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295 NE 94 St (23)Metro -Dade County Approved Testing Laboratory Lab.Certification # 98- 0116.01 7 F- F. FLAQUER P.E. P.C. No. 23070 ZARA AND ASSOCIATES. INC. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH ETRO -DADE COUNTY PROTOCOL PA -106 Property Address: Z157 /s/. Permit # : 4i /7 Owner's Name: .'I ES PC #: . - /CMr02 Contractor's Name: 4124,,� aA0eirt Approx. Square feet area: 2 7,1"• • Roof Slope: -/t.._ . Type of Tile: /'f Wi 'L ,fig- sl F3A ? 'fl --f.' Date Tested: HO '102 • Testing Equipment: Digital Chatillon DFIS 500 Required Testing Force : 35 lbs. 1 - 4 0.6 • AREA Field Perimeter Corners ADHESIVE TILES # PULLS LOOSE BROKEN/ DELAMINATED DELAMINATED PASS TILES CRACKED FROM FROM FAIL TILES UNDERLAYMENT UNDERLAYMENT /'h4, A d y1 The static uplift quality control test for the property in question,complies with Code requirement 3404.3 and Protocol PA -106. "ROOFING SKETCH" eia st7A?0 9 1 NOT • ILITY IS LIMITED TO THE INSPECTION FR Roofing Laboratory Testing & Research Moisture,Up -lift, Fasteners Testing Complete Building & Roofing Inspections Consulting Engineers 2921 NW. 6 AVE. MIAMI, FL. 33127 Phone:(305) 571 -8353 Fax: (305) 571 -8357 Email: PATRY31757@AOL.com PETER L. Inspector -Lab. Director Certified General Contractor Certified Roofing Contractor APPROVED: Date 3 s Job Address 0195 — /RE E 5 J Tax Folio Legal Description Owner's Address Contractin Qualifi Lessee / Tenant State # CN Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION cae /el �t use / w, el -‘.a® Square Pt. 0„ Estimated Cost(value)00. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be .•ne in c liance with all applicable laws regulating co - c on and zoning , urthermore, I a orizel =bove -named contractor to do the work state •. er -Bui der Sign e of ow » er and ndo President Date: f SS IW Air Notary r ' •' , er a :1 v -'T' . & sident y „H My Comm , • rte tp mission Expires 119 • 9,. r � z , ommission #CC 327872 ** * * * * * * * * PEES: PERMIT V RADON C.C.F. Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / 'HA 57; /e/1*/ ��I� � Phone *�S —9a ACy° Address 6 q 7 — 37 of Phone ""7" Fire Buildin Address Signature of Contra Date: Master Permit # 377713 Notary $ontr IAwS r- Builder My Com►' 4_, :�je *1xpir�BnnOn Mill @r • 0 , : ,��i� :� My Commission Expires 11/2197 '96 a Commission #CC 327872 * ' �� ion OF e " * * * ** NOTARY TOTAL DUE f gfi 0 Other Electrical Mechanical Plumbing Engineering Date_ Type lnsp'n CiUC Permit No. Name Address Company Phone # For In pe tor: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 3 05- 795 -2204 Building Inspection Request Time MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date H I a a( 19 88 Owner's Name and Address bob 0 ode -Son GE5 N Ic 94 St, No Street Registered Architect and /or Engineer ST 0 �^ Name and address of licensed contractor J I .N I E9 �y Ft NC,- Co In c. . 9 0 -7 5 / L ) 9 s l ' Location and legal description of lot to be built on: Lot / v Block L� Street and Number where work is to be done IJ Subdivision "/E Remarks (Signed) State work to be done and purpose of building (by floors), state exterior colors (submit samples) Ro f i N 9 wodtc orl Room Pelf ift Or� I and for no other purpose. New Building Remodeling Addition Repairs No of Stories Q To be constructed of j� Kind of foundation Roof Covering I V 1 F F. Z. Ciell.� Estimated Total cost of improvements $ 3O BD • 0 O Amount of Permit $ mil/ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o work to be performed under this permit. as are licensed by Miami Shores Village. STATE OF FLORIDA 0`130 C�39 (o COUNTY OF DADE. }ss. - 6'7 - `� Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described const that he has carefully read the foregoin: application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. 6 / — Date (1 °' Read. Sworn to and Subscribed before me. Disapproved Date t` . (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Notary Public. State of Florida Owner's Name and Address... ._4d0_�-�_ /..I Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done (Signed) kA • AP Building Ins MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT LOCATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date a -4 - ctor 9 Date State work to be done and purpose of building (by flo ) / f E/1 ara.<% _ o f! d!1 - ' ' °' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories. To be constructed of. Kind .of foundation ' Roof Covering _ - Estimated Total cost of improvements $._6eC_�_ t1_.f__C1_ II ./ Amount of Permit $ d 0 0 Zone cubage required Plan Cubage Distance to next riearest building ___ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to__ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work o be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 91i X-C=S STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No � 2 Date 2 ' mac° . Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman _____ ___....._.- .___- _____________�% Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or charges to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT• SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subjed to compliancy with it Federal, State. Coonty. Mes a !:d regu atSons. Village assumes no responsib(llty for accuracy oflor mutts from these plans. 2. This copy of plans must b• avallabte on building cite or no inspection will ha conducted. JOB ADDRESS /v g 9 S) APPLICANT PHONE # APPLICATION # SHEET OF MISCELLANEOUS DATE CRITIQUE SHEET COMMENTS INITIALS PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address, Z ��1.1t y V $' Tax Folio Legal Description Historically Designated: Yes Cwner/Lessee / Tenant. CA\ Te �- � � mac. vnei's Address 2 5 7 $ /Y5 gnatur APPROVED: Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor Address Square Ft. /) 9 4 of o • Municipal # d00 Ai 47 0 Competency # Ins. Co. n f/G1 �i� S %/ Address ° d a/ and/or Condo President 1 ate ,t 1 A G Anr;1 vILLIIII No :., as to Owner �:a.4r . c.,p�OF �t My Conunission E �•ires:COMMiS lQN NO. X4103 a COMM/5610N EXP. MAR. 4,, - 2 •' FEES: PERMIT /3D RADON Plumbing C.C.F. / -- SS # it 2 26‘ 02e/ Address OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wo k will construction and zoning. Furthermore, I authorize the above -named contractor to do the w NOTARY i Master Permit # Phone - 1�s� Address 2 2/ Notary as t, ontractor or My Co ssion Expires: 1 No 4. S7 Permit Type (circle one): BUILDING ELECTRICAL � p PLUMBING MECHANICAL ' ROOFING PAVING FENCE SI GN WORK DESCRIPTION-y ��/I -C �Zt � �� L� S 4X/4.4,9 i Ilo ►C.v d /� Estimated Cost (value) / 119 •)0• WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. done in compliance with all applicable laws regulating .4 s ignature of Co I1R er- y 1 I'. OLADYS) VILLAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. 00714103 COMMISSION EXP. MAR. 1 i02 tor or Owner -Bui Ger / �% m ate 362 P _ BOND 3 CO - to TOTAL DUE _�_� 51 / voi Building ( Electrical Structural Engineer 4 h.' 0/01 / �� so � ftio 111111111111E2111®i ce ENO 0 S CALE • 20. `,in IP'/2 u. ' d ■ c O r e AOCCFOINO TO 11* NA1TONAL R.000 INOLIIWICE PROGRAM THE SUB,JFOT PROPERTY FALLS N ROOD ZOtte OO111IMTY No. PANEL lion SUFFIX DATE OF F.1 FIRM ZONE BARED R OCD$EV.: /ZoG5 Z. 2093 S 7 -1 7 —pppr ', x. -v,4 e . ;;; ._ co LOCATION MAP (tT,$) ADCRESS: 295 N.E. 94th Street, Miami Shores, Florida 33138. TO: JAMES F. 1'1E JR. & KAYE L. FEE, HUSBAND & WIFE. SOUTHTRUST MORTGAGE CORPORATION, its successors and /or as their interest may appear. FIDELITY NATIONAL TITLE INSURANCE COMPANY. PATHMAN LEWIS, LLP. band and shown on the sketch or puree/ hive no cape Irises o ,srws stated . determine by .ltaf maws only a any). Legal ownership not determined . was made by efts urn betide the record plat. therefore we do not Imph, a accept respaelaety b en, • Limdation b which InterneIon wee not furnished. Ar s borlss tab to any design work on the Mroon-dsabe pace for Bulking and Zoning information 9 r yer and Mapper in migm ode doge: Rolando Otis L9 4312. Stele of Ronda veld wlhprl 6hb *peas end We lewd sere d a Florida Licensed Land Buvsyor and Mapper above named Barn ander peons Owl One Elk of Survey d the desabed property is true and oohed b and betel, s recant' etrveyed ere Planed under my dteceac also net meets the A*Wrkrrn Tedrical 6t017 -0, Flores Administrative Cade, punfiart to 9edion 472027 Elands Statutes JOS Flop of - I4 - 86ro SKETCH Nol /3lo60e F8 + Pgo DRAWN WY: REVISIONS /32 -5Z 4. /0 mffirismos eye =4.C."" PA MEMEDWO QUNTER CROUP. NC. Ls 4607 LAND SURVEYING - LAND PIANNdQ 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220 -0073 COMMIX � ' � rr ^ .a e ash prom qt UCH MS cannot roar ro ti d Kiln Of ryrnbk, assigns, BY: RELANDO OR112 LS 4312 OR RICARDO ORTIZ LS 5629 PROFESSIONAL LAND SURVEYOR & MAPPER. STATE OF FLORIDA. LEGAL DESCRIPTION: Lot 24 and the East 1 of Lot 23, Block 28, "AMENDED PLAT OF MIAMI SHORES SECTION ONE ", according to the plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Dade County, Florida. FOR: JAMES F. EEE JR. & KAYE L. Pr:E, HUSBAND & WIFE. SURVEYORS NOTES: 1) This survey wee oonduoad tor the mm /noes d e '0a+dwy Stover ore/ ere Is not intended to delineate be re9.48M ~c of any federal, elate, regional or total egafcy, board, commission a other any. 2) The accuracy obfel'Md by measurements end aeKlletone pre ele .limey meets and exceeds Ov Mrarkrn TaaV VCal Ste" do r.Qlerrwr for 8 area (1 loci In 7,600 tee) s spooned h Chanter 81017 -9, Fiords Adm lithe Code 3) Tile stew; dose not reface or determine ownership. 4) urge d.eapton utyea b any dedications, lenttelona rest9ahe roserasans or easements or record. 5) Examination of M Abe ea o1 T16s we M.e b be made to deterr•dre recorded senrnerde, l any retsoip to property: search of RANO Records not perbmmd by the elm 8) No anon wee mode by the office to loads any underground uW s andbr *volume wkten Or eblMng Oa euo(eot propert, fl) That survey Ilse been prepared ter the exclueve tee or lit ensues named hereon only and one oattiatdre hereon oo not Attend b em, unaned pees. 9) Unity tdas *Alen UAtty Easements not noted s NalsEOre 10) Orkeway. or Posers tiered w@er Roadways not noted as h Iotetions a encroearnante 11) Foundations end/or footings Inderrselh rte ground surface set may cross be,od to boundary ass tl shs teen daeorbeo perost are not shown 12) Al Iron Pipes or R 13) Fend ownership 14) No 6.1601, of red[ Eosmet, Oerloaeon 151 Confect to 16) Rel.eeiahsi Lard 17) Thor evhey a not I Thereby welly to life the beet of my lofoM Standards ter In Ctepter DAIS 3 -22 -fool .i MIA MI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE General Screen Service Co. 14221 S. W. 140th Street Bay C Miami ,FL 33186 Your application for Notice of Acceptance (NOA) of: Aluminum Framed Screen Enclosure under Chapter 8 of the Code of Miarni-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miarni -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. .ACCEPTANCE NO.: 00 -11 16.03 THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and_ approved by the Building Code and Product Review Committee to be used in Miarni-Dade County. Florida under the conditions set forth above. APPROVED: 02 /01/2001 .MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -D:\DE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 l 30 - 1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2553 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 EXPIRES: 12/16/2005 Raul Rodrittuez Chief Product Control Di\ isior, Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s045000Ikpc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmasterQbuildingcodeonline .com a Homepage: http : / /www.buildingcodeonline.com General Screen Service Company NOTICE OF ACCEPTANCE: MI AMI -DADE COUNTY, FLORIDA _ - -- ,-. rn Dt TTT i1TV ACCEPTANCE No.: 00- 1116.03 APPROVED 02/01 /2001 EXPIRES SPECIFIC CONDITIONS 12/16/2005 1. SCOPE This renews the Notice of Acceptance No. 97-0SO4.02, which was described S on December 16, 1 o f approves an Aluminum Framed Screen Enclosure, on for Miami- Acceptance, designed to comply with the South Florida rBruieldis g as determ 9 ed b� Chapter Dade County, for the locations where the press q 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION in strict This Aluminum Framed Screen Enclosure a s . ins Nom by Ramms Engine na. compliance with the following documents: Dr Inc., dated August 30, 1994, last revised on June 12, 1995, sheets 1 and 2 of 3 and dated June 6. 1993, sheet 3 of 3, all bearing the lvi'ami -Dadand p Pooal datzs by the Ppl arni- Dade County stamps with the Notice of Acceptance numbers a. P Product Control Division.. These documents shall hereinafter be referred to as the approved drawings. 2. 3. LIMITATIONS All permanent set components. included but not limited to embedded anchor bolts. must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance with the approved drawings. 