500 DETAIL 9 FLOOR PLUG ANO 'actiNE. SCR(W ANCHOR 12' 0.C. TULL STORM PANEL CM.) HE. AO£R or SILL SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED MOTHS. PANELS MAY BE ADDED 10 $T1H .4 MAXIMUM ADD -ON OF J FASTENED TO PANEL BY THE USE OF /64 POP RNETS J / 16 TUBULAR RIVETS OR 10 -24 RU BOLTS 16' O.C. O CORNER PAN MOLE MAY VARY 000 8 HEADER or SILL SEC ANCHOR SCHEDULE CONNECTION TYPE "B" /r R 19 RO FIANCE MAY BE REVERSED �1/4 -20 THRU BOLT LOCK NUT 12' o.C. OR OTHER HEADER or SILL RCITR TO THAT APPUCAT7o? TOR PROPER CONNECTION TYPE O CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH /64 RNETS OR /8 T<CX SCREWS 12 Q.C. RETURN PAN. ANGLE, WE OR 1+000 1ULIST BC USED ON ALL BUILD OUT COHOmG'1S TO CLOSE VT (J+Os RETURN PAN VARIOUS SUES 1/8 X 1 1/2 FLAT 84R / S7L1. STUDDED MTH WINGMJIS PLAN VIEWS DETAIL 12 A. B. C t D SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C - HEADER :;;L' L DETAIL 2 . 0 ,1 E D f NOTE* SCOTT@ MOUNTING HOLE L.4Y BC USCO t4 CEMER . .III Or PAYLL T7P. FOR ALL SPECIAL PAN APP..C4TICKS. 1 LAN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 %.O ° r O HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 11 HVOER or SILL LAY BE INSTALLED IN REVERSE DIRECTION ORO co mnuo&s BLOCKING 3 / ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT •V/ LOCK NUT 6 0.:. USED AS HEADER OR 5111 /�� HEAD S ILL `"'JCR Q LAY BE I r15 TALLED 111 REVERSE DIRECTION AS 1?! DETAIL 6 MAXIMUM PAWL FEGHT 95".* •. - DETAIL 10 h£400? ON TO° SIl ON BOTTOL1 1/4 -20 r 3/4 A0AA1LED STUDS MAH WASNtRED 3 V? MJTS (77P.) 9�P IhSJDE CLOSER PAN_ Assam r 1/. -27 KU arm 100040 r1 QDSFR PAN NANci.E r-d" lq>fr sOI7C1 • ONE (AO1 So[ lRODLICT REVISED as cam plybn with the Florida Balding Code Acceptance No i 2 2.0 Expiration CONTINUOUS BLOCII:G 1 6 O R 9 J /16 ANGLE M BOLTED TOGETHER :MTiH DiVL4fo0 1/4 -20 THRU 8OL7 i7/ LOCK NUT 6' 0.0 USED AS HEADER OR S1L1 CONTINUOUS BLOCKING R 19 3/16 ANGLE 7 5/8' AX. 1/4 -20 MASHJNE SCREW ANCHOR WITH S!DEWALX BOLT �- - OR 1/4" MASONRY SCREW f O.C. 7t5 PSF MAXIMUM •EO • • J (CO.- • " MIN. • EDGE DISTANCE . POURED CONCRETE ONLY OP7 014AAL LtSC OT 1 /e' ANGLE FOR PURPOSE OF fXTENOtr0 WALL FLOOR PLUG ANC WCI(NE SCREW ANCHOR 12' 0.0. MAXIMUM GAP BETWEEN 577?01 / PM'£L AND D.L.O. &L LL NOT EXCEED 1/4' AS VIEWED FROM FRONT HEW PANEL NOTCHED AT BOTTOL TO PASS OAR STUD AND kWG•.JT t1 SQL (EACH SIDE) • EO f0 1 ' 1d1N. • - '.'. r NaiiE� HEADER or 5711 s£E ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 O HEADER o® SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" to CO £O CONTINUOUS %COO BLOCKING VARIOUS SIZES DETAIL 7 9 1/4271 [JV NO TE: * OR OTHER HEADER or 5111 REFER To THAT APPUCATION FGR PROPER CONNCC770.•1 TYPE \E.D. .. -- 44•4:0'w r.T CA: `STORU PAttEL 2 2/4' Aux. NOTE* MAXP?LM PIP/ .CT STORM PANEL i HORIZONTAL INSTA €CATI • ELEVATION 0 MAT BE Lo1JNTE0 1.ERnc4LLr OR H07.20YTALLr DETAIL 11 SEE ANCHOR SCHEDULE CONNECTION TYPE "EI" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D•' R 19 co irwuOUS BLOCKING BOLTED TOGETHER t+1TH 1/4 -20 THRU BOLT 'W/ LOCK NUT 12' 0.0. R O CONTINUOUS BLOCKING 1/4 -70 r 3/4 KNURLED S71/05 MIN WASHERED mt1C NUTS 12 1/2' 0.0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSI..L INTO W000. CONCRETE. MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE 119TH 0.55 SPECIFIC GRAVITY • AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE MYATT Ii.V A} g=4 •..'J;-RG s•sv ` O11t 11314..' . Vroini 1. ti ROBERT MONSOUFY''PE' EB- 0006024 :R: s mITWE zhic. tic V£RTIGAL INSTALLATION ELEVATION COMPLYING WITH BUILDING CODE p l -01 to f •1✓ L s C1.o� ly -f 1..•..... .:s _�w_'f*.:y�'+t _ Cf PRODUCE CON:.." DIP.5.04 '•�Ji�U(10iI1G CCD( CGMPL:ANCE Cf TICE alF1 oomiACCEP TANI;F: NO. 0 ,3*= Q322$2 D�f nL111SI0n1i 09111190 [1Y Sf' i U o rs V 2 cX lh r w (i) a4 re w (r _ m 41 50' / .IRO RSIJ 01% 0 /9e SIIONN 741002 .ut 2 7 1 /4 - ?o FLOOR PLUG 'WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR 'MASONRY • CONNECTION TYPE '9' 4 E :D. • REFER TO DEFECTION CHART - MIN. CLASS Na M.It CILR STORM PANEL CONNECTION 1/4 -20 FLOO PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD NOTE* E D • • —J /4" MIN. 1 1/4' 14.4X. SCE ANCHOR SCHEDULE CONNECTION TYPE "13" DETAIL 15 SERVE THRU WINDOW STORM PANEL DETAIL 19 HEADER or SILL NOTE: TIIE METAL TECH STORM PANEL th4Y BE INSTALLED WITHOUT THE USE OF AN E:CTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NO TE* 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOU WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM W000 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12 0.C. SEE ANCHOR SCHEDULE CONNECTION TYPE '•C" (-1-r- SILL DETAIL 16 X a NOTE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD .WITH WASIIERED WJNCtrur N "• HEADER OR SILL P :" : WOOD, CONCRETE OR MASONRY E. D• ' • • CONNECTION TYPE "A" . 1 1/4 - PANEL MATE WITH MACHINE SCREW HEAD W1T7•I 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD. CONCRETE OR MASONRY 10 or®HEADER or SILL 9AOTE* REFER TO DEFECTION CHART GL.lSS STORM PANEL CONE TION TYPE "A' NoTE* SCREWED OR BOLTED TOGETHER mix 1/4 -20 THRU BOLT W/ LOCK NUT 12" 0.C. CONTWUOUS BLOCKING R 19 1/4" ANGLE DETAIL 20 ADJUSTABLE HEADER OR SILL SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" DETAIL 17 59.5 PSF MAXRLUM.1 PANEL HEIGHT 109" MAXIMUM O a HEADER or SILL 1/4 -20 AV..SHINE SCREW ANCHOR WITH SIDEW/ALX BOLT OR 1/4" MASONRY SCREW 4 - 0.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY PANEL SECURED WITH WASHER ED 147NGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE: * v ROBERT 9. }.ONSOUR. PE EB- 0006024 c47:T Clawit n / / -.- E .I } f l cx Y _ I cit., V.o* COttNMCTIOM TYPE "A" 0 PE. STUCCO I N 517\1- L AT1 ON HEADER 0 SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "C' AMr3rfJ1 rtiPiR That X1'11? (7Gf z2 ZCO DETAIL 18 NOTE* — r- CON-ECM/4 TYPE "A c====ts b. co. DETAIL 14 cuss .'/HEN ANCHORING TO WOOD. THE WOOD /BUST BE A I.lINIMLJM 2 X 4 EOU4L TO /2 SOUTHERN PINE NTH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE h •i ,(,71181,{?; ' 1.i 'I :r) r•t a,r CONtt'{ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE, MASONRY. APPRO'IED AS COMPLYING WITH THE SOUTH FLOR BUILDING CODE DATE. Ca _ 1931 BY _ /t Lc"/JZ PROCLICI CO IV S ON BUILDING CODE cO1,1P1.1;:Ct ornr. i+CCEPTM Ct ?13.7 p 2.:Pl D_Q trot b r a PRODUCT REVISED as complying with the Florida Bulding Code Acceptance No o Z-451 I t• o g Expiration Dated tiC _ 6 By iaml Dade P Divisim, flCVISI0HI • SIP / ✓Rtl / R5U 21 �n /» S I,O I, N 911007 ant 3 7 DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 9 1.44 80" PANEL HEIGHT o " -6$' i over 69' -96' over 96 - -123" WALL MOUNT 2 5/8 I 3 5/8 4" INSIDE MOUNT 2 5/8" 1 3 5/8" 4 BUILD OUT I 2 5/8" I 3 5/8" 4" PANEL HEIGHT I 0' -107' over 107' -I23' WALL MOUNT I 2 13/16" 3 3/16" INSIDE MOUNT 12 13/16" 3 3/16" BUILD OUT 12 13/16" 3 3/16" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. .050 ALUM 3• 8 FRONT VIEW SIDE VIEW 1/4 -20 STUD WITH WINGNUT 12 I/2 0.C. 123" )MAX. PANEL HEIGHT NO PANEL STRAP IS REOUIREO 1A1I/IIIUI.N DISTANCE COW EN GLASS AND PANEL HORIZONTAL BRACE STRAP DETAIL "E" 3 8 FASTENER MUST BE 111 NORROW PORTION Of KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16 0L4. CIRCLE DETAIL "C" PANNE. bEFLEC77QN t WITHOLIT HQRIZONTI c 3/8" (re S 1/8" X 3/4" FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW 1IAXIMU14 CAP BET/AL PANEL AND HEADER IS 1/4" (T1?.) DETAIL "F" EXPLODED ASSEMBLY RT STRAP DETAIL 1J ON SHEET 3 H DETAIL 13 ON SHEET J WALL MOUNT ANCHORING PANEL TOP ,k @OTTOU Ia0 HOR. OR 51LL ce HORIZONTAL BRACE STRAP — PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY .050 ALUMINUM MAXIMUM IMPACT` STORM PANEL DETAIL 3, 4, le 8 ON SHEET 2 • • • • DT / IL J, 4, le 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP d' 8077011 WITH STUDDED HDR /S111 HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLIC4T101I CLASS +a'I'. ,1.) f :'& �.� -i :;: .TYPICAL SECTION VIEWS P.:PIRATIC NT)r �r,_(�G� n, .. 1 • , 110u_4N14 i.t$1. :0,, I ROL,OlVIP DETAIL 1 ON SHEET 2 DETAIL 15 011 SHEET J y HtADER // 7/ DETAILS 3.4 AND 8 ON SHEE 1 WALL MOUNT N1Ti1 HLYL MND 51LL CUSS --- ROBERT •. MONSOUR, PE EB- 0006024 cans GiCIIIEEITIC, nc 1 123 MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSP//l PANEL DEFLECTION CHART M ( - Yy ✓ iaml Dads Pmdatt Couro! WITH HORIZONTAL STRAP Division 1IINl1,IUhl DISTANCE BETWEEN GLASS ..NO PANEL DETAILS 5.7,9,10 AND 11 01 1 SHEET 2 • • • N • • • .SLL DETAILS 5.7.9.10 AND 11 ON SHEET 2 BUILD OUT 14M1 HG?. AND SILL CLASS —.� PRODUCT REVISED as complying the Florida Balding Aoaptaote No t z:o . of Eipirati n Da teDc4.I...� DETAIL 2 ON SHEET 2 OETAIL 16 ON SHEET J MCAT) ER ••• : SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT 111)7! HOR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH 0. IN DUILDUIG CODE D ;• T E_ • '=, ___c2 1 E 1:: Jcr S o0 DL'.• 0.1IG COO: � COOMPt 4M.( Cf. ACCEPTANCE tiO. ZD_P ZIC ;<7 .1 r ncvi;Iorr, 09/11 /')ll Ire tr r U T N N w 7 sn' /JRn or/in/on sJ WMN 91007 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF P .R.0000 1 COr+CAETE ec.00c PCVREOCONCRETE CONCRETE IA= CU,;CTCU. T 7E 1 CCG.4(CTC1t rrvE CGNECT Ju 7YRE CONPRCTON TYRE ANCHOR TYPE PANEL I E D. A I B I C I D J E A I B I C I D I E 114' RAWL 68" SPAN 3 16 13 11 13 13 _ 16 13 13 13 13 16 13 9 13 • 13 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 16 13 9 13 13 16 13 11 13 13 16 13 7 13 13 16 13 9 13 13 16 13 6 13 13 16 13 7 13 13 T I �' 11 • III • - LOK/DOLT (SLEEVE ANCHOR) 1 1/8'MIN. EMBEDMENT 88' SPAN 3 16 13 8 13 13 16 13 10 13 13 16 13 7 13 13 , 16 13 8 13 13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 • 16 - 9 8 12 13 16 8 6 10 12 : 16 8 7 11 12 15 7 5 9 10 15 7 5 9 11 T 1 114 105" span 3' 16 9 7 12 13 16 9 8 12 13 16 8 6 11 12 16 8 7 11 12 15 7 5 10 11 15 7 5 10 11 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 T 11/4 12T span 3 15 5 6 7 6 • 15 5 7 7 6 14 1 5 5 5 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 1 - 3ik-„iS« t e l . C K +._:•r 144% 44. '1 � 1'd^,-fi3•MYfYI ` t l� -I':�= i - X:> mss? ►; L�� 147: >7Rrr v: Y'1 4 4 r 'F^ ' +7 R trig } R. a•:�. t= ' tr .'�' T 1 v<' 3 16 13 10 13 13 16 13 8 13 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 14 13 6 13 13 16 13 8 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 6B SPAN T 1 � ... 1/4' RAWL (HAMMER 1 318' MIN. EMBEDMENT 1 114' MIN. •-- - - -� 3 16 13 8 13 13 13 10 6 13 13 15 12 6 13 13 12 9 5 12 12 14 11 5 13 13 11 8 4 11 11 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 8 9 • 9 4 4 6 6 ZAMAC NAILIN DRIVE DRIVE) IN CONCRETE EMBEDMENT IN DLOCK BB" SPAN I T 11 1 li I 3 15 7 6 10 11 : 11 5 5 7 8 13 6 5 9 10 10 5 4 7 7 12 6 4 8 9 9 4 4 6 7 13 4 ( 6 5 9 3 4 4 3 11 4 4 5 4 6 3 4 4 3 10 4 4 5 4 7 3 3 4 3 105' span I T . 1 lie 3 13 4 5 6 5 9 3 4 4. 3 1 1 G 4 G 5 8 3 4 4 3 10 4 4 5 4 7 3 3 4 3 I :Ai =N, ---4- - !.i' .( .; :i i -.`, :''::. i T;;' ;V:;49 :�""6:4SFE. 4y: rF �-, t .. r .1s _J_ r '� '•r�ith .� G-.•3�t ��i. 1� n ;%=r $.' rr • 23' span ' 1 ' 7 : , r Y :1 s-• . . t� ] _ = f:•,;::; � "aA '�"�. �� ff r � } p • t �' ilt`t ,O:.OW 1 1/4- VARIOUS r1 l }1111111}► HEAD TYPES }i}111\i\111\1 }llti — W1111}1j1MI11111z 1 3' 16 13 13 13 13 16 13 9 13 _ 13 16 13 12 13 13 . 16 13 7 13 13 16 13 10 13 13 16 13 6 13 13 16 16 13 13 13 16 13 7 13 16 16 16 10 , 13 13 15 13 6 13 15 16 16 & 13 13 14 13 5 14 14 58• SPAN I - T 1114 C:a7uu �- 88' SPAN T 16 13 12 13 13 16 12 7 13 13 16 13 10 13 13 _ 14 11 6 13 13 16 13 8 13 13 • 13 10 5 13 13 16 11 10 13 13 13 6 6 9 10 16 . 10 8 . 13 . 13 12 . 6 _ 5 8 9 16 9 7 12 13 11 5 4 7 8 . 1M111\1\,1\1\1\ (MASONRY SCREWS) 1/4' RAW. PERMA - SEAL TAPPER 1 /4' ELCO PANEL MATES 1 I12 MIN. EMBEDMENT IN CONCRETE 1 114' MIN. EMBEDMENT IN BLOCK T 1 114- 105' span 3 16 11 10 13 13 • 13 6 6 9 10 16 10 8 13 13 . 12 6 5 8 9 16 9 7 12 13 11 5 4 7 8 16 7 8 9 7 11 4 5 5 4 16 6 7 8 6 10 4 4 5 4 16 6 5 7 6 9 3 3 4 3 7 1 1/4 12T span T 16 7 8 9 7 11 4 5 5 4 16 6 7 8 6 . 10 4 4 5 . 4 16 6 6 7 6 • 9 3 3 4 3 i �t}6 55 t"im...Jfit, :J".+i°`y $ �- 14 -11.11 } ...:c ;f? s� c ' n _ • .t= •T H '+. I: T 1 114' , °1 1. 1 41 MIA.tt' is''l4 - ig3. ' 11Ts`>r~?,•r1ti: . f. 68' SPAN T 16 13 13 13 13 : 16 13 9 13 13 16 13 13 13 13 • 16 13 8 13 13 16 13 11 13 13 ° 16 13 6 13 13 16 13 13 13 13 16 13 8 13 13 16 13 11 1 13 13 16 13 6 13 _ 13 16 13 9 13 13 14 13 5 13 13 2S 7 88' SPAN T 16 13 13 13 13 : 16 12 7 13 13 16 13 11 13 13 • 14 11 6 13 13 16 13 8 13 13 . 13 10 5 13 13 16 13 11 13 13 13 6 6 9 10 16 12 9 . 13 13 12 6 5 8 9 16 11 7 13 . 13 11 5 4 7 8 1/4 - 20 x 718' . 1!2" DIA. RAWL CALK - IN (MACHINE SCREW ANCHOR) 718' MIN. EMBEDMENT 2S T 105' span r 16 13 11 13 13 : 13 6 6 9 10 16 12 9 13 13 12 6 5 8 ..... 16 11 7 13 13 : 11 5 4 7 8 16 _8 e _ 11 9 11 . 4 . 5 5 • 4 10 8 10 4 4 5 4 16 : 7 6 9 7 9 3 3 4 3 25' 7 123 span T 16 8 9 11 9 11 4 5 4 5 16 8 7 10 8 10 4 4 5 4 16 7 6 9 7 • 9 • 3 3 4 . 3 !AVM? - 4 .v.. -iii: '3: ' � t2.. i �t ; J 4 `�Li.,, ra•l• �� S?- :,••?'.. q„'�' ' "` --, ' •� "? e ': =^.` ;:0 r..; . ••rr. . c - es?snt�a � . : . S'h �'t Y i . 5 e , , , �! ! .t s , , ,,74 5� - * " r- ZS r "ANCHOR S C H E D U L E • NOTES: SPANS AND LOADS SHOWN IN T1-!ZS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. Miti/ AUd EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED ARL4S REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO YnTN STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM VAY BE INTSALL INTO WOOD. CONCRETE OR Id4SONRY ROBER'P' . ]fONSOUR, PE EB- 0006024 MI; E71G1r1M213G. C1C PRODUCT REVISED as complying with the Florida Balding Code ceptana °6 c 7- 4: 3 11:, E:pfration Ae Da No IL: Z no b Miami Da i nduct Control Division 01 - O ri +,1111T`1 't 'Tr!. t1�I CLlAf1l1 F -1 )11'1f APFRO' %D AS COMPLYING WITH THE SOUTH FLOR'OA BUILDING CODE DATE, I • ' // 912 BY �({ O • _ PRODUCT CON ROL 0'V SON BUILDING CODE C0MPL A NCE OFFICE ACCEPTANCE rro.gg_ • it 09/1I/ sr /.Inn n► „n /on 'O 7 91002 •o 5 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE ' - UP TO 81.5 PSF UP TO 91.4 PSF Pasrto cCr,CRETE I CCCCRETE ELOCx POUREDCC♦KRETE co Cu• {CT1C TYPE I CGe•ECTL7H TYPE CO,YficTxsT TYPE I cc..ccrIC,i TYPE - • : ANCHOR TYPE PANEL E.O. A = B I C I D I E I A I B I C I D I E A I B I C I D I E I A I O I C I D I E 16 9 8 12 13 16 • 9 9 12 13 16 8 7 11 13 16 8 7 11 13 15 7 S 10 11 15 7 6 10 11 - 68 SPA/t r 16 13 8 13 13 t 16 13 9 13 13 16 12 6 13 13 16 12 7 13 13 16 11 5 13 13 16 11 6 13 13 �Lll f T " U I sup 111 • 114' RAWL LOK/DOLT (SLEEVE ANCHOR) . 