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BP-03-1148Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Permit No. ster Permit No. 1/i Mechanical 579 Owner's Name (Fee Simple Titleholder) Owner's Address 10,-53— City State / Zip Tenant/Lessee Name Roofing Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name 1 Clbj )/ 7t4 Phone # 50 Contractor's Address City �/ State Zip 13 Qualifier 011e 4' `%"` Zip Ann State Certificate o Registration No. e6,60,4ezdy Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit .z. Type of Work: ElAddition ❑Alteration Describe Work: Square Footage Of Work: ❑ Repair/Replace ❑ Demolition ,a * * * *** * *** * * * * * * * * * ** *Fees* Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Permit Fee $ Training/Education Fee $ Technology Fee $ Radon $ Zoning Bond $ Total Fee Now Due $ (Continued on opposite side) Structural Plan Review. $ t(Oge Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ******************* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ''R12 2C75 APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui}Cling Inspection Request C Date Type Insp'n -E n I xIcy Permit No. 8P 3-114 Name v Utdc-1 102.ss 33cL1v /0. Company OWA,Oct Address Phone # Inspection Date Approved Re- Insp'n Fee /4, c_ F/;,-74 4 fvc S MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 „" Buil ' 'ng Inspection Request Date Type Insp'n Rrc c Permit No. 6 .Po 5- 1 1 4Fr 3 r w` aa to -ss 6).5c Name Address Company OC._L.i Phone # Inspection Date Re- Insp'n Fee RECEIVED DEC 0 2 2003 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. M f 2C:CS3 -) / Lt Master Permit No. BUILDING. PERMIT APPLICATION FBC 2001 Permit Type (circle) Building Electrical Plumbing Mechanical Roofing ?(O' Simple ) _ TC, r wner's Name (Fee S' le Titleho er ,r � � ��,� Phone # �� °'�' ��.�� Owner's Address 0 y // / 7/ 3 !3S /S y S ii -7 City ; q/ State ./K— Zip 9 /c; Tenant/Lessee Nanie Phone # XJob Address (where the work is being done) /O J /. '/ f /9 L% City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name �/ 7 Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition 0A1 ration ew ❑ Repair/Replace ❑ Demolition X /® Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Radon $ Scanning $ Code Enforcement $ Total Fee Now Due $ � 0 6 (Continued on opposite side) Bond $ Structural Plan Review. $ Set ov e, 0-6-6 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT .F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sigre,►re � �.; � � �-°�', �� ,� ,� Signature �/� °` Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB 1 0 200 12 -A/03 APPLICATION APPROVED BY• Chc10 /14/03 5'/ Plana Examiner Engineer Zoning \ cc, MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 27 I ()1{ Type Insp'n 4-tvrO I col vidOa) trams( Permit No. PD P 05 — 1 t y"0 Name V 1 LrD'' Address 1025 ►�i5CaVQ S LV P- Company Phone # _505,.. ( S-61. Inspection Date 5- / ZZ 10.1' Approved ❑ Correction., Re- Insp'n Fee ❑ ECEJVE UN 2 0 2003 Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit NO P '0°3- P ) 3.205: 0)9,- oO7V Electrical Plumbing Mechanical Roofing Phone #ii'��C .JCS Owner's Name (Fee Simple Titleholder) Owner's Address M% l% — City /o State Zip .5/.‘C, Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES • County Miami -Dade NO Contractor's Company Name terlA �!0 Contractor's Ad��jess 'Pj`��/0c9 City 7i�' State. re— Qualifier Afel/ Zip �S �s .� 7 6 d Phone # 7�5�1,- �`��°— Zip 557 Architect/Engineer's Name (ff applicable) D � ,5 Phone # 3 '$ 3 W aP Architect/Engineer's Address City State Zip $ Value of Work For this Permit2 C;), d Number of: Bays Stories 2,,,_. Families f Type of Work: []Addition DAltnation [ (ew Describe Work: AiPec, Square Footage Of Work: Bedrooms ) Baths ❑ Repair/Replace ❑ Demolition * * * * * * * * *** * * * * * * * * * * * * * * ** *Fee Calculation -Misc permits* *** *********************** County Escrow Fee $ ! Permit Fee $ / %'�!' 4 %/ : ~ i Notary $ Education/Training Fee $ c 6 Tech $ Scanning $ 7 E C00 • ° ° Bond $ Struct. $ J o Minus Plans Check Fee $ Fee Totals $ (Continued on opposite side) Radon $ ( v 65- Bonding Company's Name (if applicable) Bonding Company's Address_ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, . WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Signature Contractor The foregoing instrument was a owledged before me this ? 0 The foregoing instrument was acknowledged before me this 2003'b day of day o who is personally known to me or who has produced" NOT / er Sign . Wit , ` :a:..Ji ..L-A. z `'y ommisai©n 1501800+48 My Commission Expires: My Commission Expue : Expires November. 18, gm (Certificate of Competency Holder) State Certificate or Registration No. 6( c7. ,,� Certificate of Competency. No. who is personally known to me or who has produced -- As identification and who did take an oath. as identification and who did take an oath. ***************************************//******eeee e*************************** * * * * * * * * * * * * ** * * ***** * * * * * * * * ** APPLICATION APPROVED BY: 24Z (5 'wI./ Chc6/18/03 eel/143 Plans Examiner is i\03 Zoning Thiami SIiOPQrj 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (30517557 8972... ptCLJ 4Jfry f} PPg oi.ff COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, O1ecC following described property: (owner) , hereinafter referred to as the Owner of the Legal description/folio/0: Lot 7 Block / 7 Subdivision Tax Folio #• requests permission to install: sphalt, concrete, brick pavers [ ] Landscaping [ ] Other within the public road right of way of OrL- I64140 (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid.. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with die land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). 049,,iee_op G�% 67 SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on tit' SIGNED. SEALED AND DELIVERED in the presence of ssion #DD231984 res: Jul 13,2007 Bonded Thru Bonding Co., Inc. DO NOT REMOVE FROM PLANS Miami -Dade County pERNI URCESMAN €MENT OFFICE OF PLAN REVIEW SECTION 11805 S.W. 26t Street Miami, Florida 33175 Telephone: (786) 315 -2800 Date: 8/08/03 DERM Number: 2003 - 0808 - 0907 -1410 FOLIO #: 11-3205-019-0070 Fees: D001 -1 D004-1 D013 -1 Municipality Review Sheet Sec: 5 Twn: 53 Rge: 42 Project Name and Address: SCHEME'S RESIDENCE 11 10255 NE BISCAYNE BLVD Project Description: NEW SFR AT VACANT LAND Legal Description: LOT 7/ BLOCK 175 REVISED PLAT OF MIAMI SHORES Municipality: MIAMI SHORES The proposed project has been reviewed by this office and APPROVED for the following reasons: (Only checked items required). ❑ 1. Pursuant to the moratorium imposed by the Environmental Protection Agency (E.P.A.) on Miami Dade County, any project that would increase discharges to the sanitary sewer system from the aforementioned facilities is not approvable without an allocation letter. Allocations, when allowable, can be obtained from the DERM Allocations Counter (786) 315- 2848/49. ❑ 2. Provide a Water and Sewer Verification Form from WATER & SEWER DEPT.. CONTACT NEW BUSINESS SECTION AT 11805 SW 26 ST , PH# (786)315 -2717 /1 PSF- ON FILE ❑ 3. A Resolution Letter is required from Miami -Dade Water and Sewer Department (786) 315 -2717. ❑ 4. Wetlands/Trees Approval Required: FOREST RESOURCES APPROVED AS PER W. VAN LEER ❑ 5. ❑ 6. NEW SFR: WATER - ABUTTING (WASD ATLAS PAGE D -8) ; CLOSEST SEWER NOT WITHIN SQUARE MILE; SEPTIC (SHOWM ON PLANS); LOT AREA : 14,062 SF (INCLUDING BACK/FRONT R.O.W.); PB 43 -67, GRANDFATHERED LOT . Disapproved: 8/13/03 A Reviewer: LOURDES DIAZ Rev MUNICREVSHT.DOC 01/22/02 SERVE • CONSERVE MIAMI -DADE WATER AND SEWER DEPARTMENT P.O. Box 330316, Miami, Florida 33233 -0316 • 3575 S. LeJeune Road • Tel: 305 -665 -7471 VERIFICATION FORM EXPIRES ONE YEAR FROM DATE OF FORM ATLAS PAGE: D -8 PSF INV #: 60753 INV #: DATE: August 14, 2003 NAME OF OWNER: VICTOR SCHEME PROPERTY ADDRESS: 1155 NE 102 ST TYPE OF USAGE\ NUMBER OF UNITS: SINGLE FAMILY RES REPLACING VACANT LAND PREVIOUS FLOW: 0 PROPOSED FLOW: 350 PREVIOUS SQUARE FOOTAGE: NA PROPOSED SUARE FOOTAGE: NA NEW CONSTRUCTION ?: YES INTERIOR RENOVATION ?: NO PROPERTY LEGAL: FOLIO #11- 3205 - 019 -0070 THIS IS TO CER'I Y THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HA VE A(N) 12 INCH WATER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILI'1' ; S BY THE DEVELOPER R7 t,•4 EMENT WITH THE DEPAR i NT, ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS O. GOVE P,• AL AGEN! S _ VING7 DICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAW BY: NSER E -NEW BUSINESS REP NEW BUSINESS COMMENTS: ALL FEES DUE WITH METER REQ * * * *S1A * * * ** PLANS REVIEW COMMENTS: AUTHORIZED STAMP THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) ► INCH GRAVITY/FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE A 1 • • CEMENT INTO SERVICE OF SEWER FACILPI'IES BY THE DEVELOPER UNDER AGREEMENT WITH THE DE • .° 1 , ID # [N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING 12°4 DICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS 0 THE DEPARTMENT =S SYSTEM MUST BE OBTAINED FROM DERM. THE ANTICIPATED DAILY WATER ° ' IR SEWAGE FLOW FOR THIS PROJECT WILL BE 350 GALLONS PER DAY. BY: E 6 CON SE -R SIGNATURE e - ` PRESENTATIVE AUTHORIZED STAMP NEW BUSINESS C S: SUBJECT TO HRS APPROVAL #03 -2053N PLANS 1 IEW COMMENTS: CUSTOMER: MARIO PHONE: 786 - 277 -5801 REP: Administrator, New Business Rep PHONE: 786 - 315 -2717 FAX: 786- 315 -2923 DO NOT REMOVE FROM PLANS Miami -Dade County BERM DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT OFFICE OF PLAN REVIEW SECTION 11805 S.W. 26th Street Miami, Florida 33175 Telephone: (786) 315 -2800 Date: 8/08/03 DERM Number: 2003 - 0808 - 0907 -1410 FOLIO #: 11-3205-019-0070 Fees: D001 -1 D004 -1 D013 -1 Municipality Review Sheet Sec: 5 Twn: 53 Rge: Project Name and Address: SCHEIDE'S RESIDENCE 1/10255 NE BISCAYNE BLVD Project Description: NEW SFR AT VACANT LAND Legal Description: LOT 7/ BLOCK 175 REVISED PLAT OF MIAMI SHORES Municipality: MIAMI SHORES The proposed project has been reviewed by this office and DISAPPROVED for the following reasons: (Only checked items required). ❑ 1. Pursuant to the moratorium imposed by the Environmental Protection Agency (E.P.A.) on Miami Dade County, any project that would increase discharges to the sanitary sewer system from the aforementioned facilities is not approvable without an allocation letter. Allocations, when allowable, can be obtained from the DERM Allocations Counter (786) 315- 2848/49. ■ 2. Provide a Water and Sewer Verification Form from WATER & SEWER DEPT.. CONTACT NEW BUSINESS SECTION AT 11805 SW 26 ST , PH# (786)315 -2717 ❑ 3. A Resolution Letter is required from Miami -Dade Water and Sewer Department (786) 315 -2717. ❑ 4. Wetlands/Trees Approval Required: FOREST RESOURCES APPROVED AS PER W. VAN T PER 6. NEW SFR: WATER - ABUTTING (WASD ATLAS PAGE D -8) ; CLOSEST SEWER NOT WITHIN SQUARE MILE; SEPTIC (SHOWM ON PLANS); LOT AREA : 14,062 SF (INCLUDING BACK/FRONT R.O.W.); PB 43 -67, GRANDFATHERED LOT . Disapproved: 8/13/03 Approved: Reviewer: LOURDES DIAZ Reviewer: MUNICREVSHT.DOC 01/22/02 Alt7 4170,47. tzsy 2 BOUNDARY �N SURVEY s 46 'Pe W E S N c��l N rr� t o� \+ 7 I AA +- 4/6' v494. py NE 103rd STREET NE 102ad STREET LOCATION SKETCH SCALE 1 "= 300' LEGAL DESCRIPTION: Lot 7, Block 175, REVISED PLAT OF MIAMI SHORES SECTION 8, according to the Plat thereof, as recorded in Plat Book 43 at Page 67 of the Public Records of Dade County, Florida. SURVEY FOR: (Nit 1 5 H0 ` '"^� �% i 1qa.6 1 HEREBY CERTIFY: That the SKETCH OF SURVEY of the obove captioned property was completed under my supervision and /or direction, to the best of my knowledge and belief. This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board of Land Surveyors in Chaster 61G -17 -6 Florida Administrative Code. Pursuant to Section 472.027, Florida Statutes. DELTA SURVEYORS, INC. 13205 SW 137TH AVENUE SUITE 225 MIAMI, FLORIDA 33186 PHONE: 305 -253 -0909 FAX 305 -253 -0933 TA SURVEYOR WALDO F. P REGISTERED LAND ,r OR NO. 3 CERTIFICATE OF AUTHORIZATION LB. NO. 3386 STATE OF FLORIDA 1) FLOOD ZONE AE BASE 8.0' PANEL 0093 J COMMUNITY NO. 120652 DATE (W MAP: 3 -2 -94 2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF TFIIS COUNTY 3} EXAMINATICti OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, W ANY, AFFECTING PROPERTY 4) LOCATION AND IDENTIFICATION OF UTILJTILIES, IF ANY ARE SHORN 04 ACCORDANCE WITH RECORDED PLAT 5 0 4ERSHIP 18 SUBJECT TO OPRMON OF TIRE 6 TYPE OF SURVEY: BOUNDARY SURVEY 7 LEGAL DESCRIPTION: FURNISHED BY CENT 8 11418 SURVEY IS NOT VAL{D WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 9) THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES 10) UNDERGROUND UTIUTIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. 0.0 DENOTES EXISTING ELEVATION ELVA110N REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF MEAN SEA LEVEL OF 1929 BEN+IARK: B -26 -R ELEVATIOI: 10.09' LOCATOR INDEX 3250 NE CERTIFY TO: MIAMI SHORES VILLAGE FIELD SURVEY DATE: 09 -28-00 SCALE: 1°= 20' DRAWN BY: PAP DRAWING DATE: 09 -29 -00 FB: 199 PG: 9 DRAWING NO: OD -784X REVISED: 09 -07-01 (UPDATE SURVEY & ADD t MCKIICN) NEW DRAWING Kt 01-744X anlm DR]A WLA'UDOCE] CERTIFICATE OF INSULATION INSTALLATION BUILDING PERMIT# JOB ADDRESS 10255 Biscayne Boulevard STATEMENT OF COMPLIANCE: We the undersigned hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code,Chapter 52 and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R value as set forth below: AREA TYPE THICKNESS /R -VAULE MANUFACTURE Exterior Block Fi -Foil 3/4 " R -4 Fi -Foil Walls Garage T/C Fiberglass Batts 3 1/2‘, R -11 Owens Corning MULTY- FAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame /Metal Stud Walls R -11 (min.) ; CBS or Concrete Walls R -3 (Min.) by Energy Code requirements. See Energy Code, Rev. I/87, paragraph 9032(b), on page 0 -17, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field INSULATION CC# CGC009238 INSULATION CONTRACTORS BUILDER: AARON CONSTRUCTI BUILDER'S SIGNATURE: THE AFFIANT, DAVID S PERSONALLY KNOWN TO ME Sworn to and sub r;. - • "efore me this 15TH Day Of 3une, 2004 aniA EIKW LAWOO R9 CERTIFICATE OF INSULATION INSTALLATION BUILDING PERMIT# JOB ADDRESS 10255 Biscayne Boulevard STATEMENT OF COMPLIANCE: We the undersigned hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code,Chapter 52 and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R value as set forth below: AREA TYPE THICKNESS /R -VAULE MANUFACTURE Exterior Block Fi -Foil Walls Garage T/C Fiberglass Batts 3/4 " R -4 Fi -Foil 3 1/2 R -11 Owens Corning MULTY- FAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame /Metal Stud Walls R -11 (min.) ; CBS or Concrete Walls R -3 (Min.) by Energy Code requirements. See Energy Code, Rev. I/87, paragraph 903.2(b), on page 0 -17, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field INSULATION CC# CGC009238 INSULATION CONTRACTORS BUILDER: AARON CONSTRUCTION. BUILDER'S SIGNATURE: THE AFFIANT, DAVID Sworn to and subs•: • ore me this 15TH Day Of June, 2004 CERTIFICATION DA ._- 15 -04 PERSONALLY KNOWN TO ME 44 °rye YOANDRA SOSA MY COMMISSION * DD 318810 i o EXPIRES: June co. Discount Assoc. 1.8003NOTn�' _ . PROCESS# FEMERAI BERGS= MANAGEMENTAGENCY FOLIO# NATIONAL FLOM I STAN CE PROGRAM ELEVATION CERTIFICATE C.O.R EL -9.70' kninntat Read the bawd= an mewl -7. O.M.B. No. 3067 -0077 Expires DECEMBER 31, 2005 SECTION A- PROPERTY OWNERINFOIMATIO N For InsuanceCompany BUILDING OWNER'S NAME VICTOR SCHEIDE Ma/ Number BUILDING STREET ADDRESS (Inds Apt, Ur,, Style, and/or Bldg. No) OR P.O. ROUTE AND BOX NO. 10255 BISCAYNE BLVD Company NAIL Number CITY STATE ZIP CODE MIAMI SHORES Florida 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, et.) LOT 7, BLOCK 175, °REVISED PLAT OF MIAMI SHORES SECTION 8" PLAT BOOK 43 AT PAGE 67 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) TWO STORY RESIDENTIAL BUILDING LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE 0 GPS (Type): (##" -##' - #8.##° or ##.##88#" . 0 NAD 1927 0 NAD 1983 ❑ USGS Quad Map ❑ Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM INFORMATION B1. KFIPCOMMATY NAAiE& YNitBER MIAMI SHORES/ 120652 B2tX>I lctNWE MIAIADADE B3. STATE FLORIDA B4. MAPA1.D PANEL NUMBER 1202503 85. SUFFIX J B&RRM INDEX DATE 3294 Eft. FM PAWL EFFECTNBREVISEDDATE 7- 17-95 85.FLOODZONE(S) AE 09. BASE ROOD EEVATIC I(S) (Zare AO, used* offaod'ruj) 8FEEI' 810.1ndcate the sauce of the Base Rood Elevation (BFE) dab or base flood depth entered iR89. ❑ FISPro51e XFIRM ❑ CommunityDetambed 0 Other (Dube}: 811. Indcate the elevation dahm used for the EWE in BOA NGVD 1929 ❑ NAVD 1988 ❑ Otter(Desarbe): 812.1s tre bi g located in a Coastal Barrier Resorsces Systan(CBRS)areaarOtherwise Pr Area(OPA)? ❑ Yes XNo DesignafamDate SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 .l gelevators met edow.QC Drawings' XXt( Wring Under Cmm t' 0 rmishedCanstruciar *A newBevation Certbcatew ba required whencastruclon of the Wring iscomplete. C2. Building Diagram Nutter fiber j (Select the bulling dagram most sinalar to its bullring for whidh this c& aateisbetrg completed- seepages 6 and 7. If no di n accurateVispresents the f dig. presidea sketch or photograph) C3. Behratons —Zones A1-A30, AE, Ali, A 4th EWE), VE. V1 -V30, V (v4111 BFE), AR, AR/A ARIAS, ARRA1A30, AR/AH, AR/AO Corrplete Runs C3 -a-M below accardrigbtlebaking dacjarn spealbad in Rem C2 Stab the datum cs d.tteeratumisr tan the datrmusediortheBFEln Section B,convert ihe datum to tea usedtor the BFE Shaw %%measurements easuremenhenddahmconversion ckute1e . Use thespace prarided or the Comments area of S e c t i o n 0 or Section G, as awroprEde, t o doomed he datum c a n vial. Datum NGVD29 Co nrersiontCarmenb NONE Eleuatart referarce mark used Does to mak cmedeppearon trrtF Wl? 0 Yes X No O a) Top ciboitan floor (m baserteidarerrdosure) O b)Topof nod Ritter flow J0 I44 4nj O c)Bottcm dlorms1hdizontalstruchmaltnenter Ofztrrastshnii) ta. tin) O d)Attacihed garage (I44,tof slab) 8 . - 1 n) r O e) Lowest eleveicedmardiheryaridaequipn servicing the buhg( eat*htaConnote area) Mel: -_104 ❑ 0 L grade MG) 8. 2 ) 0 9) Wiest acOceig (6 gade(MAG) t3`h) No. ofpar ap (tcodve)v n t ¢►w ga t 8. 5th Lk Total area dal permaumt openings foods IM C3.h M .s4 kr. (s4 ) CHARLES W. CARR FEBRUARY 26,2004 STATE OF -. FLORIDA P LS NO. 1 - SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be sired and sealed by a land surveyor, engineer, or architect authorized by law to cerfiiy elevation information. / Gem that the hdormation in Sections A B, andC on t1* cue represents my best efforts to Nerpret the data available 1 understand that any fuse statement maybe punishable by tine or imprisonment under 18 U.S. Code, Section 1001. CER IFIS 'S NAME CHARLES W. CARR DENSE NUMBER PIS NO. 1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR LAMS) SURVEYOR ADDRESS COY STATE Z1PCODE 9245 S.W. 44Th STREET MIAMI FLORDA 33165 . SIGNATURE ,�® �,. DATE TELEPHONE FEBRUARY26Th, 2004 (3051221-3416 SOILPROBE ENGINEERING & TESTING, INC. STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES 5450 Griffin Road, Davie, FL 33314 Phone: (954) 584 -6880 (954) 584 -6115 Fax: (954) 584 -2862 LABORATORY NO: 031112 JOB NO.: 1112 DATE: 11/01/03 ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF IN-PLACE SOIL DENSITY TESTS Client: Aaron Structural Builders, Inc. Project: Proposed Residence Jobsite: 10255 Biscayne Blvd. Miami, FL Address: 655 NW 1001 Street Miami, FL 33150 Soil Description: Grey sand with little rock Max dry Density: 108.9 Lbs. / Cu.Ft.) ( Optimum Moisture: 11.3 % Method of Test: NUCLEAR Date of Test Test No. TEST LOCATION Lift No. Field Moisture In Place Density (Lbs. /Cu.Ft.) % Compac tion Wet Dry 10/29/03 1 Footings @ NE corner area Final 10.1 117.5 106.7 98.0 10/29/03 2 Footings ® center of West side Final 12.2 118.7 105.8 97,2 10/29/03 3 Footings @ center of South side Final 8.8 116.9 107.4 98.6 NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % of the maximum dry density (ASTM METHOD T -180). This is NOT a soil bearing capacity certification. SOILPROBE ENGINEERING & TESTING,. INC. STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES 5450 Griffin Road, Davie, FL 33314 Phone: (954) 584.6880 (954) 584 -6115 Fax: (954) 584 -2862 LABORATORY NO: JOB NO.: DATE: 031120 1120 11/01/03 ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL Client: Address: Project: Location: Soil Description: Method of Test: • REPORT OF MOISTURE - DENSITY RELATIONSHIP OF SOIL Aaron Structural Builders, Inc. 655 NW 100th Street Miami, FL 33150 Proposed Residence @ 10255 Biscayne Blvd. Miami, FL Fill on grade Grey sand with little rock AASHTO T -180 MOISTURE - DENSITY RELATIONSHIP CURVE aaalaan 1smal:. IA Il 1L11111NIf» �Iaa I�1�■Irllraaati arl sr 11 '111tt11.1a1>t ■ar.