5. LABELING A permanent label with the manufacturer's oname , shall be attached to the botto each chair . "Miami -Dade County Product Control pp 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved d �ao`tin as compone ns in selected for the pr Accep clearly marked to s installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 14 a Helmy A. v akar, P.E.- Product Control Examine: Product Control Division 2 ,r General Screen Service Company ACCEPTANCE No.: 00-1116.03 1 APPROVED 02/01/2001 it EXPIRES 12/16/2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who. originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials. use. and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. .Any of the following shall also be grounds for removal of this .Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. Pv 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be Ps provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site ; PS, at all time. The engineer needs not reseal the copies. I PS; / 8 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of ,d Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Heimv A. Nfakar. P.E. Product Control Examiner Product Control Division t•i DE PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: • COUNTY OF DADE: • NOTICE.OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal d;• cription of property and street address: 2. Descriptio Improvement: 3. Owner(s) name and address: 6. Lender's name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: C „AdjetelAA / ? 2/ 1 / 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ gnat re of(wner Print Owner's Nam 3.1 e e_e— Sworn to and subscribed before me this day of + s a As a ��. AN► a— w r, i Notary Public 11, u o Print Notary's Namel My Commission .. :. Apr 11, 2003 Commission # CC 824996 My Commission Exp 0 ,2 . 01R419804 2001 AUG 06 16:02 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differegt da specified) STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY Mal this is a tNe original hied ,n this office on PY of the gay of 110 INF. ,SS �' ACI 20 / v and and Official Seal. °7 � — IIAh R N, CLERK, of Circuit t'oun B Y ' N Courts .C. Prepared by Address: 2/ d `" //S, MARK l SIZE 1 T1 Bo. Sm. j 2 . 2 .055 .C55 •^ LOV 6'-11' 6' -9' I 6' -7' Bo. B.n j 2 X 3 • .055 I .055 Bo. B... 1 2 X 4 I .062 .062 B.O. Ben 2 X 4 Bo. Brt. 2 X 5 Bo. Ben 2 X 6 .130 • I . C55 Bo. Ben I 2 X 6 .120 . 06 2 Bo. Bo. Go Bo. B.n B'+. 2 X 7 Bo. Br . 2 X 7 ( .130 i . 055 Bo. Ben 2 X 7 . 28 0 .070 Bo. Ben 2 X 8 .224 Be. B.n 2 X 8 124 2 X 9 HARK SIZE Bo. CoL I 2 X 3 .120 .055 .062 . 062 30 .214 1 .072 2 X 9 .320 I .082 Bo. 3.. 2 . 10 .360 P'JR.A: tA9'_0 2 X 2 I .055 1 . C55 1 I£LOr , 2 X 3 .0'55 1 .055 N-C_LO TI .055 I . 055 : - PRODUCT RENEWED O - COASTAL ZONE ( _ 88 ) NON- 0- 1116.03 ' I: /6 too S T2 I TYPE .068 . 082 T2 BEAM AND COLUMN SCHEDULE SNAP 9• -7' SNAP 12'-6' LAP LAP LAP S NAP Bo. Col 2 . 5 .062 1 .062 LAP 13' -4' 12 -9' MAX. BEAM SPANS AT GIVEN SPACINGS 5' - 0' 5' -6' 1 6' -0' 6' -6' 7' -0' 6 ' -4 ' 1 6' 9 ' -3' 1 9' -0' 12'-2' 1 11' -9' LAP 14' - 13' 1 13' - 4 SNAP t5•- 1' 14' -7" ! 14' -2' SNAP 22' - 11' 22' -T 21' - LAP 27' -1' 26'-3' 1 25' -5' 24' -9' .092 LAP 38 -T . 37• -! (I 36' -4' 35' -4 8' -9' 1 8" -7' 21• -7 2C' -7 Ir - 18' -11' ; .072 1 LAP 28'-8' 27'-9' 26'-11'1 26'-3 7"-6• 6' -1 8 . -4 • 5' -1: • 8" -2' 11' -5' 11' -2 1 10" -1l' 10' -8' 13' -0' 1 12•-8' 12' -5' 12' -2' -r i3' -S 1 13' -T Ir -lc' LAP 19' -10' 19' -T 1 16" -r 1 18' -T ! 1T -r 1T -4' 16 -r SNAP 1r - 11' 19' -4' i l8' -9' 1 18' -T 17-10' 17-S IT -1' 21' 29" -l' 8' -3" 17'-r 17-1' 25' 1 25' -0' 29'-0 28' -T 1 2T - 1 26' -T 1 2S' -11' 1 L•' -4' 24' -10' LAP 31' -5 30•-5' 1 29' -0' I 29' -" I 27' -1' 1 26' -2' 1 25' -a' 34' -3 1 33'-3' 1 32'-3' I 31 1 30•-8', 30'-0' 21'-4' 34' -r 1 20' -1' 19' -T 23' -7' 23'-2' 33' -8" 24 -6 33' -0' HEAVY U'NE ON DICJ.7T_S WA.{ u'JU SPAN FOR C CJ TTJt ' T BRA:KCT. 140 uur: 70 S Cl.f TIR BRACKET wAXjwUU SPA: 7- C AS PAIN ANO Cx1RRA1_. u,u:uUU SPAN - 8'- C AS PLFZr,H AND CHA.R. RA."- IC E. MAXIML•M SPAT :•42. OF PURLINS • 84'. MAX :PCD1 AREA 1N ANY PANE_ • 56 S0. FT. uAX4JJU SPA:!NC OF 202 CHARRAIS YAK INJV SP AC INC OF 302 CHA=RRAS - 72' AVO. SP S•CT.?. AAC7.E ARE CLEAR SPANS. 4' 4AY 9E AD OM TO EACH SPAN Si.•/1t. TYPE MAX. COLUMN HEIGHTS AT GIVEN SPACINGS ) 5' -C' I 5'-6' I 6•-0 6' ! 7' -C' 1 7 ' - 6 ' 1 8' -0' 6' - 8' 1 6' 6' 1 6' - 2' 1 5' - 11' 1 5' - 9' I 5' - 7' I 5' Bo. CoL , 2 X 4 . 062 1 . 06 2 SNAP 9' -2' 8' -8' 8" -4' Bo. Co. ; 2 X 4 .120 1 . 055 LAP 11' -1' 1C' -7' 1 10' -1' 8' - C' 9' - 7' -9' 1 7' -5' 9 ' -4 ' 1 - 0' 7 ' - 3' 8'-9' 12' -2' 11' -9' •MAXIMUM SPA.`: SHOWN IN BCA• 7631 AB3IE. 11' 10' -11' 10' -7' ACCEPTANCE No, ZEN DATE • • cover OL tMVTSIoN 8 -° fp ) co a1 rPW.NCEo� SNAP BEAM T -1 1 t V L.1 TYP. CR:SS SECTIONS AP AM � f'T I'I ...5 • 2 X 2 PURL": 0”' Bo. CoL i 2 X 6 Bo. C1. 2 z7 80= CoI. 1 2 X 7 .290 I .070 Bo. Col 1 2 X 8 3.24 1 . 082 •••1.0TE• MAX SPAC :NG Cr CHA I RRAILS IS 78' SPANS SHOWN A.XAt ARE CLEAR SPAN'S. r 4.17 BE ADDED TO EACH SPAN SHOWN. 2.1.3 AND 2x4 NON -11DA. BEARING BOX C -LUUNS MAY BE IGREAS.20 AJi AJ rr).:A: 10 X TD T1-E ?CCH7S S4C'WN AEC'S_ ALL OTHER COUA4NS TO RE}LUN 1HE sue:. N TF 1) R:r3" AND SIDES SINAI1 DE COVERED v7TH SCREEN C'_CTH 11E1NG 60X [PEN 132 a:CATER CDT. 2) THE E•CSTIMC STRUCTURE MUST 3E , CAPABLE CT SUPPORTING TI-E LDADE.D t) 1.0S:R.E. 3) PCTAL STRUCTLRES VI 5 FT. CT SvIMMI1G P0,2S S1-4ALL DE CRO- DED PR 141...C. 680 -22 4) ANCHORS 10 CONCRETE k IAASONRY SHALL BE 3/8 X 3' ANCHORS OR APPRO'.= E0UA4... L►LESS OT)CRVISE SPccIFICD. CARRY BEAM TABLE CLEAR SPAN Cf 2 X 6 CARRY Km 10'- 0' • MAX I NSA4 12'- 0' 14' 0' 0 19 "- 0' .130 1 .055 LAP 15' -10' 15•-1' 14' -5' j 13' -10 1 13' -4' 1 12'-11' .130 1 . 05 5 SNAP 16'-6' 15' -9' 1 15' -1' 1 1 1 13' -11'1 13'-6' 13'-0' MAX SPAN Or SCREEN CNX:LDSURE "MAXIMUM •1 : MJM 23 -4' 14'-0' LAP 22' -0' 21" -4' 1 20" -9' 120" -1' 1 19' -4' 1 18' -8' LAP 23' -10• 23' -1' 1 22'-1' 1 21' -3' 120' -5' 1 19" -9' 19' -2' CLEAR SPAN CC 2 X 7 CARR1 DEAM 14'- 0' 16'- 0' 18'- 0' 20'- 0' 22 • - 0' M.UL SPAN IT SCREEN DC-MR! • MAXIM Y. 27•-7' 20' -1' 1 10' -I' COQ IT: DESIGN CRITERIA. SOUTH FLORIDA BUILDING CODs ASCE 7 -88 CARRY • 12'-6' 1 X 2 PATIO LOAD 04 l OUT- - 79.6 PS" 182&11 DESIGN VIHD TEST LAD WIND IN 1. OUT - - -- 29.4 PS 2_T LIVE LOAD LP 6 DOYN TEST LOAD LP 6 DOvN - - - - - -- 15.9 --- --- 10.6 PSr PS DCTLCCTION LIMITATION. -- -L /g; ALIMI/4-01 ALLOY 6063 -76 UNLESS OTNCRVISE S-CCIFICS. 1;r 71.0J000S A4N0 3.'F L.`S AS YU-M r wAz sv.M cf 1 UC13: J71 8E411 O:OICATES 1/4' n.RJBO_ •STN T TX 1/r ANC' M. Yong ' r 5/16' 1 « �_c1AL u- eQAcK_I i Z -1 J I " . "1 I• 1 1 • • • • 0 • • • 7 1,1 1/P R.NOIS MA X 1 1/4'. 1 1/4'. t/r DIACONAL WN0 BRA:1NG. USE 3/16". S. (0 T14 Of 9EAU) PLATES ON A:_ 9l7T_RIOR ROOF Bi'C0 -S THERE 0•'r 109 SPucE P. S DC N07 CCIST. ¢-e U- BRADCE'. 1461 9E USE CORNER ROOF BRACE DETAIL . 2X2X1/4' STRUCTURAL ANGLES V/ 1/4' THRUBOLTS AND 3/8". 3" ANC.•4CR5 / AT EACH COLUMN. u5E 2/4" ANCHORS 3ETw 4 COLUUI:S C• 24" CENTERS. (: 4 X 1' 5645 SAAY BE USED IN PLACE OF rHRU3OLTS. MIN. 8'X8' CONT1NU0uS FOOTING V/ 1 '5 DETAIL OF ANCHORING TO FOOTING iNCHOR BOLTS TO aiEND 1 1/4 BEYO.`1J C:; OR DRICK PAVC1CNT SURFACES SPECIAL U - BRA.--CET .22" T)uC= *114 ROOF BRACING LAYOUT 1/4- RA.D•u5 :OTE COLUUf1S ALONG END W'A_!-S REQUIRE ONE PAIR OF 202X1/8' ANGLES UNLESS COLUMNS ARC 2X5 OR GREATER. THE` TvO PAIR OF ANGLES ARE REQUIRED. _ _A I I NZ L?'a: a. P? R0 DUE T1C14 ANO APPROVAL OF T1-415 PLAN OR .AH1' PART 1 1H " : R0 -o FOR C0145TRUCTION OR A•T OTHER USE SHALL ONLY BE Do7NE BY RA3auS ENCINEX"'tJ INC. INC. n A 7't•5 PLAN 5 R:: L:0 GNEISS 5)C1NED A :O SCALD Br H090Ir S. u ; FOR EACH SUBu : ^Az, VHEN USING BOX C3_U!ti: 0 8' M.6X 1 1 /C. 1 1 /C. 1/r O:ACOI:A_ BRACING. THT5 6^.>49•R IS TO 8E 1.1SE0 F ALL ROOF BR.A2.1N ;. \ \ •. a � N •"3 USE 3 /16'. S= (00 OF BEAU) P ON ALL DRERIOR 8008. 8RA.CE5 *-HERO, O4713LOR SP"JCE P.ATTS DO NOT EXIST Q a USE C 4 1/T 1 /4'x T TAPCOr:S uAY BE USED AS FOLLOWS: 4 a+C..E 1/4' -.4.4 MAX u � •rX 1c X 1 1/T 5Y.S. / 2 EACH SIDE OF COLUMN. PXE7 INTERNALLY. 0 0 r 3' ANCI-CRS MAY BE USED. 2 TAPCQNS FOR UP TO 12' -0' SPAN 4 TAPCQI4S FOR UP TO 24' -0' SPAN. AT EACH COLUMN. AND 20' ON CENTER BETVEEN COLUMNS. 2X2X1/8' ANGLES FOR SPANS UNDER 18'. FOR SPAN CvER 18', 4 - 2X2XI/Er BASE ANGLES MAY BE USED AS SHOWN IN PLACE OF 2 - 1/4' ANGLES ON COLUMNS SUPPORTING BEAMS. APPBC•(ED AS COMPLYING W TH THE SOUTH FLORIDA BULOIr!G CODE DATE L _ . 1 19 P ! PIr UCi COr.0 ?OL OIV!S:GI 3UIEC;NG CODE COOMPLIANCEOFFIC 1CCEPi.1NCE NOF> -o6 t-C >'l FI URIS! . rllfi7r'g V 1 P■9 O ED In 0 72' V.t i i 1 0 0 0 0 o o � 6" BOX BEAN 0 0 0 / O 0 0 0 0 0 0 0 0 0 )Ox C3.UTA ToP VIEV sr 'x' JRA;Z ( 2X3. 2X4 2x5 A•:D 2x6 90x 9EAUS ) USE 1/8'X 2 X S STRAPS war+ 6 114 SuS TOTAL-. ( 3 EACH SIDE Of ( 2x7. 2X8. 2X9 Ar10 2X10 BOX BEAUS ) USE 1/8 X f tr P7F .,k kE OF SPUCE 14 1 14 SiS TOTAL. 3/1C x 1 1/4 STRAPS too BE uSED / 04 PLACE of 2 ' STRAPS. 1 4 t � % BOX BEAM 9" BOX BEAM 2x2 CHANEL V/ 1/4' THRU JOLTS K - BRACE DETAILS ALL PLATES SPUCE ) r 3/16' PATES VITH 114 SRS A; S1•.VN CUT PLATES TO r1T INSIDE Or BOX BEAMS AS SHOvN U:: DETAIL 0 0 0 0 0 S 0 ° 0 07-7 0 o 9 i 1 - 22 I q' -1 v \ S 0 MANSARD BOX BEAM SPLICE DETAIL Box COLUMN 8" BOX BE LJ 0 0 0 0 0 a 1/4 0 o 0 00 0 0 9 9 J 0 = 9 3/4"' , y 10 BOX BEAM 1/4- T}R'J9061s 60' ANo 4" 3/16" PLATES TO RE?SORC£ BOX COLLUN AT BRACES. 1AAX. I BEANS.; V A4j{ T • 2 14014. 4" BOX BEAM 3" BOX BEAy 5" BOX SEAM . RTES -• t x 1 /E 114 X 1 I/O' sus PAT0 TRUaCS 4r40 114 F ,S x . S3 1 NTO A,S. - SAS TYPICAL ELEVATION U--04A NE.L. CY T 1 C ►:AL / 1/4- 1•4. THICKNESS Tx Tx 3/16" •JCIE. r LONG 1814 3 -1 /4" T1itU9c TS TO COLLMI. TOP V1Ev Cr 'K' )RACE CONNECTION ix2X3 /16" ANGLE 10" LONG AT EACH SCRLEN R=.7F JEAN i 4 L LYV:c d 2'1 2'x1 /13•A.PrGLE VITH 2 110 S r_S 1N EACH LEG SASE ANGLES vn4 7x Yx 1!8' 3' RISER x 12' VIDE A, 1M RAF PANEL COLt.hw 2'x3'x1/9' AilC.LE C?4 EACH s :DE STRUCTURAL GUTTER DETAIL 2X2 ROOF 14E1491 s. 1 � I END WALL POST DETAIL SPE.AL 2 Wl..O¢T r Low AT (4.4 A`:JVM,A1 RAFTER rASTEEN o TZ1 FAS... 4T4 V/ 3 5/16'. 3' LACS NOTE. LARGER PLATES MAY BE USED it REQUIRED. 112 PEACE 110 SxS. BRACE BOX BEAM T44RU 1 1/2'x1/16' COVZR PLATE '.ITN 110 SUS 11 x 1 1/2' sus OvETtA• BEAN, TO CCL ANO FASTEN WITH 3 114 si1S EACH SIDE AS 21-C'v14. 1/5E 4 114 SW5 rm 802 902 )CX Tx Tx 3/16" ANGLES 2' ION rAS01A BEAM CONNOCTLON / u5E 2'x 2'X 3/16" 4'01.3 VITH TV O 1/4' Ti-:"J )3.TS TVO 3/8' LAOS TO rASCiA 114 SUS 1.4AY BE USCD IN PLACE OF 1/4' THRUBOLT5 ALTERNATE 1' FASCIA WITH r SUB FASCIA. 114 SMS AS S•r10vi4 , rx 4 "X 1,'t' PJTT_S TvO 1/4' T4RU B,'_TS WITH 4 114 SVS AS SHO•AV OR 1 11 Sr.$ 1/4' T)- ti B1_TS STRUCTURAL DER PENH r.o 1/4' THTrJ BO.TS V/ VASE -ERS 2x2x1 /8' A:IGLE v/ 114 SMS AND 3/r. r ANCHoos TYPICAL. E ACH CORNtR 2 - 12 - c/ 9' ANG E W'( 2 114 S1S IN CA34 LEG 1/4 T16tIJ90.1. TS AS SHOWN. __AM TO COLUMN 305 )EAR CORNER DETAIL CONNECTI 5/16'X L AGS 4 AT EAL74 BEAM 1•0 12' C.Z. S I A..0Z Tx Tx 3/16" ANGLE 3' LL"4G V/ 1/ TI- U )CLTS AS SIti VN. FOR CAEALE BRACING AH0 S' Gu17FR oETA:Ls SES $MEET 13. 2'X2'X1 /8'ANGLE VI H 2 814 SMS TO Ti-E COLUMN 3 1/r X 6' x , °r.d 1 /4'x 3' ANCHORS PR PA DU T RENEWED 2X2 SNAP AND 152 SNAP. ALTERNATE BRACE DETAI HP1•QNCENO q . 1 - Osoq.oZ REPRODUCTION ANC APPRDVAL OF THIS PL OR ANY PART THEREOF TMIS v„Ar; 6 Irh•A„10 UN•...SS SIGNED A•17 SEALED BY EXPIRATION DATE V EC• C, SETA ILS . FOR CONSTRJCTION OR ANT OTHER 152 SMA:.J. ONLY BE DONE BY ROeCRI S. UONSOJR FOR EA SJ914•'77 A` Z / RAUUS ENG :NET,7tI, :0. 84C. /,( _ _ PRODUCT CONTROL DIVISION nl rn nINCr CA COMP; .1 ANCF. C FFtCF 25.2 BRACE *ITN 1/6 PLATES EA ENO W'IT1• 114 SUS AS SHOWN. 1'X2 - 1/2'X1/16' COVER PLATE w'TH 110 SUS. 110 x 1 1/2' SL S. EXTRUDED GUTTER =TT 1 NI.QJS 1x2 HCY4CR TTTH 11 4 X 1 1 /i 31.3 24' 0.0 AL0NG 0.:1TTE3t C3.'T14& JS DIVERTER (Op :lord) \ 252 SPCG:•L 2- BRA7C C LONG AT CAO 1.4 rl , 041= TO r4S.3A Kn+ 3 S /14'X 3' LJ.3 r ocrk. rA„�IA EXTRU3E3 Gt/TTETL 1404CATS 3/Tx 6" LA.'S AT EA.7. BE.14 lio a T14 Y FX12R BLocz Ss 1/6 OR 1•X rX 1/5' 0Oti"11J°US AN F w'TH 1/4" T1RU80LTS AS SMJMN. G044TINUOLS 1x2 2.2.3/16 ANGLES W/ 1/4'. 3 " ANCHORS AND 11 WS. USE 3/6 ANC-40R5 FOR 2/7 AND GREATER BEANS. BOX BEAM DETAILS I �� CIP_UrCJ o BOX e i 4 1 BOX COLUV.t: DOUBLE 2C2 WITH 3 /B'X 6" LAGS. 2 AT EA. COL. A.ND AT 24' 0.C. FASCIA CONNECTION FOR DOMES ! SPECd1. Z 8RACXET 7' LONG. 4' 1410c GUTTERS ONLY. 3.TS , LTF.1r j i i l l ` r 'CI 114 X 1 1/2' SUS\ 110 SRS 24' O.C. T3' AND 1DT113R JEAN C^t�CTp4 1.52 t. 2' . 3/ ANGLES ICH 3/6" LAGS TO rASCW 1140 1 /4 - THRUBOL TS TO ICUI. 1442, 4' WIDE GUTTER KAY BE USED AS SHOWN ON BEAU TAB',E SHEET 11 ( WAX_ LOAD - 11001 ) 2 - 810 x 1 1/2' SKS 1 CAD4 PLR-D1 252 PJRL1 .1 r INDICAITS 3/6 x 6 LA CS AT EACH 9E.43' LOCATION CAULK EA. LAC GUTTER BRACE DETAIL 1/16' U CLIPS VITH 110 x 1' SRS AS SFOVN APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19S P44G.Ji CON fROL ► S, ON - IILD.NG CODE COMPLIANCE OFFICE cCEPf.1NCE NO95 06 - • • a0 C" 3 /4. z . -.0 (OPT+ xN AL) rxr 04 � I _ P■9 O ED In 0 72' V.t i i 1 0 0 0 0 o o � 6" BOX BEAN 0 0 0 / O 0 0 0 0 0 0 0 0 0 )Ox C3.UTA ToP VIEV sr 'x' JRA;Z ( 2X3. 