1 1 /8' MIN, EMBEDMENT • 88 SPAN •- r 16 6 6 8 7 16 6 7 8 7 14 5 5 7 6 14 5 6 7 6 13 5 4 6 5 13 5 5 6 5 14 5 5 6 5 14 5 6 6 5 13 4 4 5 4 13 4 5 5 4 11 4 4 5 4 11 4 4 5 4 T 1 114 10, span 1 3- i=ii 1 a-;3a i - Aa;V: &:c ,1 �. tt •:oi 4::" .Z '£ M 1 � r.T } � ,.. • : = 5e0 f r ill iL�.: • .' • sf ,� ; • if • �" 4 ' ' r . s V . : R2 1 i i `4 n..im. - ,g �r rW..1: 41,11:,, � F V „ 0 .s ' ) . ' i ce ; - -.00$4-4, .. ^ + t4Sp}T - s y ,` `? aL°j_ = •'c �-t T h 7 ' i, r� .,rte a+ar',F r i :37. .1' f„ i T 1 114 123 s an p ' T a 2t 5! ?4 : • ' str ` % i h ." � q -..1 :. =s.: -el; � :•S � :a l` 4 - ,. t..'+z 4 e .t' t 4 Y � 4r ' .: t °n " . 1` { 1= : - .7' ;a.�.t'�•tt,3 -. i :' IS '• sJ f � � m. r :P:Z 1�:y - ,Z , : '4„,1,,.,,,g1 y ,t .� .. ' ) - { ma c * "•'ii.:5" . 4 • 1 > t i/o. /.a! .,_ -rt ?Cf1Y!fzT_: ` � •. ' " ) 1 1/4- • 3 16 11 7 13 13 13 8 6 12 13 15 10 6 13 13 11 7 5 11 11 14 9 5 13 13 10 6 4 9 10 15 7 7 10 12 11 5 5 7 9 13 6 5 9 10 10 5 4 7 8 12 6 4 8 9 9 4 4 6 7 68 SPAt1 , T 1 1I4- �-- 1 114 RAWL ZAMAC NAILIN DRIVE HAMMER DRIVE 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 VC MIN. EMBEDMENT IN BLOCK 1 3- 13 5 6 7 6 10 4 4 5 4 12 4 5 8 5 9 3 4. 4 4 10 4 4 5 4 8 3 3 4 3 12 4 5 5 4 10 3 4 4 3 9 3 3 4 3 _ 9 i'' 8 -1• 1 4 4 3 88 SPAN i T 3 3 0-.4'1 1 1 114- � 7 �:F � ';7 3 ra:it,T? i 3 :(� �•• : . -. • ;r �__it, • ..t71 •, : j ;i'.; i •_: ti( G a,i r. 1 t p i , ' � = r !" Gi- iif; - 7.5 . 1- 1 :'54.44! : ;!= .- := ?Ii•-t i' 5 _; r`4•. � ,,�� • 1 . {�... . ��yy��..' -..:; : u r. r .N,C. ", I = "� . a 1J • 5. �1 L'F -:i .. , r : ,,. Sv 3 Y t 0 7 � . 1!IT.s L.• • • + 4,. +� '1 . .. < . . ... * r . �.?` r , • 4� �Y` � S s''''ir- 1 ( ( " {-`{ � � �f1* l - .n ='I';.:0. 1 .141'(it- ': •4. F; :.d•"• /rev" rs. -•. t�fi 7 'T • + I�ry+r�1 S r,.,--1.1_ ,. : } t i e �' 0 , 4 1 ti' "�. � „• =�� t .4) -' t r 1r ID5 span 7 • 1 114 1 3 1 %-. - %Yr'- :L`R:sf, s tliri,i K,. v1'.':c. 3 . rx.",>l :r x. ... �• ** i./414 / s .. v.ti � E '�.• ?tog • .i ,'. . t :tYf tw I • � s j 11, m4: . -- •T. ^ • o .,•..•.. �q t. •_ ✓,,•- t• �-y � c:�� tC^ .i' t� 1 , t . Ka ra tai k1, re • y47, l • 123 span Z ••-y =: si ':; - ':C 1 •li ».y' r� �. ,p > :y� .� ' Tt .1; _ t :•� ... ^ ; :v:V'� i1W! • 11 ,yt• ;t;�..{` _;:k.i•Tr ►), . i tri- • -' Yat: R••F. �R ! �� -• � - r -1 • � r :01 g'l 'TI; R;Vi. ri i 1 t /4 VARIOUS HEAD TYPES P�- 111111111111111111111111111111 '' - I r 16 13 13 13 15 10 7 13 13 16 13 9 13 13 14 9 5 13 14 16 13 7 13 13 12 8 4 11 12 16 11 10 16 18 14 7 6 9 11 16 10 8 14 16 12 6 5 8 9 16 9 7 12 15 11 5 4 7 8 68 SPAN , 2 PERMA•SEAL EMBEDMENT EMBEDMENT 1\1111111111,1\1\1\'v SCREWS) TAPPER PANEL MATES IN CONCRETE IN BLOCK 11/4• 1111111111111111111 (MASONRY 1!4' RAWL 114' ELCO 1 1R MIN. 1 1/4' MIN. 1 r 16 8 9 10 9 12 4 5 6 5 7 7 9 8 10 4 4 5 4 16 6 6 8 7 9 4 3 5 4 16 6 8 8- 6 11 3 5 5 3 16 5 6 7 5 9 3 4 4 3 15 5 5 6 5 8 3 3 4 3 8B• SPAN I 2- 1 114• r ';:l Pi `rie. �i= ?:'.• "�• iili,;t: - ji b � .:x} - . x.. ..,.ti f. It `i• '�1 �i . ` }s ;3"i`::T:f.k�i r, T e F I. ;f +r t to 1 r aye y w } ), : + >u . . l r ,�. � � 0 , � � Jt ,� , .� { v ,. - ", .) rs -•: '.41 • - fit ' • i, 4. _ �T 105' span ( 7 1 114•i " = '' �.' P k "s.- ;. . J•• ' .1 11 a�_,s:�C:-'sr21.' ri , ,t , 0 i ,::k fi (4.. �R' f ,� •y +3�}' f r 4:7; w`7+ i . 0' �a jti t p r c 11,x'. r r ".. "iz'rRVt_ys?� r � sx., •o . _ .* i a v.r •4, : . , � s � +. R.'41 *" ` : 31 r GN l�. ri yyw t i ? s :S4'. � " P , .••t •. . •+ t . �•ITS-%4►:.'- -gr L b .. 9 � ' : 3ir � /�T' •' - y E 123' s z 1 1/4- •� .L''"'• ' "WAWA' on ` yti' 1RN M _•' - . .. -. =•v . 1 3 16 13 12 13 13 ! 15 : 10 ' 7 : - )3 16 13 10 - 13 .. 13 i 14 . _ 9 6 • ..13 - 13 16 13 8 13 13 1 12 8 5 11 12 16 _13 11 13 13 1 7 ' 6 ' 9 : 11 . 16 . ... 12 :-. 9 .... .: 13 12 6 5 8 9 16 11 7 13 • 13 11 5 4 7 8 68' SPAN 25- T r 16 9 9 13 11 .-: 12 .. 4 5 6 5 16 8 . 8 11 • 9114454 16 8 6 • 10 8 1 9 4 4 5 4 •-- Z. .W: 7 •Y :" ?! f 3°� �,�, r ' - 4, - -Yf s 4 7 - 4 x .! v > - -=, r Rf• err :; . Fr ..74. - c Tn 4.tc.t ► __ i. r" . c:,., - .14 - Lr ..r' � .... . -.f . ,,.: T - � Y ( 11 ' z •. r• �� `. ]<i w .�.P} � 6 '! -n•- t :'r, far 16 ..:. 7 ..' 8 . . - 10 : 7 16 7 7 9 • 6 16 • 6 • 5 8 6 r �'. • `v' 4, ( ^7 r f. ii , r '41 ,++i. -=i• -F f• ,, tt,,, i c _, � - .: ,... . . ,J... ' 1_ ;� . i :may 4� , `� d�► �.iSG+�� Y�r • a. a..r ;� ( '�, x.t`:j'HrM . : ,b , � xr� ' r x • .J�:� ,: { :4 ?' f. 1 ' {'fir 11 3 5 5 3 . _ .. 9 3 4 4 8 3 3 4 - '�:"i .+rs , 7 - Ft -' ..a. e i ,r ,• ., r .., . '4,• . . 1 Bl ir ri ,,, T: , - �c 1 , ,Kc 9 :r r�.•t :f �� _ .: . . �} I .,. . _ .: ��Y!... �, trt�lC P•41 4 r ata • Y, ..; ,,, . . ••. : r , t ' . t • 1/4 -20 x 7!8' . VT DIA. RAWL CALK-IN (MACHINE SCREW ANCHOR) 7l8' MIN. EMBEDMENT 88 SPAN 2.5- tOS span T r 2S ' J^„'c -! r [ t � ,i. -::c:� • i�T r r $ , t, f ..F -:T. -L C `�e�t �J`.. _..'i a- 1 �• y +ti is i �� Q ' Y,.., r:� w _ �1� : i nr. e,-, tr � - c 12Ts an p 2S A N C H O R S C H E D U L E NOTES: ROBERT S. MONSOUR, PE EB- 0006024 uTT17 C1GINCE;111G.11C SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. UINrlIU/.l ENBEDIIENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SH40E0 AREAS REPRESENT ANCHOR CONDITIONS PLAT ARE Nor ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF T)-!E STRUCTURE TO Y,ITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEU 1 /AY BE INTSALL INTO w000. CONCRETE OR LIASONRY. PRODUCT REVISED as Balding C s the Florida Aceeptaate No b2- o1 f Z •v d E:plratioa Dat e y� 3;, 1 l faml Dade Coat Division Jf YttOl4j( -JPry j ! Accp rANo t:n', 0 t -01119...... =, �t'ittk . r rn ,N T ): 222 lOn 1 M. .T)r' C I • C( » Yid f fPF•i.O';;D AS COMPLYItIG 5 ",:TH THE SOUTH 1:0'101 BUiLD111G CODE DATE_c / a,Z _ L1 ?if BY _ _ PRO(tuCI COttM 1 r:v s on BUILDISG CCOE COMPUAt;CE OFF!CE ACCEPTAnCE tt0. N. 0 728 -0 nfv1;lo,); 00 /11 /9H U_ I srn /J1711, su 01/10/911 .. 7 S)K)Nt/ 9AtM7 6 nr SP WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A I B I C I D I E A I B I C I D I E A I B I C I D I E A I B I C I D I E ,,," 11 BRASS WOOD BUSHING BRASS 68' SPAN 14 13 5 13 13 11 8 4 11 11 4 4 6 7 8 3 3 4 3.,`_ 12 12 5 12 12 9 4 3 6 7 8 3 3 4 3 10 7 4 10 10 8 3 3 4 3 9 4 4 6 7 �"'• 7 r. : 3 3 4.; /4 88" SPAN • ;' i t ' . " - ^ . - t1.7 i =' ` ., ' * ' io 105" SPAN . "�`- `r . t . � •ali "l'' 1' MIN. PENETRATION 123" S PAN , v,rs..r3 .S .._ k 4I Sz 4 _ y .i> '� t s is _ �.' �.,... •`„.' :. . _ �. i l +i ,Rtiar 1 LAre :�, :: � } }�f }t tt t ; t` ``ti � } �`'- }rt :.�� : r; =: }�� IIIJJJ�� W0DD LAGS 1' MINIMUM TREAD PENETRATION 114 68 SPAt4 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 14 9 6 13 13 10 4 4 5 4 12 6 5 8 9 9 3 4 4 3 88'SP:+N `� "" "" + - ' � C � '" 14 7 6 9 11 4 5 5 4'rAi: 11 3 '' Y ' ' - . `�'�.`�"- ,_ �, - 16 10 7 13 13 12 5 5 6 5 105' SPAN 123' SPAN J4 i?, in :•: c.: 16 13 B 13 13 14 7 6 9 10 12 1 5 6 4 (I i lt i�i��\`: i��ii` t ,,, „ , ,. - „'• :, .. 5110' 68' SPAN 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 88' SPAN ;° "•, r _ -15-11 ,°'� -. `° " 1I .4 —.1. �� J�.Lj 1 r Y•�y•)i.•' .. 55 j [ e� r�Y,•S')^S i:•'1 i�..,X�fY . Y ♦ .3 "7T.li. 16 12 8 13 13 14 5 6 7 . 6 . . �+; t; 1._ ; ~ ;;?s :: :::' .:.:: :? ; : : °r • ' it .r, «'=... .1''ti'N^:r`l •i. ,• Y ! ♦ S : C � .• . : -,.t;J L . r. ?Z�yj. ... + v 1 ; - ..•i . •l. . 1 T� :. ..,�� \., • •' . . 16 8 7 11 13 13 4 6 5 4 WOOD LAGS 1' MINIMUM TREAD PENETRATION 1105 SPAN 123' SPAN °L•:' d1 3: ``r<' ,- ,` :•� }.. f • : a =•�•S I't tit,.j , {'.� ,: .. )..r�N n +Ll :; :: 3i8" 6a SPAN 16 13 11 13 13 16 13 9 13 13 1 8 7 11 12 13 5 6 6 5 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 r.;�ttr i'-- ;' ••• : - ir -, 88-SPAN , 1 �., ;�_ L- iti.i -: � si_= _+K.. _ .., r -r lt:5 t 4 -i :a r ' •v ; :i. J •�..•.:.�r.�..� J is�..�••�.•�• �• �'+• e• : I . ' {L L + =q ., . t= • • � • 16 9 8 6 12 13 14 6 4 5 :77:71:47'.-"--a:1-01, a " s �: t.g.' ft y ..r J w - -• ,.�,.�. :�.. %v •5� i r't C,•x•�e., ;p5 �r , f'�,a:; ! ?.. +Wit.. 16 13 9 13 13 16 6 7 8 7 WOOD LAGS 1' MINIMUM TREAD PENETRATION 10Z SPAN 123" SPAN 4;P;-;•-11;•.-• ..• _� r . »•- I � ai ;lia : • ; ; ;.I. ; .. .•?+,l;Y ...•; t � r_ : :�•.` 68 SPAN 16 13 12 13 13 1 6 13 9 13 13 16 9 8 12 13 15 5 7 7 6 16 13 10 13 13 16 8 8 12 13 15 5 7 7 6 U\71i ?`ii' �,,,rri,,, -,r .. 71 16 8a :1 �-� :k.i C ' ; =-;: :Lv.: ',d,: yIA- y �'7 ^ � t1if:.". 1-. r 7T1 t• --' tq= 1 §- •,!: ?�' + _ .• 1 }; . ; , rr•,• t i. It , : ., -f . • ':' .{:•. .,'• .a.`. �:.. :a iti :: ... -, .- t 1: • : • -' •i=.'t ice? %t -: 1r a -'« :; `. -• WOOD LAGS 105 SPAN •'• 1. i> t: v .6 :ii::.S:'I•.:i:t. :a.` :z/.; .v: 1' MINIMUM TREAD PENETRATION 123" SPAN um 6a-SPAN 16 13 B 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 14 9 6 13 13 10 4 4 5 4 12 6 5 8 9 9 3 4 4 3 1/4" 88' SPAN % '`� ��° ='� P % s�•: "i` ' Dk _ •♦ - t ..' F-m ]j -, Ltr r i 4. Y i : I : ,IY l j -• ' : '� = - ) Y 1 1 • '� =.1 - i �•�• , 1i.Yt : :�i l :: - - • .-; ':i; • , • .: :. l •. •� .. r ! .:3 ,.. 12 6 5 8 9 9 3 4 4 3 1/4' ELCO PANEL MATES 1 7/8' MIN. THREAD PENETRATION 105' SPAN ' ss:-• .', • +. i... Y i •.1.. _; ., ♦ ~'_. :fi t' % „;, : `: , f ^i : • 123 - SPAN r 68 SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 0 5 8 9 10 4 4 5 4 14 9 .6 13 13 10 4 4 5 • 4 :W 1111 1/4' ' 88” SPAN 1 ri ii +/ 6 / . ''"' -'@` #` > tt t q� 7 , 7� • � :y�.lN... ±..,,. :4� <:i d'`U•^ ` w: 1 ;•.,• •._•• `'' ., �•.( ;'+;- tv:. t %- /.%: : :-'i ::i•">:'�`. .� � :i„ ne f. rr ): <- 1� �c1 :1 �. 7� Y+c :3F ^1arT� • t.r- 1/4" ELCO PANEL MATES 1 718" MIN. THREAD PENETRATION I 105' SPAN • -9�. ',� ss r j ?' ��€' . ,. ) j r ' - t} ' �� : i :►�+i { ��s_37:- ++.at"va»ri 123' SPAN ' A N C H O R S C H E D U L E NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO S1-EET 4. WHEN ANCHORING TO W000. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVTTY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS TI-•AT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000. CONCRETE OR MASONRY. 0 PRODUCT REVISED as complying with the Florida Bolding Code o3 J 2 - o Acceptance No 02- Expiration f 0r4.3 a Missal ib de Product Cow Division ROBERT S. MONSOUR, PE EB- 0006024 • z4 eIGINCEZU G. nc Pf:O`i Ia Yrg(•.I►c:,!. 0 1 - C r ) \O'. rxrm• ; Sm.: \T1: 7-2 ?,cb(, iiy • J 1 4.01•TTtlnt,t)TVI :;It) I'I iMrl.t/4r,rr 1CP. COMPLYING 1'I :III THE BUILDING CODE 9 Arr50 ?ED AS SOUTH ;LCF DATE BY _ PRI:DUCT CO OL 0 "/!5'01 BUILDING CCDE Cl'J;PUANCE • Orrtr•E ACCEPTANCE no.T Q7c2 X'D If l nIVISlo))S n{)/ 11 %')fl Iry S I' 3 J SLIT rs i! 7 Inspection Number: 1NSP-631 0 Permit Nun ier: BP2O05 -40 . Inspectibn Date: 09/25/2006 Inspector: Desharnis, George Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HMP BUILDERS INC. nts Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit ype: Demo ifin Inspection Ty e: Final Work Classificati n: Building Phone Number Parcel Number Lot: 305 - 759 -5077 1132060171540 Phone: (954)785 -7555 Page 1 of 2 Passed Inspector Comments ai -,-cl e e.--i__‘,51 ? z j �'� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: 1NSP-631 0 Permit Nun ier: BP2O05 -40 . Inspectibn Date: 09/25/2006 Inspector: Desharnis, George Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HMP BUILDERS INC. nts Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit ype: Demo ifin Inspection Ty e: Final Work Classificati n: Building Phone Number Parcel Number Lot: 305 - 759 -5077 1132060171540 Phone: (954)785 -7555 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/29/2005 Applicant: CHRISTOPHER COX Owner: COX CHRISTOPHER JOB ADDRESS: 500 NE 97 ST Contractor DALEY ROOFING INC Local Phone: (305)754 -9892 Parcel # 1132060171540 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1115 Contractor's Address: 78 NE 106 ST Permit Status: APPROVED Permit Expiration: 1/23/2006 Construction Value: $825.00 Work: REPAIR LEAK APPROX 30 TILE Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 9 & 10 BLK 99 LOT SIZE 103.500 X 130 Fees: Description Amount FEE2005 -10402 Building Fee $100.00 FEE2005 -10403 CCF $0.60 FEE2005 - 10404 Training and Education Fee $0.20 FEE2005 -10405 Technology Fee $2.50 FEE2005 -10406 Scanning Fee $3.00 Total Fees: $106.30 Total Fees: $106.30 Total Receipts: $0.00 AUK 0 8 ?A8D 4k1 97 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: August 11, 2006 Miami Shores Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Subject: Cox Residence Permit # BP05 -401 Dear Building Official, As you are aware, Swaysland Professional Engineering Consultants, Inc. has been retained to act as a special inspector for the work under the subject permit. We have inspected the sheathing fastening and the base sheet fastening (tin -tag) also. This work has been installed in accordance with the Florida Building Code and our approved drawings. If you have any questions or need additional information, please do not hesitate to contact us. Very truly yours, SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. By. ohn C. Evans, P.E. Florida Registration No. 31947 /r6 Swaysland Professional Engineering Consultants, Inc. 1459 South University Drive Plantation, Florida 33324 AUG 2 2 2006 (954) 473 -0043 • Fax (954) 473 -0063 Toll Free 888 - 264 -7732 August 11, 2006 Miami Shores Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Subject: Cox Residence Permit # BP05 -401 Dear Building Official, As you are aware, Swaysland Professional Engineering Consultants, Inc. has been retained to act as a special inspector for the work under the subject permit. We have inspected the sheathing fastening and the base sheet fastening (tin -tag) also. This work has been installed in accordance with the Florida Building Code and our approved drawings. If you have any questions or need additional information, please do not hesitate to contact us. Very truly yours, SWAYSLAND PROFESSIONAL ENGINEERING CONSULTANTS, INC. By: ohn C. Evans, P.E. FIo ida Registration No. 31947 INMOMEVEr ia AUG 2 2 2006 L Swaysland Professional Engineering Consultants, Inc. 1459 South University Drive Plantation, Florida 33324 (954) 473 -0043 • Fax (954) 473 -0063 Toll Free 888 - 264 -7732 PHIS DUST BE ON JOt AT TIME OF 1 ; ; fir ftCTION Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -401 Invoice Number: DEMO -8 -06 -25830 Applicant: CHRISTOPHER COX Company Name: Owner Address: MIAMI SHORES, FL 33138 Job Address: 500 97 Street NE Miami Shores Village, FL Date Tuesday, August 22, 2006 08/22/2006 Check Payment Type Check Number 020438 Amount $47.00 Change $0.00 Total Payment: $47.00 Page 1 of 1 Bill To CHRISTOPHER COX MIAMI SHORES, FL 33138 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 08/09/2006 08/09/2006 Fee Name Scanning Fee Revision Fee Wednesday, August 9, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 2 2 PAID Invoice Number: DEMO -8 -06 -25830 Invoice Date: August 09, 2006 Permit Number: BP2005 -401 Permit Type: Demolition / Work Classification: Building Fee Type Calculated Calculated Fee Amount $12.00 $35.00 Total Fees Due: $47.00 BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name Permit Type (circle): ( Buildin Electrical Plumbing Mechanical Roofing (Fee Simple Titleholder) CC�� Owner's Name � mp ) �y � �--�f� Phone # -�05"' 5-0 Owner's Address "2i • - 2 City f� 9-.9' r � State $ Zip 3 ?l3 5" Phone # Job Address (where the work is being done) 514I.- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO )c Contractor's Company Name «,t A �c.-tc /orc_ Phone Contractor's Address /CO C a- 73 Gi- City r�a �y ®� p �� , State /- Qualifier Name�,��. � Pax t' State Certificate or Registration No. C 6 G Goa/-2 Ste' Value of Work For this Permit $ 1 Type of Work: DAddition Describe Work: r 4.47 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Alteration Permit Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ [New Double Fee $ Zip _33ac r Form% la JUL 1 ME BY: Permit No. PT 401 Master Permit No. ✓ p� j` Phone > Certificate of Competency No. Architect/Engineer's Name (if applicable) ..Spec_. Phone # , Q'$ 9 Square / Linear Footage Of Work: 0 > e2 gi Repair/Replace ❑ Demolition v Submittal Fee $ Notary $ Training/Education Fee $ CCF $ Total Fee Now Due $ CO /CC See Reverse side --- Technology Fee $ Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address t � 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by day of ,20 , by who is personally known 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 PUBLIC: APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Sign: Print Print: My Commission Expires: My Commission Expires: (Revised 02/08/06) Ofr Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circl Owner's Name (Fee Sim. _ -- o der) Chrish �v r Ott ( Phone # — 50/7 n O ner's Address CO 6 N. g14n St'ret+ Cit Miami Shore State F FL Zip Tenant/Lessee Name Job Address (where the work is being done) 6b0 q 7th 9 ree-t Citv Miami Shores Village County Miami -Dade Zip ' 'i 3g Is Building Historically Designated YES Contractor's Company Name It P4P 1Id> S , In c. Contractor's Address 1031e Sly r1 Lauf t City( f)n - tech State PC Qualifier 1r9 'Post in Architect/Engineer's Name (if applicable) Total Fee Now Due $ Miami Shores Village Building Department (Continued on opposite side) Buildin 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing Permit No. Master Permit No ?bS— 4o 33135' Phone # Phone # a5 7 Zip a30(09 Phone # a — too - 00 `13 $ Value of Work For this Permit ?06 Square Footage Of Work: 02 iO Type of Work: ❑Addition ❑Alteration ❑New igt Repair/Replace ❑ Demolition Describe Work xxxxW ** Fees ** *w xx * * * * ***** * * * * * * *** ** ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address Signature (14411ill NOTARY PUBLIC Sign: 11,440 , ' / i /// Print: SIVa '7dld I My Commission Expires: State Certificate or Registration No. APPLICATION APPROVED BY: Clic 10/14/03 1A- 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 ELECTRICAI, WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITI()NF,RS, 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 roust 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 nmst 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 he charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this P4 The foregoing instrument was acknowledged before me this 14 day of , 20 Oce , by cA'�''�' k Ct , day of J who is pe vn to me or who has produced who As identification and who did take an oath. NOTARY PUBLIC. ez SUSAN GMBE Sign: * MY IONfuu81 24 EXPIRES: Mull 8$2010 Print: SG,f wad TAN 5441 NON WON My Commission Expires: (Certificate of Competency Holder) ,2001., Otani LA . ?can own to me or who has produced as identification and who did take an oath. MY COMMISSION I OD 504824 8,2010 440, Bonded Thru Budget Notary Certificate of Competency No. ************************* * ***** * * ***** **** ** **,, * ** ** *** **** ****** * * * * * ** **** * *** k*** * ******* **** **** ** * ***** Plans Examiner Engineer Zoning in59 711610G BUILDING CRITIQUE SHEET A)Lolows mos-r /..-i- g- fi Gv % 7f} Max_ J •v� Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department Permit No. Job Name Date srQAgi • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 05 90 l DATAPRINT N133783 S X1 kilEf'D e 7:3 49/ 7 , 4r cry,ti L-4.7 ) PORCfi_67 eme g_k _cav 4_1 qi,yeey sireZer • • • • • • • • • • l• • • • • • • • ,A)M-1. 4 „, • Ait.454;fi 'ter • • • • AI ft' A' S' 5 r444 e s z44114e-ei4 ext.57 Dir. Isyfe5 4"0 # 3 Ell e , ff • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . d r:/2.4 4/ 14:1>i , V; • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • AJ E&/ 17 5 - X 30 awe • •VRI4760 /lop 4A49.00. WA/ Eet4L2. (NEW 100, PMAN1/6 11 it' PietWa/ 4 #411 r ciOR440:fild 1.)// CO 3 ) cidu c[e ivie4-mir*-0-1,7,77.. E ) t'41/ tt. W4 1 ,744) 4;;', " ai 4)-Irt;4 S 431 gZhes77fa4: p•5 JO 2 prey, c.trt) Swaysland Professional Engineering Consultants, Inc. 1459 S. University Drive, Plantation, FL 33324 (954) 473-0043 Fax (954) 473-0063 So 17, ?)( 4,14(t.-'4 7 y a r..yvay/z c4f/e: 4ere efe- 4° .r.-9,40 /2/jjkLal... 7'1 PROJECT DATA: DATE: 1- - 6)46 JOB NUMBER: 04 73' DESIGNED BY: "Te DRAWN BY: CHECKED BY: CAD NAME: vele S7/ 4 60A .57in 8./a0 DM- " or- fedi — R1,5774/6 6 FEM ,4 No Tes I - 444 ' e ,4460. 4* Ti .S7i 414 7e y eagifertx /3/0 30 //ef42;',i lefy •y, New W,44".5 7r e AVA /Y0 lem44 1.440-5 CO'g-<44"ij ,,e9e 7 fi DATE: ISSUED FOR- BY: . 1 IMCMEVE1 111 JUL 1 4 2006 BY: SHT. OF • ••• • • • • • •• • • • • • • • • • • ••• ip BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • • • • PRODUCT CONTROL DIVISION NOTICE OF ADCEP • • • • •. • • • • • ••• .•• IMOMETM JUL 1 4 2006 B Y: e app ic ble rules and regulations governing the use of constructioeriafs:" 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "F6000" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 550, titled " Scries"F- 6000" Fixed Picture Window and Shapes ", sheets 1 through 10 of 10, prepared by PGT Industries, dated 10/24/00 with revisions 1/27/04 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 revises NOA # 02-0701.08 and, consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. PGT Industries P.O. Box 1529 Nokomis, FL 34 SCOPE: This NOA is bei • • •• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • ••• •• • • OA)' •• • • • •• a .t=05° 4c) • *MIAMI-DADE COUNTY, FLORIDA • • • METRO-DADE FLAGLER BUILDING • • • • vying FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• NOA No 040112.02 Expiration Date: September 13, 2006 Approval Date: March 25, 2004 Page 1 PGT Industries A. DRAWINGS E. MATERIAL CERTIFICATIONS 1. None • • .. . • • • • • • • . . • • • • ••• • • • • • .. • • • • • • •.. • • • • • ••. • • • • • . • .. • • • • • • • . • •.. . . ' . NOTICE OF ACCEPTANCE: ElfriBENtE S4J1 • W[TED •. • • . • •.. •• 1. Manufacturers die drawings and .'s,erdidn1 ; . • ; • •• 2. Drawing No. 550, titled "Ii -6QZSO Wtedaicturit IS4i.ndavt and Shapes ", sheets 1 through 10 of 10, prepared by PGT Industries, dated 10/24/00 with revisions 1/27/04 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per .NBC, TAS 202 -94 along with marked -up drawings and installation diagram of F -6000 fixed picture window and shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03109, dated 8/1/03, signed and sealed by Joseph C. Chan, P.E. 2 Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of fixed picture window and shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 00141, dated 09/27/00, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. STATEMENTS 1. Statement letter of no financial interest, dated December 11, 2000 signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 01- 0102.03" 2. Statement letter of Code Compliance issued by PGT Industries on December 11, 2000 signed and sealed by Robert L. Clark, P.E. "Submitted under NOA# 01- 0102.03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0112.02 Expiration Date: September 13, 2006 Approval Date: March 25, 2004 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON - IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 9 OF 10 4.) ANCHOR MAXIMUM SPACING: 6" FROM CORNERS AND 13" O.C. 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE TEST REPORTS: FTL -2818, 2819, 2820 & 3853 FULL CIRCLE 060" Maximum Area 19.54 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. ! v 2�S b �/ Robert L. Clark, RE. liMiXir SP StrttOtural FAT INDUSTRIES Drown By: J.J. 60" x 1 4 •• •••• Maximum Area 47.32 sq. l'■•• . • Revsd By: Dote: F.K. 1/27/04 Reved By: Dote: F.K. 1/8/04 Rend By: Dote: F.K. 12/24/02 Roved By: Date: F.K. 8/15/01 Dote: 10/24/00 • • • • • • • • • • • •• • Revisions: E —NO CHG THIS SHT Revisions: 0—CHANGE NOTE 4 & 6 irae: ALUMINUM FIXED WINDOW Series /diode): Scale: Sheet: 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6000 NTS 7- S 1 at 10 .. I • •••• . •• • • . • A •••• .DETAIL C • ARCH.... • 4--IT. ...• . • •••• • •• • • • • • •. Revisions: C -NO CHG THIS SHE ADD SHT 6 OF 10 Revisions: REDRAWN Description: ELEVATIONS, 3/16 TEMPERED GLASS Drawing No. 550 • Rev: • . • • • 1 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON - IMPACT WINDOWS CONT. 3/16" TEMPERED GLASS REFERENCE TEST REPORTS: F L -2818, 2819, 2820, 3853 TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Rollin Clark, P.E. PE #39712 Struetnrl:l- 30" INDUSTRIES EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE: 60" x 120 • • A! Maximum Area 50.00 ' ft' Dram By Tae: J.J. Raved By Dote: F.K. 1/27/04 Revod 6y: Dote: F.K. 1/8/04 Roved 8y: Oote: F.K. 12/24/02 Revsd By: Date: F.K. 8/1 Data 10 /24/00 Revisions: E —NO CHG TH1S SHT Revisions: 0 —NO CHANGE THIS SHEET Revisions: C —NO CHG THIS SHT. Revisions: REDRAWN •S•• ••• • • • •• • • • • • •••• APPlentit > *t- • •• • Description: ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED WINDOW Series /Modal: Scala: Sheet tONO�S FL 34275 BOX 1529 F-6000 NTS 2 of10 brewing No. 550 • • • • . 1 • • Rer • 1 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON - IMPACT WINDOWS CONT. 3/16" TEMPERED GLASS REFERENCE TEST REPORTS: F L -2818, 2819, 2820, 3853 TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Rollin Clark, P.E. PE #39712 Struetnrl:l- 30" INDUSTRIES EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE: 60" x 120 • • A! Maximum Area 50.00 ' ft' Dram By Tae: J.J. Raved By Dote: F.K. 1/27/04 Revod 6y: Dote: F.K. 1/8/04 Roved 8y: Oote: F.K. 12/24/02 Revsd By: Date: F.K. 8/1 Data 10 /24/00 Revisions: E —NO CHG TH1S SHT Revisions: 0 —NO CHANGE THIS SHEET Revisions: C —NO CHG THIS SHT. Revisions: REDRAWN •S•• ••• • • • •• • • • • • •••• APPlentit > *t- • •• • Description: ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED WINDOW Series /Modal: Scala: Sheet tONO�S FL 34275 BOX 1529 F-6000 NTS 2 of10 brewing No. 550 • • • • . 1 • • Rer HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. NON — IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHEET 10 OF 10 4.) ANCHOR MAXIMUM SPACING: 6" FROM CORNERS AND 13" O.C. 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE TEST REPORTS: FTL -2748, 2756, 2758 & 3853 FULL CIRCLE 048" Maximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Maximum Area 14.53 sq. ft. tt+L. Clark. P.E. PE #39712 St i uuur APPmed i MEW INDUSTRIES 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL .34274 •b• Drawn By: J.J. 37" x n:'•: Maximum Area 77.99 sq. ! • • Roved By: F.K. Raved By. F.K. Rend By. F.K. Revsd ay. F.K. Dote: 1/27/04 Dote: 7/8/04 Date: 12/24/02 Date: 8/15/01 Date: 10/24/00 Description: ELEVATIONS, 3/16 ANNEALED GLASS RBe: ALUMINUM FIXED WINDOW series/Moe F -6000 •••1• ••• I • • •: • • • A DETAIL C ARCH.... • .' iHT 7 • • • • • • • • • • •• • Scab: sheet: NTS 3 "10 •••• • • •••• • • •••• • • • •• • • • Crowing Na. 550 •• • • • • • • Revislonsr E —NO CHC THIS SHT Revisions: 0—CHANGE NOTES 4 de 6 Revisions: c —NO CHC 7H1s SHT. Revisions: REDRAWN Rev-. E QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. NON — IMPACT WINDOWS CONT. 3/16" ANNEALED GLASS REFERENCE TEST REPORTS: FTL -2748, 2756, 2758 & 3853 1 TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. OCTAGON 48" x 48" Maximum Area 13.26 sq. ft. Robert L. park, P.E. PE #37712 Structural INDUSTRIES EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE: • 74" x 37 • • • Maximum Area 19.01 sq' ft! Drawn By: J.J. 1070 TECHNOLOGY DRIVE P.O. 130X 1529 NOKOMIS, FL 34275 NOKOMIS, Ft 34274 Rend By: Date: F.K. 1/27/04 Rend By Dote: F.K. 1 /8/0 4 Dote: 12/24/02 Date: 8/15/01 Rend By: F.K. Rend By: F.K. 10/24/00 Series /Model: F -6000 Revisions: C —NO CHG THIS SHE RaWstons: REDRAWN Scofe: NTS Sheet: 4 .40 •••• •••• ••• • • • • • • • •••• • /40 ,0,012, rksaida I -rfoi- ,. ._ •• • .Oa. • • • • • • • • • • • • • • • R,Welo,,E E —NO CHG THIS SHE Revtetons: D —NO CHANGE THIS SHEET Description: ELEVATIONS, 3/16 ANNEALED GLASS Tate: ALUMINUM FIXED WINDOW V,00Ng No. 550 Row E • QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. NON — IMPACT WINDOWS CONT. 3/16" ANNEALED GLASS REFERENCE TEST REPORTS: FTL -2748, 2756, 2758 & 3853 1 TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. OCTAGON 48" x 48" Maximum Area 13.26 sq. ft. Robert L. park, P.E. PE #37712 Structural INDUSTRIES EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE: • 74" x 37 • • • Maximum Area 19.01 sq' ft! Drawn By: J.J. 1070 TECHNOLOGY DRIVE P.O. 130X 1529 NOKOMIS, FL 34275 NOKOMIS, Ft 34274 Rend By: Date: F.K. 1/27/04 Rend By Dote: F.K. 1 /8/0 4 Dote: 12/24/02 Date: 8/15/01 Rend By: F.K. Rend By: F.K. 10/24/00 Series /Model: F -6000 Revisions: C —NO CHG THIS SHE RaWstons: REDRAWN Scofe: NTS Sheet: 4 .40 •••• •••• ••• • • • • • • • •••• • /40 ,0,012, rksaida I -rfoi- ,. ._ •• • .Oa. • • • • • • • • • • • • • • • R,Welo,,E E —NO CHG THIS SHE Revtetons: D —NO CHANGE THIS SHEET Description: ELEVATIONS, 3/16 ANNEALED GLASS Tate: ALUMINUM FIXED WINDOW V,00Ng No. 550 Row E 1 -1/2" MIN. MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 #12 PAN HEAD WOOD SCREW 1/4" HEX HD. TAPCON (SHOWN) OR 1/4" TAPCON W/ #12 FLAT HEAD (CSINK REQ'D) (SEE NOTE 3) F 1/4" SHIM MAX. f 1 M IN. 2x WOOD BUCK .390 MAX. GLASS BITE SECTION A -A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD 1 -1/4" MIN. —1/4" SHIM MAX. Ix WOOD BUCK h+ -1/4" SHIM MAX. NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. W4t . ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHFL'}'S'1. • THROUGH 4 OF 8. •••• • •••• 2. REFERENCE TEST REPORTS: FTL -2818, FTL- 2819, FTL - 2820, F7L 2744'7 • V2 - 27 :. FTL -2758 AND FTL -3853 • 3. USE ONLY MIAMI -DARE COUNTY APPROVED ELCO TAPCONS. ® • •••• TEMPERED OR • • ANNEALED _ • • • v ,,,, Robert L. Clark, P.E. PE If /4/12 Structural 1070 TECHNOLOGY DRNE TEMPERED OR ANNEALED 1/4" HEX HD. TAPCON (SHOWN) OR 1/4" TAPCON W/ #12 HD. (CSINK REQ'D) (SEE NOTE 3) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B -B •••• TYPICAL SECTION • • • • •••• • & ALTERNATE INSTALLATION INTT •QoNtRETE . • • • • • •• TiDe: Revsd By: Oats: F.K. 7/27/04 :Wad By: Date: F.K. 1/8/04 Revsd By: Date: F.K. 12/24/02 Raved By: Date: F.K. 8/15/01 Date: 10 /24/00 • • Revistone: E —NO CHG THIS SHT Revisions: D —CHG TO #12 SCREWS & 7/4" TAPCONS Revisions: C— CHANGE DESCRIPT. TO (EXPOSED) Revtetons: REDRAWN ALUMINUM FIXED WINDOW Series/Mode!: Scale: Sheet. NOKOMIS, FL 34278 NOKOMIS, BOX 1 374 F-6000 NTS 5 40 • • ••• • • • •• • Drown By: J.J. Description: SECTIONS W/ ANCHORAGE THRU FRAME Drawing No. 550 • • • • • • • • • Rev: • • MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 #12 FH SCREW ATTACHES BEAD TO FRAME AT HEAD, SILL AND JAMBS 1/4" TAPCON W/ #12 HEAD (SEE NOTE 3) 1 MIN. TEMPERED OR ANNEALED 2x WOOD BUCK .390 MAX. GLASS BITE r4" SHIM MAX. MIN. be WOOD BUCK - 4" SHIM MAX. MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B -6 • •••• • TYPICAL SECTION: .' • •••• & ALTERNATE INSTALLATION INTO • CONCRETE• • • • r 4° SHIM MAX. t 1 a MIN. SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Drown By: J.J. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Roved By F.K Revsd BF F.K. Raved 8y: F.K. Revsd By: F.K. Data: Data: 1/27/04 Date: 1/8/04 Date: 12/24/02 Date: 8/15/01 10/24/00 SsrWmodet: F -6000 • • • Revisions: E —NO CHG THIS SHT Revisions: D —CHG TO #12 SCREWS & 1/4' TAPCONS Revisions: C —ADD THRU BEAD ANCHORAGE OPTION Revision: REDRAWN SECTIONS W/ ANCHORAGE THRU GLASS BEAD Title: ALUMINUM FIXED WINDOW Scale: NTS Sheet, 6 af10 Drawing N. 550 Rev: E NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. RAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHIEeTel • THROUGH 4 OF 8. •••• • •••• 2. REFERENCE TEST REPORTS: FTL - 2818, FTL - 2819, FTL - 2820, FTL 2 ?48,• fTL - &,. FTL -2758 AND FTL - -3853 • • • • 3. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. • • •••• • • • • • •• • A TEMPERED OR ANNEALED 1/4" TAPCON W/ #12 HEAD (SEE NOTE 3) • • •• •••• • • • • • • • • • •• • • . • •• • • • • .050 10 ARCHITECTURAL FRAME CONNECTOR 735 .500 .250 MK. PART # DESCRIPTION BILL OF MATERIAL VENDOR VENDOR # 1 2 3 4 5 6 7 8 9 10 68342 61168 7834 61308K 6SM55W 7PWSW 513 FRAME HEAD, SILL & JAMS U— CHANNEL GLAZING BEAD #8 x 3/4 PN. PH. SMS SILICON BACK 6EDDING CLOSED CELL FOAM TAPE SEAM SEALER 3/16 TEMPERED GLASS #6 x 7/8 FL. PH. TEK ALUMAX OR = ALUMAX OR = SPENCER OR = DOW CORNING TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = 3/16 ANNEALED GLASS TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = • ARCHITECTURAL FRAME CONNECTOR 606: —Tg •9LUM. • AF -8342_ AF -1168 #899 OR #995 SA/I5504 • ••• LG•.•• 2 F- 600 /PN -6000 - CHANNEL GLAZING BEAD .062 1.344 2.000-x- F-6000/PN-6000 FRAME EXTRUSION //1" Rotkrt L. Clark, P.E. PE 839712 �-T INDUSTRIES Drawn By: Description: J.J. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Roved By. F.K. Rend Sy, F.K. Raved BY F.K. Rend By: F.K. Dote: 1/27/04 Dote: 1/8/04 Date: 12/24/02 Dote: 8/15/01 Date: 10/24/00 EXTRUSION PROFILES & B.O.M. Senes /eeodei: F -6000 •• • • Revhdens: E —NO CHG THIS SHT Revisions: D ADD ITEM 10 AND UST SILICONE 80.5 C —NO CHG THIS SHT. Revisions: REDRAWN me ALUMINUM FIXED WINDOW Scats: NTS Sheet: 7 al Drown* No. 550 Rev. VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" — 2.688" WH WINDOW HEIGHT "TIP TO TIP" — 2.688" • •••. • • ••• • •• •• • • • • •• • • • • • •• • • • . ••. •••. • •••• •• •.•• •••• ••. • • • • •• •� • • 3/16" ANNEALED -- OR 3/16" TEMPERED TYPICAL GLAZING DETAIL 3/16" GLASS REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 2748, 2756, 2758 & 3853 1 DETAIL E WELDED CORNER ASSEMBLY //k Robert L. Clark, P.E. PE 1139712 WELD / SEAM SEALER piglet Ida Nom .t1 Qi }7r!iY . . ag.e1 ^ •.x e" �� - --- INDUSTRIES Drawn 8y: J.J. 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 DETAIL D KEYED CORNER ASSEMBLY SEMI SEA •. ••• • • • • • • • f • • J •••• /• • • • ••• • • • • • • •••• • • • • • • •••• • 90° SCREWED CORNER ASSEIMBLY • • . • • • • • •• • • DETAIL C. Rowed By. Oat& Revisions: F.K. 1/27/04 E —NO CNC THIS SHT Roved 9y: Date: Revisions: F.K. 1/8/04 D —ADD DETAILS D & E, CORNER CONSTRUCTION Raved By: Date: Revisions: F.K. 12/24/02 C —NO CHC THIS SHT. Rend By: Date: • Revisions: F.K. 8/15 REDRAWN Description: GLAZING & CORNER DETAILS DDa: ALUMINUM FIXED WINDOW Series /Modal: F -6000 10/24/00 NTS Sheet: I Crowing No. 8 0 550 • • • • Rev. Table 1. COMPARATIVE ANALYSIS (1/4" TAPCON ANCHORS) & FTL -3853 GLASS: 3/16" TEMPERED TEST REPORTS: FTL -2818, FTL -2819, FTL -2820 WINDOW WIDTH WINDOW HEIGHT 26.000 39.000 51.000 60.000 19.125 100.0 -135.0 100.0 -135.0 100.0 -135.0 100.0 -135.0 24.000 100.0 -135.0 100.0 -135.0 100.0 -135.0 100.0 -135.0 26.500 100.0 -135.0 100.0 -135.0 100.0 -135.0 100.0 -135.0 37.000 100.0 -135.0 100.0 -135.0 100.0 -135.0 100.0 -135.0 48.000 100.0 -135.0 100.0 -135.0 90.6 -90.6 90.6 -90.6 60.000 100.0 -135.0 100.0 -135.0 80.3 -80.3 58.0 -58.0 97.000 100.0 -135.0 78.9 -78.9 77.2 -77.2 58.0 -58.0 111.000 100.0 -122.9 69.6 -69.6 63.0 -63.0 58.0 -58.0 120.000 100.0 -112.6 65.5 -65.5 55.8 -55.8 57.3 -57.3 Table 2. COMPARATIVE ANALYSIS ( #12 SCREW ANCHORS) & FTL -3853 GLASS: 3/16" TEMPERED TEST REPORTS: FTL -2818, FTL -2819, FTL -2820 WINDOW WIDTH WINDOW HEIGHT 26.000 39.000 51.000 60.000 19.125 100.0 -135.0 100.0 -135.0 100.0 -135.0 1 NAY ti a 35.0 ; 135.0 24.000 100.0 -135.0 100.0 -135.0 100.0 6 .-1353 10AQ 100.0.i32.1 26.500 100.0 -135.0 100.0 -135.0 100.0 '*-1:5!0 37.000 100.0 -135.0 100.0 -135.0 94.6 • :Virg 94.6 • -94.6 48.000 100.0 -135.0 100.0 -135.0 90.6 • .4Q.5 40••••73.0 60.000 100.0 -135.0 89.8 -89.8 80.3 ••;813.8 58.fl.. -58.0 97.000 100.0 -134.6 78.9 -78.9 77.2 .. -�1.2 5tre• -58.0 111.000 100.0 -122.9 69.6 -69.6 • 63.0: -63;0 58A: -58.0 120.000 100.0 -112.6 65.5 -65.5 55.8 2 -56_8 5 • • -57.3. 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Design Pressures for #1/4 tapcons or #12 screws. 4.) Anchor maximum spacing: 6" from corners and 13" o.c. ./L REFERENCE: TEST FTL -2818, 2819, 2820, 3853 Robert L. Clark, P.E. PE 039712 Structural Revsd By Dote: F.K. 12/24/02 Rev4 By: Date: F.K. 8 /15/01 INDUSTRIES Drown By J.J. 1070 TECHNOLOGY DRWE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Revd By Dote: F.K. 1/27/04 Raved By Dote: F.K. 1/8/04 Dote: 10/24/00 Series /Modok F -6000 ScoIo: NTS Sheet: 9 0110 •.•• • • • •• 0 • Drawing No. 550 0 000. • • ••••■ 0000. • •0•• • • • • •• • • • ••■• • • Revisions: E- UPDATE TABLES Revisions: 0 -CHG ANCHORS, SPACING & MAX. PRESSURE Revisions: C - NO CHG THIS SH1 Revisions: REDRAWN Description: COMPARATIVE ANALYSIS, NON - IMPACT 3/16T rte: ALUMINUM FIXED WINDOW Rev: E TEST REPORTS: Table 3. COMPARATIVE ANALYSIS GLASS: 3/16" ANNEALED FTL -2748, FTL -2756, FTL -2758 & FTL -3853 WINDOW WIDTH WINDOW HEIGHT 26.000 37.000 19.125 100.0 -120.0 100.0 -115.1 24.000 95.1 -95.1 85.7 -85.7 26.500 81.0 -81.0 77.4 -77.4 37.000 78.6 -78.6 40.0 -40.0 48.000 59.2 -59.2 40.0 -40.0 53.125 53.6 -53.6 40.0 -40.0 60.000 48.4 -48.4 37.0 -37.0 74.000 42.2 -42.2 28.9 -28.9 3/16" ANNEALED GLASS NOTES: *rer.etb Date 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Reseed Ry: F.K. Roved 8y: F.K. 50v8d Ely F.X. Roved By F.K. 1840: 1/27/04 Date: 1/8/04 Date: 12/24/02 Dote: 8/15/01 Date: 10/24/00 Series /Modal: F -6000 Sco/a NTS - • • • •• • • •••• • • •••- • • .• .- Revisions: E- UPDATE TABLES &Malone: REDRAWN Sheet: 1 0 of 10 • .••. .... •.• - •. •• • • • •••- ••.• • •. • Revtakns: 0 -CHG ANCHORS & SPACING Revisions: C -NO CHG THIS SHT. •. •• • •- • •. •• • • • • • •.•• •• • • • • • • • .... • •• •••. •- • • • • Drawn By. HG J.J. 0esartPDOn: INDUSTRIES COMPARATIVE ANALYSIS, NON - IMPACT 3/16A Taro: ALUMINUM FIXED WINDOW Drawing No. 550 Rase: E • • • • • • 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for 1/4" tapcons or #12 screws. 4.) Anchor maximum spacing: 6" from corners and 13" o.c. REFERENCE: TEST FTL -2748, 2756, 2758, 3853 A r/X- t Cfr Ro ere L. Clark, RE. PE 839712 Structural ••- .• ••- ••• • ••- • .- • ••• • •••- • MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Aluminum Single Hung Window (TG -A) ", sheets 1 through 9 of 9, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/31/01 with revisions 11/03/03, 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 he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.02 and, consists of this page 1 and evidence page E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • .•.. • . • •. . . • • • • • • • • • • MJ • ''ArDE COUNTY, FLORIDA • • • • • • • • ; • ; mE -I FLAGLER BUILDING • • • • • ; • 140 VrEST Fj,AG'Y.�•tt STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •. • • • •• ••• •• • • • .• • • .. • • • • • ••• •• • .. • ••S • ••••• • ••. ••• • •... • • • • •••• • • NOA No 04- 0203.Q2 Expiration Date: September 30, 2006 Approval Date: April 22, 2004 Page 1 PGT Industries A. DRAWINGS • . .. • ...... • • • • ... • • • • • • • • • . • • • . . • • • • • . .. • . ... • . ... NOTICE OF ACCEPTANCE: EVIDENC SUBMITTED • •• • • • •• ••• •• • 1. Manufacturer's die drawings and sectiob,s. • • '. 2. Drawing No 2736, titled "Series "Alut+ninuin tingle fItmg % tidow (TG -A)" Sheets 1 through 9 of 9, dated 04 /18/01 and last revised on 11/30/03. B. TESTS 1. Test reports onl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3654, signed and sealed by Joseph C. Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per SFBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0516.10" C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. 2. Anchor Calculations dated 5/2/2000, last revised on 08 -09 -2001, prepared, signed and sealed by Robert L. Clark, P.E. " Submitted under NOA # 01- 0516.10" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA# 01- 0516.10" E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0203.02 Expiration Date: September 30, 2006 Approval Date: April 22, 2004 PGT Industries E -2 • • • •• • • .. .. • • • .. • • • • • • • • • • • • .•• • • • • • • • • • ••. • • • • • • • • ..• • • • • • • • •• • • ••• • • • • • • • • • • • ••• • • • • NOTICE OF ACCEPTANCE: • • 2. Statement letter of no financial interest,•dated,May 1,;09 signed by Robert L. Clark, P.E. • ••• • • • .• "Submitted under NOA# 01- 0516.10: • • • • • • ••• • •' 3. Laboratory compliance statement as part of test reports for Test Report no. FTL- 2959, 2960, 2961, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0516.10" 4. "Expedite" file review request dated July 23, 2001, by PGT, signed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0516.10" G. OTIIER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, is E Deputy Director, Product Control Division NOA No 04-0203.02 Expiration Date: September 30, 2006 Approval Date: April 22, 2004 COMPARATIVE ANALYSIS FOR: OLA83: 3/18 TEMPERED PTE- 2958 Window Width Window Height 28.000 (4) 35.375 (4) 50.625 (4) 83.000 (8) 78.000 (6) nog pos nag pas nag pos nog p0s nog pos 19.125 (2) - 135.00 58.87 -135.00 58.67 - 131.80 56.67 -84.89 98.87 . 73.01 56.67 24.000 (2) - 139.00 08.67 - 135.00 88.87 - 12428 56.67 -84.89 98.67 -63.64 56.67 28.500 (2) - 138.00 68.67 - 135.00 56.87 - 123.98 58.87 .62.11 56.67 40.55 50.67 32.000 (3) - 135.00 50.67 - 135.00 86.87 - 123.95 56.67 40.04 56.87 .56.41 56.41 37.000 (3) . 138.00 58.87 - 135.00 88.87 - 116.74 56.07 -80.04 56.67 -88.04 5584 40.000 (3) 435.00 88.97 - 122.25 56.67 - 103.04 86.87 - 80.04 56.67 -65.00 85.00 44.000 (3) -13900 86.87 - 108.03 58.87 - 69.86 56.87 .80.04 55.87 -55.00 55.00 48.000 (3) - 132.20 56.87 - 96.78 56.67 - 78.72 56.87 -70.21 56.67 .88.00 55.00 53.129 (4) 117.70 86.67 -86.39 58.67 -68.62 58.87 40.56 56.67 - 55.00 55.00 COMPARATIVE ANALYSIS FOR: CLASS; 3110 ANNEALED PTE.- 2980 Window Width Window Height 25.000 (4) 35.370 (4) 50.825 (4) 83.000 (6) 78.000 (6) m9 pas nog pos nee pas nog P08 nog pos 19.128 (2) - 120.00 58.07 - 120.00 66.67 - 120.00 56.87 -94.69 98.87 -73.01 56.67 24.000 (2) 420.00 66.67 - 120.00 56.67 - 120.00 66.67 -84.88 56.67 -83.64 58.67 28.500 (2) -120.00 6607 -12000 68.67 -120.00 58.67 - 62.11 68.67 4058 5904 32.000 (3) - 120.00 86.07 - 120.00 56.67 - 101.70 56.67 -80.04 5847 -90.41 91.28 37.000 (3) 420.00 56.67 42000 56.67 -86.40 88,67 . 