�Ilrtsa�rlraaa a i11 ! Ra1ar11 a1ailmalO1r 11111 I11i1:ilaa11gr1I:ItI1r+10 amanamanea1 i !OP f19 tw rl a Mann 1a1s11 nsw1 a:1 aA 1a iir!11aaaaaaaaaamana ui aastRllmomm m*amm smmurrrl _ 711 `Ira►+rllarasreatlrmumwrlsrwm mar1G411tMICM111Maiaialli n a11■ own a arms am 11 ��alar�It� tar ::::::::::::::912:1; asar n wa Ir 1+111 ak111it.I11G11111' agmalurrsanii n .0/Arlr0 1� sly l *Msra�a�Irt r �l#rritnrrF: riilr �iias�rasnreal'arni walarli��nsn�r�tnafiaFials�i�*is* �'� aa's',!`i. °. gime '11NIr1 :IIl: �rsrriasen _sararMwasrra re a riae.. --,...,��a + � �+ IO an mom 1aIAialallw1111iililRr!l atllR1110 minea*MMWONAMMINWOM Or MOM* a 111wOM ilalo art aertswl! a � 1l M� �kN I � MMIlliik i�l�rt�ri♦11♦1f1f�ii �siis�i ii**mummminliammumm•Micsra Oa 11, IIIPM,11,1 WO 111l1111di1•a111i aim e1 10411,, is >r pOlti 1i1,1111i111i1r1t 10 ,'tlV2,am}tmm, M1 mitesivis ammo mtim*V4.1110.11 *Wm moan, a'i'im in dsiriiiy I ice >J i lalma mgmmirsi nit, i11a#s11111aa61 ainia aa alum \arm simaaamas , a, ,* II r1lrlisr1ana 1rr�r- �rarlrlrsr mainalillnMI11r♦if as s~w4a a* +a �� , � rnrr�tirinurr.�r 1 rt a as mari ■1** bIll t aimalii1ta -1 OO 1t31a114flaraallii'lilit illaitali NOP maw araaaaVAaaa.arraaiaa relic IEall�i S 1 �kw 1 1 ,l11Ia 11l1i1si1U1 �i1 dll!l111 r , I� , �'0 i i,i ►1�r 1I ommilmmmommummammomomi * Iloimamiiri llfll aJlrir i 1;1 1USM 1111,11011 Mil, liilllrlialSWIIII sawiak `1_ 7a1it, ;•S•,1 AIM 1I 11* 1,1ama11mVi1111I111 11,1;1IblMi`l,it, ailik 0111111,11111,111,,, li Mee nag II VW tiIiismanommt a i 1*ii>11 **KM SAM 1:11111.* *** musom11®i.111Rliltimmo mem mmgmmu !r1rl w a°1raHa1 =1EI•:i:a immmas1 r;1r mommemmommummmommommmwmmiummommum ur w rrrEa6JS 'rl ®rrmwmmamm■ulemu mmumm,.. t 5 Optimum Moisture: 11.3 % 11 13 15 17 MOISTURE CONTENT ( %) Max. Dry Density: 108.9 Lbs. /Cu.Ft. Respec A STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Scheide, Theresa & Victor AGENT: ADALBERTO, CENTRAX #:13 -SG -17137 DATE PAID: FEE PAID : RECEIPT . OSTDSNBR :03- 2053 -N PROPERTY STREET ADDRESS:10255 NE Biscayne Blvd Miami Shores FL 33138 LOT: 7 BLOCK: 175 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3205 - 019 -0070 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH CHAPTER 64E -6, FLORIDA ADMINISTRATIVE CODE. TANK INSTALLATION [01] TANK SIZE [1]1200 [2] [02] TANK MATERIAL Concrete [03] OUTLET DEVICE [04] MULTI- CHAMBERS [05] LEGEND 01011 -12SC [06] WATERTIGHT [07] LEVEL [08] DEPTH OF LID DRAINFIELD INSTALLATION [09] AREA [1] 714 [2] 714 [10] DISTRIBUTION BOX /HEADER [11] NUMBER OF DRAINLINES 0 [12] DRAINLINE SEPARATION [13] DRAINLINE SLOPE [14] DEPTH OF COVER [15] SYSTEM ELEVATION [16] SYSTEM LOCATION [17] DOSING PUMPS 0 [18] AGGREGATE SIZE [19] AGGREGATE SOURCE [20] AGGREGATE WASHED [21] AGGREGATE DEPTH 0.0 FILL /EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] EXCAVATION AREA [26] REPLACEMENT MATERIAL SETBACKS [27] SURFACE WATER [28] DITCHES [29] PRIVATE WELLS [30] PUBLIC WELLS [31] IRRIGATION WELLS [32] POTABLE WATER LINES [33] BUILDING FOUNDATION [34] PROPERTY LINES [35] OTHER FILLED /MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION MATERIAL ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] [43] [44] [45] [46] [47] [48] ALARMS MAINTENANCE AGREEMENT BUILDING AREA PLUMBING FIXTURES FINAL SITE GRADING CONTRACTOR ARLENDER OTHER ABANDONMENT [49] TANK PUMPED [50] TANK CRUSHED AND FILLED EXPLANATION OF VIOLATIONS: CONSTRUCTION [ APPROVED FINAL SYSTEM [ APPROVED ] Lopez, Walfrido ] Lopez, Walfrido DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 002 - 4016 -4) [ostds_cins_4016 -2] Dade CHD Date: 12/14/04 Dade CHD Date: 12/14/04 Page 2 of 2 FLORIDA DEPARTMENT OF HEALTH APPROVED (305) 513-3459 JOB ADDRESS: APPLICANT: ZONING CRITIQUE SHEET PERMIT # /01,5-5- S�I7 erg APPLICATION: raw 5-ctigary DAT COMMENTS 5 a OT— kifem F — AAT Sie: INITIALS M AP Iv MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 5- -It a l � / Type lnsp'n FV\M -L 2_0 1J ( JG Permit No. k ( y Name 5Cfk0-1 Address � C�2y1 � �jC �' " — 4c4. Company Phone # Inspection Date '�1J G/o Approved CFI- Correction ❑ Re- Insp'n Fee tb Required Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST BUILDING PERMIT CARD - Containing final initials of all inspectors _ SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of buildin g showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." - - .n, HEALTH DEPT. APPROVAL, LETTER - (on septic or private water) 5 l 345q Note: If house has a septic tank, approval letter is required from the health dept. - l7c2 SOIL COMPACTION LETTER - (density reports required) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/20/05 I.T.F. CONTINENTAL 695 WEST 27 ST, HIAI EAH, FL. 33010 TEL: (305) 888 -1429 FAX: (3 ()5) 888 -8716 Partial Treatment Notice bP a3- mve This form should NOT be accepted as proof of complete treatment for Certificate of Occupancy or Closing. PROJECT: ADDRESS: 10255 BISCAYNE BLVD. LOT/BLOCK: 7 / 175 SERVICE REQUESTED BY: _AARON BUILDERS CITY MIAMI SHORES, FL. INITIAL TREATMENT DATE: 11 -28 -03 BRAND OF PRCdDUCT USED: DURSBAN T.0 EPA REGISTRATION # 62719 -47 APPROXIMATE FINAL MIX SOULUTION %: .05 Approximate treatment area SQUARE FEET: 2,800 APPROXIMATE GALLON OF SOLUTION APPLIED 280 THIS NOTICE IS NOT VALID WITHOUT THE AUTHORIZED SIGNITURE THIS FORM IS FOR INSPECTION OR CONSTRUCTION DRAW PURPOSES ONLY The above mentioned building has received the first of two required treatments of the prevention of subterranean termites. Warranty and -treatment certification will be issued upon completion of final grade only. The perimeter of the above structure must be treated at final grade in accordance with product label and Florida statute. .NOTICE TO BULDER: It is the responsibility of the builder to notify LT.& F. CONTINENTAL should treatments be required for driveways, entryways or patios etc. I.T. &F. CONTINENTAL shall be notified at final grade of the structure so final treatment may be completed, warranty issued and required paper work for closing. THIS IS NOT PROOF OF WARRANTY MANUEL DORREGO JR. AUTHORIZED AGENT FOR THE COMPANY Addis America Perez . 93 ;sCoNmires May 934496 934496 , 2004 ?Amapa Tank �._ aatic goadia8 Ca ALBERTO CABEDA APPLICATORS NAME FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SCHEIDE'S BISCAYNE RESIDENCE Builder: Address: 10255 N.E. BISCAYNE BLVD. Permitting Office: MIAMI SHORES City, State: MIAMI SHORES, FL 33155- Permit Number: Owner: MR. & MRS. SCHEIDE Jurisdiction Number: 232600 Climate Zone: South 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. Sup: Unc. Ret: Con. AH: Interior New - Single family - 1 5 - No - 3798 ft2 691.0 ft2 0.0 ft2 - 0.0 ft2 - 0.0 ft2 R .1.0, 173.0(p) ft ___, R=0.0, 320.062 ___ - R=42, 3110.0 ft2 - R =11.0, 208.0 ft2 - - R =30.0, 1921.0 ft2 _ - _ Sup. R =6.0, 30.0 ft - Sup. R =6.0, 30.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A F �`� e � � 14. a. E b. Electnc R • c ,{ x° � � �,� `�,„ ' ,•, lar D -.' e: pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ -C- Multizone cooling, MZ- H- Multizone heating) Cap: 60.0 kBtu/hr _ SEER: 12.00 _ Cap: 48.0 kBtu/hr SEER: 12.00 _ - Cap: 34.0 kBtu/hr _ COP: 1.00 _ Cap: 34.0 kBtu/hr _ COP: 1.00 _ - - Cap: 80.0 gallons _ EF: 0.87 _ Cap: 80.0 gallons - EF:0.87 _ Glass /Floor Area: 0.18 Total as -built points: 56280 Total base points: 58096 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, compliance with the Florida Ener OWNERJAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLR2PB v3.21) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 BASE 1 AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 3798.0 32.50 22218.3 Single, Clear NW 3.0 18.0 165.0 45.04 0.97 7231.9 Single, Clear NW 3.0 7.0 28.0 45.04 0.83 1041.9 Single, Clear NW 3.0 16.0 35.0 45.04 0.96 1517.0 Single, Clear NW 3.0 4.0 4.0 45.04 0.71 127.6 Single, Clear NW 6,0 5.0 7.0 45.04 0.63 198.0 Single, Clear SE 3.0 12.0 72.0 74.09 0.90 4791.6 Single, Clear SE 3.0 14.0 60.0 74.09 0.93 4132.5 Single, Clear SE 3.0 6.0 10.0 74.09 0.69 514.5 Single, Clear SE 3.0 10.0 80.0 74.09 0.85 5058.6 Single, Clear SW 3.0 5.0 7.0 68.17 0.65 309.3 Single, Clear SW 3.0 6.0 32.0 68.17 0.70 1537.3 Single, Clear SW 3.0 16.0 15.0 68.17 0.95 973.2 Single, Clear NE 3.0 12.0 72.0 51.65 0.92 3428.3 Single, Clear NE 3.0 8.0 20.0 51.65 0.84 867.5 Single, Clear NE 3.0 12.0 60.0 51.65 0.92 2856.9 Single, Clear NE 3.0 15.0 24.0 51.65 0.95 1182.1 As -Built Total: 691.0 35768.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 208.0 1.00 208.0 Exterior Concrete, Int Insul, Exterior 4.2 3110.0 2.28 7090.8 3110.0 2.70 8397.0 Frame, Wood, Adjacent 11.0 208.0 1.00 208.0 Base Total: 3318.0 8605.0 As -Built Total: 3318.0 7298.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 Exterior Exterior Wood 40.0 9.40 376.0 40.0 6.40 256.0 Adjacent Wood 20.0 3.80 76.0 Base Total: 60.0 308.0 As -Built Total: 60.0 452.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1921.0 2.80 5378.8 Under Attic 30.0 1921.0 2.77 X 1.00 5321.2 Base Total: 1921.0 5378.8 As -Built Total: 1921.0 5321.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 173.0(p) -20.0 - 3460.0 Raised Slab -On -Grade Edge Insulation 0.0 173.0(p -20.00 - 3460.0 320.0 -2.16 -691.2 Raised Concrete 0.0 320.0 0.80 256.0 Base Total: - 4151.2 As- Built Total: 493.0 - 3204.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3798.0 18.79 71364.4 3798.0 18.79 71364.4 Summer Base Points: 103723.3 • Summer As -Built Points: 117000.6 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 103723.3 0.4266 44248.4 117000.6 0.556 (1.067 x 1.165 x 0.90) 0.284 1.000 20664.3 117000.6 0.444 x 1.165 117000.6 1.00 (1061.119 x 090)0.284 11000 37195.8 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 I BASE AS -BUILT , GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Points .18 3798.0 2.36 1613.4 Single, Clear NW 3.0 18.0 165.0 4.88 1.00 802.3 Single, Clear NW 3.0 7.0 28.0 4.88 0.99 134.9 Single, Clear NW 3.0 16.0 35.0 4.88 1.00 170.1 Single, Clear NW 3.0 4.0 4.0 4.88 0.98 19.1 Single, Clear NW 6.0 5.0 7.0 4.88 0.97 33.0 Single, Clear SE 3.0 12.0 72.0 3.29 1.04 246.8 Single, Clear SE 3.0 14.0 60.0 3.29 1.03 204.2 Single, Clear SE 3.0 ' 6.0 10.0 3.29 1.11 36.4 Single, Clear SE 3.0 10.0 80.0 3.29 1.05 277.2 Single, Clear SW 3.0 5.0 7.0 4.09 1.06 30.4 Single, Clear SW 3.0 6.0 32.0 4.09 1.05 136.9 Single, Clear SW 3.0 16.0 15.0 4.09 1.00 61.6 Single, Clear NE 3.0 12.0 72.0 4.71 1.00 338.2 Single, Clear NE 3.0 8.0 20.0 4.71 1.00 93.8 Single, Clear NE 3.0 12.0 60.0 4.71 1.00 281.9 Single, Clear NE 3.0 15.0 24.0 4.71 1.00 112.8 As -Built Total: 691.0 2979.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 208.0 0.50 104.0 Exterior Concrete, Int Insul, Exterior 4.2 3110.0 1.02 3172.2 3110.0 0.60 1866.0 Frame, Wood, Adjacent 11.0 208.0 0.50 104.0 Base Total: 3318.0 1970.0 As -Built Total: 3318:0 3276.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Exterior Exterior Wood 40.0 2.80 112.0 40.0 1.80 72.0 Adjacent Wood 20.0 1.90 38.0 Base Total: 60.0 98.0 As -Built Total: 60.0 150.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1921.0 0.10 192.1 Under Attic 30.0 1921.0 0.10 X 1.00 192.1 Base Total: 1921.0 192.1 As -Built Total: 1921.0 192.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 173.0(p) -2.1 -363.3 Raised Slab -On -Grade Edge Insulation 0.0 173.0(p -2.10 -363.3 320.0 -0.28 -89.6 Raised Concrete 0.0 320.0 1.00 320.0 Base Total: -452.9 As -Built Total: 493.0 -43.3 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3798.0 -0.06 -227.9 3798.0 -0.06 -227.9 Winter Base Points: 3192.7 Winter As -Built Points: • 6326.9 Total \Mnter X System Points Multiplier = Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 3192/ 0.6274 2003.1 6326.9 0.500 (1.085 x 1.137 x 0.91) 1.000 1.000 6326.9 0.500 x 1.137 6326.9 1.00 (1081.123 x 091)11000 11000 3551.3 7102.6 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #: BASE WATER HEATING Number of X Multiplier = Total Bedrooms AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 5 2369.00 11845.0 80.0 0.87 5 0.50 2396.23 1.00 5990.6 80.0 0.87 5 0.50 2396.23 1.00 5990.6 As -Built Total: 11981.1 PASS EnergyGaugeml DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating Points + Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 44248 2003 11845 58096 37196 7103 11981 56280 PASS EnergyGaugeml DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR2PB v3.21 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANC 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Spas& heated pools must have covers (except solar heated). Non - dommercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. CHECK Shower heads 612.1 Air Distribution Systems 610.1 HVAC Controls 607.1 Insulation 604.1, 602.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. I EnergyGaugeTv DCA Form 600A -2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.21 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CH CK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. /f Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Spas& heated pools must have covers (except solar heated). Non - dommercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. CHECK Shower heads 612.1 Air Distribution Systems 610.1 HVAC Controls 607.1 Insulation 604.1, 602.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. I EnergyGaugeTv DCA Form 600A -2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. MR. & MRS. SCHEIDE, 10255 N.E. BISCAYNE BLVD., MIAMI SHORES, FL, 33155- 1. New construction or existing New 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi- family 1 SEER 12.00 _ 4. Number of Bedrooms 5 - b. Central Unit Cap: 48.0 kBtu/hr _ 5. Is this a worst case? No SEER: 12.00 _ 6. Conditioned floor area (ft2) 3798 ft2 c. N/A 7. Glass area & type a. Clear - single pane 691.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Strip 34.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ COP: 1.00 _ d. Tint/other SHGC - double pane 0.0 ft2 b. Electric Strip Cap: 34.0 kBtu/hr _ 8. Floor types COP: 1.00 a. Slab -On -Grade Edge Insulation RD.0, 173.0(p) ft _ c. N/A - b. Raised Concrete R�.O, 320.0ft2 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 80.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 3110.0 ft2 - EF: 0.87 b. Frame, Wood, Adjacent R =11.0, 208.0 ft2 b. Electric Resistance Cap: 80.0 gallons c. N/A - - d. N/A - EF: 0.87 _ _ c. Conservation credits ° e. N/A (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 1921.0 ft2 _ 15. HVAC credits b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 30.0 ft _ RB -Attic radiant barrier, b. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 30.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FL AIRES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergStarT"designation), your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLR2PB v3.21) Summary Energy Code Results Residential Whole Building Performance Method A MR. & MRS. SCHEIDE 10255 N.E. BISCAYNE BLVD. MIAMI SHORES, FL 33155- Project Title: SCHEIDE'S BISCAYNE RESIDENCE Class 3 Rating Registration No. 0 Climate: South 5/28/2003 Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 44248 points 2003 points 11845 points 58096 points Cooling: Heating: Hot Water: Total: PASS e- Ratio: 0.97 EnergyGauge®(Version: FLR2PB v3.21) 37196 points 7103 points 11981 points 56280 points Building Loads Base As -Built Summer: Winter: Hot Water: Total: 1.0372E5 poin'tsSummer: 3193 points 10424 points 117340 points Winter: Hot Water: Total: 117001 points 6327 points 10424 points 133751 points Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 44248 points 2003 points 11845 points 58096 points Cooling: Heating: Hot Water: Total: PASS e- Ratio: 0.97 EnergyGauge®(Version: FLR2PB v3.21) 37196 points 7103 points 11981 points 56280 points * ResmanuJ(c) Version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project Address City • State /Zip Owner Builder HVAC Contr SCHEIDE'S BISCAYNE RESIDENCE 10255 N.E. BISCAYNE BLVD. MIAMI SHORES FL 33155 - MR. & MRS. SCHEIDE NULL Prepared by: GUERRERO /GONZALEZ ENGINEERS 4300 SW 73 AVE ST.107-A MIAMI, FL. 33155 TEL:305- 262 -3944° FAX:305- 262 -8211 email:PROJECTS @GUERREROGONZ Cond Floor Area = 3798 !Total Glass Area = 691 Conditioned Floor Area to Total Glass Area Ratio = 18.2% * USA Climatic Conditions & Design Conditions * Geographical Location North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter Temperature Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Summer Temperature Diff. (sTd) Summer Daily Range Maimi AP, Florida 25° 9Ft•. Above Sea Level 48° 70° 22° 89° 77° 49 50% 56 74° 15° 15° (Low Deviation) * HEATING SUMMARY * UTSCHEIDE.enb * COOLING SUMMARY * SUBTOTAL DUCT LOSS TOTAL LOSS MECHANICAL VENT.- 350 CFM MINIMUM EQUIPMENT LOSS + 20% OVERSIZE LOSS EQUIPMENT LOSS MAXIMUM EQUIPMENT LOSS 53533.9 2676.7 56210.6 8470.0 64680.6 12936.1 64680.6 77616.7 STRUCTURE SENSIBLE OCCUPANTS APPLIANCES SUBTOTAL SENSIBLE DUCT GAIN TOTAL SENSIBLE MECHANICAL VENT.- 350 CFM TEMP.SWING 3.0 °@ 95° MINIMUM EQUIPMENT SENSIBLE = 54587.5 + 3000.0 + 1200.0 58787.5 + 5878.8 = 64666.3 5775.0 x 1.0 70441.3 20% OVERSIZE SENSIBLE EQUIPMENT SENSIBLE MAXIMUM EQUIPMENT SENSIBLE 14088.3 + 70441.3 = 84529.6 TOTAL LATENT EQUIPMENT SENSIBLE EQT.SENSIBLE + LATENT = 27704.4 + 70441.3 = 98145.7 * AIR FLOW FACTORS * HEATING FACTOR (BTUH /CFM) HEATING CFM 20.0 COOLING FACTOR (BTUH /CFM) 3234.0 COOLING CFM * EQUIPMENT SELECTION * EQT. MANUF CU MOD # AHU MOD # HEATING INPUT HEATING OUTPUT HEATING CFM AFUE /HSPF (BTUH) (BTUH) (BTUH) SENSIBLE CLG LATENT CLG TOTAL CLG TONAGE (S)EER COOLING CFM TYPE 13.6 5165.7 (BTUH) (BTUH) (BTUH) Calculation Procedures A,B,C,D Procedure A Winter Infiltration HTM 1. Winter Infiltration CFM Envelope Evaluation #2 (Good /Average) 1 Air Changes per hour x 37980 Cubic ft. x .0167 2. Winter Infiltration Btuh 1.1 x 634.3 CFM x 22 Degrees Winter TD 3. Winter Infiltration HTM 15349.2 Btuh / 691 Sq.Ft of total Glass & Door areas 634.3 CFM 15349.2 BTUH = 22.2 HTM Procedure B Summer Infiltration HTM 1. Summer Infiltration CFM Envelope Evaluation *2 (Good /Average) .5 Air Changes per hour x 37980 Cubic ft. x .0167 2. Summer Infiltration Btuh 1.1 x 317.1 CFM x 15 Degrees Summer TD 3. Summer Infiltration HTM 5232.7 Btuh / 691 Sq.Ft of total Glass & Door areas = 317.1 CFM 5232.7 BTUH 7.6 HTM Procedure C Latent Infiltration 0.68 x 56 grains difference @ 50 RH x 317.1 CFM 12076.4 BTUH Procedure D Equipment Sizing 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 350 VENT CFM x 15 Degrees Summer TD = 5775.0 BTUH Sensible Load for Structure + 64666.3 BTUH Sum of Ventilation & Structure Loads 70441.3 BTUH Rating & Temperature Swing Multiplier (3.0 °@ 95 °) Equipment Sizing Load - Sensible x 1.3 - 70441.3 BTUH 2. Latent Sizing Load Latent Ventilation Load 0.68 x 350 VENT CFM x 56 differance - 13328.0 BTUH Internal Loads = 230 Btuh x 10 people + 2300.0 BTUH Infiltration Load from Procedure C + 12075.2 BTUH Equipment Sizing Load - Latent = 27704.4 BTUH Abbreveations * Glass /Windows * S.C.