2X4 2x5 A•:D 2x6 90x 9EAUS ) USE 1/8'X 2 X S STRAPS war+ 6 114 SuS TOTAL-. ( 3 EACH SIDE Of ( 2x7. 2X8. 2X9 Ar10 2X10 BOX BEAUS ) USE 1/8 X f tr P7F .,k kE OF SPUCE 14 1 14 SiS TOTAL. 3/1C x 1 1/4 STRAPS too BE uSED / 04 PLACE of 2 ' STRAPS. 1 4 t � % BOX BEAM 9" BOX BEAM 2x2 CHANEL V/ 1/4' THRU JOLTS K - BRACE DETAILS ALL PLATES SPUCE ) r 3/16' PATES VITH 114 SRS A; S1•.VN CUT PLATES TO r1T INSIDE Or BOX BEAMS AS SHOvN U:: DETAIL 0 0 0 0 0 S 0 ° 0 07-7 0 o 9 i 1 - 22 I q' -1 v \ S 0 MANSARD BOX BEAM SPLICE DETAIL Box COLUMN 8" BOX BE LJ 0 0 0 0 0 a 1/4 0 o 0 00 0 0 9 9 J 0 = 9 3/4"' , y 10 BOX BEAM 1/4- T}R'J9061s 60' ANo 4" 3/16" PLATES TO RE?SORC£ BOX COLLUN AT BRACES. 1AAX. I BEANS.; V A4j{ T • 2 14014. 4" BOX BEAM 3" BOX BEAy 5" BOX SEAM . RTES -• t x 1 /E 114 X 1 I/O' sus PAT0 TRUaCS 4r40 114 F ,S x . S3 1 NTO A,S. - SAS TYPICAL ELEVATION U--04A NE.L. CY T 1 C ►:AL / 1/4- 1•4. THICKNESS Tx Tx 3/16" •JCIE. r LONG 1814 3 -1 /4" T1itU9c TS TO COLLMI. TOP V1Ev Cr 'K' )RACE CONNECTION ix2X3 /16" ANGLE 10" LONG AT EACH SCRLEN R=.7F JEAN i 4 L LYV:c d 2'1 2'x1 /13•A.PrGLE VITH 2 110 S r_S 1N EACH LEG SASE ANGLES vn4 7x Yx 1!8' 3' RISER x 12' VIDE A, 1M RAF PANEL COLt.hw 2'x3'x1/9' AilC.LE C?4 EACH s :DE STRUCTURAL GUTTER DETAIL 2X2 ROOF 14E1491 s. 1 � I END WALL POST DETAIL SPE.AL 2 Wl..O¢T r Low AT (4.4 A`:JVM,A1 RAFTER rASTEEN o TZ1 FAS... 4T4 V/ 3 5/16'. 3' LACS NOTE. LARGER PLATES MAY BE USED it REQUIRED. 112 PEACE 110 SxS. BRACE BOX BEAM T44RU 1 1/2'x1/16' COVZR PLATE '.ITN 110 SUS 11 x 1 1/2' sus OvETtA• BEAN, TO CCL ANO FASTEN WITH 3 114 si1S EACH SIDE AS 21-C'v14. 1/5E 4 114 SW5 rm 802 902 )CX Tx Tx 3/16" ANGLES 2' ION rAS01A BEAM CONNOCTLON / u5E 2'x 2'X 3/16" 4'01.3 VITH TV O 1/4' Ti-:"J )3.TS TVO 3/8' LAOS TO rASCiA 114 SUS 1.4AY BE USCD IN PLACE OF 1/4' THRUBOLT5 ALTERNATE 1' FASCIA WITH r SUB FASCIA. 114 SMS AS S•r10vi4 , rx 4 "X 1,'t' PJTT_S TvO 1/4' T4RU B,'_TS WITH 4 114 SVS AS SHO•AV OR 1 11 Sr.$ 1/4' T)- ti B1_TS STRUCTURAL DER PENH r.o 1/4' THTrJ BO.TS V/ VASE -ERS 2x2x1 /8' A:IGLE v/ 114 SMS AND 3/r. r ANCHoos TYPICAL. E ACH CORNtR 2 - 12 - c/ 9' ANG E W'( 2 114 S1S IN CA34 LEG 1/4 T16tIJ90.1. TS AS SHOWN. __AM TO COLUMN 305 )EAR CORNER DETAIL CONNECTI 5/16'X L AGS 4 AT EAL74 BEAM 1•0 12' C.Z. S I A..0Z Tx Tx 3/16" ANGLE 3' LL"4G V/ 1/ TI- U )CLTS AS SIti VN. FOR CAEALE BRACING AH0 S' Gu17FR oETA:Ls SES $MEET 13. 2'X2'X1 /8'ANGLE VI H 2 814 SMS TO Ti-E COLUMN 3 1/r X 6' x , °r.d 1 /4'x 3' ANCHORS PR PA DU T RENEWED 2X2 SNAP AND 152 SNAP. ALTERNATE BRACE DETAI HP1•QNCENO q . 1 - Osoq.oZ REPRODUCTION ANC APPRDVAL OF THIS PL OR ANY PART THEREOF TMIS v„Ar; 6 Irh•A„10 UN•...SS SIGNED A•17 SEALED BY EXPIRATION DATE V EC• C, SETA ILS . FOR CONSTRJCTION OR ANT OTHER 152 SMA:.J. ONLY BE DONE BY ROeCRI S. UONSOJR FOR EA SJ914•'77 A` Z / RAUUS ENG :NET,7tI, :0. 84C. /,( _ _ PRODUCT CONTROL DIVISION nl rn nINCr CA COMP; .1 ANCF. C FFtCF 25.2 BRACE *ITN 1/6 PLATES EA ENO W'IT1• 114 SUS AS SHOWN. 1'X2 - 1/2'X1/16' COVER PLATE w'TH 110 SUS. 110 x 1 1/2' SL S. EXTRUDED GUTTER =TT 1 NI.QJS 1x2 HCY4CR TTTH 11 4 X 1 1 /i 31.3 24' 0.0 AL0NG 0.:1TTE3t C3.'T14& JS DIVERTER (Op :lord) \ 252 SPCG:•L 2- BRA7C C LONG AT CAO 1.4 rl , 041= TO r4S.3A Kn+ 3 S /14'X 3' LJ.3 r ocrk. rA„�IA EXTRU3E3 Gt/TTETL 1404CATS 3/Tx 6" LA.'S AT EA.7. BE.14 lio a T14 Y FX12R BLocz Ss 1/6 OR 1•X rX 1/5' 0Oti"11J°US AN F w'TH 1/4" T1RU80LTS AS SMJMN. G044TINUOLS 1x2 2.2.3/16 ANGLES W/ 1/4'. 3 " ANCHORS AND 11 WS. USE 3/6 ANC-40R5 FOR 2/7 AND GREATER BEANS. BOX BEAM DETAILS I �� CIP_UrCJ o BOX e i 4 1 BOX COLUV.t: DOUBLE 2C2 WITH 3 /B'X 6" LAGS. 2 AT EA. COL. A.ND AT 24' 0.C. FASCIA CONNECTION FOR DOMES ! SPECd1. Z 8RACXET 7' LONG. 4' 1410c GUTTERS ONLY. 3.TS , LTF.1r j i i l l ` r 'CI 114 X 1 1/2' SUS\ 110 SRS 24' O.C. T3' AND 1DT113R JEAN C^t�CTp4 1.52 t. 2' . 3/ ANGLES ICH 3/6" LAGS TO rASCW 1140 1 /4 - THRUBOL TS TO ICUI. 1442, 4' WIDE GUTTER KAY BE USED AS SHOWN ON BEAU TAB',E SHEET 11 ( WAX_ LOAD - 11001 ) 2 - 810 x 1 1/2' SKS 1 CAD4 PLR-D1 252 PJRL1 .1 r INDICAITS 3/6 x 6 LA CS AT EACH 9E.43' LOCATION CAULK EA. LAC GUTTER BRACE DETAIL 1/16' U CLIPS VITH 110 x 1' SRS AS SFOVN APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19S P44G.Ji CON fROL ► S, ON - IILD.NG CODE COMPLIANCE OFFICE cCEPf.1NCE NO95 06 - • • a0 C" 3 /4. z END NON LOAD BEARING VALL SQUARE FOOTAGE 1 -145 1 146 -273 ( 274 -363 364 -416 1 417 -443 TOTAL OD CIF CABLES ON 11f FUT LOAD KA M VALL 2 1 EA. END 4 2 EA. END 6 3 EA. END 8 4 EA. END 10 5 EA. END S?ECLAL Z BRACKET T LONG. 4' WIDE GUTTERS ONLY. 3.75" 5" 0 4" Z— BRACKET h N ti .1875 .220 # 2 16 4. 825' 4. 700 ALTER4ATE GUTTER SQL T #14SMS #12SMS #1OSMS CUT RD.! MG1 6' SKEET 3PXT VTTH (4) 3/8' X 2 1/2' LAG BOLTS TO FASCIA PRODUCT RENEWED ACCEPTANCE ha 0l? —(1 • 0 3 o�D�;� IZ 16/2005' AMMO ALTERNATE F2ODUCT %sNTROLDIVISION BITE DNO CODE COMPLIANCE OFFICE 1/8' STAL'IISS STu" . CABLE 1/8' S T A.?LE.= ST M. CAKE L11'LE CDCRE3S EVES b r 1/8' ANGI BRACKET ' ='iT'ri (S) 1 :4 X 3/4' S4S O V ,LL .'EXHRS EYE -BELT V2IlED Q D VITH D�';; NITS 3E CONPSS?I S_. V8' STAiNtISS STEEL CAKE FAS TD4 SL.PJR GUTTER 111 TIE KIST STRUCTL V7 V4'x2V2'LAGS2 DX- 7 L 3' ASTA A -36 S VrTH 3/8' X 3' Sl �Y 74+. - Til C r t DECK i I- S cP KAT ALSO BE USED CH SIDE C1 Ca-CA SLAB. 4A NTAJi 2' r N. EDCF t ISTAL CABLE BRACING DETAIL 6' SLPER rF.A.KET VITH (4) 3/8' X 2 V2' LK) iL1TS TO FASCIA TIP RAI 5 " GUI IER BRACKET DETAIL II 1 CX14NTTTIES ABOVE Ar FTR 3 SIDED EN(1.DSIS S. + `E TO ENGlt€ 'S SITE SPECIFIC PLAN flit Q }ER CENDtTIDNS. USE 1HE SET IF CABLES OH RETtJ4 VALLS F"lR SPAKS OVER 16 FEET. —1/8' STAINLESS Sit. CAKE DOUBLE C f SSiD4SLE VES 3/8' S'J.EVE AC 11/4' T 3 1 G.7 N 4- z C 2' X 3' X U4' Mai 2 EAD4 SIX CF REIF BEAX ev S z. VTTH (4) 114 X 3/4' SKS TO Rif KM AND (2) 3/8' 1- r X8' LAG 3t1TSt (3)114X1' SYS TDGJITt`R z v F:--,'' i c. w �o FBEA = < o I5 16 8 T a NOD V"rEN 1x2 PERDDTER ? K3ER IS USED, USE 2 SETS Ef V4' ANGLES. l RIIF 3EAx 2 J APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE _TILL 7 199S • PRO - :1C CONTROL VISION 3UI1Oft;G CODE COMPLIANCE OFF E ACCEPTANCE NO S "C X[7 JS . (' i U 0 Z ^ w Gs 8 Cr+ RSAI .NNE & 1995 r S wPi 3 . 3 r� - M IA M1i 111M1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Hialeah Aluminum Supply, Inc. 2360 W. 76 Street Hialeah ,FL 33016 Your application for Notice of Acceptance (NOA) of: Screen Room with Aluminum Sandwich Roof Panel under Chapter 8 otthe Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the :Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may - revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. it it is determined by BCCO that this product or material tails to meet the requirements of the South Florida Building. Code. The expense of such testing Novi!! be incurred by the manufacturer. MI.A ;NII -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONIPLL: ■NCE OFFICE METRO -D: \DE FL:\GLI:R E3UlL_Dl\(i 1-:0 WEST FLAGLER STREET. SUITE 1603 FLORIDA 3313) -156: (305) 375 - FAX (305) 375-290 CONTRACTOR LICENSING SECrlON (305) 375 - 2527 FAX (305)375 Cu..N FR.ACrOR c'FORCI:\IEN r DIVISION (305) 375 - F:\ \.(305) 375-2Q05 PRODUCT CONTROL DIVISION (305) 373 - 2902 FAX (305)372-6;39 ACCEPTANCE NO.: 00- 1015.02 EXPIRES: 01/08/2006 Raul Rodri_uez Chien Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODU'CT REVIEW CO:MMIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee,to be used in Miami -Dade County, Florida' under the conditions set forth above. .- APPROVED: 01/1)4/2001 Francisco J. Quintana. R.A. Director Miami -Dade County [3uildin_ Code Compliance Office s045000I'pc2000\ \templates \notice acceptance cover page.doc Internet mall address: postmasteru�buildingeorleonfine .tom Hornepage: http : / /www.building,codeonline.conl Hialeah Aluminum Supply. Inc. ACCEPTANCE No.: 00- 1018.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 01/04/2001 01/03/2006 1. SCOPE This renews the Notice of Acceptance No. 97- 0527.08, which was issued on January OS, 1998. It approves an aluminum screen room, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This aluminum screen room and its components shall be constructed in strict compliance with the following documents: Drawing No. 97 -109 titled "Insulated Screen Room ", prepared by Tilteco, Inc., dated April 09, 1997, last revision 42 dated December 01, 1997, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts. must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum screen room and its components shall be installed in strict compliance with the approved drawings. 5. LABELING This aluminum screen room shall bear a permanent label with the manufacturer's name.or logo. city, state and the following statement: "Miami -Dade County Product Control Approved ". The label shall be placed at the bottom of the chair rail at each bay of the screen room and at each roof panel. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. it/ Helmy A. i lakar, P.E.- Product Control Examiner Product Control Division Hialeah Aluminum Supply. Inc. ACCEPTANCE No. : 00- 1018.02 APPROVED 01/04/2001 EXPIRES 01/08/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials. use. and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I , 2 and this last page 3. END OF THIS ACCEPTANCE 3 Helmy A. ffakar, P.E.- Product Control Examiner Product Control Division MARK "T-f Tw 77 10 4" .055 .r04' 11 6 .055 .120' 12 7" .070 .264 13 5" .082 .224" 14 9- .072 - . .450" MARK "H" (J r 4 (J 5 G 6" • L1) .100" -•-.- 1 L -- 2.'50 x 3" FLUTED POST .!C. 4 L . .vr'' - I' R. JCO L y 4. cco• 1 l 2.750' SCALE- J.'8' - ,' \ } - .19C �? 'i-' BEAM R 3 1 aaB" ( ?C) 2" x - 3 "4 PANEL T t �BE� SCALC ,. a - 1-U P2260' R.0.11'- 3ti^ l L -.125" 88' 1 .!3..5 - "I" BEAM' SGLC- J /8' - 1 2 i 1.4 . 13 " x 3 - COL UMN 2 00 0 I 2" x 3" SNAP C'OLUM; \T r, , ® SOME- J,'4 1' r _2.000"-- 1 SCALE • .00O er T2 r J /4 5. M. 5 a I6' o. C. t �T IL1) �� . & (14.1 LAP BEAM 4" x 4" COLUMN. .067" (TIP) SCALE: 1 /8' - 1' 2" x 4" SNAP BEAM /COLUMN TABLE 2 . ( 2 x 2" PATIO SECTION SC',LL• .1 '1r - 1 • /11 -j 9- -- .125 ( r7 L (D® 6) & (. RECTANGULAR BEAM 3CM F.- lit' 1" TABLE 1 `15 1" x 2" PATIO SECTION J /4• - 1 CORNER COLUMN s;N C J /8 = 1 GENERAL NOTES: !. THIS STRUCTURE HAS BEEN O£SiGNEO .IN ACCORDANCE WITH CHAPTERS 2J, 23 44 OF THE 1994 EDITION OF THE SOUTH FLORIDA BUILDING COOE. WIND VELOCYTY CONSIDERED IS 1 IC m.p.h. DESIGN WINO LOAD AS PER SECTION 6 of ASCE 7 -83. 2. DEFLECTION FOR COLUMNS BEMIS AN0 ROOF PANELS SHALL BE AS FOLLOWS: - L./80 FOR ROOF PROJECT1CWS FROM EXISTING STRUCTURE LESS THAN OR EOUA4L 10 12 FEET WHEN USED FOR RESIDENTAL OCCUPANCY. - L/180 FOR ALL COMMERCIAL PROVE AND F'OR RESIDENTIAL WHEN ROOF PROVECTION FROM FY5TINC STRICTURE IS GREATER 1 4N 72 FEET. J. ALL EXTRUSIONS TD 8F 606.7- ALUMINUM ALLOY UNLESS OTHERWISE NOTED. 4. THE THIICXNESS OF Au EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING WITH S:ANI .D rOLERNic£S W ACCORDANCE WITH TH£ ALUMINUM STANDARDS AND DATA 1988 EDITTONF, ALUMINUM ASSOCNTION I CC PORATED. WASHINGTON 0. C. S ALUMINUM ROLL* PANEL ALLOYS SHALL BE .3 705 -H254. ' 6. ALL SCREWS TO BE 304 SERIES S STEEL OR 2024 -r4 ALuuuwu ALLOY. 7. ALL BOL TO BE A S. T. M. A -.307 GALVANIZED STEEL OR 2024 - ALUMINUM ALLOY. 8. ALL LX)MCRETE SHALL DEVELOP MOO p.sl. CDMPRESSW£ STRESS A 28 DAYS. WELLED WIRE FABRIC SHALL COMM Y W/ AST)/ A - 185. 9. ALL REWFC, CIN0 STEEL SHALL HE AS 7 )1. A -615 CRAVE 60 DESIGNATION BARS. ID. SCREEN USED ON MALLS SHALL BE 60 PERCENT MINIMUM OPEN. 1I. ALUMINUM ME7419£R2S W CONTACT WITH CONCRETE AND W000 SHALL BE PROTECTED BY KOPPERS 81TL51 ,OLS PAINT ACCORDING TO SF.B.0 SEC710N .3004.4 (a) AND (e). *NEN ALUMINUM 5 IN Lro1NUCr WITH PRESSURE TREATE0 NOCO. IT SHALL BE w ACCGNE.1NC'E W1774 n,f S.F.B.0 SECflCN .3004.4 (1). 72. IT S4.KL BE THE R(SP'XN5I81urr OF THE CONTRACTOR 7D VERIFY THE SOUNDNESS OF THE STRUC7UR£ WI SCREEN ROOM IS TO BE ATTACHED TO INSURE PROPER A NO- ADRAGE IJ. WIMWLAI SOUL BEAR•.6 C4PACJIY TO BE 2000 psi'. 74. CONCRETE AND MKSCHAY ANCHORS SHALL Be TAPCON TYPE ANCHORS AS MANUFACTURED BY L 7 W. /7t4315L7 OR £LCD INDUSTRIES, INC., OR RED HEA0 WEDGE ANCHORS, AS MAMl'FACTUR£D BY LT.W. /RA44LSCT. DIAMETERS AND LENGTHS SHALL BE AS SPECIFIED ON. DRAWINGS. MI.'N71(L I PENETRATION INTO MASONRY IS 1 1/4". MINIMUM PENETRATION INTO CONCRETE T5 1 J /4'. MINIMUM M'MHLi1 PE4E7RATICW 5 8N ADDITION TO ANY .490ED LENGTH REDUIRED TO PONS IRATE EXISTING PRECAST mar. PP5t.ST CONCRETE PANES, PAVERS OR TILES THAT COULD BE COYERN.0 THE CONCRETE OR MASONRY WALL L OR FLOOR. I5- 1}'1S STRIK'TURE SNAIL BE CONSTRUCTED ATTACHED TO A CBS WI; H u£AN ROOF HOCHT £COAL 06' LESS THAN 60' -0 N?T /FY rHiS 010 :NCR IF THE ABO'A£ CONDITKW IS NOT COMPLIED *177-1 THIS STRUCTURE SHALL E£ INS TAILED LESS THAN 15' -D" HICH A•OVE L7?CVJNO LEIS_ 0 I rsi 2.00? 