70.60 56.87 -55.04 50.03 40.000 (3) - 120.00 50,67 418.60 56.87 -80.80 88.67 - 85.80 56.87 - 55.00 50.00 44.000 (3) -120.00 56.87 - 108.03 56.67 -73.10 56.67 49.20 56.67 -5230 50.00 48.000 (3) - 120.00 58.67 -96.78 56.87 - 64.80 56.67 - 53.80 53.90 -48.00 48.00 53.125 (4) - 117.70 56.67 -6539 96.67 -5950 56.67 47.90 47.90 - 43.10 43.10 z W w 5„ ce MAX. c w J < 1 0" a MAX. U z MAX. HEIGHT 76.000" MAX. WIDTH 53.125" MAX. FIXED LITE DAYLIGHT OPENING 49.125" CENTERLNE OF MEETING RAIL MAX. VENT -- DAYLIGHT OPENING 48.125" NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 B) FTL -2960, 3/16" ANNEALED, 53. 125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 9 FOR SECTION DETAILS b MAX. FIXED L[E HEIGHT FROM BOTTOM OF MEETING RAIL 37 5/8" MAX. FIXED LITE DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 34.500" Robe ft L. Clark, P.E. PE #39712 Structural 3/16" GLASS�� 3/16 GLAZING DETAIL INDUSTRIES ALUMINUM SINGLE HUNG WINDOW (TG -A) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 COMPARATIVE ANALYSIS NOTES: 1.1 Numbers In 11 parentheses are vuantityof anchors oar side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table 45761131300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Number, are for 010 screws or 3N0' Tepcons. (512 screws may be used Instead of 010's) 5.) Anchors 5.00" max. from each comer and 5.00" max. on either side of meeting mil. • • • • Max. anchor spacing of 16" at Jambs and 20" at head and sill. • • • • • •• • TOte: Drown 6y. F. .375 MIN. GLASS BITE Revsd By Dote: F.K. 11/03/03 Reved 6y: Dote: F.K. Dote: 8 /01 •••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • h1 DIviikat •••• • • •••• B CI THIS •S?l • • • Revisions: • • • A- REDRAWN Dascrtption: FLANGED W/ 3/16T OR 3/16A GLASS Sertea /MOdek. Scote: Sheet: Drawing No. NOKOMIS, FL 1 34274 SH -4000 NTS 1 or 9 2736 • • • • • PHO1*/CT RRiSS� • • Mren�d}�•I�t4ilMill • 5011965Cede •••• AccnpMwt No a_ ' _t - OZ• Dam •:e12.,...1(.4.., • R ev: • • r . MAX. FIXED LITE MAX. HEIGHT VERTICAL SECTION MAX. FIXED 1 !TE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING //r /Q Robert L. Clark, P.E. PE #39712 Structural NON— IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 7f•QQQ 6) FTL -2960, 3/16" ANNEALED, 53.125 x 7 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIC� f ', • • • • • •• •• ItT INDl1STRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 MAX. DA "LIGHT O°TN;NG MAX. DAYLIGHT OPENINC MAX. WIDTH HORIZONTAL SECTION Drown By: Date: 11/03/03 Raved By Date. /18/01 • • • • • •• • • • • • • • .... • • F.1f: El—A/5 1/2" 1.G. •G Raved By: Oats: - Revisions: F. K. 8/31/1 REDRAWN •. • • • • ••• • • • • • • •• • 2.000" Description: SECTIONS FROM SHEET 1, 3/16 GLASS Tare: ALUMINUM SINGLE HUNG WINDOW (TG -A) Safes /Model Scale: Sheet: Drawing No NOKOMIS.FL 1529 34274 S H -4000 NTS 2 °a9 2736 .• • • • • • • •••ACT • dcom • sNe • n�u • O•ds Product Cant* • •✓• • • • • • • • • %ND GANG BEAD R 25.000 (4) 00.378 (4) 60.825 (4) 03.000 (5) ae0 Pos na9 Ppa MOB Poe 009 Po8 48.00 68.67 -76.00 86.67 - 70.00 66.67 -69.40 86.67 -75.00 58.67 .75.00 58.67 -75.00 00.87 -59.80 58.87 -75.00 0687 - 75.00 56.87 - 70.00 58.67 .58.50 58.130 -7500 5667 .87.80 58.67 -57.40 55.67 - 80.00 50.80 MAX HEIGHT 78.000' MAX HEIGHT 53.000' 6 a 110' MAX, 10 5" NAX. WIDTH 53.125' - MAO. FIXED LITE DAYLIGHT OPENING 49.125" -+ 0 - -CENTERLINE OF NEETING RAIL •- 1.14X. VET DAYLIGHT OPENING 46125' J MAX. WIDTH 37.000' MAX. FIXED LOT OAYUGHT OPENW8 33.000' -► TENIERLINE OF MEETING RNL VENT DAYLIGHT OPENING 31.875' J MAX. FIXED UTE DAYUGHT OPENING 34.500' MAX. VENT DAY1(037 OPENING 34.500' f MAIL FIX LITE DAYLIGHT OPENING 78.000' MAX. VENT DASUGAT OPENING 25.000" MAX. FRIED UTE HEKJ77 FROM BOTTOM OF MEETING RAIL 37 5/6' MAX FIXED UTE HEIGHT FROM BOTTOM OF MEETING RAIL 3) I/8' FTL -2981 NON - IMPACT WINDOWS I.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8" 0C IBLE STRENGTH ANNEALED. 5 B) FTI -2963, 1/8" DOUBLE STRENGTH ANNEALED, 3 2.) SFTUIILRS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PST ARE NOT APPLICABLE IN 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS FTL -2963 Robert L. Clark, P.E. PE #39712 Structural COMPARATIVE 9NALT818 FOR. •LAS81 088 ANNEALED FTL. 2981 Window Width 19.126 (2) 24.000 (2 26.500 (2) 32.000 (3) 37.000 (3 40.000 (3 44.000 (3 48.000 (3) 83.128 (4) Wbdow Height 25.000 (4) nog POs 38.378 (4) 009 Pas .75.00 -70.60 58.87 -78.00 -75.00 68.67 88.07 .75.00 -75.00 -78.00 -78.00 - 78.00 5897 - 78.00 -75.00 -7600 86.87 88.07 56.87 50.625 (4) nag Poe -78.00 68.67 .74.50 .70.00 56.97 88.87 58.79 I 58.67 40.91 1 60.91 -49.27 49.27 47.80 48.50 42.50 47.50 -45.10 58.67 68.67 88.67 8897 68.67 -4320 56.67 86.50 82.50 47.80 4890 43.20 63.000 (8) 9 56.07 49.00 00.00 40.00 35.70 -30.90 30.90 -29.70 29.70 78.000 (8) nag 900 -4381 -38.18 -38.33 43.81 38.18 38.33 -57.40 -00.80 .45.30 .40,00 -35.70 - 45.02 48.02 .43.70 4020 35.70 33.70 43.70 40.20 36.70 33.70 .3384 33.02 -33.00 -32.80 -2990 -27.80 33.84 33,02 33.00 32.80 2680 27.60 C041PARATIVB 1NALY818 FOR, 1Nlndow Width 19.125 (2) 24.000 (2) 28.800 (2) 32.000 (3) 37.000 (3) 3.125 x 76.000 7.000 x 63.000 COMPARATIVE ANALYSIS NOTES. L)llumbelo M (I parentheses are at/aunts of anchors per side. 2.) Nagaeve Design Loads based on Comparative Analysts and Olaee Table A5774 81300. 3) P6ORiva 0e0gh Loads bused on Comparative Ahmysis and Water Test 970191[1e. 0.) Numbers are for 610 001ewa or 34111' Tolman. (912 screws may he used instead of 610'e) 6.) Anchors 5.00' man. from each canter and 5.00' max. on Mater side of meeting 7011. Max. anchor spacing of 16' at jambs and 20' at head wed 610. MIAMI -DADE COUNTY 1/8 GLAZING DETAIL , F.K. INDUSTRIES Drawn By: F.K. 1070 TECHNOLOGY DRIVE P .O. BOX ' NOKOMIS, FL 34275 NO , Revsd By: F.K. Dat B 4 /18/01 Series/Mode Dote: Re ti • -• 1 0/03/03, B- 0 CHD THIS • Sf{ f : • • • • Date: R.48%0114: • • • 8/31/1 REDRAWN Description: FLANGED W/ DSB GLASS Tito: ALUMINUM SINGLE HUNG WINDOW (TG -A) 529 Sheet KOMIS FL 34274 3 of 9 Scale: NTS Drawing No 2 736 Row 8 OLA98h 068 ANNEALED Window Height • • • • • •• • • •••• • • •••• • • •• • •• • • • • • • • 90 -93.70 43.70 ••• • • • •••• ••• • • • • • • • • • ••• - r� • • • • �1ie•Cede • •• • • •••• • FT.- 2963 • • • •• • 02 • •• • MAX. HEIGHT r MAX. FIXED LITE -� 2.129" VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING /d1 Robert Clark, R.E. PE #39712 Structural MAX. DAYLIGHT OPENING VAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON — IMPACT WINDOWS •••• • 1.) TEST REPORT, GLAZING, MAXIMUM SIZE • A) FTL -2961, 1/8" DOUBLE STRENGTH ANNr/►L•ED, i53. 126.). 76.000 8) F7L -2963, 1/8" DOUBLE STRENGTH ANN1 4J ), x'6 51000 2.) SHUTTERS ARE REQUIRED AT ALL INSTAL IATIC ' •••• • • • • •••• • • •• •• • • • • • • • • PRODUCT Revell • • • . o w. • • • Coae x• • 2.000" . •• • • •. • • • • • FAT INDUSTRIES Drown By F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Revsd By: F.K. Dote: 11/03/03 Raved By: Dote: F.K. 8/31/1 Date: 4 /18/01 Series /Model: I Scale: SH -4000 NTS R•104 8 -1J0 CRG THIS•gtin' • Ravielane: • • • REDRAWN • • Description: SECTIONS FROM SHEET 3, 1/8 GLASS rue: ALUMINUM SINGLE HUNG WINDOW (TG -A) Sheet: 4 oi9 Drawing No. 2736 Rev. 8 MAX. HEIGHT 48.750' MAX. HEIGHT 70.000' 10' 1 5 ' MAX. 1 10' 5' MAX. 1 NAX. WIDTH 53.125' MAX. FIXED UTE DAYLIGHT OPENING 49.125' 0 - - CENTERLINE OF MEETNO RAIL - -- -r- MAX. FIXED LITE DAYLIGHT OPENING 33.000' 0 MAX. WIDTH 37.000 - CENTERLINE OF SEEING RAIL �-- MAX VENT DAYLIGHT OPENING 32.000' -► MAIL FIXED LITE DAYLIGHT OPENING 20.750' MAX. VENT DAYLIGHT OPENING 20.750' MAX. HEED LITE DAYLIGHT OPENING 31.375' MAX. VENT DAYLIGHT OPENING 31.375' T MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING RAIL 23 7/9' NON -- IMPACT WINDOWS 1.) LEST REPORT, GLAZING, MAXIMUM SUE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 53. x 48.750 B) FTL - -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADS COUNTY 4.) SEE SHEET 6 OF 8 FOR SECTION DETAILS MAX F1580 WE HEIGHT FROM 8011:08 OF MEETING RAIL 34 1/2' FTL -2962 FTL -2964 �r �` Ro L. Clerk, PE. PE I59712 Structural 3/32' GLASS COMPARATIVE ANALYSIS 800 GLASS: 68B ANNEALED PTL -2982 Window Width 26.000 (4) nog .75.00 -75.00 18.126 (2) 24.000 (2) 28.800 (2) 32.048 (3) 37.000 (3) 40.000 (3) 44.000 (3) 48.000 (3) 53.128 (4) .78.00 68.70 63.70 42.60 -99.60 -67.80 -58.80 Pos 88.87 85.67 96.67 06.87 56.67 85.80 Window Height 38.378 (4) ne9 46.50 -88.48 Pos 48.750 (4) 90 5 pos 8948 58.48 -88.40 -48.00 40.30 68.48 48.00 39.30 88.67 59.67 88.87 -34.85 -30.20 -27.70 34.90 3120 27.70 -25.00 2800 -38.70 -35.01 -35.00 36.00 .35.00 43.90 -3020 -2870 38.70 38.01 35.00 30.00 30.00 33.60 3020 26.70 42.60 22.60 COMPARATIVE ANALYSIS FOR: GLASS: 6SD ANNEALED PTL- 2894 Widow Width 19.125 (2) 24.000 (2) 26.500 (2) 32.000 (3) 37.000 (3) Window Height 28.000 (4) nog P.m -78.00 -75.00 -7850 -88.70 40.26 38.375 (4) nog 505 86.67 86.87 86.67 56.67 56.67 .78.00 -97.00 -60.70 .48.00 49.30 80.625 (4) n06 pea 88.87 55.10 50.60 42.60 35.40 63.080 (4) 90 0 Pas 56.67 56.67 50.57 46.00 39.30 70.000 (6) ne9 pus -0870 48.70 -14.40 44.40 -41.80 41.90 .35.70 35.70 -31.10 31.10 '03.80 45.10 -50.80 -42.80 -36.40 -42.40 3894 -37.19 -32.50 -0810 42.40 38.84 37.19 32.80 28.10 COMPARATIVE ANALYSIS NOTES: 1.1 Numhens m ( LPlaenthasae are quantity glinchors Per slaty. 2.) Negative De:Aga Loads based on Comparative Analysis and Glass Table ASTM 81300. 3.) Poagire Dea15a Loads based on Comparative Analysis and Motor Teat Pressure. 4.) Numbem are tar 010 screws or 3116° Tapoo:m. (012 screws may bo used Instead of 010'0) 5.) Anchors 5.00" max. from each comer and 5.80' mss. on either aide of mooting mil. Max. anchor spacing of 18' at jambs and 20' et head 008 sill. •••• • • • • •••• • • • • •• • ••• • • • • • •• • • • • •••• • • • • • • ••� •••• • RE•tseits • 5.2 • • .375 MIN. GLASS BITE • • •• •• •• • • • • • 3/32 GLAZING DETAIL Revad 8y: Dote: R•" • • • •••• Dote F.K. 10/03/03 : B -N Cht THIS • SPIT : • • . 8/31/1 1 ..1� t P1DeeacWUe1 • • INDUSTRIES Lamm Dm By: F.K. 1070 TECHNOLOGY DRIVE P.O. NOKOMIS, FL 34275 NOKOMIS, FL 34274 R evsd 5y F.K. Dote /18/0 ALUMINUM SINGLE HUNG WINDOW (TG -A) Serres/MOdel: BOX 1529 MIS SH - 4000 04819: NTS Sheet: 5 a 9 Droving No. 2736 • • Rov)aions: REDRAWN •• • OeecripUon: FLANGED W/ SSE] GLASS Tide: Rev: 8 • • • MAX. HEIGHT - MAX. FIXED L'TE VERTICAL SECTION MAX. FIXED LU E DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING /77// Robeft L.`aark, P.E. PE #39722 Structural — MAX. DAYLIGH OPENING — VENT FIXED LITE MAX. DAYLIGHT CPENING MAX. W'DTH HORIZONTAL SECTION NON — IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962, 3 /32" SINGLE STRENGTH R) FTC -2964, 3/32" SINGLE STRENGTH • •• •• 15 2 000" • • ANN? 124.0 480750 ANN. J. p. • 37.000 x V:000 • •••• • • •• • • • • • • • • • • • • • PRIIDIJCT Rev�gp• • • • • rasomapb1 wph tae 65Rfr • �iY®�' •. 02 •S I aNmDUB +.::.fc %lx!% • • • • •• • • • INDUSTRIES Drown Ey: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Raved y Dote: R v s . F.K. @ 11/03/03 B 7�0 0.G THIS •S • • Revsd By: F.K. Data: 8/31/1 seewmode1: SH -4000 .- 41-.-aa4111- • • Revisions: REDRAWN •• • Dote: / 8 /01 Description: SECTIONS FROM SHEET 5, 3/32 GLASS 11tle: ALUMINUM SINGLE HUNG WINDOW (TG -A) Seale NTS Sheet 6 at9 Droving No. 2736 Rev. 8 1 16 1.609 2.000 -� t ( 2.129 1.462 -+ .062 .500 .062 1.139 2.000 1 1.369 2.600 .675 050 I ^+ - 2.050 HEAD EXTRUSION () SILL EXTRUSION .063 -►-�I , 2.100 l .500 ITEM 1 FANGED FRAME HEAD 2 FLANGED FRAME SILL 3 T FLANGED FRAME JAMB 4 FIXED MEETING RAIL 5 //8 x 1.000 QUAD PAN HEAD SMS 6 SASH TOP RAIL 7 SASH BO1TOM RAIL 8 SASH SIDE RAIL 9 SASH STOP 66387 6063 -T6 10 SASH CAM INSERT (L.H. & R.H.) 42800 PGT 11 /8 x .750 QUAD PAN HEAD SMS 7834PA SPENCER OR = 12 WEATHERSTRIP, VINYL BULB W /LEAF 6TP249 TEAM PLASTICS 13 SWEEP LATCH 71096 MINIATURE DIE CASTING 14 /8 x .625 PHILLIPS FLAT HEAD SMS 7858 SPENCER OR = 15 BALANCE CALDWELL 16 WEATHERSTRIP, .187 x .270 FIN 61062 TEAM PLASTICS 17 WEATHERSTRIP, .187 x .200, FIN 67919 SCHLEGEL 18 BALANCE TAKE -OUT CLIP 7121 UM CALDWELL 19 SILICON GLAZING SEALANT 62899 DOW, GE OR EQUAL �3 JAB EXTRUSION .062 -� L I -1.963 - -► .976 f 1.898 ® SASH TOP RAIL EXTRUSION REFERENCE TEST REPORTS: FTL -2959, FTL -2960, FTL -2961 FTL- 2962, FTL -2963, FTL -2964, FTL -3654 .062 -� J STANDARD VEETING RAIL 7 1.852 .926 1.817 C7 SASH BOTTOVi RAIL EXTRUSION IJ,S Rohn L. Clazk, A.�. PE #39712 Structural ® 29 1/2" I.G. GLASS 0118"A,1/4"S,1 8 A) 30 INSULATED GLAZING BFAD 1253 31 SWIGGLE 8 SASH SIDE RAIL EXTRUS ON INDUSTRIES Dross Br Rite: • F.K. Raved ay- F.K. .926 • Date: 11/03/03 Rend By: Dote: F.K. 8/31/1 Date: 4/ 8/01 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Series /taodeL NOKOMIS, FL 34275 NOKOMIS, FL 342741 SH -4000 Saute: NTS EAM QLASTICS • • • • • • • • • • • • • • Sheet of •••• • • • •••• • • • • •• • • • • •••• • • • • • • • • • PRODUCT REVUE* • • • • so aaoptytog•AA the Real • 1.187•x.. ••• • • mu N,O4 -aio , 2 ■ •• •• • RaW + ;,Z�1!•= • • • ALUMINUM SINGLE HUNG WINDOW (TG —A) Drawing No. 2736 • 1?EMS 2� • • •• • • Revisions: REDRAWN •• • Deseriptbrr. PROFILES & PARTS LIST Rein B 2G 21 22 23 24 25 26 27 28 DESCRIPTION PGT # VENDOR SSB 3/32" ANNEALED GLASS DSB 1/8" ANNEALED GLASS SSB & DSB GLAZING BEAD 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 3/16" GLAZING BEAD 18 x 1.000 QUAD PAN HEAD SMS 1" x 1.5" OPEN CELL FOAM PAD SCREEN ASSEMBLY 62703 62704 62705 6534521 781PQ 6534522 6534523 6534524 65200 65196 781PQ 6063 -T6 6063 -T6 6063 -T6 6063 -T6 SPENCER OR 6063 -T6 6063 -T6 6063 -T6 FLORIDA SCREEN 01? = FLORIDA SCREEN OR SPENCER OR = VENDOR # 534521 534522 . 534523 534524 AF -6387 TP -249 PGT.214.XX FS7826 -187 FS7919 -187 05 -200 05 -196 1 x WOOD BUCK .250 - MAX 2 x WOOD BUCK \ I-I .250 — MAX ° 11 r- .250 max T - { 1.250 .250 MAX. 1.250 1 2 x WOOD BUCK GURATIONS NDIJSTRI TYPICAL JAMB CONFIGURATIONS 3/76" TAPCON #10 PANHEAD -- OR #12 PANHEAD Orovn By F.K. 1070 TECHNOLOGY DRIVE P 0. BOX 1529 NOKOMIS, FL 34275 N0 , Rend By. F. K. Rered BY F.K. Oo< 4/18/01 ales • • • Z xWOOD •• MAX. BUCK • .277 Dote: 11/03/03 NTS 1.250 !