= Single Clear 1 S.T. = Single Tint 1 S.R. = Single Reflective D.C.= Double Clear 1 D.T. = Double Tint 1 D.R. = Double Reflective T.C.= Triple Clear 1 T.T. = Triple Tint 1 T.R. = Triple Reflective Shdg= Shading 1 Ovhg = Overhang 1 Btm = Bottom 1 Hgt = Height 1 Sc = Shading Coefficient * Inside Shading* N.S.= No shades j D/B = Drapes or Blinds 1 R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier 1 Shtm = Summer Heat Transfer Multiplier Infiltration #'s: 1..Sub Standard /Poor 1 2..Standard 1 3..Better 1 4..Excellent Building Componet Heat Loss & Gain Calculations = Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss /Btuh Shtm Gain /Btuh Nw -No Shdg Fctr S.C. N.S. 3.0 18.0 n/a 1.0 165.0 25.4 4191.0 60.0 9900.0 Nw -No Shdg Fctr S.C. N.S. 3.0 7.0 n/a 1.0 28.0 25.4 711.2 60.0 1680.0 Nw -No Shdg Fctr S.C. N.S. 3.0 16.0 n/a 1.0 35.0 25.4 889.0 60.0 2100.0 Nw -No Shdg Fctr S.C. N.S. 3.0 4.0 n/a 1.0 4.0 25.4 101.6 60.0 240.0 Nw -No Shdg Fctr S.C. N.S. 6.0 5.0 n/a 1.0 7.0 25.4 177.8 60.0 420.0 Se- Shaded Area S.C. N.S. 3.0 12.0 6.7 1.0 3.7 27.0 99.9 Se -Solar Area S.C. N.S. 3.0 12.0 6.7 1.0 68.3 44.0 3005.2 Se -Total Area S.C. N.S. 3.0 12.0 6.7 1.0 72.0 25.4 1828.8 Se -No Shading S.C. N.S. 3.0 14.0 5.6 1.0 60.0 25.4 1524.0 44.0 2640.0 Se- Shaded Area S.C. N.S. 3.0 6.0 5.1 1.0 9.9 27.0 267.3 Se -Solar Area S.C. N.S. 3.0 6.0 5.1 1.0 0.1 44.0 4.4 Se -Total Area S.C. N.S. 3.0 6.0 5.1 1.0 10.0 25.4 254.0 Se- Shaded Area S.C. N.S. 3.0 10.0 7.7 1.0 35.2 Se -Solar Area S.C. N.S. 3.0 10.0 7.7 1.0 44.8 Se -Total Area S.C. N.S. 3.0 10.0 7.7 1.0 80.0 25.4 2032.0 27.0 950.4 44.0 1971.2 Sw -All Shaded S.C. N.S. 3.0 5.0 4.1 1.0 7.0 25.4 177.8 27.0 189.0 Sw- Shaded Area S.C. N.S. 3.0 6.0 5.1 1.0 31.7 27.0 855.9 Sw -Solar Area S.C. N.S. 3.0 6.0 5.1 1.0 0.3 Sw -Total Area S.C. N.S. 3.0 6.0 5.1 1.0 32.0 25.4 812.8 44.0 13.2 Sw -No Shading S.C. N.S. 3.0 16.0 4.6 1.0 15.0 25.4 381.0 44.0 660.0 Ne -No Shdg Fctr S.C. N.S. 3.0 12.0 n/a 1.0 72.0 25.4 1828.8 60.0 4320.0 Ne -No Shdg Fctr S.C. N.S. 3.0 8.0 n/a 1.0 20.0 25.4 508.0 60.0 1200.0 Ne -No Shdg Fctr S.C. N.S. 3.0 12.0 n/a 1.0 60.0 25.4 1524.0 60.0 3600.0 Ne -No Shdg Fctr S.C. N.S. 3.0 15.0 n/a 1.0 24.0 25.4 609.6 60.0 1440.0 Glass Infiltration: 691.0 20.4 14096.4 7.0 4837.0 Glass Sub Totals: 691.0 31647.8 40393.5 Componet Type Exposure R -Value Area Whtm Loss /Btuh Shtm Gain /Btuh N/W C.B. - Int Insul Exterior 4.2 3110.0 4.0 12440.0 2.7 8397.0 Wood Stud Adjacent 11.0 208.0 2.0 416.0 1.2 249.6 Solid Core /Wood Exterior n/a 40.0 12.3 492.0 12.7 508.0 Solid Core /Wood Adjacent n/a 20.0 8.5 170.0 10.1 202.0 Door Infiltration: 60.0 20.4 1224.0 7.0 420.0 Slab on Grade 0 173.0 17.8 3079.4 5.4 0 Raised Concrete 0 320.0 8.5 2720.0 5.4 1728.0 Under Attic 30.0 1921.0 0.7 1344.7 1.4 2689.4 G of 4 N) c t fLw leaox S dam- wr3% src 3 6 S GC, ?Ts el-ofs-r- ooc = zs77 s 1 --r-orert- 61-73 --e -rp sF C c i� C. .� ,c t SZ yvrttt- 7 es T Edward A. 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Lof vcy) 5703 >clO .-2-'570.34;fr- fort7,4t, A.J foinf I turvk 01 LI Calorie) .57a. 3 cf)(9‘ it 1AJAUS Vit)ta-v _Ze064 az_ o Us ; 3.44 0‘ta,c. 4J,. c# e d'o "t/tor Edward A LANDERS, P.E. CONSULTING ENGINEERS (305)823-3938 A-AA-V. :f L Q94-10 ' t h rt- 1 )1 i/J6- t/° 5 pr ( c J c V 3 K. /49,. ...S' J j . P4 / Edward A. LARDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 *1) (f ` Roo p &JA-cc-s eZ a „..$) & J;P . . t • {:WA4. tia.\--) 51- Edward A. LANDERS, RE. CONSULTING ENGINEERS P ._Sec S L G coo ± !c? w, f= 55 X14 (305)823 -3938 ,S= 17 --rr3 /, P 4-? 64. .47 virk..0 (1-±,.(11r1) C.. / •nti ACGS 401/4?vi:: LI (L. 061,04etir .Sit33 fur (2-VO U2 A01 6--Cp Fdre__ 11 ?, 3 GC =7- dz''t cc-i+ Fritz_ Wt -e 3 (SC) 5 ""4- 60) cr) P 1,04-z C. 3 4- a) icf). 9? .0Le2C) p 63 es ic rippt..e c p I. Edward A. LANDERS, RE. CONSULTING ENGINEERS (305)823-3938 ‘c,tt,CS vfi Au ,4-7,9.s qv! Opcci- .z t 8,0 X -S" ?.z = zc76 „(3' Ile4 er o 3FAA b to-14),i G .rte • upuor 6 ' /ot s noun _ /T 3 - 7 u s Eted (4 0 X 7.0 X - ze. 6 :” ZcP©2.4 —4.etz 5- �l .2 Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 0-0 (3 sa 7 6. )c Z G T t4 bid,t(Pr -4 d Z. Int p4 tL ?.0J. 7,0 t t 0 st 0 fr-/e-tA X 3, U i� °r �� a Z ` S4 i . 6,s )( c,!.7 K —24'aG Jfi% /z.o X J rc 3,0 c/e i c X5`0 S- x re O x- s--- r Z i4 i x Z,u .x -- Z'ei6 c 1 4 - zo x S^xzav z. o , vr`r` 57'Z 4 or. Z6w1" Edward A LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 Cl -ccs Up .5 , r x 4; d X -57Ez —ll(' f z r >el, a ,' - 264 = --Z0e6 u p >✓ u r-r- . to 4,0 ©x SZ . (7 6 ( J( _ 1 P .: 774t (T'U - '-z -7--#2.t. 7-J . A - z. spa" ¢` (let-u'r -7- 4. (..) re c.) if- .. s-7. . G it- 6-Jv 04-1. U y 6 3-- Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 S^ Xccoev >c- -2e' -�,". ' D ,P Or cc Cyr, 44,0 X 2.eU x — a crt • Seo v1 L =Grit` ot1 44k-- 11)6 Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 S— I'1-d3 71Awk1 t� 0 X ?.0 -s? 7. s x 7.0 - 2 d° -- 5-463! Aert _ -it 1 7' % Lc. X 7, 6 cr, #-- ,0 Edward A LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 lr 3'o,e—te36, r6. 257 13 r- 7 2eh 7, v et-fre-k- 6 `7141 5" a c z 5 Z. CDT 0 = 3v Edward A. LANDERS, PE, CONSULTING ENGINEERS (305)823 -3938 C rccs- ° 1L, C0171 11-c 54_ k 4(Gw;k &k.71 S1 -'.,.0 =512- 07 tj- 6C (6")- G( eGrx 5—lZt (Z3 7Aicr (ILO Sriir/to)G- OA VI) .-7e • P 7'wr; c/r4d. 11 (rti'S ! 1 NC /c.r. r� 5 G06e . 66) =.73 �3x3.'4 zp 1/44 cr s cc (G f 4� : d'SX2cf'a3 r Z3 4-7 6.C1L- • 0 Lr4Te3T CfKCS 4- 1Z -63 Edward A. LANDERS, RE, CONSULTING ENGINEERS (305)823 -3938 c /\-(-c S° - c ((4. s�-�� -cr) 1? z. . 4Jt6S7-YL* fx 3 x( U J) c Lk Tau. i( C4i0 4r. z n o,°7$ z- (674,,) Q; Sp fr Cam. -/ t1" 64‘Ai Corm -- .r 0601,0 Ate. t 3x,zs� .7s� JIM S(,stAx (Net) p_ 16l zoo »'5 'f V) • 1t CAj" ( • i r -ra( 4-x `f a� .1 s-3 . //C— ,ez_ 18,3 1;; ■- 4-0 51 i6ofor C s,Oria: e . PS " ?< <Ti 41110 = /`6 Z% lc- xz T-'.d' I 0099 Ala) lvf4= 3 614 *L. m- , S l ` - 34 4-1104. 57 � .3C 6 x .iO) x worm) — lq ?OOP r' Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 CAT-cJ - su.tAw 4_07 o - C., pct g kw `'C( g do rr Z 40 t-rs S = v 3 f Kull, IC_ o� o r8 ?do 100x ovt 49 S1 0 w•ogc S rd' 4°x P (49-3 c (9* _s- evaic cAs2-tA- g..zo,c) 2 nu^ UJ =21cro*,Nc&, M 2 WI) (Sin) ��- IZ 1 a4-61..4-311*- kd 3 % it sP ✓Mv' c °/, crvv. �( ...Co Pty RJo, z 3"-Z 5--p5-1. 4 `whop` ( • t 4-.0 /l ✓ 2 " t, /mil /AA Edward A. LANDERS, P.E. CONSULTING ENGINEERS (2)-0/:--40 4- ti--o3 (305)823 -3938 Cs- S =1�-Uj I aP� /8 4.0 (.375) 6 A d O i (AA > ,07 �30IC z tro 4.75)7- 9.'• 4— 5.-Afari`cSt ,30ccief-trief: (A, r 6 I N s 44-0 K ft-S'" = 7t0) . 17 IM 3 > • (6 tAt < <') Edward A. LANDERS, RE. CONSULTING ENGINEERS (305)823 -3938 ,S-!? . —03. FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS Wind Velocity (mph) Importance Factor 1.00 Exposure Category Internal Pressure Coefficient + 0.18 Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope (x:12) STRUCTURES INTERNATIONAL, uC 57 Company Prepared By Client Name Victor ViCtOr C Schelde . Job Description Biscayne Residence 10255 NE Biscayne Bind; Miami Shores, FL Job Number *kilt OPENING MARK OPENING DESCRIPTION LOCATION ZONE )! OPENING ELEV. OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) 16.33 MAXIMUM POSITIVE PRESSURE (psf) 46.4 MAXIMUM NEGATWE PRESSURE (psi) -57.1 2 Fixed Glass;(Bi9) 3.51 16..33 46.4 -57.1 48.8 -53.2 Fixed Glass::( entry),, (2) .SH - 25:: 10.83:: !' 52.1 -56.7 4.25 6.25 5.25 50.0 44.1 (2) Std - 24 Food Glass Oval 1.7.75 625 4.16 50.8 -85.8 Garage boor 16.67 2.33 3.08 54.1 -72.5 47.2 -58.6 SH - 23. 18.16 3,08 3.16 54.1 -58.7 SH 34 17.67 4.41 4.16 52.0 48.2 11 12 SH -34 SH -35. 16:5 441 416 52.0 48.2 4.75 4.41'' 5.25 51.2 46.6 13 Fbced Grass 17.58 2.5 4.16 54.0 -72.2 14 47.2 -58.6 15 (2)SH -24', 4.75 6.26: 4.16 50.8 45.8 16 SH -34, 16:5: 4.41. 4.16 52.0 48.2 17 SH,- 35 4.25 4.41 5.25 51.2 46.6 18 3068 Glass Door 14;67 ? 8.67 51.7 -67.6 19 5068 Sliding Glass D 14,67 8.67 49.9 44.0 6068 Sliding Glass D 3.33 6.67 49.3 42.7 21 22. SH -35 SH -35 4.25 4.41 5.25 51.2 48.6 4.25 4.41; (2) sung - 24 18 6.25 5.25 4.16 51.2 -66.6 50.8 45.8 24 SH -34 4.75. 4.41 4.16 52.0 -56.6 SH - 24 (2) Sliding - 24 16:; 3.08. 4.16, 16 625 4.16 53.3 50.8 -57.8 -55.4 (2).SH-25 28 SH -35 6X 5:25. 50.0 -54.5 525 51.2 -66.8 Biscayne Wan -load Catc Width of Edge Strip (a) In feet = 5.5 Copyright 2002, Strictures international, LLC 2127/2003 to W2O t3 'ilAN1I -DADE COUNTY. FLORIDA METRO -DADE FL.AGLER Ht:tt.DING PRODUCT CONTROL, NOTICE OF ACCEPTANCE. United Steel Products Company 703 Rogers Drive (P. O. Box 80) (Montgomery .MN 56069 Your application for Notice of Acceptance (VOA) of: Various Connectors under Chapter 8 of the 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 CotnpIiance 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 jobsitc or manufacturers 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 fads to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE ICE METRO -DADE FLAGt.ER BUILDING 110 WEST 1LAGLER STR1.ET. SUITE 1603 MIAMLFLORII).e 33I 3U -1563 (305) 375 -2901 FAX (305) 375.290s CONTRACTOR LICE`SI %C SECTION 0051375-2527 TAX (31151375 -.55s e uNvkACrmK t :OFnRC :Ee1t :N 1 DR ism 0053 375-2966 rAX (705) 175-2994t raantuc-r Covrttnl. ute•(au\ (3u5I 37s-2.)Q2 FAX (305) 37_ -433v The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0913.07 EXPIRES: l0 /09/20Q. Raul Rodriguez Chief Product Control Division THIS IS TILE COVERSHEET. SEE ADDITIONAL. PAGES FOK SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMtTrEE 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 sct forth above. APPROVED: 12 /07/2000 Francisco J. Quintana, R.A. Director \liatni -Dad. Counte Building Cock Compliance Office 01045000 P000titee pycestnows +ccepwKC cover pArtdoe Internet mail address: postmastercabnttdingcodeontine ,com • Itotnepagc: http : //www.buikliogcodenntiac.ealn United Stcecl Products Company., ACCEPTANCE NO.: 00- 0913.07 APPROVED: DEC 0 7 2000 EXPIRES: 10/09/2003 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 documentation, 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need 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. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THiS ACCEPTANCE 3 • . United Steel Products Company. ACCEPTANCE NO: 00- 0913.07 APPROVED: DEC 0 7 2000 EXPIRES: 10/09/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 97- 0507.01. which was issued on 10/09/97. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC). 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFI3C Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. MDADEand sheets 1 & 1, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads arc based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall beara permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies oldie 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 hangers and angles selected for the proposed installation. 6.1.3 Any other document required by thc Building Official or the SFBC in order to properly evaluate thc installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 • R" RAFTER TIE SERIES 14 GAUGE Product • Dimension Fasteners Ailowab * Load ',AAAA yY. r l ix. " lillIMIL 1111=11111111111111111111111M111111 t1111itallii1111111111111711111ii111111 WIT ill, asI 111111111111E1 �� 680 - 805 •r . R120 20" ME 9015 1020 aC : A'" 16" IMMO 830 OMB 11:711111111111M111111111111111111111=11111 II alM111111111M11111111111111,1101111WMINIIIMIll 24" 18 1020 It120 020 t11111M111111 1020 IFRIMINI Crillilleal : K2 Sift =lEMEI 18 MEI 1040 215 1020 TA22 �10220� e1�1'f4'� ' .RT40 • 40" ERE 1020 1020 :Y.. •r • .,.. RT48 48" i8 1020 1020 TA 1R'..SS ANCHOR SERIES 14 GAUGE C,k'RA t;rjTc is ICCL SMAU. CON,0 M 10 AIM AI33 S'NUCTURAL CRAX 33. AND MTNI'IUN CALVINfZEO COATING Sr G90 rAITEvEls ARC CONNON %TIRE NAILS Lm,sgs CrmtRitlC NOSSO ALLOVAILC LIALlrt LOADS NAVE ICON IN :RCASCD h A ShtOR1 TIMM D01AT104 rAciav Or 33Y rOR V:NO LOAD WO: AC r,A1MCi INCREASE 13 ALLOWED ALLOVAI.0 DDVN LOADS ARC NOT IMCREASC3 Ir SsCYi1 TERN DURATION rA"10R ALLOVAIIC LOADS ARE SASES CM 1,C NAtiCkAL OCS:GA SACC IriCA *IC4S rC* V03D COKiout TtON INNS COttIO,. S 1193 ERRATA. TOR SR)ihCRM ¥CULOV AK CA 0.33 OR SEMI) t IEST PERT ORMCO IN ACCORDANCE V1rs ArM cobs SI )) Product Dimension f 7151 �Il'c�•ilR:lri.!l�illi1 l } TA14 14" 111111111111111M111 215 245 16" IMMO 830 215 246 0 20" MEI 1040 215 345 TA22 22" '10 SIMI 256 3.6 Notes 1) 2) 3) 4) 5) 1) Number of fasteners shall be equally divided between rafter and stud 2) Penetration is assumed to be 1 112" into wood LI are loads applied parallel to bearing wall 1.2 are loads applied perpendicular to bearing wall Minimum embedment of ties 4" Allowable loads for uplift, L1 and 1.2 are not to be combined Minimum nail penetration 1.5" P . rls 4S CG11ilTIF6 1T1J • 11/11. •U T:0 STn'L PRODUCTS COMPAXr , WITS 1 ow LOBO ten 1)3 cues SiIV1. , MtCO '. M, 11(.A1 011E 0t_ ..e --�.'A ',1OrfaloN R1 AND TA SERIES IOt10txG 0001 COIUUANCt OF 1{ 1CCTF14ICI 10. 0012q0.07 07 10/06/00 1, ) •tACM Ko.XM .ed•CSSTOMAA OCIMC * tt:tYlt) tLtRSAA RC& NO SCBM At• WADE MIAMMADE M!AMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. 0. Box ittl) Montgomery „MN 56069 Your application for Notice of Acceptance (140A) of: Wood Connectors under Chapter 8 of the 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 manufacture 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 rails to meet the . requirements of the South Florida Building Code. DIMMING CODE COAlPL1ANCE OFFICE MI DADE FL>ATGLER MAIMING t40`1t'G,ST FLAGL13tt STREirr. SUITE 1603. ,1rt1i1Mt. FLWR1DA 33130.1563 (3051 373 -2901 FAX (303) 37 -7905 CIY,NTRA'GTOIt LICENSING SEC rioN 0037345n FAX (305) 375-2550 a:mum:ton wont .ME TD WIStoN. 00533/5496i FAX (305) 375- rummer cOmuot. ult 1Os (305)373.29C FAX (305) 372.6339 The expense of such testing will be incurred by the Manufacturer. ACCEPTANCE NO.: 02- 0102.03 EXPIRES: 01/11/2007 Raul Rodriguez Chief Product. Control Division THIS IS THE COVERSHEET, SEE ADWI/DI/AL PAGES FOR SPECIFIC AND GENERAL CONDITIONS' BUILDING CODE `C PRODUCT REVIEW COMMrITEE This application for Product Apprdval 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: 02/07/2002 Francisco. Quintana, R.A. Director Miami -Dada County Building Code Compliance Office United Steel Products Company ACCEPTANCE No.: 02- 0102.03 APPROVED: February 7; 2002 EXPIRES: January 11,.2007 NOTICE OF ACCEPTANCE: SPECIFIC' CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (140A) No, 01- 0417.10, which was issued on August 9, 2001. It renews the approval of a wood connector, as described • in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The USP Wood Connectors and its components shall be constructed in strict compliance with the following document Drawing No TAP - TAPR- TAI?L, Sheets 1 through 2 of 2, titled "Wood Connectors," prepared by manufacturer, dated 6112/01, signed and sealed by Thomas A. holden, bearing the Miami -Dade County Product Control renewat stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Douglas Fir or better with a specific gravity of 0.50 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991. Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each unit shall bear a,perrnanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade Coulnty Product Control Approved °. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings; as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system, 2.1 United Steel Products Company ACCEPTANCE No.: 02- 0102.03 APPROVED: February 7, 2002 EXPIRES: January 11, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS L Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need 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 t, 2 and this Last page 3. END OF THIS ACCEPTANCE zwETED TRUSS ANCHOR CTAPR) GC DtHENSIONS rAsTrucRs ALLDVADLC LOADS upt.1FT 1334 at NAILS tad 16ti . 0' 5 700 - 755 I 10 6 040 905 I 12 11 1035 1055 t 14 ID go& 1055 i 16 . '*1 1055. 1055 t 10. 12 1035 .1,055 • '420 50. 33* -. 1035 1.054'i 1105 1350 25 Is '.1055 , 1055. THIcIt.I4TAS a•« 2e4s4ue4 bi8stii4txr •usios* RUSS.ANCHOP 47.0, CC DIMENSIONS ' rAwrEncRs 04..t.OV401.c 1:449$ upurt 1332' ' H NAIL'S 104 .16d ' i 0 5 700 753 493. 10 6 840 905 s 32 0. less 1035; - t 14 to 4055 1035 i 1 , 6 11 . 105T 1055. t ID 12. ,- *055 4055' '420 50. 13 1035' 55 1105 1350 2e 14 '.1055 1055 linSgmpss Is 2.. m1Nimur4.cRessI4041 is 4. LATERAL TRUSS ANCHOR cTheL, PRODUCT CD= a 01204$10).18 s4STT.)11;Rs IATCRAI. 1,442; H .JWS lt 76.A At AR TAM.14 94 le 167 10diti toe 493. ROO, TAPL14 14 44 (6). 10did 112 595 440. TAP1.16 14 16 76? 1041sel I/O ses ens ALTERNATC FA5TENIN6 SCH513.4.2 FASICNT.61 SCHEDIA,C 1.K3"1 13311 .FASTOCRS,FT.R STRAP. SIZt tod vott '975 '420 1300 1350 16d 755 J. 1035 13$0 1105 1350 P.RODUCIMNPVE.b •It,gprrocrotia. 1.1 HINiittot ctilIeviistiT IS :4., . : i,. 3, - . . . `. ip ;M, ilil2.) Tks .JOIST PLAIC 10 NiGti'Il.0A. flvPt• ;J 3.) 1ccazt ItUSC VATCRAI. 14A0144I..,l rAVIDCRr PP ' ' STRAP Np Nczsury: , ,, rE4AL NEITE4 IJUab,W#070VM: • . ,.. .. , at. yttts ,AppRovc3 r000tters::11441.1.:1C.-1",...srat;.- cm6og SOWMINIS_ASTIVAS52.trnoctuRc.004111 Da vow 710.0 oustv04.01,66v063CfDMX_po_ :. -'. ..... . ,-•....•,. . -. - .. .- 1:40,.1!COCAWIR.VA .... ,•-• . .-'' -'': :: :.` ?... . . ':'• of gAstrolcitt....41:0040.••644,*41.5 ztitc5004:44:„M$06e71HRI0 ,4•3060!M,:o04461140,1104 CADor64200)06.. • • • 311,. :A.I. ..itisT MAA-TIDttolati4I-iP-e15 •Ntitr. ...c. -e-.....•ti. f..i..„ o -- w -• - •• • *. .A xtooRxto44 14410.1T4,* 44cAloc 400T i APMF44 ;c41PM .tCc' •OA9'zt ,. P314*: - .- • .... .41 a.4ns 1044.4 An 7 04C0 N Md/OM% . 6#,1. t.trtri440141.r.: atiVNaxt ION 1197. =VI 10,11ansOr V 430:a3) a."611c4.AtuTPFT P&WW4W, W ' 'VI -414 07414.RIAr • •• • - • ' . . as 44.0vA01c 3.0ats.. roe 1 ad. • m 51 ... I. ...,-. .1.- ...4. T 1Co4. 4.o . 1 i. te. e.. LTA. 4C0:rr e 91010N:L341 DV 434'00 td r XIMA ACA= Aw 4414E3: s .. . ... . . .- . . . . . . FOR OFFICE USE AtrEIGI1 M C6121016 inn 101 m9ed,i tocr' ow UNITED STEEI.,..2)20;114T2 1 313 703 ..RolatRs 'DRIVE MONTGOMERY '14141:561169 , WOOD CONNECTORS . „ imito 2RA1424a NUMIIERI ..Ther.T.052-125.-. SHEET Ntiting•Rf ••••11..CE.4.- 0 , . 7. I - THEMKG ft. 4:11.561- Plc; ;IVII- N4PlincR .f..010.0u9T .. BUROU10 *CON COIOU/41:41110E ACCIHAIICE t10._Qt-o 9 j 7, io 1RDER TRUSS STRAP CSGP3) • • •••■•:i7,-!. -4•'• . . .44D4D0 Carit • .. ' *4149C . glyizigiums . ...FxSTCPCRS - PLLOVADIX LOADS UP1,,,,IFT •133Z: TRAP a . 1,,,Lei.rt. .A..?: . 44 •• ' • . ;Cl... IVAN+ - ill911" HAS 'EMI : SGP2. 14 t ' 114'. " t:513. .:' a 114.t:t■aw . 21: ii ii1MCei17/2'• iinti MEIN IIRIM SEMEDIMPEE 1111Eall1U01 EznEaum • 30P.3. 4• 114• , 3 ..., 4•=:.4 ' VIM', NsOwUDiEm MImNuIEN= S • . 0) '40•13 * 1340--. 1, 55 • ANCHOR .1101.1- lerx CF. miTH stomm0rAmoircfiy pypt 4/4* 400010! PtATE INCIAtaCD 'SOP 'ANCHOR sTRAP. • HORNUM HCADeR THicgiicss..e... • • , • . . SiNkt.t. wiieliviiidia.,.cciiiepiithid• to sASTM ../.53% r.4 usi4. oc1X4.13* su•mukx.K14111.01 CAUVAIVILD C*OINO Or' CLO pp* otstx.; rtItt mkto �a .1ax INsu.lc SoC444 AIX stow!. AO m11140,04 1.604/ers‘ov*,... t 4004•AN'tkeilx4414C VIW. .INS movVrACTUOCO 1.41MWCH*14*. • PHS* 410/1CC Br 1•10CIPPAVPr INC 140t414041o4. DIJI1.004 ODC• . 