2" x 3" PATIO SECTION SCALE: J /8' - PRODUCT RENEWED E IRATK)N DATE 0 8 Zoo ACCEPTANCE No. 00 - By � r - a P110' T CONTROL DIVISION BUILDING CODE COMPLIANCE UFI:ICE I ( 250- 5 1" FLAT BAR 605.1 AL (Sry34.v ALLOY SCAL 3/6' - 1" APPROVED AS COMPLYING WITH T}iE SOUTH FLORIDA BUILDING CODE DAT • • - % 19 BY PRODUCT CO r OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO DADE COUNTY COPYRIGHT 1995 TSL,TECO, ac. / IILIECO INC. \ TILLIT TESTING t EHCINEERN4G gYPANY . N+ N... Vin Si. . P.. 211 'rir'CMM FNCLK. n ru . (300K7. -13.11 , •->LTER A TILLIT Jr.. P. r. ROP.IDA L' <. 441E7 KT. aD INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC.. 2360 W. nth STREET HLALCMI. FLORIDA 33016 DOC AVrv. Lt.AERl.L. Co L •C4AL yrt F •ll-rl 1 L -1-77 AS SHOWN SCALE 4/9/97 DATE 97 - 109 DRAWIN3 No SHEET 1 Or 9 • 11 TL .625 • • ...... • • • c4-.) 2" x 3" PURLIN 11 5/Ir ..... • • • • • • • • • • • . - • .......... • • • • • • • .... • • • 4 47 I/4 ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 3 • ...... • 0 THERMAL FILL-PULIN PANEL CONNECTORS SCALE yr - 47 lir PANE. *KITH ROOF PANEL SECTION SCA r 1 " - t 47 1,14" .0.37 (.s-rticco aeossED) 3 7QS-I-054 ALtpirrrum sAaN TDP BoTTON tr COPYRIGHT 1996 1ILT COO. PC. LITIEFE74c. MUT TESTING G DOG N EERINO P A NY 6395 as.. 34.0, St S(a. 217. No•Ci6A /1. 33164 • Pm. (1033471 -1530 . (30:)471-13.31 WAT ER A. 'GLUT Jr.. P. E. FLORIDA L;c . 44 167 INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W. 760 STREET HIALEAH. FLORIO* 3.3016 WV. 60 01:14:W =canoe 1 ahn 1 - '. •. [ 01(31ti8L 6 - 1 1 - 97 (..c r jrZ.,_171 • AS SHOWN SCALE 4/9/97 • DATE • 97 — 109 DRAWIN 0 No SHEET 2 or 6 ALTERNATIVES FOR SIDE LAP PANEL CONNECTION yy 9") sc.A.Ln 1/8 ...... • • © CLIP merc. LB/PT oovsirr CPA) YSTYRENE AS 144NUFADTLIRED 9Y ,44 PRODUCTS cosown: 1/0i1D4W. 1. 39302 W/ DADE CO. APPROVAL 93-0625.01. r I 5/8" ....-. . Apecsivr Too & BOTTOM SHALL BE M-464 L PREPOLn4E14 SOLUTION. PROOLICED 410RTC14 roanwAnoNAL., aac.Aco. cuts SO606-1398 - PRODUCT RENEWED ACCEPTANCE No. 0 0 - 0 / e• 07, EXPERATION DATE By tMODU C ONTROL DIVISION BUILDENG CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE B DA y T riv • .1 • PRODUCT CO C OL DIVIS:ON BUILDING -CODE COMPLIANCE OFFICE ACCEPTANCE MO 'T? n).67 DADE COUNTY 1/4 I rAF'CON ANCHORS 0 6" O. C TO C a S. WALL air-) --1 1-- 1.000" 3 .20 2- k HEADER SCALE 3/r - 1' 4 .050'P- (2) PANEL 1--.J7.5" OJ 1'R. VALANCE 6063 —T5 ALLIWWLIW ALLOY SCALE .s/8' - 1' DETAIL 1 CONNECTION TO HEADER SOLE. I /4' a 1' MI ( SCHEDULE) ................. DETAIL 2/3 CONNECTION TO BEAMS SCALE: 1/4' — 1' i :9) TT w ao GUTTER 5067 -75 ALUMINUM ALLOY SCALE: .3/8" — 1' 1.565' 1.500 - 1 5 14xJ4" S M. S EA, S10E PANEL AT TOP & BOTTOM AT LOC47 035 SL•OwN Y x 2' x 1/8' ConL 1/4' I TNRU BOLT W/ Arum. ANGLE (EA. Sl0E) W/ (2) 2/4" 0 x .04r wASr+ER /14 : 3 4' S W. S O • 12 O C AT TOP 12' O. C. 70 8£414 COMMED7CR C) OR A I -009' PANEL TUBE 6063 —T6 ALU46NUM ALLOY SCALE 3 /8" — l' .065 PRODUCT RENEWED ACCEPTANCE No. O — / 0 / 8 . o2 ENTINATION DATE 01 /0 S /1•ao 1 P9O'' CONTROL DIVISION BUD_DING CODE COMPLIANCE OFFICE. 1/4' a rNRU Oar w/ (2) 2/4' 0 ,. 047' WASHER 0 r 0. C . i r TCP .1 I I I I I I /�- �r. it II Alum. ANGLE (E4. SIDE) w/ / 14 A 2/4 S. 14. S. A 12' 0. C. 70B£AM SECTION A A SCALE: 1/4" — 1' BEAM (SEE SCHEDULE) APPROVED AS COMPLYING WITH THE SOUTH BUILDING CODE ��pp� DAT ► :: 19�s2 BY is• PRODUCT CON 'OL DIvIS:ON BUILDING COOE COMPLIANCE OFFICE", ACCEPTANCE NOqr 21 . 't C3;7PTRIc fT 1996 T1LTECO, INC. ILIECO TILIIT TESTING i D4G2NEERING COWPAMY 0.1» Kw. 340 R - K•. 217. NRLbw C.» ) S R 33104 c+w,. (303)071 -1530 . re, : (303)471 -13.71 WALTCR A. TILLIT Jr.. P. E. FLORIDA Lac. 441E7 INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC.. 2360 W. 76th STREET HLALEAH, FLORIDA 33016 • 0n. .0 1 eer.. 0. 0a131111. , -17 -97 7 OfS+n10M MR AS SHOWN SCALE 4/9/97 DATE 97 — 109 DRAWING No Gc J L SHEET 3 or 6 DADE COUNTY I I �_ 4--! I I -------------. Ei Alum. . Co+. ONLY A /L CW Alum. BCC - - - (Ty p.) ../." (Cont.) (Trn.) Aka Ca. (TIP.) - -- Max. Col. HE) SCHEDULE ON ,T it II vmc I I I I -- ._ .. — ::...... • 6 74) VALANCE E4CN SVC (Cont.) OPQl S7 :REEll R001( I (15) GUTTER (Con L) F— SEE I BEAM SPAN OR BEAM Col. SPACING SZ1ICDUCf BEAM SPAN OR Cot. SPACTIC ROOF PLAN - MONOSLOPE ROOF SCREEN ROOM (W/ OR W/0 SCREEN) Tyr. • SRE'EN RCION /C HOP) N. T. S. -//-/-7// BEAU SPAN OR Col. SPAC7AG (OPTIONAL TO CLP LS) NOTE: SEE BEAM & COLUUN SCHEDULE ON SHEET 6 OF 6. csa.Alfv Cone. FOOIAG. SE SC t tf OW SHEET 6 ELEVATION- MONOSLOPE ROOF SCREEN ROOM (W/ OR W/0 SCREEN) r. s. SEE BEAM SCNEDULE a = 0 d W IL 6J g N gid INC Cof OE 3 NOTE : r/ (8) 1/4 _ TAPCON r / AKNOQS PCA f PANEL o 6- C. C. ( / / f. �. FOR SCREEN r *ALS O1v'L ALWA USE BEA.'.1 w/ OR CO i!.w.J do ( BEAU w/ COLUMN • 4 Il = 1 ~ t�fl l �t��lt n = 11= U= 1t�1�11�11�1 HF.10£R (Coot.) ®— 4" Conc. SY.AS r %6'..6', W1.4, W1.4 W.W.M. OYER WELL COMPACTED P&L (PROVIDE Ix SLOP() SEE DEL ! J SEE CET. 2/7 1� —INt 11= 11= 11�1� I I�cll�dl l � f I �'Id i LL11 = - RETURN r CL -- SECTION A N. T. s. 26 RWF PANELS W/ 1/4712" Min. UP rn 1 4/ 47/ 11' Maa. SLOPE / 10 S M. S. • 12 0. C. GUTTER (Cont.) if 10 S. Ea. PANEL Awn BEAM N./ 4) fOx 1 ! - s 70 CIXl'MN N /O - / 10 $ 1 1/1 /NTE4NAL S.L.S. TO Cot. SEE CONNECTION Specs ON SHEET 5 CF 6 PRODUCT RENEWED APPROVED AS COMPLYING WITH THE SOUTH.FLORIM BUILDING G kalt?T'ANEENo. O - I O 18 . O Z DAT i — A: EYPLZATION DATE O I / 8 /ZO 6 By r / A : . iL B' )„1 ' ' • 4 1 PRODUCT COAT OL DIVISION . PRODU ONTROL D(VIS(ON BUILDING - ODE OFFICE BUILDRtG CODE COMPLIANCE OFFICE ACCEPTANCE N0."( I - 0329 •66 DADE COUNTY CCPTRICM 1996 TILTECO. INC. / / IILIECO TILLIT TESTING k ENGINEERING COMPANY •.Sa` N17. 3lrl. A.. SI.. 217. W.Gan1 CoR6016. PI. ].a10 R.an. 00:)411 -13.30 . at (701$71 -1111 WALTER A. nLUT Jr.. P. E. FLCRIW lr. 1 44167 INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 N. 76th STREET HIALEAH. FLORIDA 33016 =IC Oft. /Z -7 -771 ao (7(i/CE -K. NV. Y '..21 e - -0 '.AS SHOWN SCALE 4/9/97 DATE 97 - ' 109 DRAWING 14o SHEET 4 of 6 '` m �o CWLY AT �.. SCRESV WALLS ...... Cdo © $ O 10 12 €3) OR 1 0@ ® 0 OR OPEN (OPTTJl44L) AL T27Lit TE TO CM8C C 'wm use r yen SZE S p.cc ON 9+f Fr / ceA �r� Max. Col. HE) SCHEDULE ON ,T .. — ::...... 4' cone. Sue W/ C r r. W1.4, W1.4 W. W. LL (OPTIONAL • CARPORTS I T CC '1' -- ^^ » ®� •••••. »•• .. :.:. _.. _. _ ..� _ _. __._ _ 15 \` Ii- 11=11 =11: �t I I1-JI-It -11: =4- 1= 11,1=1 IA- W; d Co 4. / Cox. Flp. / DCT S/S y , �� , u I 1 �� . T I� /�- — Col. EMBEDDED IN FTC. LJ — L _ _ J -_ - - - • 6 74) VALANCE E4CN SVC (Cont.) OPQl S7 :REEll R001( I (15) GUTTER (Con L) F— SEE I BEAM SPAN OR BEAM Col. SPACING SZ1ICDUCf BEAM SPAN OR Cot. SPACTIC ROOF PLAN - MONOSLOPE ROOF SCREEN ROOM (W/ OR W/0 SCREEN) Tyr. • SRE'EN RCION /C HOP) N. T. S. -//-/-7// BEAU SPAN OR Col. SPAC7AG (OPTIONAL TO CLP LS) NOTE: SEE BEAM & COLUUN SCHEDULE ON SHEET 6 OF 6. csa.Alfv Cone. FOOIAG. SE SC t tf OW SHEET 6 ELEVATION- MONOSLOPE ROOF SCREEN ROOM (W/ OR W/0 SCREEN) r. s. SEE BEAM SCNEDULE a = 0 d W IL 6J g N gid INC Cof OE 3 NOTE : r/ (8) 1/4 _ TAPCON r / AKNOQS PCA f PANEL o 6- C. C. ( / / f. �. FOR SCREEN r *ALS O1v'L ALWA USE BEA.'.1 w/ OR CO i!.w.J do ( BEAU w/ COLUMN • 4 Il = 1 ~ t�fl l �t��lt n = 11= U= 1t�1�11�11�1 HF.10£R (Coot.) ®— 4" Conc. SY.AS r %6'..6', W1.4, W1.4 W.W.M. OYER WELL COMPACTED P&L (PROVIDE Ix SLOP() SEE DEL ! J SEE CET. 2/7 1� —INt 11= 11= 11�1� I I�cll�dl l � f I �'Id i LL11 = - RETURN r CL -- SECTION A N. T. s. 26 RWF PANELS W/ 1/4712" Min. UP rn 1 4/ 47/ 11' Maa. SLOPE / 10 S M. S. • 12 0. C. GUTTER (Cont.) if 10 S. Ea. PANEL Awn BEAM N./ 4) fOx 1 ! - s 70 CIXl'MN N /O - / 10 $ 1 1/1 /NTE4NAL S.L.S. TO Cot. SEE CONNECTION Specs ON SHEET 5 CF 6 PRODUCT RENEWED APPROVED AS COMPLYING WITH THE SOUTH.FLORIM BUILDING G kalt?T'ANEENo. O - I O 18 . O Z DAT i — A: EYPLZATION DATE O I / 8 /ZO 6 By r / A : . iL B' )„1 ' ' • 4 1 PRODUCT COAT OL DIVISION . PRODU ONTROL D(VIS(ON BUILDING - ODE OFFICE BUILDRtG CODE COMPLIANCE OFFICE ACCEPTANCE N0."( I - 0329 •66 DADE COUNTY CCPTRICM 1996 TILTECO. INC. / / IILIECO TILLIT TESTING k ENGINEERING COMPANY •.Sa` N17. 3lrl. A.. SI.. 217. W.Gan1 CoR6016. PI. ].a10 R.an. 00:)411 -13.30 . at (701$71 -1111 WALTER A. nLUT Jr.. P. E. FLCRIW lr. 1 44167 INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 N. 76th STREET HIALEAH. FLORIDA 33016 =IC Oft. /Z -7 -771 ao (7(i/CE -K. NV. Y '..21 e - -0 '.AS SHOWN SCALE 4/9/97 DATE 97 - ' 109 DRAWING 14o SHEET 4 of 6 •. O • -- y•1° - r — .750' 75o J.C7CS ' LOGO A / 14 S.M.S. (Typ.) — 1/2" 1 /B" Alum. STRAP 0 48 0. C Num. COLUMN UMn ®� `J CASE 1 ROOF PANEL W/ 1/4 /1Z ASn. SLOPE SEE DE7. 2/3 OR NOTCHED Alum. I -BEAM FLANGES rOo/BOTTOM w /(3) - 1 r • 714Ru BOLTS TV Col. FOR 9 dr (.3) -5 /8' o THRU B TS ro Col. FOR I- BEAM / / COLUMN CONNECTION. DETAIL N. T. S. 3"x3" x 4 " x O' - 2 " Alum. ANGLE Ea. DE W/ 4 / 14 x 3/4 " TO OR AND W/ 5/r 0 RED HEAD WED E ANC ORS W/ .T" Min. PENETRATION TO CONCRETE fb g W/ I/4' A x 2 1/2' TAPCON ANCHORS CONCRETE A 16' O. C. START FIRST ANCHOR AT 3' FROM FACE OF COLUMN Ea. SIDE. AND W/2„..7, / 10 x 1 1/2 INTERNAL SCREWS TO OR ® Ea. SIDE 2 / 10 x 2' INTERNAL SCRE'i Ea. SIDE Or COLUMN If) CR �9 . 18' x 16' CONCRETE FOOTING W/ 2 / 5 REBARS. COLUMN CONNECTION TO FOOTING N. T. S. ROOF PANEL W/ 1/4 /12 Min. SLOPE SEE DET. 2/3 ALUMINUM BOX BE.w w /(3) - 5 /8" o THRU BOLTS 1D Co,. FOR 14 & hy - 1/2" o THRU BOLT ro COLUMN R REST of eCkus. Num. COLUMN NOTCHED 2" AT CENTER R TO FIT BEAM BOX BEAM /COLUMN CONNECTION DETAIL N. T. S. _750 CASE 2 .750' 3 /14 x 1 1/2" 5. M. 5. (Typ.) CONCRETE FOOTING Num. COLUMN x 3 x i/4" x 0' -3" Alum. ANGLE Ec. STOE W/ (2) -1/2' 0 TN.RU BOLTS TO COLUMN & 5 /5' RED H WEDGE ANCHORS w/ T Min. PENETRATION TO CONC 7E FOR COLUMNS SUPPORTING BEAMS THAT RECEIVE ONLY ONE SINGLE PANEL PROJECTONN FROM CNE SIDE + 2• -0" Max. OVERHANG FROM THE OTHER SIDE FOR BEAMS RECEMNC ROOF PANEL PROJECTIONS FROM BOTH SIDES USE (4) r x r x 1 4' x 0' -3 Num ANGLE'S ALL AROUND w/ (2) 1/T 0 THRU BOLT" EA A.GLE TO COLUMN & 5 /5 RED HEAD WEDGE ANCHOR N/ r Min. PENETRATION TO CONCRETE EACH ANGLE sA SCREEN (Typ.) , Q OR BEAM (sec SCHEDULE) ON SHEEET 6 FOR 0 L4NT77Y REQUIRED NOTE : THIS DETNL IS ONLY REQUIRED FOR SCREEN ROOMS FRONT WALLS PRODUCT RENEWED ACCEPTANCE No. OO - 0 / 8 • 0 2 EXPLRATION DATE 01 /o a 400 By PROD4 1 CONTROL DIVISION BUILDDIG CODE COMPLIANCE OFFICE (SEE SCHEDULE) ON SHEEET 6 FOR QUANTITY REQUIRED Alum. COLUMN OR DETAIL 5 : BRACING CONNECTION DETAIL (ELEVATION) N. T. S. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT a : 1•� BY PRODUCT CON •L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 - 0527 -Y DADE COUNTY %197 COPYRIGHT 1996 TILTECO. WC. ILIECOINc. TILLIT TESTING t ENGINCER69G COY PANT O595 N. 340.. A. St.. 217. K6nM CURO0,5. R "lea Meow ('01)471- 1:.70. ro. ('(71)071 -1171 wALTER A TILUT Jr.. P. E. FLORIDA Lic. / 44767 INSIJLATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 14. 761h STREET HIALEAH. FLORIDA 3.3016 oar Norma I o1Tr av1 nt. I. 6-11 - 97 I/74-17j AS SHOWN SCALE 4/9/97 DATC 97 - 109 DRAWI No SKEET 5 OF 6 BEAU TYPE TRIBUTARY WIDTH • WAXIWUW BEAM OVERHANG 5' -O" 6' -0" 7•-0" 8' -CY 9' -Or 10' - Cr 11' - 0" 12' -0" 8• -0' 7• -1 6' -5 6•-0" 5' -7" 5' -3" 5'-d 4' -9" 4•-T 2'-0' 5• -6 5' -2 4' -11 4•-8" 4• -6 4•-4' 4• -r 4 -2" 2'-0 3 / 8' -EF 7- -11' 7' -4" 6' -10" 6• -6 6' -7 5' -10' 5' -T 2• -6 T -0 6' -T 6' -3' 6' -0' 5' -9" 5' -6 5'-4' 5' -7 2' -6 © 10• -2' 9' -3 8' -7" 8'-0" 7' -7" 7' -T 6' -tCf 6' -7 3'-O 8• -S 7' - 1 t' 7• -6 T -Y 5'-11' 6' -8' 8' -6 6•-3 3•-cr O 11• -T 10' -T 9' -9" 9' -2' 8• -7 8' -7 T -10" 7' -6 3' -6" 9' -10" 9' -3" 8' -9' 8' -5" 8' -0" T -10 T -7" 7' -4' 3' - d ® •• 13' -6 12' -8' 1T -0" 12'-0' 12'-0' 12'-Cr 12• -0" 11' -7" 5•-CY 1.Y -6 12' -16 12• -0" 11' -6 11' -1 10' -8 10' -4 10•-d 5* -0" ® •• 12• -0' 12' -0 12'-0' 11' -8" 10' -11" 10• -5 9' -11" 9' -6 4•-6 11• -10' 11' -7 10' -7 10' -7 9' -9" 9' -5 9' -2' 8' -10' 4•-C ® 7• -3 6• -7" 6' -7 5' -9' 5' -5 5' -2" 4' - 10' 4' -e' 2'-{Y 6' -7 5' -IC' 5' -6 5' -4" 5• -1' 4' -11' 4•-7 4• -T 2'- 0 © 9' -6' 8' -10" 8' -2' T -8" 7' -3 6' -10' 6• -6 6' -3 3•-0' 8' -9' 8' -3" 7' -10" 7' -5" 7' -2 6' -10' 6' -6 8' -3" 3'-0' © •• 12' -0" 12' -0' i i' -10" 11' -1' 10' -5 9' -11' 9" -5 9' -0" 4•-6 12 " -d' 11' - 4' 10' -7 10' -3 9•-10' 9' -5 9• -3" 9' -0' 4'-0* 0 •• 13' -0 12• -3' 12' -0' 11' -9' 11•-1' 10' -6' 10' -0' 9' -7' 4•-6 13•-0" 12' -3" 11' -e' 11' -2 10' -9' 10• -! 10' -0' 9•-Y 4•-0" ® •• 15' -2 14' -3" 13' -6 12' -11' 12' -6 12' -0r 11' -6" 11' -3 5' -6 15• -7 14•-3' 13' -6 12' -11' 12' -6 1T -11 1P-IT 11.-3" 5'-I • • • 5' -5 5' -8 4' -T 4•-4 1•-6 4' -T 4' -4 4. -7 4'-0• - - - - 1' -O ® ••• 6' -d 5' -9 S_! 5•-_0' 4•-9' 4•-6 4' -3" 4' -1' 2' -" 5 -T 5'-4" 5' -(Y 4' -10' 4•-7 4' -6 4' - 4' -1' 2•-.7 COLUWN TYPE REQUIRED FOOTING SIZE IN SAND /ROCK REINFORCING STEEL EOUALY SPACED EACH WAY. SAND /ROCK SCREEN ROOMS W/ ROOF ATTACHED TO PERMANENT BUILDING 5' -6 w 5 5 WITH SCREEN WALLS W/0 SCREEN WALLS 7' -0' 7•-6" 8• -0' EV -0" 9' -Cl 10' -0" 90 4'-4" x 4'-4" 2' -7 x 2' -2' 4 • 4 RE3.