+ 0 • • 00 00 • • •• •• • • • • • Sheet 8 o! .384 A • • ° •••• • • • • •••• • • ALUMINUM SINGLE HUNG WINDOW (TG -A) Seder /Model: KOMIS FL 34274 SH - 4000 Droving No. 2 736 • • • • • • • PRODUCT REVD • • • • n theNada • A Be�j�'.02 • • • 6 CRG TH!S.S -?r: • li • • Dots: Revisions: 8/31/1 REDRAWN •• • Deserlptlon: ANCHORAGE DETAILS Men Rov B TYPICAL HEAD CONFIGURATIONS A 1.250 — 3/16" TAPCON f 1.250 #10 PANHEAD OR #12 PANHEAD NOTES: 7.) REFERENCE TEST REPORTS: FTL -2959, F7L -2960, FTL -2961, F7L -2962, FTL -2963, FTL -2964 2.) ANCHORS ARE #10 SCREWS OR 3/16" TAPCONS. ( #12 SCREWS MAY BE USED INSTEAD) .3.) ANCHORS ARE LOCATED 5" FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MEETING MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL. #10 PANHEAD OR #12 PANHEAD RAIL. TYPICAL SILL CONE A/ 7 - Robert L. Clark, PE, PE 1139712 StructW d1 L- Z L�. LU w 5 a w w 0 z 10" o MAX. U Z MAX. HEIGHT 76.000" 5" MAX. J�. MAX. WIDTH 53.125" MAX. FIXED LITE DAYLIGHT OPENING 49.125" - CENTERLINE OF MEETING RAIL - MAX. VENT DAYLIGHT OPENING 48.125" NON -- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -3654, 1/2" !.G., 53.125 x 76.000 (1/8" ANNEALED, 1/4" AIR SPACE, 1/8" ANNEALED) 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 9 FOR SECTION DETAILS MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RAIL 37 5/8" MAX. FIXED _ITE DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 34.500" Robert L. Clark, P.E. PE #39712 Structural COMPARATIVE ANALYSIS FOR: GLASS: 112" I.O. G ass (118 "A, 114" Air Space, 178 "A) F7L- 3654 Window Height 20.500 (2) -130.0 32.000 (3) -135.0 37.000 (3) -135.0 Windcw Width 18.125 (2) -135.0 24.000 (2) .135.0 38.375 (4) nag Pas 26.000 (4) ne0 Pos 58.7 58.7 58.7 56.7 56.7 -135.0 -135.0 -135.0 -122.0 -101.7 59.7 56.7 56.7 56.7 56.7 56.7 58.7 58.7 56.7 40.000 (3) -135.0 44.000 (3) -133.0 48.000 (3) -120.2 63.125 (4) 407.0 -94.5 -85.5 -81.3 -77.6 50.625 (4) nag pos -110.0 -113.0 -89.3 31.5 -72.1 -84.3 -55.7 58.7 56.7 58.7 56.7 58.7 60.7 66.7 56.7 58.7 68.7 66.7 88.7 65.7 63.000 (6) neg P08 -86.0 -77.1 -74.6 -72.8 -112.7 -103.3 -72.8 58.7 50.7 68.7 68.7 56.7 30.0 -50.0 -50.0 -45.6 -72.4 -86.0 -80.7 -53.4 68.7 66.7 56.7 53.4 78.000 (6) nog DOS -98.4 57.8 -55.0 -51.3 -50.0 60.7 50.7 66.0 61.3 60.0 50.0 50.0 6.0.0 49.6 COMPARATIVE ANALYSIS NOTES: 1,)_Numbers in (1 parenthe58s are sca ntily of anchors betgide. 2.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM 61300480. (and ASTM E 1300-04 outside Miami -Dade County) 3.) Positive Design Loads based on Water Test Pressure and (lass Tables A8TM E 1300.88. (and ASTIR E 1300-94 outside Miami-Dade County) 4.) Numbers are for 010 screws or 3116" Tapcons. (012 screws may be used instead of 010•s) 5.) Anchors 5.00" max. from each corner and 5.00" max. on either side of meeting rail. Max. anchor spacing of 18" at Jambs and 20" at head and s111. 1/2" 1/8" ANNEALED GLASS 1/2" I.G. GLAZING DETAIL itT INDUST' ES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Drown Dl: 1/4" AIR SPACE 1/8" ANNEALED GLASS / 3/8 MIN. GLASS BITE F.K. •••• • • • • •••• • • • • • ••• • • • • • • •••• • • • • • • • PRODUCT FIRMED • • • • q.cn1ti'tatPl41�• •• •• • •41 p )'. • '' 1k :1la .7[ti. , • • • By • f " ', + '.mac„,. • • •••• • • • • • •• • •••• • • Renal 8y: Date: Revisions: • • • F.K. 11/03/03B -ADD NEW SHT POR 1,2" I.G Date: 4/18/01 Description: FLANGED W/ 1/2' 1.0. GLASS • • Tae, ALUMINUM SINGLE HUNG WINDOW SartesAdocel: Scale: Street: i Drowing No. P.O. SOX 529 NOKOMIS, FL SH -4000 NTS 9 cl 2736 • • R. • • • • • • Inspection Date: 09/01/2006 Inspector: Devaney, Michael Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: POWERTEC ELECTRICAL ENTREPRISES INC Building Department Comments Thursday, August 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Phone: (954)427 -7357 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspector Comments 1 5 L`''" Page 1 of 2 Date Monday, July 24, 2006 07/24/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: EL -7 -06 -1916 Invoice Number: EL -7 -06 -25652 Applicant: CHRISTOPHER COX Company Name: Owner Address: MIAMI SHORES, FL 33138 Job Address: 500 97 Street NE Miami Shores Village, FL Payment Type Check Number 5241 Amount $164.95 Change $0.00 Total Payment: $164.95 Page 1 of 1 5 Q 4 Miami Shores Village (, i ck VA Building Department BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) C\Il1lgq l Cyr \5 • CiDX • Phone # 5 - 1 - 5 e k - 56 Owner's Address tM W_ City \ S p,t-, State ?.\ Zip -1 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Value of Work For this Permit $ 5 ,6W. Db Type of Work: DAddition Describe Work: Submittal Fee $ Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ 10050 N E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Alteration RECEIVED JUL 1 8 2006 )1,)ML • County Miami -Dade Is Building Historically Designated YES NO x Contractor's Company Name 'jut - eiV E Phone # Contractor's Address W \ Cw City PhVob State [ l Qualifier Name C)() \c6k 1��S State Certificate or Registration No.L:U DOL l Training/Education Fee $ DPBR $ Double Fee $ Permit No. E1.06-1R 16 Master Permit No.ISPZO05 ai 10 r Zip . 4 zip - nbb -1 Phone # Certificate of Competency No. ["Repair/Replace Total Fee Now Due $ 4� � - ro 5 Architect/Engineer's Name (if applicable) - EC EN(1 I I tF Q. \ _ • Phone # v l 59- 1 4-1() -06 1 Square / Linear Footage Of Work: ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ /✓T r CCF $ CO /CC Technology Fee $ Zoning $ See Reverse silea 2 4 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage l endg 's Name j if apulicable) Mortgage f r'4 Ad� a ,Ed vorAl City Signature Signatur Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 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 or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 14 day of ,20by day of 1 .1i , 20 by I � Cu ��S who is personally known to me or who has produced who is personally known to me or who has produced Fl +tiq it As identification and who did take an oath. C (, ''t Wil b ' St as identification and who did tak NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print My Commission Expires: Plans Examiner Engineer Zoning ITEM 3ATN TU3 UNIT FEE ITEM SWITCH OUTLETS UNIT S FEE ITEM • SPACE HEATERS UNIT FEE 3IDET LIGHT CUTLETS 11(/' CENTRAL HEATING 1SNWASHER RECEPTACLES A/C (WIND) ) ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) 3R I NK I N G A FOUNTA I N .SERVICE SIZE I N AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIRJ1fETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPINIG INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY LAUNDRY OVEN ABOVEGROUND TANKS TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MDTCRS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COM). MOTORS OVER 3- 5 Nit' MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8'1♦P TRANSPORTING ASSEABLIES SINK,' SLOP MOTORS OVER 8- 10 if' ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 NP • FIRE 'SPRINKLER SYSTEMIS F I IOL I HATER MOTORS DVER 2I, -100 HP I NG TOWERS CLOSET * INDIRECT MOTORS OVER 100 NP VIOLATION VIOLATION WASTES HATER A/C WINDOW SUPPLY T0: AIR CONDITIONERS A/C UNIT UNIT FIRE STRIP HEATER SPRINKLER . 'HEATER GENERATORS TRANSFORMERS -NEW .INST. HEATER GENERATORS-TRANSFORMERS - REPLACE GENERATORS TRANSFORMERS • LAWN SPRIMIA -WELL SW I • SPECIAL PURPOSE Md I NG POOL WATER.SERVICE • OUTLETS COWITERC I AL • EWER SIGN TUBES CONNECTIONS ,•.SIGN TRMSFORMERS TILITY -SEWER T I L T TY SIGN TIME CLOCK -WATER EPTIC F I XT1 HES • TANK ELAY *ANTENNA . RAINFIELD, TELEVISION OUTLETS . 4' TILE/RES. LIMP VIOLATION & ABANDON SEPTIC TANK DAKAGE REI . PIT CU. FT. ATCH BASIN ISCHARGE WELL )1 STIC WELL 3EA • DRAIN OF . INLET )_AR WATER HEATER !RE STANDPIPE OL I P IP I ha SPRINKLER • LWN SYSTEM? S RANGE TER • • I I I 0 ! SET (GAS) PIPINR 1 1 ! , 1 I { • I. i AN ATPLICATION FOR BUILDING PERMIT MUST ACCOH ANy THIS ADDENDUM, IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building .11/111111.11 es V lllage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Job Address (where the work is being done) 500 (V E q1 ih Suer 4- 72 JUL 1 8 2006 Permit No.EL OG Ma ter Permit No. 920 Zip 3313e Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) cpsrtS COSI SSA Cos, Phone if ''OS • iSci • 5 Owner's Address 600 Km 91 to st City t.4i& r1 i Shores State P L Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO X Contractor's Company Name l leG *YtcaI E 1/i brl( Phone # Q Sta. 78?) • $-I „s Contractor's Address IOW SW 13 Cowrie” City IPornpdrvo 'ectCh State FL— Zip 33069 Qualifier Tyr) `its State Certificate or Registration No. ODZ, j q$ Architect/Engineer's Name (if applicable) 61:::i[C enrieert n5 Phone # 4S 4- LI 10 • 00L1 3 S Value of Work For this Permit 3, Sao • 0') Type of Work: Describe Work: ❑Addition ❑Alteration New e` atCe x t`6+ (l DO tit t Nt.w vy - (1.1 �e t,d 4ev &s • Iota! Fee Now btr (` ofitinr••'; oe opnosty. shit. Certificate of Competency No. Square Footage Of Work: i Repair/Replace 0 Demolition Wt S 1 Qr(-' G►4 tc ei 'SS 'j'uJe i 1. oda T;X f Lrt° re a ****************************F * * *,t * * * * * * * * * * * *** * * * * * ** * ** ** Submittal Fee S Permit Fee S /OD eel° D CCF 5 CO /CC Notary S Training /Education Fee 5 Technology Fee $ Scanning 5 Radon 5 Zoning Bond 5 Code Enforcement 5 Structural Pian Review. 5 Bonding Company's Name (if applicable) NM' Bonding Comp s Address City State Zip Mortgage Lender's Name (if applicable) is414 Mortgage Lender's Address l 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 01? 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 Signatu Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by , day of iu.t who is personally known to me or who has produced who is As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: ai.ran My Commission Expires: ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: Cho 05!13 /03 Contractor The foregoing instrument was acknowledged before me this 20 0(0, by ^ Ucn C'u*di IS to me or who has produced as ideitItetign and oath. MY COMMON # DD 504424 � ( 7 ' IRES: January 8,2010 t9i 1 // � ' ,.: Thiu Budget Nobry Services / f,' My Commission Expires: ************* * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zonine CEIVED JUL 1 8 7006 BY :b'a cI coPY • ^ Issue Date: 7/20/2006 Owner's Name: CHRISTOPHER COX Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 500 97 Additional Information Miami Shores Village, FL Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/16/2007 Contractor(s) Phone Primary Contractor POWERTEC ELECTRICAL ENTREP (954)427 -7357 Yes Comments: INSTALL 6 NEW RECEPTICALES 2 NEW SWITCHES 1 EXT WALL AGRESS LIGHT FIXTURE 1 FLOOD FIXTURE EXISTING ROOM NEW WIRING GREEN FRD WIRE NEW DEVICE Type of Work: LIGHT FIXTURES Additional Info: Classification: Residential 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. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $5.00 $150.00 $3.00 $3.75 $164.95 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL -7 -06 -1916 Phone: 305 - 759 -5077 1132060171540 Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Alteration Underground Rough W W Service Change Meter Box Fire Alarm Relocation Final 0 $ 3,500.00 Invoice Number EL - 7 - 06 - 25652 Total: Amt Due $164.95 QA(. �!. 2 4 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 07/25/2006 Inspector: Devaney, Michael Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Monday, July 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: POWERTEC ELECTRICAL ENTREPRISES INC Block: Zeb • .}}; ��E:• IiNi: :YYi•::::J :iYY Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Phone: (954)427 -7357 Page 1 of 2 Passed / Inspector Comments Ale ie 40/POP" % ,// / . 4. 7 495 / ' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/25/2006 Inspector: Devaney, Michael Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Monday, July 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: POWERTEC ELECTRICAL ENTREPRISES INC Block: Zeb • .}}; ��E:• IiNi: :YYi•::::J :iYY Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Phone: (954)427 -7357 Page 1 of 2 Uplift Report is required for Final inspection. 9/28/06 CG Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/28/2006 Inspector: Grande, Claudio Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: WEATHER GUARD IND Building Department Comments Thursday, September 28, 2006 SEp 2 9 2006 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Phone: 305 - 892 -8493 Page 1 of 2 Date Tuesday, June 27, 2006 06/27/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -2 -06 -501 Invoice Number: RF -6 -06 -25290 Applicant: CHRISTOPHER COX Company Name: Owner Address: MIAMI SHORES, FL 33138 Job Address: 500 97 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 3586 Amount $270.65 Change $0.00 Total Payment: $270.65 Page 1 of 1 Issue Date: 6/20/2006 Owner's Name: CHRISTOPHER COX Permit Type: Roof Work Classification: Roof - New Job Address: 500 97 Street NE Additional Information Miami Shores Village, FL 33138- Comments: INSTALL NEW TILE ROOFING SYSTEM OVER LIVING ROOM Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/28/2007 Contractor(s) WEATHER GUARD IND Phone 305 - 892 -8493 Primary Contractor Yes Type of Work: New Roof Additional Info: Classification: Residential 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. Fees Due CCF Education Surcharge Notary Fee Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $5.00 $250.00 $3.00 $6.25 $270.65 Building Department File Copy (IP/WIL.)/7- it--06-A11} Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -2 -06 -501 Phone: 305 -759 -5077 1132060171540 Lot: PB: Total Square Feet: 800 Total Valuation: $ 8,000.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number RF - 6 - 06 - 25290 Total: JUN Amt Due $270.65 7 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . BUILDING PERMIT APPLICATION FBC 2001 Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Total Fee Now Due $ (Continued on opposite side) -- Z70 Miami Shores Village Building Department (0050 N.E.2nc1 Avenue, Miami Shores, Florida 33138 Tel: (30 • = Fag: 305) 756.8972 ED 2 8 2006 as Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) /in f ,7 4 - 9 C Phone # Owner's Address ' j) � 4,4 1 E 1 City M . ‘1= d ', State r' L Tenant/Lessee Name Contractor's Company Name I/J ^^,, Contractor's Address (l C) City fl ' � 4.401A. Qualifier 0-t LOS Ll Dr state - F L Permit No. er Permit No. Zip �� 1 ,) - Phone # County Mia -Dade Zip NO .R �� ,k Gtr) Phone # ' - 1�J�� v tJ Zip 36 1 it Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit Square Footage Of Work: ,® 06 I Submittal Fee $ CD Permit Fee $ c 57) � / CCF $4 -E Notary $ . 