4* aN".44.4400N. 4CSitla INtaltICAtttiNT rise y404 O4 rOWSOLIIHtfite:PPOC tterAWS1 tralkfCIK:01,10;15Opialug Vim AST* 11.47111. Pa WWI NaVt...01.10iiv 'ate.; oiCoCAScir or 4.■ No 40 rutiNee 'IS 44.1:0440. GIRDER TRUSS STRAP tsajoa4 1140174TIWANED • AteinAistilla*-4iAT 4i • FoAfOiNovict • . •IPIRmat44-I=MODE.- 402P=1 111):10/.44i.UP FOR orrice USE UNITED STEEL PRODUCTS CD 703 ROGERS !AWE RanTaumr..117 MN 04060. WOOD CONNECTORS DATE, stow- - - IIRAviNG NUROCR; w SHEET NuROCRs AKA... ,..-/........, i)' 0 11 1 ■ MINAS A. COLDER. P.E. CIVIL, NUNDCR FLO1511119D • .... tit-DAD:0 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)9 FLORIDA FAX sj 375 Nu -Vne Industries, Inc. 1055 East 29 Street Hialeah FL 33013 Your application for Product Approval of: Wood Connectors under Chapter 8 of the 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 s • • d the use of such product or material immediately. BCCO reserves the right to revoke this approval, if ° is determined BCCO that this product or material fails to meet the requirements of the South Florida iding Code. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 00- 0327.03 Expires:05/22/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/29/2000 rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ®bnildingcodeonline.com Homepage: http : //www bnlldingcodeonline.corn Nu -Vue Industries. Inc. ACCEPTANCE NO: 00- 0327.03 APPROVED EXPIRES : _05/22/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0107.02, which was issued on 05/22/97. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Nu-Vue Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No.NU -1, sheets 1 and 2, titled "Truss and Top Plate Anchors" and "Truss Anchors and 5- Way Clip ", prepared by Nu -Vue Industries, Inc., dated 05/29/00 with no revisions. The drawings shall bear the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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 hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 of 3 Nu -Vue Industries. Inc, ACCEPTANCE NO.: 00- 0327.03 JUN 2 9 20QO APPROVED EXPIRES o 05/22/2003 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 documentation, 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need 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 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division ' END OF THIS ACCEPTANCE 3 of 3 Top Plate Anchors. They are designed to anchor top and bottom wood plates to wood studs. Product Code Lumber Size Plate Gaup Dimensions A B NVTP4 2x4 20 3 - 5/8° 7.3/16°. NVTP6 2x6 20 5.5/8° 8" NVTPS 2x8 20 7 - 3/8" 8 - 3/16" NVTP4H 2x4 18 3 - 5/8" 7 -3/16° NyTP6H 2x6 18 5 - 5/8" 8° NVTPBH 2x8 18 7 - 3/8° 8 - 3/16" 1) Minimum Nail Penetration 10d *s 1 .776" & 1.572" Fastener 8d Uplift Lbs. Fastener 104 Uplift Lbs. 6 800 6 968 8 1067 8 1200 10 1200 10 1200 12 1200 12 1200 GENERAL NOTES: a) The approved products shall be made of galvanized steel conforming to ASTMA653 structural quality Grade 33 ( min. yield 33lasi) and aminimum coating of G90 according to ASTMA525. b) Allowable loads are based on National Design Specifications for wood constraotioa 1991 Edition & 1993 Errata. c) Design loads are for Southern Pine species with a specific gravity of 055. Allowable loads for other species or conditions shall be adjusted err mdivgly. d) Fasteners are common wire mils, lag screws =bolts forsicgle shear as showed and noted on the approval. e) All tests were conducted in accordance with ASTM D-1761. f) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no °therincrease is allowed. Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. Product Cade Strap Gauge Dimension H Fastener 10d' Uplift Lbs. Fastener 16d' Uplift Lba. Fastener 10dx 14 LI lbs. L2 Lbs. NVHTA 8 14 8° 8 1935 8 2028 6 1617 1943 NVHTA 10 14 10" 10 2133 10 2133 6 1617 1943 NVHTA 12 14 12" 12° 2133 12° 2133 6 1617 1943 NVHTA 14 14 14" 14° 2133 14° 2133 6 1617 1943 NVHTA 16 14 16" 18° 2133 18° 2133 6 1617 1943 NVHTA 18 14 18" 20° 2133 20° 2133 6 1617 1943 NVHTA 20 14 20" 22° 2133 22° 2133 6 1617 1943 NVHTA22 14 22" 24° 2133 24° 2133 6 1617 1943 1) Minimum embedment into concede 4 °. 2) ° number of fasteners can be reduced to 10 without lowering anchor capaeiiy. 3) 3 To =mbar of fastener inboth straps. 4) 4 Total number off stoner in seat. 5) Nails are necessary in straps and seat to achieve design loads. 6) See Note 1 under Flyaway Grip clip ( sheet 2) for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. AP'*0WD As IeWI.TIKO WITH THE SCUM WIOWA BUH0481 CODE PRODUCT cO$T*5. DIISION AC(0PlANCE 1w. ®O-( 2; } VA'INN. TOLAT, P.R. OIVII. (PL.REG.#12847 Nu -Vue 1053 -1059 Eaat29 Skeet 331deeb, Florida 33013 (305) 694-0397 Pac (305) 694 -0398 TRUSS AND TOP PLATE ANC03ORS DWG NU -1 Slmt 1of2 Data Deep Seat Truss Anchor. They are designed to resist lateral and uplift forces. The shap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT cif Truss Pmts required to ri trnnsPvr uplift to belle" drord. Product Code Strap Gauge Dimension H Fastener 10d' Uplift Lbs. Fastener 16d' Uplift Lbs. Fastener 10d x 1.14 Ll Lbs. L2 Lbs. NVSTA 8 14 8" 5 1221 5 1221 6 1671 1541 NVSTA 10 14 10" 6* 1221 6 1221 6 1671. 1541 NVSTA 12 14 12" 7* 1221 7 1221 6 1671 1541 NVSTA 14 14 14" 9* 1221 9 1221 6 1671 1541 NVSTA 16 14 16" 9* 1221 9 1221 6 1671 1541 NVSTA 18 14 18" 10* 1221 10 1221 6 1671 1541 NVSTA20 14 20" 11* 1221 11 1221 6 1671 1541 NVSTA22 14 22" 12* 1221 12 1221 6 1671 1541 1) Minimums embedment into concrete 4 ". 2) * number of fasteners can be reduced to 5 without lows in8 anchor capacity. 3) 3 Total number of fastener in strap. 4) 4 Total number of fastener in seat. 5) Nails are necessary in strap and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. • riiveway Grip Clip ( 520). They are designed from 18 gauge steel to secure rafter and trusses to wall studs or top plates and wall studs to sill plates. Product Description Fastener Allowable Loads Code Header Joist Uplift Ll L2 NVHC 37 S way Clip 16 - 8d or 12 - 8d or 710 560 730 16 -10d or 12 -10d or 16 -6d 12 -6d 1) Combined load of Uplift withLl or Uplift with L2 mist satisfy the following equation: Actual Uplift Actual Ll or L2 + <a=1.0 Allowable Uplift Allowable Ll or L2 2) For General Notes see Shoat 1. APPROVED AS COMPLYlNS WITH Tat SOUDA ELI Ot BUtl01NB CODS . - ygpp PRODUCT ac : •: DIVISION BUILDING WOE COMPLIANCE OFFICE ACCEPTANCE N0. "`_.._— 1 2 VII'PTN TOLAT, F 8 (CIVIL) FL. PIG. s 12847 L2 L1 Nu -Vue Indothow 1053 -1059 East 29Street Hialeah, Florida 33013 (305) 694 -0397 Fez (305) 6940398 TRUSS ANCSORS AND 5-WAY cup DWG NU -1 Sint: 2 of 2 Date: May 2,000 y Rovisi= PROLES # FOLIO # 30- CROWN OF ROAD ie 6_17 Ft NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Reai the Instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No: 3067 -0077 Expires December 31, 2005 t3L11LDtNf, OWNERS NAME `/icy age ✓ /t�`. /tom BUILDING STREET ADDRESS (4 06 Unit, _Swt • Flo. ORS (?ITT X NO CITY STATE P_ CODE PROPERTY DESCRIPTION (Lot and Vock Numbers, Tax Parcel )lutrbar, Legal Description, etc. BUILDING USE (e.g., Reskientle1„Non-refident al, Addition, Accessory, etc. Use a Comments area, if necessary.) LA it t UDE/LONGITUDE (OPTIONAL) HORZONTAL DATUM: ( #s - ##' - ##.##" or ##.####V) ❑ NAD 1927 0 NAD 1983 Forlrrsurarioa Company se: Policy Number Company NAIC Number SOURCE: [{ GPS (Type): ❑ USGS Quad Map 0 • SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Ell NRP COMMUNITY NAMES & COMMUNITY NUMBEF / . 82. Co JNTY E , / %7,i I ..5.4 2 es — /40t�! f%^r�l /� ✓l/i ��% 12RIi,e• STATE_ B3. STATE B4. MAP AND PANEL NUMBER aoacc D9'3 85. SUFFIX J E16. FIRM INDEX DATE 1?/, s. ,.+- 87. FIRM PANES EFFECTIVE /REVISED DATE ...g-e92-0i 88. FLOODZONE(S) ,r} 89. BASE FLOOD ELEVATIONS) (Zone AO, use depth of flood'mg) 8.© ' B1Q Indicate the source of the Ba.se_Pwd Elevation (EFE) data or base floe dept: i entered in 89. ❑ FIS Profile IRM ❑ Conn Determines ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in f t9 VD 1929 Q NAVD 1988 ❑ Other (Describe): B12. Is the buildng located in a Coastal Barrier Resour es System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes aNtr13esignaton Date S CTION C - BUILDING ELEV 4TION INFORMATION (SURVEY REQUIRED) C1. balding elevations are based on: ction Drawings* ❑ Buikling Under Construction* ❑ Finished Construction `A new Elevation Certificate will be required when xrnstniction of the budding is complete: Ca Building Diagram Number_ (Select the building dk gram most similar to the bui cling for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the buckling, provide a sketch or photos raph.) C3. Elevations - Zones Al A3t3, AE, AH, A (with BFE), VE, V1430, V (with BFE), , VI, ARIA, AR/AE, AR/A14130, AR/AH, AR/AO Complete Items C3. -a-i below according to the buiding diagram specified in Item C2. State the datum used. if the datum is different from the da % * the BFE in Section B, •• Divert the datum to that used for the BFE Show ield measurements and date rm conversion calculation. Use the space provided or the Co is area ' Section D or Section 0, as appropriate, to document the datum conversion. Conversion/Comments _ 26-A - Elevation reference mark used ''r Does the elr:vafton reference mark used appear on the FIRM? 0 Yes •(m) 0 a) Tap of bottom floor (inducing basement or a iclosure) 0 b) Top of next higher floor / ft(m) 0 c) Bottom of lowest horizontal structural member (V zones only) ft.(m) ❑ d) Attached garage (top of slab) ift (m) 0 e) Lowest elevation of machinery ardor equipment rvicing the budding (Describe in a Comments area) ft.(m) 1west adjacent (finished) grade (LAG) 74 9.7ft(m) Cog) iighest adjacent (finished) grade (HAG) f /421t(m) 0 h) .Vo. of permanent openings (flood vents) within 1 fL above adjacent grad) 0 0i) -otal area of all permanent openings (flood 'aNits) in C3.h 0 sq. in. (Eq. cm) SEC11ON D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This codification is to be signed and sealed by I land surveyor engineer, or architect authorized by law to certify elevation information. I red. y that the information in Sections A, B, and C on this certificate rec resents my best efforts to interpret the data available. 1 une- rstand that any false statement may be punfshab b fine or imprisonment under 18 U.S. Code, Section 1001. CEH IFIEH 5 NAMED l 1& ��•� LICENSE NUMBER . `it,�, "el 11TIE COMPAN'(NAME ve S/D DELTA SURVEY() S INC CITY MIAMI, 186 -532 DE Dge 0-3 (3-rae&142N}J":9 e,tryie FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: in these spaces, copy the corresponding information from Section A Forinsuran aCompany BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Po&y Number STATE ZiP CODE Company NC %miler SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of f his ElevationCeifdicate for (1) community official, (2) insurance agentkompany, and (3) building ormer•. COMMENTS 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and ZoneA (without BFE), complete Items El through E4. If the Elevation Certificate is intended as supporting information fora LOMAor LOMR -F, Section C must be completed. El. Building Diagram Number_(Select the buildng diagram most similar to the building for which this certifies is being completed - see pages 6 and 7. If no diagram rely represents the building, provide a sketch or photograph.) EZ The tap of the bottom floor (induding basement or enclosure) of the building is _fin) _in,(cm) 0 above or 0 below (ched( one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulking is _ ft.(m) __in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E L The top of the platform of machinery and/or equipment servidng the building is _ ft(m) _,irr.(cm) 0 above or 0 be (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO on If oo flood depth number is available, is the boot the bottom Icor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items Cah and C3.i ordy), and E for Zone A (without a FEMA- issued or comrnu . , issued BFE) or Zone AO must sign here The statements in Sections A, B, C, and E are corn;rt to the bast ofmyknowledge, PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME • ADDRESS STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's ffoodpisin management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the apptcabie item(s) and sign below. G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below,) G2. 0 A community official completed Section E fora building locate in Zone A (wrlhout a FEMA- issued or community- issued BFE) or Zone AO. 33.0 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER 35. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for 0 New Construction 0 Substantial Improvement G8. Elevation of as-built lowest floor (inducing basement) of the building is: G9. BFE or (in Zone AO) depth of faxing at the building site is: _ft(rn) __ _fldm) Datum: Datum LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TfTLE TELEPHONE DATE i�1('.haric harp if attaitrapnts PROCES FOLIO # 3U- CROWN OF ROAD /9 6? Ft NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE BUILDING OWNERS NAME Important: Read the Instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use: V /c7 Ufe. 009-,(1 ✓ 7-.7,1-8&9g BUILDING STREET ADDRESS (Including Apt. Uni S , fdg. \to�. R P.O. ROUTE AND BOX CITY l6 r76c5 G ,(jam'G.rl' PROPERTY DESCRIPTION (Lot and cck Numbers, Tax Pare{ umbar, Legal Description, eta. �c /00, /Pg- ige,'l 4kg "7 . 6? BUILDING USE (e.g., Residen6 Non -re ident al, Addition, Accessory, at Use a Comments area, if necessary.) 'F,...S�OCic9%7i7G LA it I UDE/LONGITUDE (OPTIONAL) HOR,ZONTAL DATUM: ( # - ## - # #. W1' or lit ### #tV) E) NAD1 927 E} NAD 1983 Policy Number I-Company NAIC Number SOURCE 0 GPS (Type)._. 0 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B t. NFIP COMMUNITY NAME b,l�MMUNI rse NUMBEF 182. CO JMY NAME /`a m f«. 4'04e —/a06✓cx-I A.--f/.4A,7- 10. 31 STATE_ PTGC,:efe /57 B4. MAP AND PANE!. NUMBER acres -c Gb73 B5. SUFFIX j- E8. FIRM INDEX DATE /1-/1:-__,- 87. RRM PANEL LI- -ECTNEREVISED DATE y -o2 -.. z 88. FLOOD ZONE(S) 89. BASE FLOOD ELEVATION(S) (Lone AO, usa depth of tang) 8.0 ' 810. Indicate the source of the Base Elevation (EFE) data or base flood dept i entered in 89. 0FISProfile IRM ❑Ccmmr ityDetermir.ec ❑ Other (Describe): B11. Indcate the elevation datum used for the BFE in E19: [ GVD 1929 ❑ N,WD 1988 ❑ Other (Describe): 812. Is the building located in a Coastal Barrier Resour:es System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes [ - 4%'CTesignation Date S CTION C - BUILDING ELEV 4TION INFORMATION (SURVEY REQUIRED) Q Construction Dra'Mn s' Buttdln Under Construction' Finished Construction C1. Building eleraflons are based on: g ❑ g [] 'Anew Elevation CertiEt ate anti be required when :otistnlction of the building is complete: C2. Building Diagram Number_ (Select the auildrg d gram most similar to the but d'ir g for which this cer fficate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photcc raph.) C3. Elevations —Zones A1 -A30, AE, AH, A NthE3FE), VE, V1 -V30, V(vith BFE, AR, AR/A, AR/AE, AR/A1:A30, AR/AH, AR/AO _ Complete Items C3: a-i be ow according to the butding diagram spediied in Item C2. State the datum used. If the datum is afferent from th dahart + for the BFE in Section B, •• convert the datum to that used for the BFE. Show ietd measurements and datr en conversion calculation. Use the space provided or the 0, as appro,'ate, to document the datum conversion. Daturn�:��1 Conversion /Comments Devatian reference mark used * Dees the elevation reference mark used appear on the FIRM? ❑ Yes [tea WO, T (m) - — 2G -.�• O a) Top of bottom floor (including basement or a Zctosure) O b) Top of next higher floor .b' ft(m) D c) Bottom of lowest horizontal structural mernbur (V zones only) ft.(rn) ift.(m) ft(m) f / S' tt.(ni) /Lit.(m) O t) 1I0. of permanent operir.gs (Rood vents) r,itl,in 1 ft. above ac acent grade: 7 O r, "otat area of all permanent openings (flood ants) in C3.h 0 sq. in. (s q. cm) U d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery ard/orequiprnent rvicing the building (Describe in a Cdxnrnunts area) �I west adjacent (finished) grade (LAG) Pi) lightest adjacent (finished) grade (HAG) 01 N do nr c z g en c d of Section ID or Section SEC11ON D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Ttis ^ :rtification is to be signed and sealed by i land surveyor engineer, or architect authorized by law to certify elevation infarmation. 1 car `, that the information in Sections A, B, and C on this certificate rec resents my best efforts to interpret the data available. l tax :Wand that any false statement may be pinishab by fire or impn sonment under 18 U.S. Code, Section 1001. CFR FIEER'S NAME �; �% .--" LICENSE NUMBER TITLE. ACC ?ESS SIYIA COMPANY NAME DELTA SURVEY() S INC CITY MIAMI, ' 186 -532 DE DATE TELEPHONE 6e26 -03 C-36%25-- FEMA Form 81 -31, January 2003 - See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A BUiLDfNG STREET ADDRESS (tndurmg Apt. Unit Suite. andlor 2tdg. No.) OR P.O. ROUTE AND BOX NO. STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Fcr Insurance ConpanyUse: Pdxy Nun ter Company NAIC Number Copy both skies of this Elevation Ce tifrcate fcr (1) community official, (2) insurance agent/company, and (3) buildng owner. COMMENTS Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Z o n e A O a n d Z o n e A ( w i t h o u t BFE), c o m p e t e Items E1 through E 4 . if the Elevation Certificate is intended for use as supporting info cn fora LOMA or LOMR -F, Sectcn C must be completed El. Budding Diagram Number _(Select the buildng diagram most sirrdlar to the budding for this certificate is being completed - see pages 5 and 7. If no diagram accurately represents the budding, provide a sketch or photograph.) E2. The top of the bottom floor (inducting basement or enclosure) of the building is _ fL(m) _in.(cm) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Budding Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulldog is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. Tne top of the platform of machinery andtor equipment servidng the building is ft.(m)__in.(cm) ❑ above or ❑ below (check one) the highest adfacent fade. (Use natural grade, if evadable). E5. For Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's flocdplain management ordinance? 0 Yes ❑ No 0 Unknown. The loc al official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or corra .4.-.. , issued BFE) or Zone AO must sign here. he statements in S cfrons A, B, 0, and E are coned to the best ofmykno 1edga. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME • ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION S - COMMUNITY INFORMATION (OPTIONAL) The kcal offict who is authorized by taw or ordinance to administer the community's tfoodplain management ordnance can oxmplete Sec cns A, B, C or E}, and G of this Elevation Cent +irate. Cor,l fete the applicable items) and sign beir_+.v. G1. 0 The information in Section C vas taken from other dccurnentation that has been signed at a nbossed by a licensed surveyor, engineer, or architect who is authorized by state cc local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below ) G2. 0 A community calk :1J completed Section E for a budding located in Zone A (without a FEMA- issued or conimunk~y;ssued BFE) or Zone AO. G3. 0 The following information (Items G4-G9) is provided for community ftcodplain management pdxposes. FG4. PERMIT NUMBER r. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF GOP+'PLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. 0 New Construction ❑ Substantial Improvement G8. Elevation of as-buit Icwest Bccr (including basement) cf the building is: G9 BFE cr (in Zone AO) depth cf f, ding at the Wilding, site is: _. _ft.(m) Datum: — — ft.(m) , Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS l� f'.hpek harp if attarhmpntS PROCES # FOLIO # 30- CROWN OF ROAD I rp Ft NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE BUILDING OWNER'S NAME Important Real the Instructions on paw 1.7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 Eiir nawai'sos Company Use:_. Policy Number BUILDING STREET ADDRESS (Inducting Apt_ Unit, Suite, and/or Bldg. ;'Jo.) OR P.O. ROUTE AND BOX NO. Comparr_IVAIC NLnben CITY STATE PROPERTY DESCRIPTION (Lot and {oak Numbers, Tax Parcel blumbrar, Legal Description, etc. BUILDING USE (e.g, Non -r aeroent al, AddWon, Accessory, etc. Use a Comments area, if necessary.) et SWelit917.46 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: #° - ##' - ##.##" or #tk.#### #°) 0 NAD 1927 0 NAD 1983 ZIP CODE SOURCE: ❑ GPS (Type): p USGS Quad Map Q Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFP COMMUNITY NAME& CONHMUNflY NUMBED B2. C0 JNTYE {� /'� ✓! /r� � Lr/Qif Eli. STATE BA. MAP AND PANEL B7. RPM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX EE.•FIRM INDEX DATE IEFFECT1VEIREVISE D DATE B8. FLOODZONE S) (Zane AO, use dean oflooc ng) /2eZ604773 `/- i /7:. 5 —a2 -01 ,41 8.© 610. fndcata the source of the Base�od Elevation (E�FE) data abase flood t entered in 69. 0 RS Prof [ 1 M Q Determine( 0 Other (Describe): B1i. lndcatethe elevation datum used for the BFE E19 VD 1929 Q NAND 1 ! :S © Other(Desctibe}: 3121s the buldng located in a Coastal Barrier Resoures System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes EiNcrbesignaaon Date SECTION C - BUILDING ELEV4TION INFORMATION (SURVEY REQUIRED) C1 ' lduxl elevations are based on: Q Construction iii Q BuikMg Under Construction* . . 0 Finished Construction *Anew Elevation Certificate w2be witted when la lionof the buidng k +complete. - : - C2.- Bilking Diagram Number (Select the balding &gram most simflartothe but c gforwhich this certificate Is being completed -see pages 6_ and -7..If no diagram accurately represents the bulling, provide a sketch orphotocraph.) C 3 . Bevafrons -Zones Al -A30, AE, A f f , A ( w i t h B F E ) , VE, V 1 - V 3 0 , V(w th BFE), AR, AR/A, AR/AE, AR/A14130, ARIAH, AR/AO Complete Items C 3. -a-i below according to the buidflng dagram specified in Item 02. State the datum used. 0 the datum is dferent from the datum convect the datum to that used for the BFE Show leld measurements and datum conversion calculation. Use the space provided or the Comments Section on D or Section Q a s ap•, a:, todocument t ec11um conversion. ,.:,1 r: ,/ 'Pr l' 4 - 26 -26-04'. E ovation reference marls used 4e Does the elnvatio n reference mark used appear on FIRM? Q Yes ©-t6 O a) Top bottom floor inciudingbasement or ft.(m) m O b) Top of next higher floor .(m) b O c) Bottum of lowest horizontal structural membcrr(V zones oily) ft.(m) i A' 0 e) Lowest O d) Attached garage (top of slab) f (m) lvaflonofmadlinen rand/orequipr cart , the turicing (Describe in a Comments area) . _„ft.(rn) ii _„Lowest adjacent {flnlshed)9raae(I G) 7 � 9''zi tL(m) erg) -fl9F� adjacent (finished) grade (HAG) 7'c _ it(m} (/ • O h) ado. of permanent openings (flood ) w ithin 1 ft above act,icent grad,(O m O 1t Total area ot all permanent openings (flood touts) in CU o sq. in. tic'. cm) for the BFE in Section B, SEC110N D- SURVEYOR, ENGINEER, OR ARCHITECT„ CERTIFICATION This certification is to be signed and sealed by 3 land surveyor, engineer, or architect authorized by law to certify elevation. information. I co* that the information In Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punish abJ by fine or impnsonment under 18 U.S. Code, Section 1001. CERT TIERS NAMED i , LICENSE NUMBER i�[>. .. .a S INC trOMPAIdY NAME ,eve Dom! DELTA SURVEY() A[DRESS — CITY DI ,86- ©J (3e25.--8.1:9 - FE . Form 81-3i, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Induding Apt, Unit Sure, andlorBk . Na) OR P.O. ROUTE AND BOX NO. For Insur ence Company Use: Poicy Nub STATE Zip CODE Company NAIC. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTFICATION (CONTINUED) Copy both sides of this Bev-akin Certikatefor(1) coma urvtyofficial, (2) insuranceagent /company, and (3) bteldngowner. COMMENTS 0 Check here if attachments • SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO arid Zone A (w rtBEE), complete Items E1 through E4. if the Etevason Certificate is intencted for use as supporting information for a LAMA orLOMR -F, Sect C must be completed Et Bing Diagram Number _(Select the bufldng dayrarr most similar to the building for which this certificate is being completed — see pages 6 and 7. If rto diagram acaaately rerttsthe burg, provide a sketch or photograph.) E2. The tpof the botkri ffoor (inducting basement or enclosure) of the bullring is _it(m) k an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). " E3. F o r B u 4 d i n g Diagrams 6 -8wdh openings (see p a g e 7), the n o d higher floor of elevated floor (etevat on b) of the building is _.ft(m) in.(cm) above the highestadjaoent grade. Complete kernsC3.h and C3.1 on front of form :.. E4• The oZrofthe plaffamofmachinery andtor�servi dng the _fi(m)_In.(an) 0 above or ❑ below (ch kone)the highest ntgrade. (Use natural grade, if wobble). E5. For Zone AO on If no Hood depth number is available, is the top of the bottom floor elevated in accordance with the community's fiocdplan management prance? Q Yes ❑ No D Wow. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION The properly owner or authorized representative vino oom tee Sections A, B, C(Yens C3h and C3.i only), and E for Zone A (without a FEMA- issued orcorivnurn:, issued BFE)or Zone AO must sign here The statements BattonAB, C, and Eare cared to the best day knowledge PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 0 Check here if attadtments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community'stioodplain management ordnance can canpiele SectonsA, B, C (or E), and Of this Elevation Certificate. Complete the applrcable item(s) and sign below. G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a kcensed surveyor, engineer, or architect Who is authorized by state or local law to certify elevation information. (incloab the spruce and date of the elevation data in the Comments area below) 02 0 A nityoffidai completed Section E for a bulking !mated in ZoneA &Acta a FEMA-issued or c onnirnunity4ssued BFE) or Zone AO. G3.0 The folding informaon (Items G4-G9) Is provided for amtmunitytioodplain management ptuposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COM UANCE/OCCUPANCY ISSUED G7. This permit has been issued fa: 0 New Construction 0 Substantial Improvement G8. Elevation ofas uilt lowest flea(hiducting basement) of the building is: it(m) Datum: G 9 . B F E or Z o n e A O ) d e p t h o f teen at t a b u # d 1 n g a l e is:.._ _._ft.(m) Datum`. LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2003 -1148 Date: 6/1/05 Certificate of Occupancy The following address is issued a Certificate of Occupancy Address: 10255 Biscayne Blvd. City Miami Shores State Florida Zip 33138 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: (Rev. 5/7/03) '1 March 5, 2003 Aaron Structural Builders, Inc. Mr. Victor C. Schelde 655 NW 100' Street Miami, FL 33150 RE: Subsurface Investigation Proposed Single Family Residence Lot 7, Block 175 of "Miami Shores Section 8 Revised" Plat Book 43, Page 67 Miami Shores, FL 5450 Griffin Road Davie, FL 33314 Tel: 954-584-6115 & 584-6815 Fax 954-584-2862 E-mail: soilprobe@soilmobe.net In accordance with your request and authorization, Soilprobe Engineering & Testing, Inc. has completed subsurface exploration and geotechnical studies at the above referenced project site. We explored the general subsurface conditions in order to evaluate their suitability for supporting the anticipated construction, and to provide recommendations for site preparation and foundation design. 0tfr work included standard penetration test (SPT) borings and engineering analyses. This report describes our explorations and tests, reports their fin. s Is, and presents our recommendations developed from the investigation. Our report has been prepared specifically for this project. It is intended for the exclusive use of Aaron Structural Builders, Inc., their representatives and/or assigns. Our work has used methods and procedures consistent with local foundation engineering practices. No other warranty, expressed or implied, is made. We do not guarantee project performance in any respect, only that our work meets normal standards of professional care. We understand that a two-story single-family residence including swimming pool is planned on the existing vacant property. For the purpose of our evaluation we have assumed that the structure will consist of conventional poured in place concrete and concrete masonry unit (CMU). The bearing walls will be supported by shallow, spread footings designed for an allowable soil bearing capacity of 2,500 PSF. The geotechnical recommendations presented in this report are based on the available project information, proposed building locations and the assumed data described in this report. If any of the noted information is incorrect, please inform this office, so that we may amend the recommendations presented in this report as appropriate. The subsurface conditions at the site were explored with three (3), engineering borings advanced to a depth of fourteen (14) feet below the existing ground surface. Samples of the in place materials were recovered at frequent intervals with a standard 24 inches split barrel sampler driven into the ground with A 140-pound hammer fallitv 30 inches. Engineerh the e, e a. • • ie.** ... e • • • of srience al ec Aaron Structural Builders, Inc. Proposed Single Family Residence Lot 7, Block 175 of "Miami Shores Section 8 Revised" Plat Book 43, Page 67 March 5, 2003 Page 2 of 4 This work was performed on February 27, 2003 in accordance with the procedures recommended in ASTM Method D-1586. Detailed subsurface conditions encountered at the locations and depths explored are presented in the attached logs. Our drillers examined the soil recovered from the SPT sampler and maintained a log for each boring. Soil samples were inspected and classified using nomenclature consistent with the Unified Soil Classification System (USCS). The soil classifications and other pertinent data obtained from our explorations and tests are reported on the attached boring logs. The attached boring logs present a detailed description of the soils encountered at the locations and the explored depths. The soil stratification, shown on the boring logs, is based on examination of recovered soil samples and drillers interpretation in the field. It indicates only the approximate boundaries between soil types. The actual transitions between the adjacent soil strata may be gradual and indistinct. Generally, the tests revealed that the soil consisted of a surfacing layer of topsoil, approximately six inches thick, underlain to a depth that varies from 4.50 to about 6.00 feet of the explored depths by layered silica sand. Below sand layers and extending to the end of exploration depths, the soil consisted of sandy sandstone and limestone. The water table measured at the time of test was found at an approximately depth of 6.25 feet below prevailing grade. Fluctuations in groundwater level should be anticipated throughout the year due to seasonal variations in rainfall, drainage and other factors. The groundwater level measured at the time of test is not intended to define a limit or ensure that future seasonal fluctuations in groundwater levels will not vary from this level. We recommend that the Contractor determine the actual water table at the time of the construction to determine groundwater impact on his construction procedures. Proposed Residence: Based on our observations, results of borings, and evaluation of the existing soil conditions, it is our opinion that the soil at the site is generally suitable to support the proposed structure on conventional shallow low, :lions. However, densification of the loose subsoils is required; if they are to support the shallow foundations, in order to avoid excessive settlements, which may be detrimental to the structures. The following site preparation procedures are recommended prior to the installation of foundations: 1. Clear and grub the proposed building area plus a perimeter of minimuun five feet outside the foundation limits removing any vegetation, trees, and topsoil and any existing improvements. The thickness of the surfacing layer to be removed is expected to be approximately 6 inches. Aaron Structural Builders, Inc. Proposed Single Family Residence Lot 7, Block 175 of "Miami Shores Section 8 Revised" Plat Book 43, Page 67 March 5, 2003 Page 3 of 4 2. Level and compact the building area with a small vibratory roller (4 tons), such as Dynapac CA 121 or equivalent in order to achieve a minimum density of 95% of maximum dry density as determined by ASTM Method D -1557. During co reaction operation the sand hall have moisture content close to the optimum of approximately 12 %. Field density tests shall verify the compaction effort prior placing any additional fill. 3. Bring the building pad area to the design grades, using clean imported fill material, consisting of clean sand or sand rock mixture, free of organic and other deleterious materials and containing not more than eight percent passing the No. 200 sieve and having rocks not larger than 3 inches, by placing the soil in layers not exceeding 12 inches in loose thickness. Compact each layer to a minimum 95% of maximum dry density, prior placing the next lift of fill. 11 It is our opinion that the building pad installed as specified above will provide an allowable bearing capacity of 2,500 PSF. All compaction effort shall be monitored and tested by a representative of this office to insure compliance with these recommendations if is desired that this office to certify the pad bearing capacity. Proposed Swimming Pool: Based on our observations, results of boring tests, and evaluation of the existing soil conditions, it is our opinion that the soil at the site is suitable to . support the proposed standard swimming pool structure. We further certify that the soil will provide an allowable soil bearing capacity at the bottom of pool area of minimum 2,000 PSF. Removing the topsoil, grass, and organic material before placing concrete pool deck shall clear the existing area, which is to support the proposed concrete pool deck. Any additional fill required to achieve the design grade shall be placed in lifts not exceeding 8 inches in loose thickness and compacted to a minimum 95 %of maximum dry density. The fill shall be moisten as necessary to maintain the water content during compaction operation close to the optimum moisture of about 12 %. Further, we recommend a deck area consisting of concrete pavers on sand, wood or other materials, which can better tolerate any total and differential settlement and require lower maintenance costs. Until provisions for permanent support have been made, all excavations shall be properly guarded and protected so as to prevent them from becoming dangerous to life and property and shall be sheet piled, braced and/or shored, where necessary, to prevent the adjoining earth from caving in; such protection to be provided by the person causing the excavation to be made. All excavation shall co imly with the minimum requirements of Florida Statute 553.60, "Trench Safety Act" and 29- 1926 -650, .Su P "Occupational Safety and Health Administration Excavation Safety Act ". Aaron Structural Builders, Inc. Proposed Single Family Residence Lot 7, Block 175 of "Miami Shores Section 8 Revised" Plat Book 43, Page 67 March 5, 2003 Page 4 of 4 No excavation, for any purpose, shall extend within 1' -0" of the angle of repose of any soil bearing footings or foundations unless such footings or foundation is first properly underpinned or protected against settlement. These regulations are being strictly enforced and adhered, and the contractor shall closely monitor to avoid possible liabilities and substantial penalties. In all cases were vibrato - compaction is utilized, care must be taken to prevent damages to the nearby structures. Monitor the adjacent structures for induced vibrations and adjust the compacting operation as needed to prevent any damages to these buildings. Any modification to the above - recommended procedures should be approved by Soilprobe Engineering &Testing, Inc. Further, in order to verify compliance with these specifications and document construction procedures used and actual conditions encountered we suggest that Soilprobe Engineering & Testing, Inc. be retained to test the compacting effort on this project. This office does not accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the foundation if not engaged to provide construction observation, testing and certification for this project. Due to the fact that soils are generally, naturally deposited materials under variable conditions, it must be understood that major subsurface discontinuity may occur within short distances. It is unlikely that the tests used for this investigation revealed all subsurface conditions. Our office does not warrant or imply that the data collected on our log of borings are indicative of the subsurface features, except the locations where borings were taken. If unusual or variant conditions are found during construction, please notify this office for further evaluation and recommendation. Should you have any question regarding the above, or if you required additional information, please contact this office. Sinc ILPROIJE ENG 1' ERING & TESTING, INC. PAUL ANA, PE. X37 4 - Eno. Log of Borings cc: Client (3) LOG OF BORING JOB #: 30251 Sheet: 1of1 CLIENT: AARON STRUCTURAL BUILDERS Boring: 1 Date: Date started: 03/05/03 02/27/03 PROJECT: LOCATION: Lot 7, Block 175 of Rev Plat of Miami Shores (43- 67),Miami Shores NW area of the 3roposed SFR Date completed 02/27/03 Driller (s): P.PJR.C. 0) w t driN AA Ino z as i ij DESCRIPTION: Soil type, color, texture, and consistency. Notes on drilling conditions. 0.00 4 1.00 7 4 2.00 4 11 18 5 3.00 2 3 4.00 2 20 3 5.00 5 3 6.00 3 8 20 5 7.00 5 3 8.00 3 8 22 5 9.00 5 10.00 6 22 5 11.00 6 12.00 6 12 24 6 13.00 6 6 14.00 7 12 24 W-0" 1' -6" Gray sand with some rock. 1' -0" Dark gray sand with pieces of roots. IIIMImeame 1' -0" Tan sand. 1' -0" Pale tan sand. 9' -6" Pale tan sand with soft porous sandstone. END OF THE t EST I4' -0" 15.00 16.00 17.00 18.00 19.00 20.00 TYPE of SAMPLE: Cohesionless Density: Cohesive Consistency: D — disturbed (2) — Penetrometer 0-10 Loose 0-4 Soft U.L. - Undist. Liner 10-30 Medium 4-8 Medium Stiff S.T. — Shelby tube 30-50 Dense 8 -15 Stiff S.S. — Sample Spoon 50+ Very dense 15-30 Very Stiff R.C. — Rock Core 30+ Hard 140 Lb. WT. Hammer x 30" fall on 2" sampler LOG OF BORING JOB #: 30251 Sheet: 1of1 CLIENT: AARON STRUCTURAL BUILDERS Boring 2 Date: Date started: 03/05/03 02/27/03 PROJECT: LOCATION: Lot 7, Block 175 of Rev Plat of Miami Shores (43- 67),Miami Shores Approximately center of the proposed SFR Date completed: Driller (s): 02/27/03 P.PJRC. z a a 2 DESCRIPTION: Soil type, color, texture, and consistency. Notes on drilling conditions. 