& S 3 # 4 REARS 60 20 - - - .•. ... ... x 2' -10 2' -0" x 2' -13" 3 / 4 R£BIRS 3 5 4 RE&.RS 040 *00 000 O - 4 REBA4z5 3 - - 040 000 ... Q 4' -5' 4' -0" e 8' -4' 6' -T - - - - 8' -4" 6' -7' G I. - ., .. ... 14'-Y - ' .. �.• 4 ... 14•-x' a ROOF AREA BEARING OR COLUMN (FL 2 )• REQUIRED FOOTING SIZE IN SAND /ROCK REINFORCING STEEL EOUALY SPACED EACH WAY. SAND /ROCK 144 5' -6 x 5' -8" 3' -3" x 3' -3" 5 5 4 KEBABS 4 1 4 RE3AFS 120 5' -0" x 5' -0' 2' -10 x T -10" 5 / 4 REs'3ARS 3 1 4 REBARS 90 4'-4" x 4'-4" 2' -7 x 2' -2' 4 • 4 RE3.& S 3 # 4 REARS 60 3' -6 x 3' -6 2' -0' x 2' -0' 4 / 4 R£BAfLS 3 5 4 REARS 40 2' -10' x 2' -10 2' -0" x 2' -13" 3 / 4 R£BIRS 3 5 4 RE&.RS 25 2• -7 x 2' -2' 2• -Cr x 2'-0" 3 5 4 REBA4z5 3 5 4 REBARS SPAN CONDITION TOTAL NUMBER OF STRAPS AT FRONT WALL Max. SPAN ' L" L /80 L/180 >11' -0' TO 22'-0 Wax. 4 11 '-d' 9' - 2 - A A 11' -3" 9' - 3" ..S a 11• - 9• -6 a e 12'-0" 12' -C' eI„I G I. - ., 12'-O 11' -5 a a e ROOF PROJECTION P (ft.) TOTAL NUMBER OF STRAPS AT FRONT WALL 11• -0" OR LESS 2 >11' -0' TO 22'-0 Wax. 4 • BEAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH • • TRIBUTARY WOTFt - ROOF SPAN (FROW WALL TO FRONT BEAU) /2 + O``ERWNC FOR ROOFS ATTACHED TO BuILDINC. - ROOF SPAN (FROM BEAM TO BEAU) FOR ROOF ATTACHED TO BUILDING w1TH uVLnPLE BAYS. •• QB • O9 ©. O & ® BEAUS SHALL ONLY BE USED JOINTLY WITH COLUMNS OR O3 . ••• ALWAYS USE ® 6E44 w/ 0 OR ® COL. & ® BEAU W/ ® COL (NEY R USE ® BEAU w/ ® COL.) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) • FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF STRUCTURE WHERE COLUMN IS LOCATED 140.. COLUWN SPACING SHALL NOT EXCEED War. BEAM SPAN AS PER BEND SCHEDULE FOR A GIVEN BEAM TYPE_ UNITED BY BEAU SPAN AS PER BEN/ SCHEDULE BUT NOT TO EXCEED T-0'. ••• Li6TED BY BEAU SPAN AS PER BEAW SCHEDULE. MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS • ROOF PANEL SPAN x BEAN SPAN ONTERX>R CCLUuNS) OR (ROOF PANEL SPAN/2 + 0. H.) • BEAU SPAR (ENO COLUMNS) Max. ROOF PANEL SPAN SCHEDULE /-yy9) COPYRIGHT 1996 TILTECO. INC. ILIECOINe. TILJJTT TESTING & ENGINEERING COWPAWI 1391 WI. 364s. SL. R.. 717. M11C440 WOOF; R 33104 Prw.• (3ooM11 - 1_10 . r.. (303)4/71 -1341 WALTER A. TILLIT J... P. E FLORIDA Lk. 44167 .x+. e • RODU •° CONTROL DIVISION I3UILULNG CODE C( .tPLiA. 4CE'JFFICE Lb107.4t. )/Z• /-411 COLUMN MAY ALSO BE CUPPED ANGLE TO FOOTING APPUCABLE TO ROOFS ATTACHED TO PERMANENT BUILDING. ISOLATED FOOTING DETAIL PRODUCT RENEWED ACCEPTANCE NO.O O -/ O I R• O Z EXPIRATION DATE 0 / /0 /Zo 6 By INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 w 76th STREET HIALEAH. FLORIDA 3.3016 .a.o•xx. 1 11051:0110001 YR 4an.bt. b -11 - 97 GRADE 3000 pai rc ISOLATED CONCRETE FCC/TING SEE SCHEDULE FOR REINFORCEMENT REOURED STRAP SCHEDULE (RECD ONLY AT SCREEN ROOM W/ SCREEN WALLS) P - DISTANCE FR04.4 EXISTING WALL TO FRONT SCREEN WALL FRONT WALL ELEV. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CONT• •1 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 - 052'7 -OK DADE COUNTY SCA 4/9/97 DATE 97 - 109 DRAWING No SHEET 6 Of 6 TYPE OF MANAGEMENT (1 ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l I etachment Other Step 1. \¢ 0 S I RUCrFIION _ folowprgr b_e=tal.eii =t obt a p from the�l�ltami row vim e Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary docurnents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 7 5 vJf q S Oee., State Folio Number I ( -3 t, 3 6 / 2)-O Description of Work &v COn, uc o'\ �O / i / SPA Kt }` Lot 2 [ 4 q2 Block ,)..3 Q(L. e 17 -�-c �� , o i43 tt, or\ Address Apt. Subdivision PB PG Current Use of Property Q0 I,e eNCP Proposed Use of Property Tenant Information PERMIT TYPE ( ) ]Building Electrical Mechanical Plumbing LPGX Roofing ]Fence Other PERMIIT CHANGE (r1) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name Address Home Telephone Business Telephone Fax Master Permit No. L i 7 ( 7; Subsidiary Permit No. City Zoning Linear Feet Square Feet Units Floors 0 Value of Work.62 70 to Bldg Value Tax Assessed/Appraised Value Flood Zone PERMIT APPLICATION Zip • Base Floor Elev. ENGIINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT' - Please read ca refully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL '1'1'I'E Minimum Fee QTY. I 'TYPE � Dryer QTY. TypE Outlet, Appliance I QTY. TYPE Service Repair QT' ' A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Dishwasher Heat Recovery Indirect Wastes Refrigerator, Comm. (p/PH) Relay Repair Temp Serv., Construction Vacuum Pump Compactor Disposal Low -volt, Burglar Interceptor Refrigerator, Domestic Roof Inlet Temp for Test - 30 days Water Closet Deep Freezer Domestic Well Low -volt, Fire Laundry Tray Renew - Temp Service Septic Connection Water Heater Demolition Drainfield, 4" Tile/Res. Low -volt, Intercom/Teleph. Lavatory Repair Circuits Septic Tank Water Heater New Dishwasher Drains, Area Low -volt, Television Meter Set (Gas) Service, Number of Amps Sewer Connection Water Re -pipe MECHANICAL TYPE Minimum Fee QTY. 1 TYPE ' Condensate Drain Ql1'Y. TYPE Generator QT`Y. TYPE Refrigeration, Tons 1 Q"I'l: A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. 1 TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY' Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Ice Maker Pump, Sprinkler Pump, Sump Utility - Sewer Utility - Water Discharge Well Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ (sq.ft. = x/1000 x ¢.60) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ [ 3S, 0 0 ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com iob Adetnraaa _ '29 5 N E q t Sr Tar Folio I I.3-B6:1 X310 -�0 Legal Description Q >L /Z 2s �Ik 2 Nistoria►uly nesignated: ;s _. Date Owner/LOSS= / Tenant Om ee Address 5A- Contracting Co. 7 1 & - 1 - 14dOSI /'d e j Add resit State >w- (J'� • Municipal # Arthitect/Enginner Bonding Company Mortgagor Permit Type (circle one) Square Ft- Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: PERMIT APPLICATION FOR IVIANII SHth ' `i~:'o VILLAGE FEES: PERMTF RADON C.C.F. APPROVED: Building Mechanical Plumbing SS* Address Address Address ELECTRICAL PLUM ,SING MECHANICAL WORK E D SO s s F �e + w b 9, Master Permit Phone (3C 5� ) Cmnpeterc r # .__ — _ _.. Ins. Co, r of G Pi tary as t;:'ontra to err Owner Builder My Commi moo s: • ° ff Christoph Scala * . ' *My Commission CC761632 Expires July 22. 2002 NOTARY BOND Electrical S icttuel Engineer TOTAL. DUE Qi3 -618O L i I L-I-9-j �5 q 357 1 /2 V 1 F-4 - �iUd Phone E 5 — Z PAVING FENCE SIGN 3 c1v / Et 4.)_q ¢ . `c ` Si2 'Estimated Cost (value 7 ®� WARNING TO OWNER; YOU MUST RECORD NOTICE OF COMMENCEMENT AND YOUR. I AILTJRE TO DO SO MAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO k OUR PROPS TY (SF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C011 MENCEMFNT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and an the attached addendum (if applicable). I certit4' that all work will be performed to meet the standards of all Irma regulating construction in this jurisdiction. T undrr.°tand the! separate permits are taguired for i LECTRIC :Al PLUMBING, SIGNS, POOLS, ROOPTh C3 and MECHANICAL WORK. OWNERS AFFIDAVIT: 1 cattily that all the foregoing information is accurate and that all work will be rte in compliance with all applicable laws re ule- in& consrnrctios► and zoning. Furthermore, I authorise the above -nan ed contractor to do the work stated. 10 10 OT.: S13 ::,5430'i:104; KiA,I li IntOCISS No. PAGE UNIEVOIRM ROOFING rumor AFInAt:Aszvrt .. . . . --...---- --............,„......-----...... ---i—.....--.....----..—... 130122-CoaarsORT , 1 el Cnetroctors Nowa (-2,-.1,-..—.Ailt-.--- JG A ddit.4" 0 (tislzsi i Tile) G Xerfar-gatinO° 170 Mope Apoltestiee) , ir, (AsgissItiriberesto Stiogios) 0 (Mal Reets■Wood Shingles it Moats) Q(eV) P 1 P 0 / to - 1 EMU= ■: (2 KW Roof 0 Ro-rootiag 0 RV 0 Repiiir 0 Mabiteassise i i 1 rIt Rog Ara 0e)___C-2_,.. Slav mt Ana 00 _,; at, Teal ve.)..,./.&2___ 7 L z)p.asurs Watery (p 14 (pr AS( 1- _ Botta* "ClataBostica angry (per . 7-411 tobta 1)e ____ t ROOF WOG= AND SYSTEM DrrAms (thlOr dotsib ttiodeen 06 09/05/2001 05:1.) 570_ Nei vow /4w 0 A SCRACclitial I ( rerimetan Comer: DLTA111.. 1 1 L.40.1.4. Mortar so S Adttolon• 21;48 'Ilia Pogo-1 ROOF PE.A.N • • • OOOOOOOOOO • 01 1 .............. - • ...... I I ....... .......... , 1: _ ........ - - • ....... . ..... • - - - - - ......... - - . • - — ..... APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) 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 initial in the adjacent box indicates that the item has been explained. 5104 APPENDIX "F" 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. 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. 4. 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, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural 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. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 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 o "the roof. I_ / • ner's /'\ ent's Signature Signatures Date Contractor's Signature A9/ OS,' I 1 N°: 1 ± 95496931301 1 k:0 * UNLIORM P ROOTING PERMIT u Mr* D R T A 110 3. Z;L , A f Qtra ("magi: 1411.0. gwWH•■do wove): ) • a4 L -1" b419_'_" 1 (Pbuz -tA iS t•tawy n anmago: - 1,4,; -, ,,11,4, PCA / t PIXOCESS 14o. a 4 /( 44$ ACWES I) Firci Directory Li :) , Cam' Peon Cottttel of Aa Shoot a ) ' . ily>,asaa Dontription b) r' Syntax Limiativalta d) pplleabk Dead Mortar 3) 14 kival Paint Appnftati''e 4) . a C.vopvoast Appelowas 08/17/01 13:•35 FAX 5618520204 0G/11 /2E01 23:313 954419960 eviewer EYAS'1' cOAS'1 SUrrLY f•VOI -;CV1 ROOF TILE DU, -D*DV COLnITY, Pt- O9.113A 9A1� -DADS FLAO . DUI LD1H0 _ ---- �_' sumo G CODE CoMtLNCs owJc1t wnr.oAVB Pt.AOi.lia eutl.I)ch0 140 Wiltirr PLAGLE9. MET' SUIT 'B 1663 rl(A!41, Pt.csawA 331313-1463 NCO „4.3001 FAX 060 3x4 - 01, NOTICE OF ACCEPTA _ =TIM 134415.W. CO _�,�__�__. -�� out t ter 11011,..r Condo TilO (30!) 3'73.x32' PAX (�s) 3yi -31311 a. j4 Avenue B R71➢'p @�! samosa Dee 5. p'L 33.442 rso3> „4-2964 FAtt (304) 3'► a samosa Deerfield Beath 13Ct ,oaf, OMStOr (3041 3734903 'FAX (809) ri2•BJ3't t Approval of: your application gox Prodnr� 4�iatisti®Ls 3410 Types of Pioneer Spaniels S f A+li Ate County governing the use of Ice by Miami•Dmde i5ed herein O r yes the right to secure this � tty control testing, tney revoke, modify, or st 14pend untie= Chapter 8 of the Cu o erotic ucdoe, and completely described herein, has been under c County Building Codo+Compiier+ce OBS= (8 C conditions yt• it a •obaite or man oat's uf plant for A pcoved:1211 E DVVARYZ_ANDERS 9 P. CONSULTING ENGINEERS Ea Th is submittal has been reviewed for conformance with concept and information given m cot gn rs con? p let eness,ingigat_l�swetw - taw ��sbt(� safety prey pr ' C cy cons , �juantltles, safecautions, r ictlon means and methods, sequence of construction, coordin tion win Writer trades arid performance of systems remain E3 the responsibility of the contractor N No exceptions taken ❑ Make corre ons noted Submittal No. 1 of 8 ❑ Rejected ❑ Revise and resubmit Date ' h This upprav0l shall not � valid ' the s7cp�ra ' orl data stated below. B 4 product or material at approved mower, BCCO al fails to perm in tbbe ui pro r i to revoke this approval, if it is If a product ®r m dVCt i immediately diat+ely, aCCO rases g the r of 3 B product this s pro al 0 f ails to meet the of the South Florida Building determined B� 1)366 �� lytrdti� �� Code. tba manufacturer. Tie expeasc a such testing will be incurred by Acceptance No. :99. 3 0 devises No.: 98- 0901.07) . Wier CPro Control Division $xplrel:1 UO2 MIS IS THE COV ESE ' SEE API1170NAT- X`AG3 sP CIFI M(fl C IIN�L CONDITIONS BULLPING CODE & YgtODU T REVAW COMMITTEE This application for Produce Approval the conditions; set £131'111 above. val bus been rev wed by the BCCO approved by the Building Code end Prods Review Committee to he used in Dade County, Florida uo . KILffiAJQL Iasi YU1 PAGE 02 srigi •tuntana, .A. Director Miami-Deck County Building Code Compliance Office b$g+1 Actp:00w...d41td1tigeedeon ls000min 08117/01 13:35 FAX 5818320264 95/11/2581 23:30 • '354410960n emzsas mo b EILTUJ I 1. EAST CUAS'1' SUPPLY HANSON ROOF TILE p'O1 1rrr n>s' ACCM-ThEfl $COP1E y>�tre using Pioneer Spanish `S Concrete Roof Tile, as 94 Edition fbr MiamwD i , as determined by SFBC y calculations in compliance This revssee a roofing a manufactured Pioneer Concrete Tile cletsoribed in Section 2 1 designed to comply with the South Florida Building County. For the locations where the pressure e ress s obtain Chapter 23, do not exceed the design p with RAS 127 using tile. values listed in section 4 herein. Thag� auechment calculauona she be dote as a moment based system. Category; Prepared Roofing Sub Category High Profile Tile 1, PRODUCT DESCRIPTION � °rtmred bX Pioneer Spanish '3' Trim Pieces Rainproof 11 re Cr ice and Water Shield Tile Nails Test D}gli t S oc1 'oj l,,,t8" PA 11'2 wA /$ varying thickness I m varies w o vmies varying thickness 31/" x 75' roil 36" x 73' roll or (gyp" x 75' toil 36" x 75' roll Min. l0dec 3" PA 112 2.1 Components or products manufactured by others Test Pro oat Mamma 4io ta:La nQfl PA t04 PA 103 PA 114 Appendix t(1 t:liAMU ACCEr'I'ANCE No. '.3a§ APPROI4D December 16, 1999 EXP S, :December 16, 2002 Product 1rt r�t-1111 High profile, interlocking, onc.plece, 'S shaped, crannied concrete roof the equipped with two ne I hole single , mortar set, direct de vs sk i' set applics4not Accessory T rim, concrete root for sec al Pips, !ekes, ridges eh d f val profile. i netions. Monufsctu�0 SingIc ply, ne11-on undtdaymentjwith 2" self - adhering top edge. Se lf- odi1eringi anderlayrnant Corrosion resistant • crow • r smooth she PAGE 63 this Notice of Aoceptte E pretect•O.wreP Inc. (with comer NOA) W.R. Grace Co (with curreAt NOA) TIC slooi{e, VAC Re ring Product Control examine vuc 08/17/ 13:38 FAX 5818320264 06/11. 