0 Training/Education Fee $ y Technology Fee $ G •�� Scanning $S- 0(...) Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Type of Work: ['Addition ['Alteration ['New 0 ❑ Demolition Describe Work: ' tw c0/04,..n L t J Bonding Company's Name (if applicable) Bonding Company's Address City 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 CONDTITONERS, 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 C'/ NOT .Y Sign: Print My • is ssion E State Certificate or Registration No. APPLICATION APPROVED BY: chc 10/14/03 e Owner or Agent The foregoing instrument was acknowledged before me this 08 day• , 2c b L 1t '+ C c, who is personally known to me or who has produced As identification and who did take an oath. Bonde UB C: NOTAR ! P : LIC -STATE 0 ORIDA 0 ,,ae.•andez 1a.0)1.4 : ipiw c o • Ad.. B 71EiNIIIIW State Zip Signature Con ': ctor . The foregoing instrument was acknowledged before me this 2 1 day of iglikb , 20 pie, by Ga,Y IOS CO ‘10120 who is persn to me or who has produced as identification and who did take an oath. NOTARY PUBLI e ,„,,, Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning SUSAN GOLDBERG MYCOMMISSION # DD 504824 EXPIRES: January 8, 2010 Senkes ********************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Certificate of Competency No. **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Master Permit Number: Contractor's Name: Job Address: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Orc, SO 1 APCEIVE/5 SECTION A (General Informationl Ut EB2 8 2006 i3 t Luci ROOF CATEGORY Low Slope Mechanically Fastened 'Tile Mortar/ 4 0 Asphalt Shingle El Metal Panel/Shingles 0 Wood Shin es/Shak 0 Prescriptive BUR-RAS 150 0 I qbc ROOF TYPE 0 New Roof rl Re-Roofing 0 Recovering 0 Repair El Maintenance Low Slope Area rea (S/F) Steep S ROOF SYSTEM INFORMATION Process Number: L 9 Tata (S/F) Aro foe 1119 ROOF SYSTEM INFORMATION Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers, and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated ressure zones and location of ra 111111111111•1111111111111111M11•11111111111111111111111111WINIIIIIIIIIIIMIIIIIMIIINIIIIIMIIIIIIIIM 111111111111111=11111111111•1111111111•111111111011111111111111111111111101111111111MIIMIIIMINIIIIIIIIIMIIIIIIIIII III111111111111•11111111rnIIMINIIIIIIIIIIMM11111111111111MMIMMIMMIIIIIIMM III•Ill•111MI11111•1111 MIIIIMMI111•1111111 IIIIIIIIIMM1111111111•1111•1111•11111111U111111111111•111W 111111111111111111111111111111111111111111111111111MM ••••1111M11111111111M 111•1111111111111UR 111111111111EM MMIIIIIMI11111111 ••••MI1111111111 111•1111•MMININI ••1111•••• •••••••1111•• WrilM••11111••• 1111•••••• 1111111111111111MMIIIIVIIIIIIIIMMIIIIIMUNIIIIIMMIMME11111111111111 1111111111111•••••N 1•1111111111111111111M ••••••••••••• •111•••1111M1111111111111 N•1111111111• 111111111•1111M111111111 M•111•11111111M11111111M1111111111111111MMIIIMnglIMINININII•1111111•11111111111111111U1111 •111111111111111111111111111111111111•1111111111111111111111111M111111111MIIIMMIM11111111111111111MI III III 111111111111111111111111 1111111111111111111 MI 1111111111111111111 MEM III M11111111111111111111111111111IN Revised as of March, 2002 fAbuinadmlevie101-021counter\forms1Roofing Appendbc1.xls\SECTION A & B 06116/2006 16:26 954 -785 -9820 ..... " . • • ' i'• r:., • •• • • • •• •• - • • • • • • • • - • • ••• • • • • • • • • • a_ • • • • • • • • - 0j0•,y.. • ;,, • • •• • • • . • • • • - - • •• • • • •• •• • 044 Ilk 1 6 2006 jilj )0 B Y - -- ----- - - - - - eO r . Z '.Cr,i, Ler HMP BUILDERS ING PAGE 02 4" /S'raa, ' ' : r` c4#/tSEJ' C • •- • • • • 1• • :4 4,1 7) 0 7 &- • • • • • • • • • .• .•. .•%`7 /"iy`'`7/ Xi{ el, 401 3,1) ( Roof System Manufacturer: i),® q) 7 - lc -- Notice of Acceptance Number: kr, a - 12J c--> . c Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: Maximum Design Pressure (From the NOA Specific System): 8 6 .(0 1 Method of Tile Attachment: \evee- 1 v t_ E-J.E+ L i ) ..,c). ,,, Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: :12 Section D (Steep Slope Roof System) Steep Slope Roof System Description Deck Type: Ridge Ventilation? p(,) Type Underlayment Insulation: Fire Barrier: Mean Roof Height I (r fit) /04- Fasterner Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covereing: Type & Size Drip Edge: r, 1a"0 _�� Q (e� ° ° � ®C . ti V ,civ5 /0.1,; Revised as of March, 2002 f: \buil\$adm \evie \01 -02\ counter\ forms \Roofing_Appendixl.xls \SECTION D SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zones) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of the zoning code, should be addressed as part of the agreement between the owner and the contractor. �. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the current provisions of Chapter 15 (High Velocity Hurricane e.4-3 Zones). The roof deck is usually concealed prior to removing the existing roof system. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. � Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, ruing nail penetrations of the underside of the decking may not be e:Z5. acceptable. This provides the option of maintaining this appearance. Pondering Water: The current roof system and/or deck of the building may not dram wen and may cause water to pond (accumulate) in low -Iying areas of the roof. Ponding can be an indication of structural distress and may require the review of a profession! structural tural engineer. Ponding may shorten the Life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. ePonding conditions should be corrected. . Overflow Scuppers (wall outlets): it is required that rainwater flows off so that the roof is not overioaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not prove. it may be necessary to install overflow scuppers in accordance with the requirements of: 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result In extending the service life of the roof. Own r's/Agent's gnature MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Monier. Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 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: Villa, Roll, and Capri Concrete Roof Tile 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 pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Low Profile Roofing Tiles Materlal: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1 =16W Villa & Roll w = 13" %z" thick Monier Lifeitile LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Anencv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En g, Inc. L= 17" W= 12 3 / %A" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94-084 Product Description PA 112 Low profile, interlocicing, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No.: 02- 1205.05 Explration Date: 12 /16/07 Approval Date: 01/02/03 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25 -7094-1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 0 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Qudc- -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - MI (ft-110) Tile Profile 3 ":12" 4 ":12" 5 " :12" 6 ":12" 7":12" greater Battens or Direct Deck Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Welght-W (ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 3. LINIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 2: Aerodynamic Multipliers - ft 3 ) Tile Profile Monier LifetIIe Villa, Roll and Capri Tile (f) Batten Application ). (ft3 D irect Deck Application 0.267 0.289 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetlle Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri 1110 Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPro 86.61 Polyfoam PolyPro 45.5 4 Large paddy placement of 54grams of PolyPro''. 5 Medium paddy placement of 24grams of PolyProN. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table SB: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marling of the manufacturer's name or logo, or 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 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 S e icy 3 ls' J Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 -50 Job Name ed K Date ,3 Z�b !o . 44-7 / gify_ P <.3 0ON- -P . t;o /20 1 E'-k5ft �' z 0 7,1 J'h JZP �� o i COA. CA-5 purz -Fec a BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 Or, Pre-Tirr *a � 2 1 2C Permit Type (circle): wilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Chri5itptrY ¶ (Wri 5Sa 64 Phone # 506-15c) - 50T1 Owner's Address 500 ME . q1 an E4reet City1larni ShOveS State FL Tenant/Lessee Name Phone # Job Address (where the work is being done) 500 N.E. 4T" 3 reie1 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO tK Contractor's Company Name 14,lh.h, Contractor's Address ID3(O &S. I5 CDUYt Cit Rnrl ano beat h State F 1. Zip 2 j 3 6 1p q Qualifier a4arr9 M. P osit l State Certificate or Registration No.( 6C npci t14 Certificate of Competency No. Architect/Engineer's Name (if applicable) f e*C- _fra,6 Phone # 'Syr ie 73 c c V ) $ Value of Work For this Permit )( 100 e 000 Type of Work: DAddition ❑Alteration Describe Work: P ' e.1504 5-0 Submittal Fee $na£ice Permit Fee $ COO CCF $ td � CO /CC Training/Education Fee $ ` --- Technology Fee $ Notary $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 5000 — I' 2 cie-is °f- l,5 "' hop, 0 6 Total Fee Now Due $ (Continued on opposite side) 00 ❑New Zip ****************************F * ** * **** **** et_ Io,o® 'rejOO Permit No. e Po s- 40 t ster Permit No. 3138 Zip 3 7 - qe B Phone Q5 1 1B J'1555 Square Footage Of Work: Repair/Replice n q Demolition Bonding Company's Name (if applicable) IS/ /A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 A11(L1)AVIT: 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 notoved and a reinsertion fee wi l be charged. • PC. Si s Owner or Agent The foregoing instrument was acknowledged before me this / g day of; 20 BS, by ahr;. a e' an / &ram- &kg who is personally own to me or who has roduced //ar4 kt.. o I 1,0-A S- As identificatio and ho did take an oath. NOTARY PUBLIC Sign: Print: My Commission Expires: 4/au' **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r y , *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** pi* 19 re5 44 `// s APPLICATION APPROVED BY: Chc 05/13/03 ROSALYN Y SHELBY S ! 167349 • ES: NOV 24,2006 Bonded through Advantage Notary Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (�y,� (shit 7 My Commission Expires: 5 1.L0Z , Plans Examiner Engineer Zoning RPRI-20 -2005 11 :28 FROM: Return to • as i_ r. ' 6.1 s - This Instrument Prepared by Harry Posin 1036 SW 13 Court Pompano Beach, FI. 33069 Folio Number 11- 3206 - 017.1540 State of Florida County of Miami -Dade The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance w+th matron 713.13 of the Florida Statutes, the following Information is provided in this NOTICE of COMMENCEMENT Legal description of property: Miami Shores Sec 4 AMD PB 15 -14 Lots 9 & 10 Bik 99 Lot Size 103.500 x 130 or 18835 -1757 12 1999 4 COC 215367.4806 07 2003 1 Street address of property: Description of improvements: Prnperty Owner Name: Property Owner Address: Owner's Interest In property: Fee Simple Title Hoiden Warne. Title Haider Address: Contractor Name: Contractor Melling Address: Surety Name: Surety Mailing Address: Lender Name Lender Mailing Address: Person within the State of Florida designated by Owner upon which notices and other documents may be served as provided by Section 713.1311)(07., Florida Statutes. Name Serve Owner Address Serve Address in addition to himself, the Owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name Serve Owner Address Serve Address Expiration date of this Notice of Commencement: T 600 N.E. 97th Street Repairs to roof Christopher and Carissa Cox Same Fee Simple Same H.M,P. Builders inc. None None gnature of Owner Signature of Owner No NOTICE of COMMENCEMENT APPLY NOTARY aMAL HERS STATE OF FIi. I HEREIN C anginal glad HARVEY R NOTICE of COMMENCEMENT 1036 SW 13 Court Pom•ano Beach, FI. 33069 Amt of Bond S None CF14 20105RIOZ7265 OR 0k 23271 Ps 4879; (lee) RCORD HA ED OF COURT OTA41I -DADE COUNTY, FLORIDA LAST PAGE RDA, GOUNTY - OFD ,oe Cy t r o t r . ;,Eat 4 of the r rtt 50rGOlt wi. .,c 44:44 ..cars.. This Notice of Commencement expires In one year. 041 24654- P 4-. L., a( Printed Signature of owner ` Pnnted Signature of Owrrer theve relied up „j1 a fel Notary Senmw TO :19547859828 P.1 11111111111111111 1111111111111111111111111111 • tl9 -'tio the DATE: TO: FROM: FAX TRANSMITTAL BLDG DEPT NUMBER OF PAGES INCLUDING COVER MESSAGE: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 FAX: (305)756 -8972 Miami Shores Village Hall 2nd Rvietli TRUCTURAL CRITIQ P SHEET 2 ass k j airmet PPt fs X 43 dry weal he r. r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 05 ¢e' Job Name ‘OX CalceAMtildln ' r ci ie t3eain h45 b -cen 5 b'i/ ed a re imes fed ar7 Firs/ Re vr`e : (3/2.2/05) hide de ,f/. c Ili oar Ealcu f a 1-1 and ,s, ewr on 5' ce/' h 1 f5 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE S ° ET Radii/14/7 Refrooli 1� Miami Shores Village Building Department eview S `' UCTURAL CRITI ) M-14,- /5 y .e en,l w 1d Frawe 57i cr - P ,� 4 / a ? / / r- Job ► ame 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No O. ® ?i cox cep ,4J 97 f/ J PA/g SHEET 04 3/ c '7 en- b TY yI . ` ;J-!-174 t /led_ in yi14 bj r y /x6,5 it S heufe filpear A f/ i a //'deed ac--S, Gz eta - ex/SA egg — tLl La,cid Can fr- c fez hie e d5 n pee,n2 /i e4 h ,l e.a l ; upper /mot.L aA �-;�i �vtei 7 15/ ex /, walls n®I rey-__ `Z d ,/ 14 ce de• e d i21 dl.e C eetwi c✓t a5 044 f. H.P.M. Builders Inc. 1036 S.W. 13 Court Pompano Beach, F133069 RE: Christopher Cox Residence 500 NE 97 Street Miami Shores, F133138 May 8, 2006 Mr. Harry M. Posin, Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 In doing an inspection on the above reference residence under permit no4P- 200 - 4 6 I noticed that the rear room adjacent to the living room had been enclosed with CBS walls built without any type of tie columns or tie beams in order to secure the walls. As per the requirements of the Florida Building Code, Existing Building 2004 Edition in Section 407.3.2, "buildings that have sustained substantial structural damage shall comply with the requirements of the Florida Building Code and an engineering evaluation and analysis that establishes the structural adequacy of the damaged building shall be prepared by a Florida - registered engineer or architect and submitted to the building official... 