0.00 1.00 4 7 5 2.00 5 12 18 3 3.00 2 4.00 1 3 20 2 5.00 1 2 6.00 5 3 20 5 7.00 6 3 8.00 5 9 22 5 9.00 4 10.00 6 10 22 6 11.00 6 5 12.00 6 11 24 6 13.00 5 5 14.00 6 10 24 6" 6" Topsoil. Tan sand. 2' -6" Tan grayish sand with some rock. 2' -0" 6" Tan grayish sand. Pale tan limesand. 8' -0" Pale tan sand with soft porous sandstone. END OF THE -TEST 14' ' 15.00 16.00 17.00 18.00 19.00 20.00 TYPE of SAMPLE: Cohesionless Density: Cohesive Consistency: D — disturbed (2) — Penetrometer 0-10 Loose 0-4 Solt U.L. - Undist. Liner 10-30 Medium 4-8 Medium Stiff S.T. — Shelby tube 30-50 Dense 8-15 Stiff S.S. — Sample Spoon 50+ Very dense 15 -30 Very Stiff R.C. — Rock Core 30+ Hard 140 Lb. WT. Hammer x 30" fall on 2" sampler LOG OF BORING, JOB #: 30251 Sheet: loft Boring: 3 Date: 03/05/03 CLIENT: AARON STRUCTURAL BUILDERS Date started: 02/27/03 PROJECT: Lot 7, Block 175 of Rev Plat of Miami Shores (43- 67),Miami Shores Date completed: 02127/03 LOCATION: SE area of the proposed SFR Driller (s): P.PJR.C. Valse ria 4:3 z1 DESCRIPTION: Soil type, color, texture, and consistency. Notes on drilling conditions. 0.00 4 1.00 5 4 2.00 5 9 16 4 3.00 3 3 4.00 3 6 19 3 5.00 4 3 0.00 4 7 20 6 7.00 6 4 8.00 5 10 22 5 9.00 10.00 6 12 22 6 11.00 6 5 12.00 6 11 24 6 13.00 7 6 14.00 13 24 0, -0" 6" 12" 2' -6" 1' -6" Topsoil. Gray sand with some rock. Tan grayish sand with traces of rock. Pale tan sand. 8' -6" 15.00 16.00 17.00 18.00 19.00 20.00 Pale tan sand with soft porous sandstone. END OF TIIE TEST 14' -O" TYPE of SAMPLE: '' Cohesionless Density: Cohesive Consistency: 140 Lb. WT. Hammer x 30" fall on 2" sampler D — disturbed (2)— Penetrometer 0-10 Loose 0-4 Soft U.L.- Undist. Liner 10-30 Medium 4-8 Medium Stiff S.T. — Shelby tube 30-50 Dense 8 -15 Stiff S.S. — Sample Spoon 50+ Very dense 15-30 Very Stiff RC. — Rock Core 30+ Hard SOILPROBE ENGINEERING & TESTING, INC. STUDIES, DESIGN, DEFECTION, AND TESTING MACES tit Road. Davie, FL SM14 Phom.1 1 ! ) 584-8115 Fat 4) APPENDIX SUBSURFACE EXPLORATION INFORMATION Our borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no information about subsurface conditions below the bottom of the boreholes. At locations not explored, subsurface conditions that differ from those observed in the borings may exist and should be anticipated. The groundwater depth shown on our boring logs is the water level the driller(s) observed in the bordhole when it was drilled. These water Levels may have been influenced by the drilling procedures. An accurate determination of groundwater level requires long -term observation of suitable monitoring wells. The absence of a groundwater level on certain logs indicates that no groundwater d:i : is available. It does not mean that no groundwater will be encountered at that boring location. Standard Penetration Test Borings The Standard Penetration Test (SPT) is a widely accepted method of testing foundation in place. The N -value obtained from the test has been correlated empirically with various soil properties. These empirical correlations allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests are usually performed in the boreholes at intervals of five feet. In addition, our Firm performs tests continuously in the interval directly below the expected foundation - bearing grade where the soil will be most highly stressed. Boreholes where SPT will be performed are drilled with a truck mounted SIMCO 2800 drill -rig, The boreholes are advanced botary drilling with a winged bit that makes a hole about seven inches in diameter. After the borehole has been a anced to the depth where a SPT will be performed, the soil sampler used to run the test is attached the end of drill rods and lowered to the bottom of the borehole. The testing procedure used conforms closely to the methods recommended in ASTM D -1586. The sampler has a split - barrel 24 inches long and an outside diameter of 2.0 inches. It is driven into the ground below the bottom of the borehole using a hammer that weights 140 pounds and falls freely 30 inches. The driller records the number of hammer blows needed to advance the sampler the second and third six- inches increments. The total number of blows required tom advance the sampler the second and the third six- inches increments constitutes the test results; that is N -Value at the depth. The test is completed after the sampler has been driven not more than 24 inches or when refusal is encountered, whichever occurs first. Refusal occurs when 100 hammer blows advance the sampler six inches or less. After the test is completed, the sampler is removed from the borehole and opened. The driller examines and classifies the soil recovered by the sampler. He places representative soil specimen from each test in closed jars or plastic bags and takes them to our laboratory. In the laboratory, additional evaluations and tests are performed, if needed. Jar samples are retained in our laboratory for thirty days, then discarded unless our clients request oth erwise. Hand Auger Borings Hand auger borings are used if soil conditions are favorable, when the soil strata are to be determined within a shallow (approximately 6 feet) depth, or when access is not available for our truck- mounted nor portable mounted drill -rigs. A three inches diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground. The bucket auger is retrieved at approximately six inches increments and its content emptied for inspection. Sometimes posthole diggers are used, especially in the upper three feet or so. The soil samples obtained are described tack representative -samples put in jars or plastic bags and transported to the laboratory for further classification and t, if necessary. \\SERVER\MY DOCUIV6ITS\Soil•proit s Folder\ APPENDIX Standard Penetration Test.doc JOB ADDRESS APPLICANT ,c fie (D- CRITIQUE SHEET Ql5 c/! -Yi'e do el PHONE° APPLICATION ► V �W NO L . SHEET MISCELLANEOUS PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELEOTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sub}ect to compllancs w(th eft Federal. State Coutity.VUiage rotes tad regulations. Wage assume no responsibility for accuracy oflor results fro{ these rAans. 2. This copy of plans mast be evaltabia c building site at no inspection will be conclude, DATE i0JVING COMMENTS G% 3/c aj 6 eV This/ Ce7e T/ic--f (S1 6/'C 5 ek4'D) ef.-62 w ire eW - F,, tat i 710e 5 Ted f/' t &tt "cot. ' LL%Rd-ei"' INITIALS t /b/ (e 6,1—re - L V'M ,1'D ,€-c olt -P A • C. v e Ari" t 11: (� rta.sse;r `odf (� 1— c: C.to5e 1' ` p'eke+- c oot5 Dec.' 6/(40 t+er c(oSof- .t r"oo w. e6 wcte -r r000- Acti t.ovik 01 - il+-600,‘ CRITIQUE SHEET JOB ADDRESS 1 D'2: 53- t t5 c yove duo. APPLICANT 5C ffE !Pe- IU G--.) loo Lt se" PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE .BUILDING t ZONING DEPARTMENT' SECTION ZONING ELECTRICAL • MECHANICAL PLUMBING FIRE BY DATE PUBUC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sub3ect to compliance with eit Federal. Matt Coo nl .pal tot torn c Village assume these plans. 2. This copy of plans must ba auattabta c biding site at as Inspection *tit be conducts DATE MATING ' COMMENTS INITIALS 3/0 3 t4 EE ev rTiot/ ce 77-,'(4)49' r--& (51 G wc 1 5 Gfn) ,c' "Q cc - F i. Lova C� 71 D e 5 e---reAck pg e' tip ? ,j.o 6c- /JOOc_ J.7.5 1 cost.-e' rJ ellc ` �-a le„e -eo `'41 A• c, ID M as$e4 b 4:+IA t i/ la * r. oo wti � t, (ce�- oo rs � tp(ao <"J H-5 Ckt5e4 e ,� c (aiuD (4-et e(0 5c f- ne tdc:e -r r o 0'4' f e j ,t.ovA. o 1 l-kf oo wk BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795 -2204 FAX 1305) 758.8972 RECEIPT contractor/owner, picked up 2 sets of plans for the Building and Zoning Depari ut-ori (loth) to have corrections done to plans and/or get county sumps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature DATE q/-16. CRITIQUE SHEET COMMENTS uNmALS �z 6'7' /kyv c. r 1 F/ E- PO)$eJ Goy Je�� - i10± 6 � 4/4-7-6\4.. cri4ccoYe FeA re-1c((rcc('. • POOL REQUIREMENTS: SELF - CLOSING/ SELF LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUS 1 K FLACE WITH A 4' FENCE ON OWNER'S PROPERTY . 5- { Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: P 03-.'-; /11t83 *job •Name ' BUILDING CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. I3P 03-- // Job Name ' BUILDING CRITIQUE SHEET Miami Shores Village v/p Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 03-l/IM Job Name BUILDING CRITIQUE SHEET e -1-1.1./e5 .7- al ) /rAtiAi-jc Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. .13p 03 -/lye Job•Name BUILDING CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. t3P I 1-1 Job Name STRUCTURAL CRITIQUE SHEET / �® /- 5 4414, delo7-11 ,97 7L-64/.15 e9/L) lAtivdir s z4 Q) // io Ce11,54tCA01---t; 4/14<#9/1, ty ,101-11 littid 000 4e-Pite F 1 tet'd zee J s Craf' rovrect 1048 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 03- l! 4t Job Name IVEw J M '?' ` °I7/a3 STRUCTURAL CRITIQUE SHEET e C55 L✓al! (FA. e -/) — ce?'yi ci re /e cap / have 2.-41:5- e411.1=. �7 44 14 is the spa c /;41 ore lke '' * V'erii cad in Ailed eell 7 feel/M's 47- /6 x16 Heti. 6.01. rre�tl bd 24 x 24"x tea" 'win. & ig 3 #5 ea •way. er4ia.l reil4,ar- iel /M e01 )10 be 414 w f 3 lies 12". Ra k e a we /441 bay/ beau �, Ccap) h 6e ce o f. Mtn( f . Motsa4r7 wit! /repaires Jiorsjoi.fal reinArclity or,14 4i/en/tale ),i1S-.s (/d "c c.) ta 4 ' or & 4 ex/ended 4" in lb cols. 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:, (305) 756.8972 Permit No.. ' (37 /T P/111‘ Job Name ril-ter-ae STRUCTURAL CRITIQUE SHEET ivy" ,�;� � .1* /9"/ 9-11-641,15 107 A , mow f' _ ill IA 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. G 3 - // 4t Job Name A /Gv S.F2 h' /0./7 /03 STRUCTURAL CRITIQUE SHEET 1,11: C55 Wadi Caere /e Co , / i4u/!e 2.415 Cma'. /(414,- /s /he spat rn j ore Me. 1* Verrl-ie.al z6lGed eel/7 3 PooliU,p , g a- lG H fo 6a,/ be Z4 je Z4 Icy" rn/A?, Q K tviVA 3 #s • way. VerLi4.1 r eii4 rc ice, /.1 co! /o be 4 di6 u'% 41'3 lies 0 12 ". Rake a w o /-r /11,411 b be0,44 (ca,") fa he c t Hint c.d. ✓ ) MAie4ry sad /rape✓ -es /fore,o'4.4l TTiJ rcaiv 41/eel/tale )®ie4h ( /d "o•c) "'De-welt/41P' or i°tz.4.44 ex /ended 4" i1 iel cols 4 a .I GATE CRITIQUE SHEET CAMMEN7 S zci' -ri ry c. .11FIc4rE INITIALS ro 4foo- e �.�.- • ito± 6i. ekti ro - "it4c... e 6O ' Fe1.1Ce. (-eoffc.freC( POOL REQUIREMENTS: SELF CLOSINC/ SELF L-ACKINC GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NUN- ULiMBAbLE IF NEIGHBORS REMOVE FENCE/ WALL, vwNER Mu51 KhtLAUt WITH A 4' FENCE ON OWNERS PROPER! r . T %v cc 1/414t '1' ; .. r X10 .9m0 0 /T T 3WI1 39tid 3Wd 3000 14101 X21�X1 321015 1 T8T NtlZ * * * * *fl 9LV9V92.90£6 N0I1d001 =30tid 2102213 XJ. 9:1T 9'80 088 3WI1 '0N 3QOW 121d1S 31I d —: — =NQWI1 ZL6895290£: X43 dJtj'I 1I11- S3210HS- I Wd I W :0I 9:11 80, 9&'80 31111 1N I21d * ** 1210d321 NOISSIWSN0Q11 * ** • V77,2W3,-//2 To: Mr. CURTIS Miami Shores Village, Bldg Dot Front Fit Victor C Schelde (305) 794 5506 Fax Date: Friday, February 06,2004 Phone Pages: ( J (including cover) Re 10255 Biscayne SW. Permit # BP-1 148 CC Ft Urgent M For Review RI Please Comment CI Please Reply 13 Please Recyde Ifyou do not receive the tolal number of pages as stated above, please contact our office imrpediately. Ic.CIMMEM. PERMIT #8P4148 Project Address: - I0255Biscayne-RIIK/ 'sorted the Tags Engineering pages as you requestedfor inspectionActe_alsolncludedthe rhissing_pages. You're receiving (1) set of Engineering sorted as shown on plan for Inspection and one copy in page number order. Thank you in advance, Victor C Schelde A4144444 c-ClecaTtllar BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE_, MIAMI SHORES, FLORIDA •33138-2382 TELEPHONE (30.5)'795 -2204 FAX (305). 756 -8972 RECEIPT l I, 4 €0)01X- contractor/owner, picked up 2 sets of plans for (mss) /a5, ,4.2 from the Building and Zoning Department on (date) i 'odF to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signatmo Miami Shores Village Building Department . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Te1q305) 795.2204 Fax: (305) 756.8972 peniihNo: 63.q)94. JobVathe . BUILDING CRITIQUE SHEET Tr 55 Avem,--emeiA/c, Best Truss Company 7035 SW 44 ST Miami FL $3155 Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: To: Truss List AARON BLDR. & DEV. 655 NW 100 ST. • Job MIAMI, FL. Page: 1 of 1 Date: 11/24/03 Project 3K10 Deliver To: Account No: 10255 BISCAYNE BLVD. Designer: btc MIAMI SHORES,FL. Salesperson Deliver To Address3 Quote Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0063 Total: 63 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Truss Truss Truss Truss 0001 CJ17 0005 CJ7 0009 H2 0013 H6 0017 HG2 0021 HG6 0025 HH2 0029 HHG1 0033 J11A 0037 J3 0041 J5 0045 J8 0049 M3 0053 T4 0057 V19-0 0061 V5-0 0002 CJ4 0006 CJ8 0010 H3 0014 H7 0018 HG3 0022 HG7 0026 HH3 0030 J1 0034 J2 0038 J3A 0042 J5A 0046 J9 0050 T1 0054 V12 -0 0058 V23-0 0062 V7-0 0003 CJ4A 0007 H1 0011 H4. 0015 H8 0019 HG4 0023 HG8 0027 HH4 0031 J10 0035 J2A 0039 J3B 0043 J6 0047 M1 0051 T2 0055 V12 -0A 0059 V4-0 0063 V8 -0 0004 CJ4B 0008 H12 0012 H5 0016 HG1 0020 HG5 0024 HH1 0028 HH5 0032 J11 - 0036 J2B 0040 J4 C/j i p 0044 J7 N ^ 0048 M2.?#'01N144. 0052 T3 O y N .S. 4C"11-1- 4i 0056 V15-0 0 1...W E ttoy L°0b 0060 V4-0A / V c HM BEST TRUSS CO. ,- 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305 -667 -6797 Fax: 305- 667 -0592 To: AARON BLDR. & DEV. 655 NW 100 ST. MIAMI, FL. Production List Job Number Page: 1 Date: 11 -24 -2003 - 8:34:25 AM Project ID: 3K10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 10255 BISCAYNE BLVD. Account No: Designer mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2 CJ17 125 lbs. each 17 -6 -11 2X6/2X6 ROOF TRUSS 2 Rows Lat Brace 6 - 5 -.2 3.54 0.00 2 -9 -15 0 -0 -0 58 BF -Ea 116 Total 2 CJ4 23 lbs. each 4 -0 -4 ROOF TRUSS 2 - 9 - 9 4.60 0.00 2 -2 -1 0 -0 -0 12 BF -Ea 24 Total G� -_ 5 1 2 2 CJ4A 28 lbs. each CJ4B 29 lbs. each CJ7 40 lbs. each CJ8 32 lbs. each 4 -2 -3 2X6/2X4 4 - 6 -1 2X6/2X4 7 -0 -2 2X6 /2X4 8 -5 -1 ROOF TRUSS ROOF TRUSS ROOF TRUSS ROOF TRUSS 2 - 5 -13 3.54 0.00 2 - 7 - 0 3.54 0.00 3 - 3 -13 3.54 0.00 2 -11 -11 3.54 0.00 2 -9 -15 2 - 9 -15 2 -9 -15 c2 -7 -6 0 -0 -0 0 -0 -0 0 - 0 - 0 0 -0 -0 0 -0 -0 15 BF -Ea 73 Total 15 BF -Ea 15 Total 20 BF -Ea 39 Total -i 17 BF -Ea 33 Total 1 111 138 lbs. each 25 -10 -0 ROOF TRUSS 4 - 2 -1 5.00 0.00 2 -0 -0 2 -0 -0 65 BF -Ea 65 Total 1 1112 59 lbs. each 12 -0 -12 ROOF TRUSS 3 - 0 -1 5.00 0.00 2 -0 -0 0 -0 -0 29 BF -Ea 29 Total 1 112 139 lbs. each 25 -10 -0 ROOF TRUSS 5 - 0 -1 5.00 0.00 2 -0 -0 2 -0 -0 65 BF -Ea 65 Total /\ 1 113 131 lbs. each 25 -10 -0 ROOF TRUSS 5 -10 -1 5.00 0.00 2 -0 -0 2 -0 -0 63 BF -Ea 63 Total 114 70 lbs. each 14 -8. -0 ROOF TRUSS 3 - 4 -1 5.00 0.00 2 -0 -0 2 -0 -0 35 BF -Ea 35 Total - 1 115 77 lbs. each 14 -8 -0 ROOF TRUSS 4 - 2 -1 5.00 0.00 2 -0 -0 2 -0 -0 36 BF -Ea 36 Total 1 116 240 lbs. each 40 -8 -0 ROOF TRUSS 7 - 4 - 0 5.00 0.00 0 -0 -0 2 -0 -0 111 BF -Ea 111 Total LL! n: �, ,DI`` H7 229 lbs. each 40 -8 -0 ROOF TRUSS 2 Rows Lat Brace 8 -2 -0 5.00 0.00 0 -0 -0 2 -0 -0 109 BF -Ea 217 Total �,- \ �` - _ ,� �I,I, ki\ 118 243 lbs. each 40 - 8 - 0 ROOF TRUSS 6 Rows Lat Brace 9 - 0 - 0 5.00 0.00 0 - 0 - 0 2 - 0 - 0 115 BF -Ea 229 Total z �,I,/\ �I, I\ 1 HG1 178 lbs. each 25 -10 - 0 2X6/2X6 ROOF TRUSS 2 Rows Lat Brace 55.00 6 0.00 0 - 0 - 0 0 - 0 - 0 BF Ea 84 Total 0 ., 0 " 1 11G2 171 lbs. each 25 -10 -0 2X6/2X6 3 ROOFTRUSS - 4 -1 5.00 0.00 2 -0 -0 2 -0 -0 78 BF -Ea 78 Total cc - ; L11 C; CO 1 11G3 77 lbs. each 14 -8 -0 2- ROOF TRUSS 6 -1 5.00 0.00 2 -0 -0 2 -0 -0 39 BF -Ea 39 Total W u" J�U 1 11G4 69 lbs. each 15 -4 -12 2 ROOF TRUSS -11 -15 5.00 0.00 c1 -10 -10 0 -0 -0 c1- 10 -1.0 0 -0 -0 33 BF -Ea 33 Total 1 HG5 70 lbs. each 13 -0 -0 2 ROOF TRUSS - 6 - 1 5.00 0,00 2 -0 -0 2 -0 -0 35 BF -Ea 35 Total /1- £+. 03 BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 To. AARON BLDR. & DEV. 655 NW 100 ST. MIAMI, FL. Production List Job Number: Page: 2 Date: 11 -24 -2003 - 8:34:26 AM Project ID: 3K10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 10255 BISCAYNE BLVD. Account No: Designer: Sal esP e on: unit' Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2 (1) 2 -Ply HG6 275 lbs. each 40 -8 -0 2X4/2X6 ROOF TRUSS 2 Rows Lat Brace 6 - 7 -12 5.00 0.00 0 -0 -0 0 -0 -0 126 BF -Ea 251 Total 'I�11 \�I�'\ 2 (1) 2 -Ply HG7 80 lbs. each 13 -4 -8 2X6/2X6 ROOF TRUSS 2 - 2 - 3 3.51 0.00 0 -0 -0 0 -0 -0 39 BF -Ea 78 Total (1) 2 -Ply HG8 275 lbs. each 40 -8 -0 2X4/2X6 ROOF TRUSS 4 Rows Lat Brace 6 - 5 - 6 5.00 0.00 2 -0 -0 2 -0 -0 129 BF -Ea 258 Total . 1 \,I I I\ �� 2 BIB 81 lbs. each 14 - 5 - 8 ROOF TRUSS 55 00 1 0.00 2 - 0 - 0 0 - 0 - 0 39 BF -Ea 77 Total _ /� 2 11112 83 ms. each 14 -5 -8 ROOF TRUSS 5 -10 -1 5.00 0.00 2 -0 -0 0 -0 -0 41 BF -Ea 81 Total 2 IBM 88 lbs. each 14 -5 -8 ROOFTRUSS 6 - 8 -1 5.00 0.00 2 -0 -0 0 -0 -0 43 BF -Ea 85 Total HIM 74 lbs. each 14 -5 -8 ROOFTRUSS 3 - 4 -1 5.00 0.00 2 -0 -0 0 -0 -0 37 BF -Ea 37 Total _ /- \ 11115 75 lbs. each 14 -5 -8 ROOF TRUSS 1 Row Lat Brace 4 - 0 -1 5.00 0.00 2 -0 -0 0 -0 -0 35 BF -Ea 35 Total i HHG1 78 lbs. each 14 -5 -4 2X6/2X4 ROOF TRUSS 2 - 6 -1 5.00 0.00 2 -0 -0 0 -0 -0 s 0 - 0 - 4 39 BF -Ea 39 Total 20 Ji 11 lbs. each 1 -0 -0 ,/2X4 ROOF TRUSS 1- 8 -1 5.00 0.00 2 -0 -0 0 -0 -0 6 BF -Ea 120 Total 2 J10 55 lbs. each 10 -5-0 ROOFTRUSS 5 0 - 7 5.00 0.00 0 -0 -0 0 -0 -0 27 BF -Ea 55 Total 45-10-1 2 Jll 59 lbs. each 11 -0 -0 ROOF TRUSS 5.00 0.00 2 -0 -0 0 -0 -0 28 BF -Ea 56 Total ..------------ ',I J11A 66 ms. each 11 -10 -8 ROOF TRUSS 5 - 9 -12 5.00 0.00 0 -0 -0 0 -0 -0 32 BF -Ea 288 Total J2 15 lbs. each 2 -4 -6 ,/2X4 ROOF TRUSS 2 - 2 -13 4.97 0.00 • 2 -0 -2 0 -0 -0 8 BF -Ea 16 Total 2 J2A 14 lbs. each 2 -3 -2 ,/2X4 ROOF TRUSS 2 -2 - 6 5.00 0.00 2 -0 -0 0 -0 -0 8 BF -Ea 16 Total 4 J2B 6 lbs. each 2 -0 -0 ROOF TRUSS 1 -3 -15 5.00 0.00 c2 -0 -12 0 -0 -0 0 -0 -0 4 BF -Ea 16 Total d -..0,► 1 J3 20 lbs. each 3 -9 -0 ,/2X4 ROOF TRUSS 2 - 9 -13 5.00 0.00 2 -0 -0 0 -0 -0 11 BF -Ea 11 Total 10 J3A 17 lbs. each 3 -0 -0 ,/2X4 ROOF TRUSS 2 - 6 -1 5.00 0.00 2 -0 -0 0 -0 -0 9 BF -Ea 87 Total 17 J3B 17 lbs. each 3 -0 -0 ,/2X4 ROOF TRUSS 2 - 6 -1 5.00 0.00 2 -0 -0 0 -0 -0 9 BF -Ea 147 Total (1 4 J4 14 lbs. each 4 -0 -0 ROOF TRUSS 2 -1 -15 5.00 0.00 c1 -10 -10 0 -0 -0 0 -0 -0 7 BF -Ea 29 Total 1,- ,$.f. -O3. BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 To: AARON BLDR. & DEV. 655 NW 100 ST. MIAMI, FL. Production List Job Number. Page: 3 Date: 11 -24 -2003 - 8:34:27 AM Project ID: 3K10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 10255 BISCAYNE BLVD. Account Na: Designer mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 9 J5 25 lbs. each 5 -0 -0 ,/2X4 ROOF TRUSS 3 - 4 -.1 5.00 0.00 2 -0 -0 0 -0 -0 12 BF -Ea 108 Total lj J5A 25 lbs. each 5- 0- 0 ,/2X4 ROOF TRUSS 3 - 0 -1 5.00 0.00 2- 0- 0 b- 0- 0 12 BF -Ea 48 Total 3 J6 20 lbs. each 6 -0 -0 ROOF TRUSS 11 5.00 0 0.00 0- -0 -10 0 -0 0 -0 0 -0. -0 10 BF -Ea 30 Total �d J7 33 lbs. each 7 -0 -0 ,/2X4 ROOF TRUSS 4 - 2 -1 5.00 0.00 2 -0 -0 0 -0 -0 15 BF -Ea 61 Total I 2 J8 45 lbs. each 8 -5 -0 ROOF TRUSS 4 - 4 - 7 5.00 0.00 0 -0 -0 s 0 - 7 - 0 0 -0 -0 22 BF -Ea 44 Total 2 J9 49 lbs. each 9 -0 -0 ROOF TRUSS 5 0 -1 5.00 0.00 2 -0 -0 0 -0 -0 23 BF -Ea 47 Total 2 M1 14 lbs. each 2 -1 -13 ROOF TRUSS 2 -1 -12 4.97 0.00 2 -0 -2 0 -0 -0 8 BF -Ea 16 Total '� 7 M2 80 lbs. each 14 -5 -8 ROOF TRUSS 7 Rows Lat Brace 7 - 3 - 6 5.00 0.00 2 -0 -0 0 -0 -0 39 BF -Ea 271 Total _ 5 M3 20 lbs. each 3 -2 -I2 ROOF TRUSS 2 - 7 - 3 5.00 0.00 2 -0 -0 0 -0 -0 11 BF -Ea 53 Total 4 T1 66 lbs. each 14 -5 -8 ROOF TRUSS 4 - 3 -12 5.00 0.00 2 -0 -0 0 -0 -0 32 BF -Ea 128 Total �.