23;36 9544189684 YirAttiR Tilt Screws Roof Tile Mortar ( "Qoikrete® Roof Tile Mortar 01140 ") Roof Tile Mortar ( "BONSAI.•® Hoof Tile Mortar Mix ") Roof Tile Adhesive ( ° Polypro® M4160") Roof Tile Adhesive TileBond Hurricane Ciip dt Fasteners 3. EAST UUASI eurms HANSON ROOF TILE ililu 2'A" long 0.335" head dia. 0,131" thank dia. 0.115" screw thread ea, Roof Tile Mortar N/A (' 111.T t LIMITATIONS Tear N/A N/A N/A Factory premixed canisters Clips Min.'w' width Min. 0.060" thick Clip Fasteners Min. edxt'A" PA 114 Appendix E Bermuda Roof PA 123 Prepared mortar 'ix Inc, with designed for mortar act root Company, ttile applications . current PCA PA 1'23 PA 123 Product Corrosion resistant square drive, gals coarse thread wo See 4'CA Tie component polyurethane ad designed for ad roof the applies coated. ;zed. brews Prepared mortar ant designed for mortar set roof the applications. Prepared mortar mix designed for motjtar Sat roof tile applications. tesive re sive set ORS, See PCA Single component polyurethane foam roof the adhesive PA 114 Corrosion modellers( alipti Appendix C with corrosion resistant nails. N 11.11Anu generic PAGE t4 ACCEPTrA•CE No. :2Q- € APPROVEp : Decetrtbcr 16, 1999 1 XPIRJS :December 16, 2002 rro Atria Quilts oft Construction Products wi'h Current PCA W. R. Bonsai Co. with current PCA PolyFosm Products inc, Flexible Products (with current NOA) Generic 3.l Fire classification is not part of this acceptance. b 2 For mortar or adhesive sec tile applications, si, static field uD1i4 test shall be performed in accordance with RAS 106. 411110` 4' 2uwassi, RAC sing Product CArrtrot Sgarniner OB'17/U1 173:3U ?Al 5U1534UZb4 R5/ 111 2001 23:38 95441066 p1orrl/. 4 ltl 1 c;UAetu BAST UUAS'1.' SUt?LY HANSUh ROOF TLE PAGE R5 ACCEP1AtdCE No. . APPROV D : December t6, 1999 EXF1RE I •December 16,204 Certified Laboaatory 3.3 Appti� shall retain the services of a Mia!n -Dade County C 'A' Such t w perfotsn quarterly test in accordance with PA I I append fd 'A shall be submitted to Mu Building Code Compliance D livable Roofing Minimum undtstiQYments shall be in c ompliance w a pP ith the Applications Standards listed section 4.1 herein. I b¢ installed perpendicular to 3.5 30190 hot mopped underlayraent a pplications may the roof dope unless stated otherwise by the underta rrner+t material manufacturers published literature. applications. Miculum deck requierments shalt 3.6 This acceptance is for wood deck be in compliance with chapter 29 of she SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION o nts shall be installed in strict 4.1 Pioneer Sp nish'S' Concrete Roof Tile and its ccmP *tits shall be RA5 t I n RA9 compliance with Minn+i Dade County Roofing app it 119, and RAS 120. �I. 4,2 Data ¢'or Attachment Calculations 7alsle Aerodynamic Multipliers • S. ift Direct Dips etQ^ 0.263 04._ Fr k Zulesge, RAC Ro4►rmg Product Control EVIITniMSC � UU4 09/17/'01 13:46 rAA ouiaacuLuo. 06/11/2E901 23.36 9544109604 ISMEt[ E,_OLN I, -- AttaLhnt t Resistant Expressed sx e A r- Table 9: t Nall -On S stems Direct Deck �as�nef Type �. 1 • 32" y (min. 19137 lywood$ 6.8 2 2 44 somata 1 ,115 Scr"W 1 -10d Smooth or rew W13;11 040 isle CI 1.104 Smooth or screw Shank Nag E a Screw ti 2.10d A104� Shank Nslis Field Cli 2-104 Smooth or Save Shank NOS Ewe Ina Shar lg 2 -10d and reatemera ars weeded s m +n. cd 21/4 7 4 :.2 2 .3 7' ant - (K -Ib4) 3,1 9. 49. 29 -1 29. l P Creo ' Scranton .S 7f1�d �1^ �a "k el 1.10d Smooth or Screw Shank Nall ^_ 2..10d Smooth or Screw Stank Naas APPROVED EXPIRES p dr,osive Tile F'rof ite P o neeer Sps S' ada mcem®nl o t0 r ani of 9 Pro M ! ' — � L 5 Medi md e ce ment 0124 ertle Po Pro HAt150N i20oF 1ILF ACCIIVT,i4.14CG No. :121.910,9a December 16, 1999 .December 16, 2002 NR1.T1 5 a7 .G B from i asd " t im astoon win se file Mama QU•Ib Table 4; Attachment Remistance *pressed ass Servant IA, ( f) for Two P "' Adhesive Set S t ; ma _ -- licatton Minimum Attaehrrman1 The App Raelstonce . Tile d 9 . V Peofils Pioneer SpanieY� 'S' -- --r^`� re venl for truiAaWNw 10 .7 t;r� nufas uCy2 Gann ode v weight P� DAY F1citt a Products Company 1 149ond Average 9h i s AVera B�nmS Pp Ws product, _�_ Expressed d+4 a Moment • Nl, (Ft -itan Table 4A: At�c Mono ¢b Set taros .. . for Sin to P - _ e 0 .44110 uloese, RRC a ltos Product Control Examiner 06/17?01. 13:37 FAX 3616320264 99 441896 06J11170A1 23:30 fa9r 1413SIYIXWi IDA bAS'1' LUA4,1 burrs.' Ii We POUF TILE i, pCCEPIANC %No, IMP nt .,nnIL PACir. 0 ? Dosember 16,'999 :1)occ0abou 1,6, 2092 riOrtit:tst SPANISH 's° CONCRVirsttoov TILE fl sc iittg Control 6xominar 08/17!01 13:36 FAX 5818320264 e5 /11 /2 1 23:39 3544189604 r iosisslaSSINca ltErIE EAST COAST" SU?t'LY , 620:3F TILE ACCEP ANCE No.. 20 December 16, 199 :December 16, 2002 � ID EXP ietN�e ExDr�eed as a Table 4B: Attachment Rea et 5 sterna Attachm 4dr Moir S •eiate�ea � J Tile �� E --- Pioneer B enish'S' a of logo. of � , a manufacturer's name 5. 1.Augius t the imprint or ► ntiftanble marking to4 Con 1 Appro All tiles ing beer �i -Dndee County statement: "Mi for following c� by c opies of the following: CI RZ ENTS �comP PERMIT !bRli� shelltie 6. BUILDING G t building permit einl r the South Florida APAIic>atioa � 6.1.l Any other of Acceptance. required by the Buil i Official o .2 cial or the S by ' Building Codde(SVBC) order t0 properly evaiue . the PAGE FS9 merit - Mr (ft -bbi) Roofing Pr o44ct Central Examiner uuu IOW 4 "'� ZuWags, RR c 08/17/01 1=17 FAX 561832Uzn4 2.3:36 954419 nh/ :ll ZA 1 Waal JV114• Pea tso FIPSSO8 RUCF TILE �� ACCEYi� No . es etwbl ' 16, 1999 It 416.2401 tgar11.911--hg" Wilt-Q193/3. t�(YI Sr3'� has beet a4Ptic ts, `ape6:end) shall ltrding id »u ng ene gtaeerati pir�Ittod documents, u(rctuters narng• c 'ry' of this �° poc or as Renewal the tltlgtntal submitted 'silt the man ,oval' ft d er than eight (8) ye �,pditct Control APD are labeled products yltatl be permanen is a d County moved W t "Miami- Dade eersptsnatM Arty and ell approved 3dioo9 of this A pion of this 1, the gopo the if wn It►a• stt►tR, end to the spec Code affecting �c evs ,lan � it comsidc t Yard ale of Acceptance will change ; he South Florida cheeses, originally approval cc, ccep q ito this of 3 R� hie rtes been s du is net in cotttPll t (identical) ea the , o rig eats a accevtan a. product f die amt one hold the sot no plie with talk ts ttm cc loll {ce, , once hold of the PtOd the requir The product i3 et hag uct. � c t 4 lu Agt the co` rect ytsta,iloti s , peodu tn8 rho pe feasrton ass shall satengineer who n p1 practicing ongln product or P n d. ,ubr d. is no long Os, antFor manufacture. of the r ^Pp�o re b �s at less P ;sic fee) and w age o the inati soCe termination of this Pct a With opPt''O� any revisi ore revision a pplicatio n 4 autom`ticatlY be cause for eeeptpreee . tE4uC7!md (through a l Of this A snY o ffice , d9 removal ass• for aate9.vedifing or lsn be Veen ' product or P product s a an co of this prod a, of the tistowin8 of hi endorsement pr uct or shy rt'ottn Flotido, tad y ' lirsati F° (;panty. 8. of this Asp ° �.i�ade portion of the b other pu ed by t` �v isi 8� rm. If soy Po by e number preceded ' its entirety, M Acc®P°M be displayed it applies a: In 6. �h we d Acce expiration played then it 0%11 bed rod documents, be P enable to' Sol u Notice of f this Ar es well appr oved dra o`( aisKi d and shat itS of this Ar�ooP�c'6�er by the tr+anu�b r need not reseal the. 7 A sPeo s at t he j to the s jhe eng shall be P ol+ s ite at all rim � nao rhall be oaysc f insp°On at ltte J if this AacsP comply A with any 9occoation a. railurc to h T and this Solt o f Acceptance' f p 1 tl lcs of �oPtlt"Ce s'rsta r „ 9. '('ttir Not END aq l}iqS AICC>�P'T � ,, P cask tuloage, Ala 1�r •inn ncr Roofing product C.ea G ° gy p =n Att 850 NU161st ST. FT. LAUDERDALE, FL. 33309 Ph • (954) 491 -3310 Fax (954 ) 491 -8231 11 A. LA SULTAN r en reviewed �^ 6 ri4(ce with design n given in tr4 rAcy1.4lo21ents. Accuracy, nsions, quairiYibr. , � e p &in tru o n, nd methoclsE H traces and qqUt-i �� nstruction, cntractar p H �fBXSms remain ENUI —I 2S - b 45 3ffte E SPE ` �e a � I S NO N p _ 1 Date ENG INEE BU - 1 L Q I NCx (SEALE OFFICE (UNSEA n JOBS1TE (UNSEA 1NG EFT co Tb+s submittal has ,b ccept and informati completeness, dime construction means coordination wih other the responsibility of the )tions taken Make correc . note ( DATE: 7- /1- JOB NO: 6 /d LAYOUT NO: lZ Og / DESIGNER: AC<AGI CONTRACTOR: MODEL: ELEVATION: LOT/BLOCK: SUBDIVISION: CITY: 2rc,xj-, (Z. doV7 i A .° cri_ a--��- HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof or floor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91° from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. tot NI o no ` n g un i nsta la tion.begins or hit bundled ,trusses TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. 04.r 4 . •A t 8 a. .'-*-.,rt WARNING: Do not use damaged trusses. Frame 1 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthewoodtruss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising fromthe use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. '� ''DANGER: Do stor`` e`bundles uprtgM unless,: properly braced. �� " ' DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Tag Une or less Approximately '/2 truss length Approximately 1/2 to V3 truss length Spreader Bar Toe In I I Approximately Y. truss length Truss spans Tess than 30'. Less than or equal to 60' Toe In Tag Line Tag Une `1■7 • Approximately '/2 to Yi truss len th Less than or equal to 60' Spreader Bar Toe In A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. GROUND BRACING :BUILDING INTERIOR CAUTION: Ground bracing required for all installations. • truespf br wp`bl�ruaee B . rd 'br , .. (E - Note: 2 floor ad Toe In Ground brae `- diagonals (riBp) �i. stem shall MECHANICAL; INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Ground brace vertical (GBV) Tag Line GB9/ \op Cho d ./ LBT • II Li..\ LP /Top Chord ••_GBV Frame 2 Ground brace diagonals (GBD Ground brace vertical (GBV) Tag Line At or above I mid- height Tag Line MIN= Strongback/ SpreaderBar Approxima ely 35 to Y, truss length Greater than 60' 10' 10' 411 ICI \I \ 11610 Approximately Y) to' /, truss length Strongback/ Spreader Bar Greater than 60' Strut Backup // / (ST) ground / � stake ¢ ' Driven ground stakes 10' Blocking 1 Typical horizontal tie member with 1 multiple stakes (HT) A GROUND BRACING: BUILDING EXTERIOR Typical vertical End Well Si attachment Plan Ground Brace Verticals (GBV) — '. truss of b: !.° group of bus: ;gig 4ce (EB) SPAN MINIMUM PITCH DIFFERENCE TOP CHORD . LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING'(DBS) [# trusses) SP/DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace — Required 1 /' �� 10° or Greater Attachment Required 12 SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 i t trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP. CHORD LATERAL BRACE SPACING(LDS) 8' 6' 5 TOP CHORD DIAGONAL BRACE' SPACING'(DBS) . SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required ICA 1 PITCHED TRUSS 1 Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS r 0 • c: ottom chord diagonal bracing repeated each end of the building and at same mcing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Permanent continuous lateral bracing as specified by the truss engineering. or greater:, qe;IV41 14;•""I'*' MINIMUM SPAN PITCH Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 4/12 •! LATERA spAC100((%) • 15' 15' 15' SP/DF 20 10 6 15 7 4 See a registered professional engineer Frame 4 DF - Douglas Flr-Larch HF - Hem-Fir B0ITOM CHORD DIAGONAL BRACE k SPACING (DB& [# trussesj • SPF/HF SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. MINIMUM;' DEPTH' 30" 42" 48" LATERAL BRACE SPACING(LB 8' 6' 5' TOP.CHORD DIAGONAL BRACE SPACING [# truss S.P /DF 16 6 4 SPF /HF 10 4 2 See a registered professional engineer SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' - Douglas Fir -Larch SP - Southern Pine 'F - Hem -Fir SPF - Spruce- Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 4x2 PARALLEL CHORD TRUSS :TOP CHORD 1 op chords that are laterally braced can buckle rgetherand cause collapse if there iano diago- al bracing. Diagonal bracing should be nailed r the underside of the top chord when purling re attached to the topside of the top chord. End diagonals are ssentIaifo stability and must be duplal� both ends of the truss system. End diagonals are ssentia.,for stability and must be dup4 a► lro both ends of the truss system. 