407.3.2.1.1 states that after the building is repaired the evaluation and analysis shall demonstrate that the building, once repaired, complies with the wind provisions of the Florida Building Code, Building. Any work plans for the repairs can be submitted to the Building Dept. as a revision to the active permit to the residence, and field inspections will be conducted in the same manner described by the Florida Building Code. Please do not hesitate to call me if you have any additional questions, Best Regards, Claudio Grande Chief Building Official Issue Date: 4/20/2005 Owner's Name: CHRISTOPHER COX Permit Type: Demolition Work Classification: Building Job Address: 500 97 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/25/2006 Contractor(s) H M P BUILDERS INC. Phone 706 - 226 -1227 Primary Contractor Yes Comments: DEMO ROOF STRUCTURE AND REBUILD PLUS INSTALL COLUMNS Type of Demo: Other Additional Info: ROOF Classification: Residential 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. Fees Due Amount CCF $60.00 CO /CC Fee $50.00 Education Surcharge $20.00 Notary Fee $5.00 Permit Fee $3,000.00 Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $50.00 Scanning Fee $21.00 Submittal Fee ($100.00) Technology Fee $75.00 Total: $3,231.00 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -401 Phone: 1132060171540 Lot: PB: 305 - 759 -5077 Total Square Feet: 0 Total Valuation: $ 100,000.00 Required Inspections Final Invoice Number DEMO - 1 - 06 - 23481 Total: Amt Due $3,231.00 ' JAN 2 4 PAID 44MP. I L esEgS CK-4 oacog2. Amt Paid .32.31 -CC) O NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. HMP BUILDERS, INC. 020092 Check amount: * * ** *$3,231.00 Date: Jan. 18, 2006 Number: 020092 Check paid to: Miami shores village Invoice: COX PERMIT 01/18/06 Paid: 13;231.00 Job: 104003 Christopher & Carissa Cox cox - permit $3,231.00 PM Passed Inspector Comments 40 (c2-rd ce 4 k ‘2 .4 /1,04_ A 7/jj /4- s A * --- I r -c.c.. ...0 4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HMP BUILDERS INC. Building Department Comments Friday, May 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Demolition Inspection Type: Tie Beam Work Classification: Building Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Phone: (954)785 -7555 Page 2 of 2 Iv H.P.M. Builders Inc. 1036 S.W. 13 Court Pompano Beach, F133069 RE: Christopher Cox Residence 500 NE 97 Street Miami Shores, F133138 May 8, 2006 Mr. Harry M. Posin, Best ' egard laudio Grande Chief Building 0 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 In doing an inspection on the above reference residence under permit no.BP- 2005 -401, I noticed that the rear room adjacent to the living room had been enclosed with CBS walls built without any type of tie columns or tie beams in order to secure the walls. As per the requirements of the Florida Building Code, Existing Building 2004 Edition in Section 407.3.2, "buildings that have sustained substantial structural damage shall comply with the requirements of the Florida Building Code and an engineering evaluation and analysis that establishes the structural adequacy of the damaged building shall be prepared by a Florida - registered engineer or architect and submitted to the building official ... 407.3.2.1.1 states that after the building is repaired the evaluation and analysis shall demonstrate that the building, once repaired, complies with the wind provisions of the Florida Building Code, Building. Any work plans for the repairs can be submitted to the Building Dept. as a revision to the active permit to the residence, and field inspections will be conducted in the same manner described by the Florida Building Code. Please do not hesitate to call me if you have any additional questions, 01/24/2006 12:16 APR -20-2 11; B FROM: 954 - 785 -9828 HMP BUILDERS INC PAGE 02 TO: 195471 9528 P•1 111111111111111111111111111 10111111111111111 CIFP4 2005RO 72659 OR Ilk 23271 Pa 079; (too, RECORDED 04/14/2005 12110 HARVEY - OA6E COUNTY FLORIDA Rr LAST PAGE r child p Name Address $EtVC Rt�dr�'G8 In addition to himself, the Owner deeignetnc th NOTICE of COMMENCEMENT Foe Sim .16 �. // $ignstura of Owner Rita. GOUNTV Of State of Florida County Of Mlstni -t]ade The undersigned neretsy gives metier) that improvements will be made to certain real property end in acilordance with sec sin 713.13 of the Fiends Statutes, the fallowing mferrnaUQn is provided In thus NOTICE of COMMENCRWIEt Lettat description of prop:rtyt Miafnt Shores sec d AMD PO 15 -14 t„ ©t3 9 8410 13ilc 99 Lot Sian 103.500 x 150 or 18935 -1757 12 1999 4 CCU .215337 -46 07 2003 i 500 N. . t37#h #resat Repairs to roof Christ() her and Carlos Cox Street address of property: br,acrtt,HHon of improvements: Property Owner Nome: Property Owner Address: Owner's interest In property: Fen Simple Title Holder Noma; Tittle Holder Address: Contractor News Contractor Mailing Address: Surety (demo: Surety Moiling Ad+drons: Lender Name: �,9nar3r Malting Address: within the state of Fiends designated by Owner upon which notices and other documents may bQ Served as Id b Section 713 13t11(o1't., Fiorlda statutes, 8smse H.M.P, Builders inc. 10 38 SW 13 Court Porn ono Beach F1. 23009 of Bond $ _ IVatt® Arm tuorie '—"' None apPIY pp1ARY diem. Am Sere Qws7er foitowing person to renalve n ropy of the Ltener Notion no provide In Section 713,13(1)(4 Florida Statutes Name $ttr CtV ilex Address $crud d i e of 6xpiratitan dote of this Notice of Commencement. This Notice of Commencement expires in one year. / r er J,r �� rHINI nA ur0 A Panted signature of Owner 'have relied e foil.. , - of satin the swore M tine Wm Neim smnneue Prnime Nor 9tnalu Reium to 13 P2- C -4.0 Tina Instrument Prepared by Harry Psysin 10343 SW 13 Court Pompano aoz+rh, FI, 331169 Folio Number l 1- 320417.15 NOTICE of COMMENCEMENT • t ,iE STATE E t FL angina NO if, oyMattIr. met r ��tii� Alf, ° 20 win r. to CCC457190 June 20 2006 Miami Shores Building Dept 10050 NE 2 Avenue Miami Shores, F133138 Sincerely, Daniel P. Daley President • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• Daley Roofing Inc 738 NW 107 Street... '• •" • • . • • • ' . • . • ••• .... . • • ... ..•• • .... • • ••• ••• •• • Miami, • FI 33168 ; . 305 -754 -9892 • • Please feel free to contact us if you have any questions or concerns. • • • •• ••• •• • • • . • •• • • • • • ••• •• IMCMEVR1 Re: Permit # 20054115 Cox Residence Dear sir /madam, Please be advised that a final inspection was not requested on the above permit as additional work began on the roof and that area of the roof was removed. Miami Shores Village Building and Zoning Department Miami Shores, Fl 33138 HOLD HARMLESS RE: Property located at ad c p ress nd le al descrlptio Gentlemen: As legal owner of subject property, I request the cancellation of permit number , for the following reason: to & Q,k4d le ti Date of last inspection: JO JE I hereb apply as gy�nr- builder, or authorize (new contractor) t-H f�u� u Date CS issued re4Wr to apply for such permits as necessary to construct or complete the construction bn subj ect property. I agree to hold Miami Shores Village, its agents and authorizectpersonnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work perfonnned wider the permit for which I am requesting cancellation. Very truly yours, (owner's signature) C SVA Prime contractor (only if subcontractor holds permit or if change of qualifier). (signature) (print name) • (print name) STATE OF FLORIDA COUNTY OF DADE: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this Notary Public, State of Florida at Large abel Varga Commission #DD2319$-' Expires: ded 24' 'I1„�`` mimic Bonding Co._,I BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) ,(. leg /2J/ t uz Phone # 3ear 759 X0`77 Owner's Address /U f q 7 sy City L lam / 6', fwt' S State 11 Tenant/Lessee Name Job Address (where the work is being done) b OD /U& q7 s d` City Miami Shores Village County Miami -Dade Zip 33 / 3 f Is Building Historically Designated YES Contractor's Company Name X + vL � Phone # 00S 7 9 9. - Contractor's Address / 7( /J / b City /i/ i etv / S/4.t Ye State _7 Zip ,3 ,31 Qualifier .Da 4 '1.94.1 State Certificate or Registration No. 0 a. a...0.5 4 ,0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4' Type of Work: DAddition ['Alteration ❑New s Repair/Replace ❑ Demolition Describe Work: Pi /f U »/ - i sgeO ' 7746 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ / Permit Fee $ ( 0 0. CCF $ r (4 CO /CC Notary $ l' Training/Education Fee $ • IC Technology Fee $ 2. o Scanning $ ?f" . G d Radon $ Zoning Bond $ Code Enforcement $ ...--- Structural Plan Review. $ Total Fee Now Due $ 0(p , - (Continued on opposite side) Miami Shores Village Building Department 10050 E.2nd Avenue, Miami Shores, Florida 33138 T ) 756.8972 Permit No. B - ) 1 ' 5 Master Permit No. Plumbing Mechanical Zip Phone # Square Footage Of Work: tL _SU- Bonding Company's Name (if applicable) Bonding Company's Address r City State 7 Z \\A \k . (S) Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certyied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregstrument was acknowledged before me this /1 day of�./��, 20a , by / /J/.� — / C , who i� personally known to me or who has produced Zj2416 As identification and who did take an oath. NOTARY PU$LI Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 13E1 Pub; , - Stnts Signature NOTARY PUBLIC: C.ign: Print: My Commission Expires: L Plans Examiner Engineer Zoning Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. if SEC11ON 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWES NOTICATON FOR ROOFING CONSIDERATIONS 1524.1 As portable to this seclion, 1 Is the responsibility of the rooting contra ch r to provide the aAvner with the requked roo5ng permit, and to explain to the owner the content of the section.. The provisions of Chapter 15 of the Ronde &riding Codo Butane govern the minimum requirements and standards of the for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the twiner and the contractor. The owner's httial in the adjacent box indicates that the item has been explained. 1. AestheliceModonarrehlp: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of provkling that the rooms system meets the wind resistance and water hthusion performance standards. Aeldhelics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic Muss such as color or architectural appearance, that are not part of a zones code, sh outd be addressed as part of the agreement between the owner and the contractor. <' 2. Reunifies Wood : When replacing roofing, the adding wood roof deck may have to be mailed in accordant* with the nerd provisions of Chapter 16 (High Very Hurricane Zones) of the Ronda Building Code. (The roof deck prior to removing thre sodding roof ). toes e. tow nh , corrdomirirrrs, roofs are those roofing contractor andlor owner shauid notify the occupants of adjacent unless of roofing work to be performed. l from treble. The owner may wish to =death the archfeotural appearance, therefore na4 penetrations of the underside of the decking may not be acceptable. The Rorer Building Code provides the option of marring the appearance. ete _s. Peeling Water: The current roof system andtor deck of the brikkg may not drain well and may, water to pond (aoc umudata) in low-lying of the roof. Pon can be an indication of strut:rue and may require the review of a professional structural engineer. Pending may skean the the expect:ram and performance of the new roofkng system. Pending conditions may not be evident until the original rooting system is removed. Reefing corvillions shnould be termed. 6. Overflow scuppers (waif outlets): It Is requt ed that ranter flow off so that the roof Is not from a build up of water. lerlmefeied ge wad or other roof extensions may block lids clischarge if overflow scuppers (wail outlets) are not provided. dt may be necessary to ink overflow scuppers in accordance with the Raids Building Code, Plumbing. Ve»ttiation: Most roof structures sherd have some shoddy to vent rural airflow through the interior of assembly btruitharal (tire budding itself). The existing amount of atttarlation shay not be reduced. It may be beneficial to consider additiored venting wtdah can result in extending the servile life of the roof. -fit OwrnerAgenPs Date contractors Sire 5CX.7 NE 9 fit`'' S j. Property Address Permit harityy . • • • • • • • .. •• • • • ••• ••• • • ••• • • •• • • • • • • ••• • • • • • • • • • • • •• • . •. • •.. • •• • • • • •• • .•••.•• • • • • • • • • • ••••• • • .•.S • •• •.• ::• • : • • ••• • contatetoesNam beteliziK L Add /JF' /7 • ROOF CATEt oRy ❑ (Low Slope Anna C1 044- OnTilea 0 cL set 3iler ❑ (Asp a ❑ Wend ReoVireed Molts & Sh s) ❑ ( RODF ,E -. 1 CI Rovelding CI a i Hat Rae Alma ) Shwa RaefAree tft Mud OM ' g ° Mager i 'T ExPosulte category (fix ASt 7.9 Building ClessEleadne c aural (pecASCE'7. : ROOF HEIGHT AND SYSYE DETAILS paw details as needed) m � S *. ®ms sm . :7!: . mw s bacia m�4f 55.5 ;gill ■ 62 • E SS�SSSSL Sam 6 S =: a a a ' a .S =— e so m a ea. a all.w c • -• • • ••• • • 5- • • • • - • •• • ▪ • • 5• ssW ^ • • • • • • • • • em •• • • • • • • • • s �, `.a • • • • ••• • s a •% • SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPL/CATION • •• • •• •• • • • • • • • • • • •• • Mir ••• • • • ••• • • • • • • • •• • • • • • • • • • • • • •• •• • ••• • • !Wm m ama a •5. 3 � ma :a !S m� •S; : :•°5 •• • • • • • ••• •• • • • • • • •• • • r • " S•• • • • • •• • • • • • • • • • •• • • • •• ••• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• 111 • • ••• ik