2x4 /2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togelherand cause collapse if there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. 2p' °B 1(- russe s sP F /fir 2 o.c, A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Continuous Top Chord Lateral Brace Required Continuous Top Chord Lateral Brace Required 10" or Greater Attachment / Required A' 3 x x 30' or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' MINIMUM PITCH 3/12 3/12 3/12 TOP 'CHORD; LATE BRACE SPACING(LBS) 8' 7' 6' TOP CHORD DIAGONAL SPACING (DBS) (# trusses] SP /DP: 17 10 6 SPF /HF 12 6 4 See a registered professional engineer Up to 24' Over 24' - 42' Over 42' - 54' Over 54' - Douglas Fir -Larch W - Hem -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS PLUMB Truss Depth D(in) aximum isplacement SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 or 2" Plumb Line A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. INSTALLATION TOLERANCES OUT -OF -PLUMB INSTALLATION TOLERANCES. ;'Y;�.s mot.•":&- '`��ta�i'�±�'i"5"Mt3� _ �a'��.iNE°�- �';+:,' =T s2.?}, r W ARNING • Do. not cut trusses Frame 6 L(in) Length L(in) Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required All lateral braces lapped at (east 2 trusses. Lesser of L/200 or 2" L(in) BOW f 3 ::::::::::. .. :::::::::::........ OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" ' DAN GE R. = :Under "wna .,cIrcumstance "s should • construc l o f an y descrip be ed p iac on' truss e§:` 3` Symbols PLATE LOCATION AND ORIENTATION 11/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both . sides of truss and securely seat. , /e „ 1 „ *For 4 x 2 orientation, locate plates 1 /e" from outside edge of truss and vertical web. * For tabular plating format refer to the MiTek /Gang -Nall Joint /Plate Placement Chart. PLATE SIZE 4x4 LATERAL BRACING BEARING FORM01 8.019 * This symbol indicates the required direction of slots in connector plates. The first dimension is the width perpendicular to slots. Second dimension Is the length parallel Indicates location of required continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 TOP CHORDS a a 3 3 WEBS �+3 3 ca c, cs J1 BOTTOM CHORDS J8 WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD /FHA ICBO SBCCI WISC /DILHR 86 -93, 85-75, 91 -28 TCB 17.08 Mal MiTek® e OAN3 -NW1L ® f7 I DRI'W1R J4 J7 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. 1591, 1329, 4922 87206, 86217, 9190 870040 -N, 930013 -N, 910080 -N J6 TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(' 6" from adjacent Joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non - structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purfins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and /or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload.roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. TotAL NUMBER OF NA1L.S ON EACH SIDE OF BREAK ' MAXIMUM FORCE (IBS) 33% LOAD DURATION X (INCITES) SYP DF 1 SPF I 2X4 2X6 2X4 2161 2X4 2X6 2X4 2X6 2X4 2X6 14 -' 21 24' 2012- 3019 1856 2784 1 1573 2360 1603 2404 18 27 . 37 2587 3881 2386 3580 1 2022 3034 2061 3091 22 33 36' 3163 4744 2917 4375 1 2472 3708 2519 3778 26 39 4T 3738 5607 3447 5171 2922 4383 2977 4466 30 1 43 4313 6469 13978 5967 13371 5057 3435 .5153 DMDE EQUALLY FRONT AND BACK 3TACH 2X _SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEM382 TO EACH FACE OF TRUSS CENTERED ON BREAK OR SPLICE W/ CONSTRUCTION QUAUIY ADHESIVE AND 10d COMMON WIRE NAILS TWO ROWS FOR 2X 4. THREE ROWS FOR 2X 6) SPACED 3' O.C. STAGGERED AS SHOWN. :HE LENGTH OF 1HE BREAK (C) SHALL NOT EXCEED 12'. (C - PLATEL.ENGTrI FOR SPLICE. REPAIRS) -.. 1{E MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: t t t L = +C t M BREAK . - 10d NAIL NEAR SIDE + -10d NAIL FAR SIDE t • 6' MIN M 1 1 MiTek Industries. Inc. P.O. Box 7359 St. Loin. MO 63177 TRUSS COC A1 BREAK LOCATIONS FOR RLUS7RA1 N ONLY • THE LOCATION OF A BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEELJOINTANQA MINIMUM OF 6' FROM ANY INTERIOR JOINT (SE SKETCH ABOVE). DO NOT USE TO REPAIR JOINT SPUCES. NOTE& T. RCS S A SPECIFIC REPAR DETAIL TO BE USED ONLY FOR QS OFdGNAL INTENTION. THIS REPAIR ODES NOT I.LIPY THAT THE REMADING PORTION OF TIE TRUSS S TR`li14.1.4AGED THE ENIREITI SS SHALL LLE INSPECTED TO VERFY TIT NO MINER REPARS ARE RL-0URED. WHEN THE REWIRED REPAIRS /LIZ PROPERLY APPLIED. THE TRUSS WLL B'c CAPABLE OF SUMMING THE tOADS INDICATE) ONTHE ORIGNAL ENZNEERED DRAWING. 2. ALL MEMBERS MUM' BE RETLM ED TO 1HSR ORIZIrAL P06TT10NS BEFORE APPLYING REPAIR /; N O HELD N PLACE DURING APPLX',ATION OF REPAIR S DE END DISTANCE. EDGE DISTANCE. AND SPACM OF ILLS SHALL BE SUCH AS 10 AVOCD I &&L4L SPLATIn G Of THE WOOD. 4 WHEN NARXIG THE =AMINE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AY= LOCISENNG OF THE CXkirEQOR PLAT 5 A7 THc JOINTS OR SE ES. & *us REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES N THE 2X _ ORIENTATION ONLY. d THIS REPAIR ISLL 1B TOTPLSSFS WITH NO MORE THAN THREE BROCIENMEMBERS. SIZT 113,23 41 SEF Product 1 Code's ` _ -. --.1 �_ .; Description - .._._ .. / Box Dimensions _ .. . Fasteners: . .... Design Loads (Ibs) w .;.H A Header )- • Joist ..._ ::.Normal Uplift EHUH 26 E.H. Conn. 2X6 25 1 -5/8" 5 -1/4° 3 -1/2" 20 -16d 10- 10dX1 -1/2" 2500 1210 EHUH 26 -N E.H. Conn. 2X6 25 1 -5/8" 5 -1/4" 3 -1/2" 20 -HN20A 10 -HN20A 2860 1930 EHUH28 E.H. Conn. 2X8 25 1 -5/8" 7 -1/4" 3 -1/2" 28 -16d 14- 10dX1 -1/2" 3500 1690 EHUH 28 -N E.H. Conn. 2X8 25 1 -5/8" 7 -1/4" 3 -1/2" 28 -HN20A 14 -HN20A 4005 2700 EHUH 210 E.H. Conn. 2X10 25 1 -5/8" 9 -1/4" 3 -1/2" 32 -16d 16- 10dX1 -1/2" 3970 1935 EHUH 210 -N E.H. Conn. 2X10 25 1 -5/8" 9 -1/4" 3 -1/2" 32 -HN20A 16 -HN20A 4400 3085 EHUH 26 -2 E.H. Conn. 2 - 2X6 25 3 -1/8" 5 -3/8" 3 -1/2° 22 -16d 11 -10d 2750 1580 EHUH 26 -2 -N E.H. Conn. 2 - 2X6 25 3 -1/8" 5 -3/8" 3 -1/2" 22 -HN20A 11 -HN20A 3150 2480 EHUH 28 -2 E.H. Conn. 2 - 2X8 25 3 -1/8" 7 -3/8" 3 -1/2" 32 -16d 14 -10d 4000 2000 EHUH 28 -2 -N E.H. Conn. 2 - 2X8 25 3 -1/8" 7 -3/8" 3 -1/2" 32 -HN20A 14 -HN20A 4580 3150 EHUH 28 -3 -N E.H. Conn. 3 - 2X8 1 5 -1/8" 6- 13/16" 3 -1/2" 40 -HN20A 16 -HN20A 6015 3600 EHUH 210 -2 E.H. Conn. 2 - 2X10 25 3 -1/8" 9 -3/8" 3 -1/2" 40 -16d 16 -10d 5000 2290 EHUH 210 -2 -N E.H. Conn. 2 - 2X10 25 3 -9/16" 9 -3/8" 3 -1/2" 40 -HN20A 16 -HN 6015 3600 EHUH 46 E.H. Conn. 4X6 25 3 -9/16" 5 -1/8" 3 -1/2" 22 -16d 11 -10d 2750 1580 EHUH 46 -N E.H. Conn. 4X6 25 3 -9/16" 5 -1/8" 3 -1/2" 22 -HN20A 11 -HN20A 3150 2475 EHUH 48 E.H. Conn. 4X8 25 3 -9/16" 7 -1/8" 3 -1/2" 32 -16d 14 -10d 4000 2000 EHUH 48 -N E.H. Conn. 4X8 25 3- 9/16" 7 -1/8" 3 -1/2" 32 -HN20A 14 -HN20A 4580 3150 EHUH 410 E.H. Conn. 4X10 25 3 -9/16" 9 -1/8" 3 -1/2" 40 -16d 16 -10d 5000 2290 EHUH 410 -N E.H. Conn. 4X10 25 3- 9/16" 9 -1/8" 3 -1/2" 40 -HN20A 16 -HN20A 6015 3600 MANUFACTURING, INC. EXTRA HEAVY CONNECTORS • Hughes EHUH Series connectors are designed to support heavily loaded 2X, double 2X & 4X lumber or trusses • 14 gauge galvanized steel • Full 3 -1/2" seat depth allows exceptionally high design • Annular Ring Nails are provided with suffix "N" hangers • Skewed 45' sizes available (EHUH210, EHUH26 -2, EHUH46/48/410) • SBCCI PST & ESI No. 94139 • Dade County Approval No. 94 -0706.09 Notes: 1. HN20A nails are 20d Annular Ring (0.192 Dia X 1 -3/4" long) b ight finish 2. Allowable shear for HN20A nails is 174 Ibs with metal side plates 3. EHUH 28 -3 -N — 12 ga Galvanized Steel 11 EXTRA HEAVY CONNECTOR Hughes EHUH Series connector is designed to support heavily loaded Truss or framing members 12 gauge galvanized steel Full 3 -1/2" seat depth allows exceptionally high lesign loads Annular Ring Nails are provided with suffix "N" Equivalent to Simpson - HGUS28 -3 amide I ;t1H2O-3- ICI :' EHUH28 -3 -N For Triple Member Truss Connections Width = 5-1/8" '2 ** Y . � n War seri t►� -- - Yy ::E:H Cohnector• :.' :EACH D1 "st4n � wawa :F:<Y :i iy vJ G. %%�v r F6 tpCitl$Egs 3=112" 40 -HN20A ;Ized Y6 -HN2OA is e ... o '� :rQ Di :�. S. s� A <�vJ^A .6187: 4 .vM M . 7448 :: Yc'.oY6f*Ai� :3696 SOLD Individually NO Broken Carton Charges 11910 -62nd Street, North • Largo, Florida 34643 (813) 536 -7891 • TOLL FREE :1 -800 -443 -6442 • Fax (813) 535 -8199 SUMP:MAI TRUSSES VALLEY TRUSSES LOADING (PSF) L D TOP 30 7 BOTTOM 0 10 SPACING: 24 Inch O.C. STANDARD ROOF VALLEY DETAIL MINIMUM GRADE OF LUMBER T.C. 2X4 No. 2ND 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No.3 19 SP PARTIAL ROOF .LAYOUT Supporting Truss 12• vM LEY AREA J 4 _ P rf�� Valley trusses at 2-0' o.c. See note to) •• 6' wedge nailed to truss w /2-8d toe nails or bevel cut bottom chord of valley truss. TPI -92 Crit. SSBC -9 i STR. INCR. 3:1 DRAWN BY P.G. CHECKED BY : J.A.1. REP. STRESS: YES max. 0 0 0 0 00 MiTek Industries Inc. PREPARE() BY KAKI OFFICE 4x4 2x3 (typ 5x6 spL (typ) 3x6 spL (tup) Supporting trusses at 2 o.c. 'Max NOTES: (a) Provide continuous bracing on verticals over 6' -3'. Connect bracing to verticals - w /2 -8d nails end bracing must be tied to a fixed point at each end. (b). On spans over 24' -0', add verticals at 5 -0' o.c. max. (c,) V/UNp U p.IPI - ••-•/ MIN i`ei); ItigA Tv,/tsT 5"1" t Nmtzval. S •/ 4 10 114169 X14 Sti7 s I2ap, Mix 17-v 01r41 w'ir`ft7 sPoat7 20 t� I' M a.,c `e- t. 1-1 1 6-µ T Common Trusses Approved for MiTek Industries Inc. STANDARD GABLE END DETAIL, WIND SPEED 110 MPH, MEAN ROOF HEIGHT OF 15 FT. PREPARED BY ntua OFFICE * DIAGONAL OR L- BRACING TRUSSES AT 24" O.C. REFER TO TABLE BELOW 1/2' PLYWOOD SHEATHING 4X4 : �: ' 2X4 TYP. i 12 '� VARIES TO COMMON TRUSS 1'- 3' \AX. All I 2X4 LATERAL BRACING AS REQUIRED. i 3X5 END WALL 1111111 • 5. •■--1 . FURRING STRIP OR LATH CONT. BEARING. 3X6 SPL. OPT. _SPAN TO MATCH COMMON TRUSS. TYPICAL 2X1 L -BRACE NAILED TO 2X4 VERTICALS W /8d NAILS, 8" O.C. LATERAL BRACING NAILING SCHEDULE. VERT. HEIGHT. 1t NAIL AT 0 END VERTICAL STUD UP TO 7' -0' 2 - 16d \// --� I/` 7' -0' - 8' -6" 3 - 16d SECTION A -A. OVER 8' -6' 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L-BRACE 12 INCH O.C. 5 -7 -2 14 -3 -12 10 -4 -14 16 INCH O.C. 5 -1 -0 12-1-12 9 -5 -8 24 INCH O.C. 1-5-1 10 -1 -7 8 -0 -3 NOTE: I.VERT. HAD BEEN CHECKED FOR 110 MPH WIND LOAD, 3.FURNISH COPY OF THIS DRAWING TO CONTRACTOR MEAN WALL HEIGHT OF 15 FT, AND L/240 DEFL. CRIT. FOR BRACING INSTALLATION. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END 4.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER CONSULT BLDG. ARCHITECT OR ENGINEER FOR OR ARCHITECT. TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM MINIMUM GRADE OF LUMBER T.C. 2X4 No.2ND 19 SP B.C. 2X4 No.2ND 19 SP Webs 2X4 No.3 19 Sr TPI -92 Crlt. SSBC 1 1 Approved for MiTek Industries Inc. : ij 1 o 0 LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING: 29 Inch O.C. SIR. INCR. DRAWN : 33 % BY : JB Amu CHECKED BY : JAI REP. STRESS: YES MiTek Industries Inc. PIGGYBACK CONNECTION DETAIL N IS NOT REQUIRED TO UNE UP WffH TRUSS BELOW. CODE APPROVED STRAP SEE CHART 2x4 PURUNS AT 24' OC STRUCTURAL TRUSS BELOW 1 st PURUN OFFSET CHART 3 1 -9 -7 3.5 THIS DESIGN MUST UNE UP WITH TRUSS BELOW 8"x8"x1/2" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES WfTH 8— 8d NAILS .'"4►z. •z. P(G 4: .4400 =maw:4 2x4 PURUNS AT 48" O.C. STRUCTURAL TRUSS BELOW FLUSH DESIGN ACK TRUSS PIGGYBACK TRUSS 4 1-4-5 4.5 ... ............... ...... ..........................:.... 5 1 -1 -5 5.5 11 -5 6.5 # (305) 491 -3310 FAx (305) 491 -8237 6 1st ST. FT. LAUDERDALE. FL. 33309 9 -15 7.5 8 8 -15 8.5 1 -6 -8 1 /- 101 -0 -3 10 -10 9 -7 8 -9 ELEVATED DESIGN TRUSS ERECTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING BRACE MATERIAL BUILDER MUST PROVIDE TOP CHORD PURUNS AT 24" ON CENTER TO REPLACE PLYWOOD SHEATHING DIAPHRAM MISSING BETWEEN PIGGYBACK AND SUPPORTING TRUSS. THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 120 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30'-0" THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDMONS, AND PLATING INFORMATION. • ATT,ICH PURUNS TO STRUCTURAL TRUSS WITH 2 16d NAILS AT EACH INTERSECTION. BRACE VERTICALS LONGER THAN 48" WITH 1x4's AT HALF POINTS CONNECTED WITH 2 10d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. THIS DESIGN SHOWS REQUIRED BRACING FOR INDMDUAL PIGGYBACK. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBUCA11ON "HIB -91 SUMMARY SHED' FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. DESIGN CRITERIA: X1 1 TOP CHORD: 2x4 No. 21) 19SP BOT CHORD: 2x4 No. 21) 19SP VERTICALS 2x4 No. 3 19SP ALLOWABLE STRESS INCREASE: 1.33 TOP CHORD LIVE LOAD 36 PSF TOP CHORD DEAD LOAD 15 PSF BOTTOM � DEAD LOAD 10 PSF toic ETCH FFSET ITCH FFSET 1. 2. 3. 4. 5. 6. At PH 850 NW MAXIMUM VERTICAL STIRS HEIGHT. STLOS g' .CpC W/O BRACE 2X4 L-BRACE 212X4) L-BRACE 212X0) L -8RACE 16° 3' -5` 6'-5' 8'-0' 12'•0' 29' 3' -0' 5' -8' 7'-0' 10'-6' STUDS MARgNG. NONE A B — C DROPPED GABLE END DETAIL, WIND SPEED 120 MPH, MEAN ROOF HEIGHT OF UPTO 25 FT. (W- 33 PSF., SHAPE FACTOR - 1.1, TOTAL WIND LOAD - 36.3 PSF, L/360 DEFLECTION CRITERIA) rREPARED BY KIND OFFICE MIL i( REFER TO TABLE FCR MAX STUD LENGTH. 4.4 2X4 OUTLOOKERS SEE DETAIL BELOW. 2X4 TYP. CONT. BEARING. 5/8' PLYWOOD 9-EATHING NAILED TO GABLE BD TRUSS & 2X4 BLOCt01)G W/ 8d NAILS AT 3' OL. AND TWO ADJACENT TRUSSES AT 5 O.C. 2X9 BLOCKING NAILED 2X4 I D 19 SP CJ1UX tBR W/ 2.10d NAILS EACH ETO HJRR OLD' AT BOTH FACES 2 6' MAX.' X- BRACING TO BE NAILED TO 2(4 BLOCKING W 4,84 NAILS OH EACH END AT S 0 . NAX. AL CNG GABLE E3O. 2X6 LEDGER BO.TEQ TO TIE BEAN W/ 1/7 DIA. BOLTS AT 48' QC SPAN TO MATCH COMMON TRUSS. NAIL BOTTOM CHORD TO LEDGER - W/ 10d NAILS AT 12' W/ CUT NAILED AT 6' QC. IX3 FURRLHO STRIP OR FLRR CHANNEL 2. Bd HAILS.TO FURRING STRIP. 1X4 LEDGER NAIL TO TIE BEAM X- BRACING DETAIL. 0(-BRACE REVD AT Ste' QC MAX ALONG GABLE ENO.) NOTE: L THIS DRAWING IS FOR STD. DROPPED GABLE END DETAIL AND BRACING ONLY, WHICH REQUIRES APPROVAL FROM BUILDING ENGINEER CR ARCHITECT. 2 FURNISH COPY- OF • THIS DRAWING ..Ta . . . . CONTRACTOR FOR BRACING INSTALLATION, 12 VARIES. ` 2X4 BLOCK TOE NAILED W/ 8d NAILS AT 6' O.C. TYP. 3' -0' MIN. 5X6 3X5 NOTE: LATERAL STABILITY OF THE BEARING WALL I5 THE RESPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT. 3X6 SPL. OPT. 2' - 6' MAX. 5/8' PLYWOOD Sl -EATHD C NAILED TO GABLE BO TRUSS L 2X1 BLOCKING W/ 8d NAILS AT 3' QC. AND TWO ADJACENT TRUSSES AT 5 OC.-- 2X1 No2N0 19 Sr CUTL000N 1-1JFIR CUP AT BOTH FACES 7-6' MAX.— L -GRACE NAILED TO VERT. STW W/ 8d NAILS. NAIL BOTTOM CHORD TO LEA W/ lCd HAILS AT 17 OC T1E BEAH-.� 200 LEDGER BOLTED TO TIE BEAM W/ V2' DIA BOLTS AT 48' DL. TYPICAL L -BRACE NAILED TO VET. W/Bd HAILS AT 3' - QC. lt.-BRACE MAY BE ONLY ON CIE SIDE CF VDRTJ (SEE TABLE ABOVE' SECTION A -A. '1X2 BLOCKING - £ _ r£ � VERTICAL STUD 2X4 Na2ND 19 SP OR BETTER. 2X1 HORIZONTAL SCAB NAILED W/ 2,80 NAILS Al EACH INTE SECTO'C HEMBE RS. IX3 FURRING STRIP OR FU3R CHANEL 1X4 LEDGER WAILED TD TIE BEAM W/ CUT NAILS AT6' DC. 4 X2 BLOCCING 1HR000H TWO TRUSSES. L- BRACING DETAIL (SEE TAA1F ABOVE. X- BRACING IS SHOWN BY DOTTED LINE/ 3. TRUSSES ADJACENT TO CABLE END MUST HAVE FLAT BOTTOM CHORD. 1. USE No.2 ND 19 SP OR BETTER 'LUMBER FOR ALL BRACING REQUIREMENT. MINIMUM GRADE OF LUMBER T.C. 2X1 No.2ND 19 SP TPI -92 Crii. B.C. 2X1 No.2ND 19 SP Webs 2X9 No.2ND 19 SP. SFBC -91 LOADING L (PSF) TOP 30 15 BOTTOM 0 10 SPACING' 24 Inch O.C. STR. INCR. 33 X DRAWN BY JB CHECKED BY JAI' REP. STRESS: NO 0 r is MiTek Industries Inca Approved for MiTek Industries Inc. o 3 -160 TOE -NAILS 1 2 TOE -NAILS 11 4 -160 TOE -NAILS 4 2 .352 1811 1 - +- _- • - =.w.., .. • LOADING (PSF) L 0 TOP 3e 15 BOTTOM 0 10 SPACING : 29' O LUMBER - TOP CHORD 2XB SYP M I4 BOT CHORD 2X4 SYP No.2ND WEBS 2 X 4 SYP No.3'Except* 6.8 2 X 4 SYP NO2ND MINIMUM GRADE OF LUMBER T.C. 2X1 No.2 19 : SP B C_ 2X1 Not 19 ' SP Webs 2X9 No3 19 . SP END JACK AND CORNEA JACKS L z 11 f to "1M n)7 ll REACTIONS (Maize) 6.2391/0-3-0. 2 =136570.8 -0. 7•- 298/Medunacal Max Ho,z 2 =8050oad case 2) Max Up086 =1003(load case 2). 2 =- 982(load case 2), 7 =- 43Nbad case 2) len& THIS CEStco: HAS BEE« F OR 110 t>PH '.1 Lou). WALL HT 16 FT rux f' 'LEE FOR uUFT AT CEARIHG WALL CONNEL S, - - LDS AT COtt -04I .MC[S L LDS AT CORD ; TP1-92 Crlt SSBC-9 1 STR INCR. : 33 Z DRAWN 8T: TAN CHECKED BY : JAI REP. STRESS: NO Jc 8 ,.f Us 15, CORNER SET 294 9- CORNER JACK 2- o- o - 1 . 7- 4 - 0 1 I - 0. 4 . 1 . 2- 0- 4 1 7- o- o L 1 fl 399 9 t 1 1 1 DOUBLE BEVF1 CUT ) AT THE END OF TOP AND BOTTOM CHORDS. % 1(<.D -14?-41- 1 0 L 2 c M1Tek )rdusirles Inc- 15 -6-21 • I/ 2 - 0 8 - I - - 2 - 0- •-1- 2- o 0 - I NA 4. nokruC=D 8T wRr4 a tC'F- --- 7'0" CORNER SET rg7,,,,,,, BT two c 3 •no, - .- . TOP CHORD CONN CORNER JACK 7'0" JACKS - 1,30-0 NAILS ( tal : 3 'r $11 / 7---- 513' JACKS - 4,8-0 NAILS ( / ' ') 1"5 3"e L 1'0' JACKS - 2,8 NAILS 12 In COMMON JACK / (TYP)Th‘ - - - ' 3X4 2X6 STD. FEEL 3 - - 31)- rtAX . BOTTOM' CHORD CONTIECTIOI•E / - . j7 JA&S n . - 18-0 NAILS 16 t COMMON JACKS PARTIAL ROOF LAYOUT - ---:-, 11, oveg-AAN6, )5¢ Ov04 2 V " FT77 '......A.8 % pv7r7d /,7 pA44/471 ..- A - DOUBLE BEVEL CUT REACTION - SIZE 4111111111111. 7-990 35 2-386 L5 2-397 15 2 16.97 . AT THE END OF TOP AND BOTTOM CHORDS. 3 A 1,16-0 NAILS P - 2X3 - 1 3X9 u. lay 3X4 - f 4 ' Nt-r. ENO VE"fkrtc.A.L.. tiSW Slia-NE_CtoNnt_Ce.Tice..4772 1-11p_ ecke-tti gm OVERHANG VARIES • 4-11-6 .-1.0 •-I 1- I-- i - 9-10-12 . '1 • CORNER JACK Rom T709 CESIGN HAS BEEN a-cazo FOR He ti-H KM LOAD. WALL. 1-rr to Ft MAX - nurarE FOR ("LIFT AT BEARING %/ALL CONIECTIONS. 150 LS AT COMMON JAMS & 710 LOS AT CORNER :JAM MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 :SP BC. 2X4 Not 19'SP Webs 2X4 No3 19.SP TPI-92 Crit. SSBC-91 =to s A s clitT/F/ `" e -- i - iv0. 1 n f 0 0 l 0 LOADING (PSF) L D TOP 30 15 BOTTOM 0 jo SPACING : 21' O.C. ST R. R INCR. : 33 X DRAWN BY : TAN CHECKED BY : JAI REP. STRESS: NO Mill 1 rn STA rt 7554 -1. G) --i? c OF 0 • o t., <-- . 'O Approved for Mi - - . • tries Inc— MiTet Industries Inc. 5'0" CORNER SET 19r el roAK E. - 30" ' ill . TOP CHORD CO NECTI014 _ 5'0' JACKS - 4,8-0 NAILS 2 CORNER JACK \ - 2,8-0 NAILS 30' 8 1'0' JACKS 12 . lz COMMON JACK (TYP)mk p MIN. P - 25 MAX. P -6.5 - 3X4 - 2X6 STD. 1-Eli a m ..w u7 3 Q' BOTTOM CHORD CONNECTION: / - 1 5'0' JACKS 1 3e• MAX. 2,8-0 NAILS COMMON JACKS_ PARTIAL ROOF LAYOUT - F 15• ^ ■ DOUBLE BEVEL CUT REACTION - SIZE 11111111111.11W AT THE END OF TOP - 1--788 35 AND BOTTOM CHORDS. 2- -269 15 2 3-60 15 - 16.97 L' P �- 1 4,8 -D NAILS 3X1 - =' 3 OVERHANG - 7 VARIES F s / ' 3 124 -M 2X X3"i''SGAB T? ONE FTVZS Wli'N 120 NPi1l,5 "DAL. -- F�e O✓�te�, • 0 - CORNER JACK - NOTE, THIS CESICN HAS BEEN O€Cr.ED FCR 140 MPH WIND LOAD. WALL HT 10 FT ►U)C PROVIDE FOR UPLIFT AT BEARING %/AL.L ACTIONS. 370 LBS AT COMMON JACI;S. 600 LBS AT CORNERJACXS. MINIMUM GRADE OF LUMBER T.C. 2X4 140.2 19 SP BE. 2X4 Not 19 SP Webs 2X4 No3 19 . SP TPI -92 Cr11. SSBC -91 O° q E V III I ! L O R RIS Tif. Np /°-y• S r _ o c _ m J � 1 I LD o L7 ST 9 S rri LOADING L tP ( �, 30 BOTTOM 0 10 SPACING , 21' O.C. INCR. 33 % DRAWN BY : TAN CHECKED BY I JAI REP. STRESS: NO /Milli - r, , ,s � �� D A B & MlTek Industries Inc. � • � • Approved for ', •- GG .. i_ .nC- STANDARD FALSE BOTTOM DETAIL :ANTILEVER LENGTH NOT TO xCEED 6'-0' WITHOUT SPECIAL :ONSIDERATION. BRACE BOTTOM I-1ORD AT MAX1t1ll1 24' OL N ;ANTILEVER SECTION. LOAD (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING' 24. O.C. CONSULT TRUSS ENGINEERING FOR SHAPE, WIDER, PLATE SIZES AND ALL OTHER INFORMATION NOT SHOUN ON THIS DRAWING. END BEAKY WITHOUT CANTILEVER 6' -0" MAX 1 3x4 PL. 2x4 PL (TYP) 3x& SPL • EXTENSION CAN BE USED FOR PLANT SHELF. MAX 10 PSFI LET E �St' pG �/�.rr�. GLI J -l_ r - c� 1-1 5 I N0. 19554 STATE OF 0 VO FILLER CHORD STUB DETAIL TP1 -92 GRIT. SSDC -91 STRESS INC.. 33% DRAWN dY s MLR CHECKED dYs REP. STRESS s YES MINIMUM GRADE OF LUMBER TAG 2x4 NO. 2ND t9 SP C. 2x4 NO. 2ND 13 SP WEBS 2x4 NO.3 t3 SP APPLY A 2x4 VERT. TO ONE FACE OF TRUSS. ATTACH W/4 10d NAILS TOP t BOTTOM. A - 1.1. — T l.a .1..1,J lZ v 11 v V/ l i J. I JCJ N./ 1 JL v J. 1 L .0 1 l u.1_J ITtS DESIGN IS HOT E RE� QUIRED LINE SUP WITH TRUSS BELOW. THIS DESIGN MUST LINE UP WITH TRUSS BELOW 1st PURUN OFFSET CHART 5_ 1 -1 -5 3 1 -9 -7 4 1 --4- -5 6 11 -5 7 9 -15 8 8 -15 3.5 4.5 5.5 6.5 7.5 8.5 1 -6-8 1 -/ -10 1-0 -3 10 -10 9 -7 8 -9 LEVATED DESIGN ?ITCH )QE[ 'ITCH )FFSET 2x4 PURUNS AT 24 OC STRUCTURAL TRUSS BELOW PH • ( 491 -3310 FAx (305) 491 -8237 850 NW 61st ST. FT. LAUOEROALE. FL. 33309 8"x8"x1/2" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES WITH 8— 8d NAILS PIG : .44)ga .NEEREEEM„ EMS 4 ►z4 ►:r4 t> Go \ SP-9 , 0 C `� < �ZIFIC, g �ti 3O N0.19554 D o� STATE OF c�� R EVI ACK TRUSS 2x4 PURUNS AT 48" O.C. STRUCTURAL TRUSS BELOW FLUSH DESIGN I' 17 -�►. LJ T F,,0.J7 18'10 - . G -1 T H a f 1. TRUSS ERECTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG BRACE MATERIAL 2. BUILDER MUST PROVIDE TOP CHORD PURUNS AT 24" ON CENTER TO REPLACE PLYWOOD SHEATHING DIAPHRAM MISSING BETWEEN PIGGYBACK AND SUPPORTING TRUSS. 3. THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 120 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30' -0" _ 4. THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, -PITCHES, OVERHANGS, HEEL CONDITIONS, AND - PLATING INFORMATION. - 5. ATT,,ICH PURUNS TO S I KUCTURAL WITH 2 16d NAILS AT EACH INTERSECTION. BRACE . VERTICIE LONGER THAN 48" WITH 1 x4's AT HALF POINTS CONNECTED WITH - 2 10d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. THIS - DESIGN SHOWS 'ONLY REQUIRED BRACING FOR INDMDUAL -PIGGYBACK. - FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE - BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "HIB -91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. DESIGN CRITERIA: ' TOP CHORD: 2x4 No. 20 19SP BOT CHORD: 2x4 Na 21) 19SP VERTICALS 2x4 No. 3 19SP ALLOWABLE STRESS NCRE&SE 1.33 TOP. CHORD LIVE LOAD 36 PSF TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 55 PSF STANDARD LATE4L BRACE DETAIL IOTE: THIS DETAIL 15 VALID ONLY FOR COMPUTER OUTPUT GENERATED BY MITEK ROOF PROGRAMS AND SERVES AS AN INTERPRETATION OF CONTINUOUS LATERAL BRACING FOR WEBS IN COMPRESSION STRESS. BOTTOM CHORD 1,2 POINTS OR 1/3 POINTS BRACING 2x( ) SCAB END OF BRACING MEMBER SHALL BE CONNECTED TO A FIXED, RIGID POINT. 2 -10c1 NAILS TO THE COMP WEB BRACING MEM SHALL BE 2x3 OR 1x4 STANDARD OR BETTER LUMBER (SPF,HF,DFL,SP) CONTINUOUS LATERAL BRACE SPECIFIED BY MITEK ROOF PROGRAM 2x( ) SCAB SAME LUMBER SIZE AND GRADE AS WEB NAILED TO NARROW FACE OF WEB W/10c1 NAILS 14T 6" o.c. OPTIONAL T -BRACE IN CASE THAT CONTINUOUS LATERAL BRACE CANNOT BE ACHIEVED NOTE: REFER TO SEPERATE ENGINEERING DUGS. FOR MINIMUM LUMBER GRADES AND DESIGN LOADS. 850 MI 61st ST. FT. LALDERDALE, FL 33309 Ph • (305) 491 -3310 Fax (305) 491 -8231 295 NE 94 ST. Block No: Lot No: Office: To: RICHARD BUELL G.C. Deliver To: 295 NE 94 ST., MI Reaction Summary Job Number: Page: Date: Project ID: 6142 07 -1 1 -2001 - 9:28:43 AM 1288 -1 Account No: Designer: D.A. Salesperson: STEW ASMUS Layout Number: 1288 -1 Designer: D.A. ATLANTIC TRUSS CO 850 NW6st STREET FT. LAUDERDALE, FL 33309 Phone: 491 -3310 Fax: 491 -8237 Project: Model: Contact: Site: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: T1 81 lbs. each Span: 18 -6 -0 Truss Type: ROOF TRUSS Slope: 3.00 0.00 Reactions: Joint 2 Joint 9 1029 lbs. 1186 lbs. -730 lbs. -914 Ibs. Job Truss Truss Type Qty Ply RICHARD BUELL G.C. 1288&1 T1 ROOF TRUSS 6 1 (optional) Atlantic Truss Co. (a.j.b.), Ft. Lauderdale, FL. 33309 -1 -0 -0 1 -0 -0 Plate Offsets (X,Y): ]9:0- 2- 0,0 -4-14] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x4 = LOAD CASE(S) Standard 4 -11 -3 4 -11 -3 9 -3 -0 9 -3 -0 9 -3 -0 4 -3 -13 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code SFBC/ANSI95 CSI TC 0.50 BC 0.56 WB 0.53 (Matrix) REACTIONS (Ib /size) 2= 1029/0 -8 -0, 9= 1186/0 -8 -0 Max Horz 2= 35(load case 2) Max Uplift2=- 729(load case 2), 9=- 913(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =11, 2 -3 =- 2283, 3-4= -1685, 4 -5= -1677, 5-6 =129, 6 -7 =151, 7 -8 =11 BOT CHORD 2 -11 =2148, 10 -11 =1665, 9 -10 =1665, 7 -9 = -94 WEBS 3-11= -581, 4 -11= 357, 5- 11 = -80, 5 -9= -1889. 6- 9 = -355 4x8 = 3x8 = 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Jul 11 09:22:51 2001 Page 1 13 -6 -13 4 -3 -13 DEFL in (loc) I/defl Vert(LL) 0.13 2 -11 >999 Vert(TL) -0.28 2 -11 >721 Horz(TL) 0.05 9 n/a 1st LC LL Min 1/defl = 360 17-0 -8 7 -9 -8 PLATES M 1120 Weight: 81 Ib NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 33 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 19 ft by 11 ft with exposure C ASCE 7 -93 per SFBGANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, the right is exposed and the left is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 729 Ib uplift at joint 2 and 913 Ib uplift at joint 9. 4) This truss has been designed with ANSVTPI 1 -1995 criteria. 144 = LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -8 -12 oc puffins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -2 -4 oc bracing. WEBS 2 X 4 SYP No.3 18 -6 -0 4 -11 -3 GRIP 4x8 // 249/190 } 18 -6 -0 1 -5 -8 JUL 11 2001 } 1960 } 1 -0 -0 Scale = 1'32.8 BUILDING ELECTRICAL PLUMBING Legal Lot 81. Description Address of Building MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 1064 Work to be performed under this Permit Owner of Building Architect Contractor or Builder Subdi- vision Value of Project DATE 194— Contractor's License No. Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. By 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 regula- tions 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, servant or employee. CONTRACTOROR BUILDER BY AUTHORITY