� �� 2 T2 249 lbs. each 0 2X612X4 ROOF TRUSS 9 - 8 -12 5.00 2 - 0 - 0 0 - 0 - 0 115 BF -Ea 231 Total 2 T3 69 lbs. each 15 -4 -12 ROOF TRUSS 3 -8 -7 5.00 0.00 c1 -10 -10 0 -0 -0 c1 -10 -10 0 -0 -0 33 BF -Ea 67 Total 3 T4 60 lbs. each 12 -0 -12 ROOF TRUSS 3 - 11 - 9 5.00 0.00 2 -0 -0 0 -0 -0 30 BF -Ea 90 Total 1 1 V12-0 44 lbs. each V12 -0A 37 lbs. each 12 -0 -0 2X4/2X6 12 -0 -0 ROOF TRUSS ROOF TRUSS 1- 7 - 6 3.51 0.00 2 - 6 - 0 5.00 0.00 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 21 BF -Ea 21 Total 17 BF -Ea 17 Total / I��3 1 1715-0 51 lbs. each 16 -0 -0 ROOF TRUSS - 4 - 0 5.00 0.00 0 -0 -0 0 -0 -0 23 BF -Ea 23 Total 1 1 V19 -0 68 lbs. each V23-0 84 lbs. each 20 -0 -0 24 -0 -0 ROOF TRUSS ROOF TRUSS 4 - 2 - 0 5.00 0.00 5 - 0 - 0 5.00 0.00 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 33 BF -Ea 33 Total 39 BF -Ea 39 Total ,l'_,_ 2 V4-0 lO lbs. each 4 -0 -0 ROOF TRUSS 0 -10 - 0 5.00 0.00 0 -0 -0 0 -0 -0 5 BF -Ea 11 Total itifl 1 V4-0A 12 lbs. each 4 -0 -0 ROOF TRUSS i 8- 0 5.00 0.00 0 -0 -0 0 -0 -0 7 BF -Ea 7 Total N_ Z+ -O3. BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 To: AARON BLDR. & DEV. 655 NW 100 ST. MIAMI, FL. Production List Job Number Page: 4 Date: 11 -24 -2003 - 8:34:28 AM Project ID: 3K10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 10255 BISCAYNE BLVD. Account No: Designer mtm Salesperson: Quote Number Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 1 V5-0 21 lbs. each 6- O- 0 ROOF TRUSS 2 - 6 -.0 5.00 0,00 0- 0- 0 0- 0- 0 10 BF -Ea 10 Total 1 V7 -0 29 lbs. each 8 -0 -0 ROOF TRUSS 3 - - 0 5.4- 0.00 0 -0 -0 U -0 -0 14 BF -Ea 14 Total 2 V8-0 24 lbs. each 8 -0 -0 ROOF TRUSS 1- 8 - 0 5.00 0.00 0 -0 -0 0 -0 -0 12 BF -Ea 24 Total to/ /1- 2 + -Da. Job a 3K10 Truss CJ17 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0001 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MITek Industries, Inc. Mon Nov 24 08:36:56 2003 Page 1 1 - 2 -9 -15 1 6 -5 -10 11 -10 -7 17 -6-11 1 1 2 -9 -15 6 -5-10 5-4-12 5-8-4 1 Scale = 1:34.8 3x6 11 6 7 I i 9x10 MI118H; 5 4x7 - A .. 3x4 ; 3.54112 3 4 212 i,, 2x411 a1 do `B P 4x5 ..= 10 9 8 2x4 I1 7x10 - 4x7 - 1 -2 -6-15 1 6 -5-10 11 -10 -7 17 -6 -11 1 1 2 -6 -15 6 -5-10 5-4-12 5-8-4 1 Plate Offsets (X,Y): (1:0-2-3,0-1-01,18:0-3-4,0-2-01,19.0-4-12,0-4-81 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 36.0 Plates Increase 1.33 TC 0.94 Vert LL 0.13 9-10 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) 0.15 1 >246 180 MII18H 195/188 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matra) Weight 126 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3 -11 -15 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5 -8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 8= 2803 /Mechanical, 2= 1667/0 -10-4 Max Horz2= 1117(load case 2) Upiift8=- 1931(Ioad case 2), 2= 1159(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 12 =51, 2- 12 =51, 2 -3=- 3689, 3-4= -2759, 4-5=- 2735, 5- 6=163, 6 -7 -30 BOT CHORD 2- 10= 3440, 9-10= 3440, 8- 9=2576 WEBS 3- 10 =98, 3-9= 951, 5-9 =737, 5-8=-3105, 6-8=-890 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone :Lumber DOL =1.33 plate grip DOL =1.33. 2 All plates are MI120 plates unless otherwise indicated. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1931 Ib uplift at joint 8 and 1159 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-12=-90.0 Trapezoidal Loads (plf) Vert: 12=0.0-to-7=-395.1, 2=-1.7-to-8=-87.8 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -12 =174.7 Horz: 1-12=-184.7 Trapezoidal Loads (plf) Vert: 12= 95.3 -to-2= 101.9, 2=-0.5-to-6=336.1, 6= 438.6 -to -7= 443.9, 2=-0.8-to-8=-43.9 Horz: 12= 95.3- to -2=- 102.7, 2=-0.3-to-3=-137.5, 3=-137.5-to-6=-379.4, 6=- 481.8 -to -7= -487.8 Job 3K10 Truss CJ4 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0002 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 W:36:57 2003 Page 1 1 -2 -2 -1 1 4-0-4 2x4 I I S--I 2 -2 -1 4-0-4 4 S rill IN : - 1:10.8 4.60112 3 2 ' ./, 2x4 11 ■ 1 IIIIIIIIIPI"' 4100 3x4 ill 6 1 3x6 1 I 2x4 I I 4-0-4 - 1 -11 -12 1 1 -11 -12 4.0.4 Plate Offsets (X,Y): (2:0- 3- 3,0 -3-2J LOADING(p SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 36.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.81 BC 0.04 Vert(LL) n/a - n/a 999 Vert(TL) 0.16 1 >161 180 M1120 249/190 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-11-4 REACTIONS (Ib /size) 2= 308/0 -7 -13, 6= 102/Mechanical Max Horz2= 164(load case 2) Max Uplift2=- 472(load case 2), 6- 39(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-52, 3- 4=-25, 4-5=-8 BOT CHORD 2-6 =0 WEBS 4-6=-76 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 Ib uplift at joint 2 and 39 Ib uplift at joint 6. 4) This truss design conforms with Florida. Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0 Trapezoidal Loads (plf) Vert 2=0.0-to-5=-90.5, 2=0.0-to-6=-20.1 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2=174.7 Horz: 1- 2= -184.7 Trapezoidal Loads (plf) Vert: 2=-13.4-to-4=74.9, 4= 168.9 -to-5= 175.2, 2= 0.0 -to-6 =10.1 Horz: 2=13.4-to-3=-32.2, 3=-32.2-to-4=-84.2, 4=-178.3-to-5=-185.3 Job 3K10 Truss CJ4A Truss Type ROOF TRUSS Qty 5 Ply 1 AARON BLDRS. 0003 ob Reference optional) Best Truss CO., Miami, H. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 24 08:36:57 2003 Page 1 - 2 -9 -15 4-2 -3 2 -9 -15 4-2 -3 Sca�l2 e4 4LI :11.6 3 3.5412 ■ 2 ti 7 2x411 '_ 1 ■ W 5 3x4 — 2x4 11 1 -2 -6-15 4-2 -3 1 2 -6 -15 4-2 -3 1 Plate Offsets (X,Y): [1:0- 2- 3,0 -1-0] LOADING (psi') SPACING 2 -0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.26 1 >142 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-2 -3 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 435/0 -10-4, 5= 46/Mechanical Max Horz2= 175(Ioad case 2) Max Uplift2= 751(load case 2) Max Grav2= 435(Ioad case 1), 5= 81(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -7=44, 2 -7=45, 2-3=-63, 3-4= -7 BOT CHORD 2 -5 =0 WEBS 3-5=-20 NOTES 1) Wind: ASCE 7 -98; 146mph; h=20ft TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751 Ib uplift at joint 2. 4 This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -7 =90.0 Trapezoidal Loads (pif) Vert: 7=0.0-to-4=-94.1, 2=-1.8-to-5=-20.9 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -7 =174.7 Horz: 1-7=-184.7 Trapezoidal Loads (plf) Vert: 7=86.2-to-2=93.5, 2=-0.5-to-3=78.8, 3= 172.8 -to-4= 178.8, 2=-0.9-to-5=-10.5 Horz: 7=-86.2-to-2=-94.4, 2=-0.34o-3=-88.6, 3=-182.6-to-4=-189.2 Job r 3K10 Truss CJ4B Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. Job Reference (optional) 0004 Best Truss CO., Miami, Fl. 5.100 s Mar25 2003 MiTek Industries, Inc. Mon Nov 24 08:36:5/2003 Page 1 1 - 2 -9 -15 4-6-1 1 2 -9 -15 4-6-1 1 Scd' 41:12.1 3 3.54112 . . 2 7 2x4 II XX SP _ � . ' 5 3x4 = 2x4 I I -2 -6-15 4-6 -1 1 2 -6-15 4-6 -1 Plate Uifsets (X,Y): (1:0- 2- 3.0 -1-0J LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert (TL) 0.27 1 >138 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 30 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 436/0 -10-4, 5= 80/Mechanical Max Horz2= 187(Ioad case 2) Max Uplift2= 738(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -7 =44, 2 -7=45, 2- 3=-63, 3-4= -9 BOT CHORD 2 -5 =0 WEBS 3-5=-52 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 Ib uplift at joint 2. 4 This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-7=-90.0 Trapezoidal Loads (plf) Vert: 7= 0.0- to-4=- 101.4, 2= 1.7 -to -5 =20.9 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -7 =174.7 Horz 1- 7= -184.7 Trapezoidal Loads (plf) Vert: 7 =86.2 -to -2 =93.5, 2=-0.5-to-3=84.5, 3= 178.6 -to-4= 186.0, 2=-0.8-to-5=-10.4 Horz: 7=-86.2-to-2=-94.4, 2= 0.3 -to-3= 95.0, 3=-189.0-to-4=-197.2 Job t 3K10 Truss CJ7 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLURS. 0005 Job Reference optional) Best Truss CO., Miami, H. 5.100 s Mar 25 200 Mi fek Indus I 'es, Inc. Mon Nov 24 08:36:58 2003 Page 1 1 - 2 -9 -15 1 7 -0 -2 2 -9-15 7 -0-2 I Scale = 1:16.5 2x4 11 4 3 3.54112 • 8 2 2x4 11 • - b . 6 5 ' 3x4 - 2x4 11 -2 -6-15 � 7 -0-2 2 -6-15 7 -0 -2 Plate Offsets (X,Y): 11:0- 2- 3.0 -1 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 39.0 Plates Increase 1.33 TC 0.79 Vert LL 0.05 2-6 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.31 Vert(TL) 0.27 1 >136 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 Na n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 41 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 538/0 -10-4, 5= 380 /Mechanical Max Horz 2= 293(load case 2 Max Uplift2= 719(load case 2), 5- 235(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -8=44, 2 -8=45, 2-3=-78, 3 -4=-15 BOT CHORD 2-6 =0, 5-6 =0 WEBS 3-6=-313 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 Ib uplift at joint 2 and 235 Ib uplift at joint 5. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads pif) Vert: 1-8=-90.0 Trapezoidal Loads (plf) Vert: 8=- 0.0- to-4 =- 157.8, 2=-1.7-to-5=-35.1 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads plf) Vert: 1-8=174.7 Horz: 1-8= -184.7 Trapezoidal Loads (pif) Vert: 8= 88.1 -to -2 =95.3, 2=-0.5-to-3=136.9, 3= 232.7 -to- 4=239.9, 2- 0.8 -to -5 =17.5 Horz: 8=-88.1-to-2=-96.2, 2=-0.3-to-3=-153.5, 3= 249.4 -to-4= -257.4 Job 3K10 Truss CJ8 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0006 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Nov 24 08:36:58 2003 Page 1 -4 -3-10 2 -11 -5 4-11 -0 8-5 -1 I 1 0 -3-0 2 -11 -5 1 -11 -11 3-6 -1 2x4 i1Scale = 1:16.4 4 5 1 3.54112 um 2x4 11 3 ,- 2x4 11 2 N • 1 2x4 = E- 6 2x4 11 2x4 I I 2x4 11 2 -6 -3 4-11 -0 8-5-1 1� I 2-6-3 0 -5-2 1 -11 -11 3-6 -1 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL b0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.14 1 >266 360 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.47 Vert(TL) 0.13 1 >287 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 8=221/0 -10-4, 7= 433/0 -10-4, 6= 327/Mechanical Max Horz 8= 306(Ioad case 2) Uplift8 — 636(load case 2), 7= 242(load case 2), 6=-363(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3=35, 3- 4=47, 4 -5=-14 BOT CHORD 1-8=0, 7 -8=0, 6-7 =0 WEBS 2-8=- 140, 3-7=-377, 4-6=-274 NOTES 1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; partially;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip D L =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 636 Ib uplift at joint 8, 242 Ib uplift at joint 7 and 363 Ib uplift at joint 6. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert: 1=0.0-to-5=-189.6, 1=0.0-to-6=-42.1 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Trapezoidal Loads (plf) Vert 1=-9.7-to-4=216.5, 4= 278.5 -to-5= 286.0, 1= 130.9 -to-8= 123.2, 8=-7.8-to-6=-21.1 Horz: 1=9.7-to-2=-81.2, 2=- 81.2- to-4 =- 236.9, 4=-298.9-to-5=-307.0 , 0. ` 3K10 Truss H1 cuss Type ROOF TRUSS 0 1 Ply 1 ,'• - • ` : II - . 0007 Job Reference (optional) Best Truss CO., Miami, I. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:36:58 2003 Page 1 -2 -0 -0 3-7 -12 7 -0-0 12 -11 -0 18 -10 -0 22 -2-4 25 -10 -0 27 -10-01 2 -0-0 3-7 -12 3-4-4 5 -11 -0 5-11 -0 3-4-4 3-7 -12 2 -0-0 Scale = 1:53. • 4x5 - 3x8 - 4x5 = 5.00112 5 6 7 2x4 1 2x4 4 8 k 2x4 II 2 i 01110111112-11 10 2x4 II ---= 16 15 14 13 12 X. x' — 3x6 3x4 — 2x4 II 3x8 - 3x6 3x8 = 3x4 = 7-0 -0 12 -11 -0 18 -10 -0 25 -10 -0 7 -0 -0 5-11 -0 5-11 -0 7 -0-0 - a e ... a s •■ - , I - . , , , •:1 - ,1. - 1 , :1 ore Iwo s LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert LL 0.20 14 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.27 14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-10-9, Right 2 X 4 SYP No.3 1-10-9 REACTIONS (Ib/size) 2= 1596/0 -7-4, 10= 1596/0 -74 Max Uplift2= 1194(Ioad case 2), 10= 1194(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2-3=-2639, 3-4=- 2639, 4-5 =- 2421, 5-6=-2256, 6-7=-2256, 7-8=- 2421, 8-9 =- 2639, 9-10=-2639, 10 -11 =22 BOT CHORD 2 -16 =2350, 15-16 =2828, 14-15 =2828, 13-14 =2828, 12 -13 =2828, 10-12 =2350 WEBS 4-16= 130, 5-16= 507, 6-16 =-656, 6- 14= 115, 6-12 =-656, 7 -12= 507, 8-12=-129 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1194 Ib uplift at joint 2 and 1194 Ib uplift at joint 10. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1- 90.0, 5-7=-90.0, 7-11=-90.0, 2-10=-20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-2=174.7, 2 -5= 72.3, 5-7 =80.7, 7 -10 =72.3, 10-11= 174.7, 2-10=-10.0 Harz: 1-2=-184.7, 2-5= -82.3, 7 -10 =82.3, 10-11 =184.7 Drag: 5-6=-0.1, 6 -7 =0.1 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-5=-90.0, 5-7=-30.0, 7-11=-30.0, 2-10=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1- 5=- 30.0, 5-7=-90.0, 7 -11= -90.0, 2-10=-20.0 Job ` 3K10 Truss H12 Truss Type ROOF TRUSS Qty 1 ply 1 AARON BLURS. 0008 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:36:59 2003 Page 1 1 -2-0 -0 1 5-0 -0 8 -0-0 12 -0 -12 1 1 2 -0 -0 5 -0 -0 3-0-0 4 -0-12 Scale = 1:24.4 4x5 = 4x5 - 4 5 5.00112 O 2 4x7 -.=. 6 r- N 2x4 I I Ililli 3x4 ----• 9 83x8 - IIIP Fr-- 7 3x6 11 2x4 11 2x4 - 5-0 -0 8-0 -0 12 -0 -12 1 1 1 5-0-0 3-0 -0 4-0 -12 Plate Offsets (X,Y): 2:0-3-2,0-2-14],[8:0-3-8,0-1-8] LOADING (sf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.60 BC 0.29 WB 0.19 (Matrix) DEFL in (Ioc) I/defl lid Vert LL -0.04 2 -9 >999 360 Vert(TL) 0.08 1 >294 180 Horz(TL) 0.01 7 n/a n/a PLATES GRIP MI120 249/190 Weight 60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -8-9 REACTIONS (Ib /size) 2= 845/0 -7-4, 7 =641/Mechanical Max Horz2= 156((load case 2) Uplift2= 754(load case 2), 7= 359(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-962, 3-4=-829, 4-5=-767, 5-6=- 899, 6 -7=604 BOT CHORD 2- 9= 765, 8- 9=767, 7 -8=184 WEBS 4 -9=46, 5-8=-17, 6 -8=594 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girder(s) for truss to truss connections. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 754 Ib uplift at joint 2 and 359 Ib uplift at joint 7. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 4 90.0, 4-5=-90.0, 5-6=-90.0, 2-7=-20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) • Vert: 1-2=174.7, 2-4= 74.9, 4-5= 74.9, 5-6 =74.9, 2-7=-10.0 Horz: 1-2=-184.7, 2- 4=- 84.9, 5- 6=84.9 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 190.0, 4-5=- 90.0, 5-6=-30.0, 2-7=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 4 30.0, 4-5 =90.0, 5-6= -90.0, 2 -7 =20.0 Job ` 3K10 Truss H2 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0009 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:36:59 2003 Page 1 1 -2 -0 -0 1 4-7 -12 1 9 -0 -0 1 12 -11 -0 16 -10-0 21 -2-4 25 -10 -0 -10 -01 1 1 1 127 2 -0 -0 4-7 -12 4-4-4 3-11 -0 3-11 -0 4-4-4 4-7 -12 2 -0 -0 Scale = 1:53.0 4x5 = 3x4 = 4x5 = 5.0012 5 6 7 2x4 di 2x4 ° 4 2 x 4 1 1 2 .4.0 8 atra, 10 2x4 II 1 011 ° �� iii X'A _ 3x6 r 3x6 — ICON ° %� is 13 12 5x8 = 5x8 = 1 9-0-0 16 -10 -0 25 -10-0 1 1 1 9 -0-0 7 -10-0 9 -0 -0 Plate Offsets (X,Y): [2:0- 1- 2,0- 1 -14], [/:U- 0- 0,U -0-0J, [10:0- 1- 2,0- 1 -14], [12:0 -2- 11,0 -3-UJ, [13:0 -1- 12,0 -3-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert LL 0.14 13 >999 360 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.29 12 -13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight 139 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 . BOT CHORD Rigid ceiling directly applied or 5 -2 -12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -5 -1, Right 2 X 4 SYP No.3 2-5-1 REACTIONS I(b /size) 2= 1596/0 -7-4, 10= 1596/0 -7-4 Max Uplift2= 1177(Ioad case 2), 10= 1177(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2-3=-2585, 3-4=- 2585, 4-5=-2218, 5-6=- 2046, 6-7=-2046, 7- 84- 2218, 8-9=-2585, 9-10=-2585, 10 -11 =22 BOT CHORD 2 -13 =2318, 12 -13 =2212, 10-12 =2318 WEBS 4-13=-301, 5-13= 472, 6-13 =- 240, 6-12=-240, 7- 12= 472, 8-12=-301 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= S.Opsf; Category It Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1177 Ib uplift at joint 2 and 1177 Ib uplift at joint 10. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-5=-90.0, 5-7=-90.0, 7- 11= -90.0, 2-10=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=174.7, 2-5= 72.3, 5-7 =80.7, 7- 10=72.3, 10-11= 174.7, 2-10=-10.0 Horz: 1-2=-184.7, 2-5=-82.3, 7 -10 =82.3, 10-11 =184.7 Drag: 5- 6 =0.1, 6 -7 =0.1 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-5=-90.0, 5-7=-30.0, 7-11=-30.0, 2 -1(=20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 30.0, 5-7= -90.0, 7- 11= -90.0, 2-10=-20.0 0 31(10 ¢ Truss H3 Truss Type ROOF TRUSS 1 .., 20-5-4 Job Reference (oi tiwnl) ik , : Tndu es. 0010 Inc* Nd Dec 05131ff3ff2003 Pag®i 25 -10-0 I27 -10-0 5-4-12 2-0-0 Scale = 1:53.0 rasa CO., Miami,FT' - -2-0-0 5 -4.12 11-0-0 14 -10-0 s , X- I I I - I 2-0-0 5-4-12 5-7-4 3- 10-0 5-7-4 5.00112' 4x7 4x7 5 6 5x6 5x6 / 4 --_ 7 , 3 *R 8 2x411 2f�. "� 9 2x411 ` 1 „----- 10 N -' 3x6 * X 12 11 3x6 -� a. x _ 5x6 = 5x6 = 11 -0-0 14-10-0 25-10-0 I I 11-0 -0 3 -10-0 11-0 -0 if]l 4 I da,`ataygexiwis Emsci ;:1N.i,f 'ft S . i'iw /lr! =1 /Qr=xl, *i]if :.04 4 - •I!likEi. i '4 ,` , z SPACING 2-0-0 CSI DEFL In (loc) Vdefl Ltd PLATES GRIP - Plates Increase 1.33 TC 0.60 2 Ve► MIf20 249/190 11 Lumber Increase 1.33 Rep Stress Incr YES BC 0.85 WB 0.42 TLL) -0.54 2-12 >569 1a Horz(TL) 0.08 9 n/a n/a .. Code FBC2001/ANSS195 (Mahbc) Weight 1321b 61M- �. -: Y..ti. BRACING TO 1 fe -- ,, ; - YP No.2 TOP CHORD Sheathed or 3-9-13 oc purling, B01:' •• • ^ " X 4 SYP No.2 BOT CHORD Rigid oiling dlrectty applied or 5-10 -6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -9-14, Right 2 X 4 SYP No.3 2 -9-14 REACTIONS ) 2= 1598/07 -4, 9-1596/0 -7-4 Max UplIft2= 1160(Ioad case 2). 931160(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2--2617, 3-4= -2533, 45=2097, 5- 6= -18E4 6-7=-2097, 7- 8=- 2533, 8-9=-2617. 9-10=43 BOT CHORD 2 -12= 2299.11 -12= 1860, 9-11 =2299 WEBS 4 -12==- 493, 5-12 =340, 6-11 =340, 7-11=-493 NOTES 1 Unbalanced roof lire loads have been considered for this design. 2 Wind: ASCE 7-98; 146mph; h=20ft; TCDL .Opsf; BCCL=.Opsf; Category 11; Exp C; enc sed;C -C UNerkr zormaumber Dot. =1.33 plate grip DOL =t33. 3) Provloe adequate drainage to prevent water . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1160 9t uplift ate 2 and 1160 Ib uplift at Joint 9. 5) This truss design conforms with Florida Building Code 2001, based on parameters irk. LOAD CASE(S) 1) Unflormr. Lumber X1.33. Plate ir►crea1.33 Vert 1-5=-90.0, 5-6=-90.0, 6-10=-90.0, 2 -9 =-20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uorm Loads (pit) Vert 1-2=174.7, 2-5= 723, 5-6=80.7, 6- 9=72.3, 9. 10=174.7, 2-9=-10.0 Harr 1 2=484.7, 2----82.3. 64 2.3, 9-1(M84.7 3) lst unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads Vert 190.0, 5-6=40.0, 6-10= -30.0, 2- 9=-20.0 4) Uniform Regular: Lumber Inc ase=1.33, Plate lncrease=1.33 Vert 14=-30.0, 5-6= -90.0, 6- 10=- 90.0.2 -9= --20.0 Job 3K10 Truss H4 Truss Type ROOF TRUSS (qty 1 Ply 1 AARON BLDRS. 0011 Job Reference optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 2003 MiTek Indus es, Inc. Mon Nov 24 08:37:01 2003 Page 1 1 -2 -0 0 I 5-0-0 9 -8 -0 14-8 -0 16-8 -0 1 1 1 2 -0-0 5 -0-0 4-8-0 5-0 -0 2-0-0 Scale = 1:32.8 4x5 = 4x5 = 5.00 12 4 5 SI Es 3 6 r- 1 is 2x4 I I 2x4 11 N 61 1 m 0 8 ~ 10--....- j 3x4 3x4 IMI • • i 3x6 I1 11 10 9 3x6 11 2x4 11 3x4 = 2x4 I1 1 5 -0-0 9-8-0 14-8 -0 1 1 5-0 -0 4-8-0 5-0 -0 Plate Uffsets (X,Y): (2:0- 3- 2,U- 2 -14J, If:0- 3- 2,0 -2 -14J LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udefl Lid PLATES GRIP TCLL 30.66 Plates Increase 1.33 TC 0.60 Vert LL -0.08 7 -9 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.32 Vert(TL) 0.09 1 >270 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-9-15 oc purfns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -8-9, Right 2 X 4 SYP No.3 2 -8-9 REACTIONS (lb /size) 2= 982/0 -7-4, 7= 982/0 -7-4 Max Upliift22=- 805(load case 2), 7=- 805(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-1317, 3-4=- 1140, 4-5=-1098, 5-6=-1140, 6-7=-1317, 7 -8=43 BOT CHORD 2 -11 =1092, 10-11 = 1098, 9-10= 1098, 7- 9=1092 WEBS 4- 11 =88, 5 -9=88 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 Ib uplift at joint 2 and 805 Ib uplift at joint 7. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated., LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1 4- 90.0, 4-5= 90.0, 5- 8-90.0, 2 -7 =20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1 -2= 174.7, 2-4= 73.5, 4-5= 73.5, 5-7 =73.5, 7- 8= 174.7, 2-7=-10.0 Flora: 1-2=-184.7, 2- 4=- 83.5, 5-7 =83.5, 7 -8 =184.7 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1 4 90.0, 4-5=-90.0, 5-8= -30.0, 2-7=-20.0 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1 4 30.0, 4-5=-90.0, 5-8=-90.0, 2 -7 =20.0 Job 3K10 Truss H5 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0012 Job Reference (optional) Best Truss GO., Miami, FI. 5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov24 08:37:02 2003 Page 1 -2 -0-0 1 7-0-0 14-8 -0 16 -8 -0 I 2 -0 -0 7 -0 -0 0 -8 -0 7 -0-0 2 -0 -0 Scale = 1:32.8 4x7 = 4x7 - 4 5 5.00112 6 7 2x411 c31 2 2x411 3 • • ■ ■1 • • 8 a_ i 3x4 3x4 1,,.._:. 3x4 3x4 1110 9 3x6 11 3x6 II 3x4 - 2x4 11 2x4 11 1 7-0-0 -8 -9 14-8 -0 17 7 -0 -0 0-8 -0 7 -0-0 Plate Utfsetsss(X,Y): 12:0- 3- 2,0- 2 -14], L/:0- 3- 2,0 -2 -14J LOADING (30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Plates lInccrease 1 33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 TC 0.60 BC 0.40 WB 0.13 (Matrix) ( ) Vert(LL) - 0.06 2 -11 >999 360 Vert(TL) 0.05 8 >500 180 Horz(TL) 0.02 7 n/a n/a MI120 PLATES 2 9190 Weight 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -5-11 oc purfns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-9-9, Right 2 X 4 SYP No.3 3-9-9 REACTIONS (lb/size) 2= 982/0 -7-4, 7= 982/0 -74 Max Uplift2= 805(load case 2), 7=- 805(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-1207, 3-4=- 1054, 4-5=-977, 5-6=-1054, 6-7=-1207, 7 -8=43 BOT CHORD 2 -11 =973, 10- 11= 977, 9-10 =973, 7 -9 =973 WEBS 4- 11 =91, 5 -10 =91 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 Ib uplift at joint 2 and 805 Ib uplift at 5) Thjoint 7. is truss design conforms with Florida Building. Code 2001, based on parameters indicated:. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert 1 4— 90.0, 4-5=-90.0, 5-8=-90.0, 2-7=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-2=174.7, 2-4= 73.5, 4-5= 73.5, 5-7 =73.5, 7 -8= 174.7, 2-7=-10.0 Horz 1-2=-184.7, 2-4= -83.5, 5 -7 =83.5, 7-8 =184.7 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=- 90.0, 4-5=-90.0, 5-8=-30.0, 2 -7 =20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-4=- 30.0, 4-5=-90.0, 5-8=-90.0, 2-7=-20.0 Job - 31(10 Truss 1-16 Truss Type ROOF TRUSS My 1 1 Job Reference (01) Inc. Fn Dec 0b 15:19:39 2003 Page I 40-8-0 542 -8-f 5-0-11 2 -0-0 Scale = 1:76.0 2x4 zi 11 12 2 .� 13 x4 11 14 0013 1 r- Best Truss Co., Miami, FL 0.100 s Mar 25 2W3 MI tek Ind 5-0-11 9 -9-13 147-0 20-4-0 26-1-0 30 -10-3 ! 35-7 -5 I 5-0-11 4-9-3 4-9-3 5 00 ITT 3_3x4* 5 2x4 .;. 4 3 •' NN, N. 174 `� - I I 5-9-0 5-9-0 2x4 = 2x4 I I 6x12 6 7 8 4-9-3 4-9-3 3x4 3x6 910 ' ., , �;- M / /' !l RR Ill iVVV 5x8 = 22 21 20 19 18 17 16 15 3x8 r 3x4 = 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 3x4 = 3x6 7-5-4 14-7-0 20-4 -0 26-1-0 33 -2 -12 -_ 5x8 = .. 3x8 40-8 -0 1 I I I I I 1 7-5-4 7 -1 -12 5-9-0 5-9-0 7 -1 -12 7-5-4 F + c _ SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress tncr YES Code FBC2001 /ANS19S CSI TC 0.77 BC 0.91 WB 0.50 (Simplified) DEFL In (Ioc) Udell Ltd V 0.40 18 >999 360 Vert TEL) - 0.55 17 -18 >893 180 Horz(TL) 0.22 13 We Dula PLATES GRIP M1120 249/190 Weight 241 lb REACTIONS FORCES BOT WEBS NOTES 2) 3) 4) 5) LORRAeeD�gCASE(S) 1) 2) 3) 4) $ X' i' -gin. Z' SVP ,- ti:...,. SYP 11,1W 2 -X 4 (lWetze) tMax Uplift1=- (lb) - First Load CHORD 1 -2- -4483, 10 -11=- 4227,11 CHORD 1- 22==4036, 3-22=- 185, 11- 15=185 Unbalanced 91 loads eS 8;46mph te grip No.2 'Except" SYP Not No.2 No.3 No.3 SYP No.3 2 -7 -15, Right 2 1 =_2237/0 -7-4 13=2412/0 -74 BRACING TOP CHORD Sheathed or 2-7-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 3 -11-12 oc bracing. X 4 SYP No.3 2-7-15 1654(load case 2) 4-5= -4227, 5-6--- 3544.6 -7 =3597, 7- 8=- 3597.8 -9=- 3544.9 -10- 4227, 4483,13 -14=22 20=3292.18- 19=3292,17 -18-- 3292,16 -17= 3753,15- 16=3753,13 -15 =4036 20=554, 6-18= 454, 7 -18= 562.8 -1 4, 8-17$54, 9-17 -638, 9-15=31Z BCOL Op f Category 8: Exp C; enclosed :C -C.I te rlar z one:Lu mber DdL =1.33 „ - ., , .,:... , to bearing plate capable 1315 th uplift at joint 1 and 1654Ib uplift Code 2001, based on parameters indicated. 1- 13= -10.0 Plate X1.33 -20.0 Plate Increase=1.33 3i5(laad case 2),13 — Case Only 2- = 33 3-4=- 4227, -12=- 4483,12 -13=- 21- 22= 3753, 20-21 = 3753,19- 5-22=31Z 5-20=436, 6- h=20f; TC Vide ate nge prevent Provide mha lull connection bot s) of truss Cola 13. This truss design conforms with F1orfca Building Ungarm Loads Lumber I n rea�1.33, Plate Increase =1.33 Vert 1 90.0, 8-8✓ -9.0, 8-14= - 90.0,1-13=20.0 C-C Wind: Lumber Increase=t33, Plate Incxease=1.33 Uniform Loads (pll) Vert 1-6=72.3, 6- 8=80.7, 8- 13=72.3,13- 14=174.7 Harz 1- 6=82.3, 8-13 = 82.3,13 - 14=184.7 Drag: 6- 7.6.7- 8=-0.6 lst unbalanced Regular Lumber lncreas-1.33. Uniform Loads (plf) Vert 1- 6=90.0, 6. 8+90.0, 8-14=-30.0. 1-1 Una Lumber Incr1.33, Vert 1430.0, 6 -8=90.0, 8-W.-MO, 1-1-20.0 Tb > 3K10 This H7 Truss Type ROOF TRUSS 16-7 -0 24-1-0 6x12 if 2 5.100 s 1 29-6 5-5-3 = 6 Ply 1 25 201)3 -3 3x4 /,,,.•' RMRON BLORS. 0014 Job Reference Mirek industries, Inc. Fn Dec 0515:19:40 2003 Page 1 l 34-11 -5 1 40-8-0 42-8-0 5-5-3 5-8-11 2 -0-0 Scale = 1:76.0 3x6 7 8 ,, 2x 9� ; 10 r. 2x4 II 12 tr - Best t J 1 ruse CO., Marna. Fl. 5 -8-11 11 -1 -13 } 1 1 5-8-11 5-5-3 5.00112 5x6 f 4 2x4 .� e. 3 2 f 5-5-3 I 7-6-0 7x6 = 5 ari , .fit 6 3x4 5x8 - 19 18 1716 15 14 13 3x4 "' 3x4 = 3x6 - 3x8 = 3x4 = 3x6 = 3x4 3x6 = 8-5-4 16-7 -0 24-1-0 32 2 -12 r' 6 3x4 5x8 - 3x4 . 40-8-0 l 1 8-5-4 8-1 -12 7-6-0 ta3ll' 1ift0II 01�(01' icQ0 14x0(014 •)gf.- -1i•5019p5mliih em(15,2iiiii 1 l 1 8-1 -12 8-5-4 " SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2001 /ANSI95 CSI TC 0.84 BC 0.99 WB 0.77 (Simplified) DEFL in (lac) 1/defl Lid V 0.37 15 >999 360 Ve L) -0.60 13-15 >819 180 Horz(TL) 0.21 11 nia nia PLATES GRIP M1120 249/190 Weight: 229 b BRACING • 140.2 d CHORD � No BOT CHORD Rigid ceiling directly applied oc 0-2-0 ac bracing. WFOS 1 Ropy at mldpt 6-17 No.3 *apt* $ X 4 SYP No.2 2 4 SYP No.3 Left 2 X4 SYP No.3 3-0-4, Right 2 X 4 SYP No.3 3-0,4 ACTIONS (l ) ca 11= 2412/0 -74 o 1� �ad 2) Max Up li€t1= 12oad case 2),11= 1637(ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=- 4449, 2-3=- 4449 3-4=-4131, 4-5 =3289, 5-6=-3056, 6-7 =3289, 7-8=- 4131, 8-9=- 4131, 9-18 4.9. -44 10 -11 =- 4449,11 -12=22 BOT CHORD 1 -19 =4017,18 -19 17,17- 18=3617,18 -17= 3056,15 -16 056,14 -15= 3617,13- 14=3617,11 -13 =4017 WEBS 3-19=- 279, 4-19= 408, 4-17=-769, 5-17A166, 6- 17=-0, 6-15-66, 7 -15=- 769, 7- 13=408, 9-13 -279 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph; h=2pft; T CDL= 514rst BCDL=5.0psf; Category II; Exp C. enclosedC -C krterbr zone ;Lumber DOL=1.33 plate grip DOL =1.33. I Provide adequate drainage to prevent water png. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate capable of Ong 1298 b uplift at)oknt 1 and 163715 uplift at joint 11. 6) This truss design conforms with FTorida Building Code 2001, based on parameters incrmated. LOAD g CASE(S) 1) Regular Loads r Increase=1.33, Plate incmase=1.33 Vert 1-5 --90.0, 5-6=- 90.0, 6-12=- 90.0,1 -11= -20.0 2) C-C Wind: Lumber Increase=1.33, Plate lmnease=1.33 Uniform Loads Vert 1 2.3, 5-6- -80.7, 6-11 =72.3, 11-12=174.7, 1-11=10.0 Horz:1 -5=- 82.3, 6- 11=823,11- 12=1847 3) 1st unbalanced Regular: Lumber Increast1.33, Plate Increase=1.33 Unifomn Loads Vert 1 90.0, 5.6 =-90.0, 6-12- - 30.0,1 -11 =20.0 4) 2nd if unbalanced Regular: Lumber In creastM.33, Plate Increase=1.33 Uorm Vest: 1-5=30.0, 5- 6= -90.0, 6. 12=4810.1-11 =20.0 Job 3K10 Truss H8 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0015 Job Reference (optional) Best Truss CO., Miami, H. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:04 2003 Page 1 6-4-11 1 12 -5 -13 1 18 -7 -0 22 -1-0 28-2 -3 34-3 -5 40-8 -0 42 -8-9 1 co co )` 6-4-11 5.00112 3x4 o12 6 -1 -3 3x4 3x6 5 , 1 1 6 -1 -3 3-6-0 5x8 = 5x6 = 6 7 6 -1 -3 3x4 1 1 6 -1 -3 8 3x4 3x6 �. 9 6-4-11 10 11 2 -0 -0 Scale = 1:76.0 2x4 II 13 ii 5x8 = 3x4 3x4 5x8 20 19 18 17 16 15 14 3x4 2x4 11 5x8 = 3x4 = 3x8 = 5x8 = 2x4 11 3x4 3x6 = 1 6-4-11 1 12 -5-13 1 18 -7 -0 22 -1-0 28-2 -3 34-3 -5 40 -8 -0 = 1 1 1 1 6-4-11 6-1 -3 6-1 -3 3-6 -0 6-1 -3 6-1 -3 6 -4-11 Plate Offsets (X,Y): [1:0- 0- 6,0 -2 -8], 16:0 -5- 12,0 -2-8j, 11:0- 3- 0,0 -2-4j, 112:0- 0- 6,0- 2 -10j, [15:0- 2- 0,0 -3-4], [19:0- 2- 0,0 -3-4j LOADING (sf) TOLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.98 BC 0.86 WB 0.49 (Simplified) DEFL in (loc) Vdefl Ud Vert LL 0.36 17 >999 360 Vert(TL) -0.55 17 -19 >885 180 Horz(TL) 0.22 12 n/a n/a PLATES MI120 Weight 244 Ib GRIP 249/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed. 1-4 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-2 -14 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 5 -17, 6-16, 8-16 WEBS 2 X 4 SYP No.3 *Except* 6-16 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-4-10, Right 2 X 4 SYP No.3 3 -4-10 REACTIONS (Ib /size) 1= 2237 /Mechanical, 12= 2412/0 -7-4 Max Horz1= 91(load case 2) Max Uplift1= 1281(load case 2), 12 — 1620(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2-1169, 2 -3=- 4469, 3-4= -3831, 4-5=-3831, 5-6=-3019, 6-7=-2799, 7 -8=- 3019, 8-9=- 3831, 9-10 =3831, 10- 11-1169, 11- 12= -4469, 12 -13=22 BOT CHORD 1 -20 =4045, 19-20 =4045, 18-19 =3501, 17 -18 =3501, 16-17 =2799, 15-16 =3501, 14-15 =4045, 12 -14 =4045 WEBS 3-20= 120, 3-19=-576, 5-19= 395, 5-17=-955, 6-17= 732, 6 -16=0, 7 -16= 732, 8-16=-955, 8-15 =395, 10-15=-576, 10- 14=120 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind:.ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girder(s) for truss to truss connections. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 Ib uplift at joint 1 and 1620 Ib uplift at joint 12. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-6=-90.0, 6-7=-90.0, 7-13=-90.0, 1-12=-20.0 2) -C Wind: Loads Lumber Increase =1.33, Plate Increase =1.33 Vert: 1-6=72.3, 6 -7 =80.7, 7 -12 =72.3, 12 -13= 174.7, 1-12=-10.0 Horz: 1 -6 =- 82.3, 7 -12 =82.3, 12 -13 =184.7 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-6=-90.0, 6-7=-90.0, 7-13=-30.0, 1 -12 =20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-6=-30.0, 6-7=-90.0, 7-13=-90.0, 1-12=-20.0 Job 3K10 Truss HG1 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. Job Reference (optional) 0016 Best Truss CO., Miami, FI. 5.100 s Mar 25 200.3 Mi I ek Industries, Inc. Mon Nov 24 08:31:05 2003 Page 1 1 4-6 -2 I 8 -7 -13 1 12 -9 -8 13� Q-8 17 -2 -3 21 -3-14 25 -10 -0 I 1 4-6 -2 4-1 -11 4-1 -11 0-3-0 4-1 -11 4-1 -11 4-6-2 Scale = 1:45.6 5x6 I1 5 3x6 4x7 0. 4x7 3x6 5.00 112 3 4 6 7 3x4 if %,;,..k. 3x4 2 8 1 it I 1 Ill 1 r: mi M a 4x12 - 15 14 13 12 11 10 4x12 = 3x8 11 9x10 MII18H= 5x6 = 9x10 MI118H- 3x8 I I 10x10 - 4-6 -2 1 8-7 -13 12 -11-0 17 -2 -3 21 -3-14 25 -10 -0 1 I 1 I 4-6-2 4-1 -11 4-3-3 4-3-3 4-1 -11 4-6 -2 1 Plate Offsets (X,Y): [ 1 :1- 0- 1,0- 0- 4J,[9:1- 0- 1,0- 0-4J,[ 11:0 -3- 8,0-4- 8],[14:0- 3- 8,0 -4-8J LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 38.60 Plates Increase 1.33 TC 0.72 Vert(LL) 0.31 14 >974 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert TL) -0.44 12 -14 >685 180 MI118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 179 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2 -5-10 oc purl'ns. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3 -11-6 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 3-12, 7 -12 5-12 2 X 4 SYP No.2 WEDGE Left 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (Ib /size) 9= 4647/0 -7-4, 1= 4647/0 -7-4 Max Uplift9= 2483(load case 2), 1= 2483(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2= -8941, 2-3=-7505, 3-4=- 5748, 4-5- 5748, 5-6=-5748, 6-7=-5748, 7-8=-7505, 8-9 =-8941 BOT CHORD 1 -15 =8060, 1415 =8060, 13-14 =6928, 12 -13 =6928, 11- 12928, 10- 11= 8060, 9-10 =8060 WEBS 2 -15 =1162, 2-14=-1259, 3-14 =1723, 7 -11= 1723, 8-11=-1259, 8-10= 1162, 5-12= 4038, 3-12=-2159, 7-12=-2159 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are MI120 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2483 Ib uplift at joint 9 and 2483 Ib uplift at joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Girder carries tie-in span(s): 12-0 -0 from 0-0-0 to 25 -10-0 LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-5=-90.0, 5-9=-90.0, 1-9=-278.4 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5= 72.3, 5-9 =72.3, 1 -9 =124.5 Holz: 1- 5=- 82.3, 5-9 =82.3 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-5 =- 90.0, 5-9 -30.0, 1-9=-278.4 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p10 Vert: 1 -5 -30.0, 5-9=-90.0, 1-9=-278.4 Job 3110 Truss HG2 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLURS. Job Reference optional) 0017 Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indu "es, Inc. Mon Nov 24 08:37:06 2003 Page 1 -2 -0 -0 1 5 -0 -0 1 10 -3-15 1 15-6 -1 20 -10 -0 25 -10 -0 -10-0 1 1 127 2 -0 -0 5 -0-0 5 -3-15 5-2 -3 5 -3-15 5-0-0 2 -0 -0 Scale = 1:52.1 5x8 = 2x4 11 5.00112 4x7 = 3x4 = 5x8 := 3 45 6 7 �, 2x4= 2 8 2x4= , il- .. RriAl 3x8 = 14 13 12 11 10 3x8 = 2x4 11 4x9 = 5x6 = 4x5 = 2x4 11 1 5-0-0 1 10 -3-15 15-6 -1 20-10-0 25 -10-0 I 1 I 5-0-0 5 -3-15 5-2 -3 5 -3-15 5 -0-0 Plate Utfsets (X,Y): 13:0-6-4,0-3-4],11:1F6-4,0-3-41 LOADING ( SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert LL 0.40 13 >758 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.46 11 -13 >651 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 172 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-8-5 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-10 -3 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 8= 2427/0 -7-4, 2= 2427/0 -7-4 Max Uplift8= 1887(load case 2), 2= 1887(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =28, 2 -3 =- 4581, 3-4= 45=- 6336, 5-6=-6336, 6 -7= -6336, 7 -8=- 4581, 8 -9=28 -6336, 13-14 =4167, 12 BOT CHORD 2 -14 =4137, -13 =6336, 11 -12 =6336, 10-11 = 4166, 8-10 =4137 WEBS 3- 14-153, 3-13 =2352, 4-13=-745, 6 -13=0, 6-11=-745, 7 -11 =2352, 7- 10=453 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1887 Ib uplift at joint 8 and 1887 Ib uplift at joint 2. This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6 Girder carries hip end with 5 -0-0 end setback _ : _ ., .,,, 7 Special hanger(s) or other connection device(s) es shall be provided sufficient to support concentrated load(s) 320.81b down and 237.51b 237.51b up at 20 -10-0, and 320.81b down and up at 5 -0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90.0, 3-7=-143.9, 7 -9 =90.0, 2-14=-20.0, 10-14=-32.0, 8-10=-20.0 Concentrated Loads (Ib) Vert: 14= 320.810= -320.8 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2=174.7, 2 -3 =72.3, 3- 7= 138.4, 7-8= 72.3, 8-9= 174.7, 2-14=-10.0, 10-14=-16.0, 8-1(--10.0 Horz: 1 -2=- Drag: 3- 4 =-0.3, 184.7, 2- 3= -82.3, 7-8= 82.3, 8-9 =184.7 6 -7 =0.3 Concentrated Loads (Ib) Vert: 14 =237.5 1(:=237.5 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90.0, 3-7 =- 143.9, 7-9=-30.0, 2 -14= -20.0, 10 -14=- 32.0, 8-10=-20.0 Concentrated Loads (Ib) Vert: 14=-320.8 10 —320.8 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Continued orb %ye - 30.0, 3-7=-143.9, 7-9=-90.0, 2-14=-20.0, 10- 14=- 32.0, 8-10=-20.0 Job 3K10 Truss HG2 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLURS. 0017 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 Mi fek Industnes, Inc. Mon Nov 24 08:37:07 2003 Page 2 LOAD CASE(S) Concentrated Loads (lb) Vert: 14=- 320.810 =320.8 Job 3K10 Truss HG3 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0018 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:07 2003 Page 1 -2 -0 -0 I 3-0 -0 I 7-4-0 11 -8 -0 14-8 -0 16-8 -0 I I I 2 -0-0 3-0 -0 4-4-0 4-4-0 3-0-0 2 -0 -0 Scale = 1:32.8 4x5 = 5.00112 3x4- 4x5- 4 5 6 � ' ti 2x4 II 2 3 am, 0 8 2x4 II a, � .. m- •• 110-M1 3x4 T • • 3x4 �_ 3x6 II 12 11 10 3x6 II 3x4 = 3x4 = 3x4 = 3-0-0 I 11-8 -0 14-8-0 I 3-0 -0 8-8-0 3-0 -0 Plate Offsets (X,Y): 12:U- 3- 2,U- 2 -14J, [8:U- 3- 2,0 -2 -14J LOADING (sf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert LL 0.06 12 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.67 Vert(TL) 0:07 9 >337 180 BOLL 0.0 Rep Stress Incr NO WB 025 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 46-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-7-9, Right 2 X 4 SYP No.3 1-7-9 REACTIONS Ib /size) 8= 1111/0 -7-4, 2= 1111/0 -7-4 Max Uplift8=- 893(Ioad case 2), 2--- 893(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2-3=-1662, 3-4=- 1662, 4-5= 1507, 5-6=-1507, 6-7=-1662, 7-8=- 1662, 8 -9=22 BOT CHORD 2 -12 =1469, 11 -12 =2070, 10-11= 2070, 8-10 =1469 WEBS 4-12= 420, 5-12=-602, 5-10 =- 602, 6- 10=420 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss bearing plate capable of withstanding 893 Ib uplift at joint 8 and 893 Ib uplift at joint 2. 5 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6 Girder carries hip end with 3-0-0 end setback 7 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82.5Ib down and 54.71b up at 11 -8-0, and 82.51b down and 54.71b up at 3-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 190.0, 4-6=-98.9, 6 -9 =90.0, 2-12=-20.0, 10-12=-22.0, 8-10=-20.0 Concentrated Loads (Ib) Vert: 12= 82.510 =82.5 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1- =174.7, 2- 4= 73.5, 4-6 =82.2, 6-8= 73.5, 8-9= 174.7, 2-12=-10.0, 10-12 = 11.0, 8-10 =10.0 Horz: 1-2=-184.7, 2-4= -83.5, 6- 8=83.5, 8- 9=184.7 Drag: 4-5=-0.1, 5 -6 =0.1 Concentrated Loads (Ib) Vert: 12 =54.7 10 =54.7 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1- 4=- 90.0, 4-6 =98.9, 6 -9= -30.0, 2-12=-20.0, 10-12= 22.0, 8-10 =20.0 Concentrated Loads (Ib) Vert: 12== -82.5 110 =82.5 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Continued on page 2 Job 3K10 Truss HG3 Truss Type ROOF TRUSS Qty Ply AARON BLDRS. 1 1 Best Truss CO., Miami, FI. LOAD CASE(S) Uniform Loads (If) Vert: 130.0, 4-6=-98.9, 6-9=-90.0, 2-12=-20.0, 10- 12=- 22.0, 8-10=-20.0 Concentrated Loads (lb) Vert: 12= 82.510 =82.5 0018 Job Reference (optional) 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:08 2003 Page 2 ,Job 3K10 Truss HG4 Truss Type ROOF TRUSS Oty 1 Ply 1 AARON BLDRS. Job Reference (optional) 0019 Best Truss CO., Miami, H. 5. 00 s Mar 25 2003 MiTek Indus es, Inc. Mon Nov 24 08:3 /:08 2003 Page 1 1 2 -1 -8 1 6-0-0 9-4-12 13-3 -4 15 -4-12 1 1 2 -1-8 3-10 -8 3-4-12 3 -10-8 1 2 -1 -8 1 Scale = 1:27.4 4x7 - 4x7 - 5.00112 3 4 3x6 r 3x6 � 2 5 114 N ch 1 ea O co 3x4 - j 3x4 - 3x8 11 10 9 8 3x4 = 3x4 - 3x4 - 3x8 11 1 1 -9-14 2,-1-8 6-0-0 9-4-12 13-3 -4 13� 6X14 15-4-12 1 1 1 -9 -14 0-3-10 3-10 -8 3-4-12 3-10 -8 0 -3-10 1 -9-14 1 LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert LL 0.06 8-10 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) -0.06 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrbc) Weight: 69 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-9 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 11= 1517/0 -8-0, 7= 1517/0 -8-0 Max Upliftl1=- 1572(load case 2), 7=- 1572(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =155, 2 -3=- 1689, 3-4=- 1506, 4-5=-1689, 5 -6 =155 BOT CHORD 1-11=-83, 10- 11 =-83, 9-10= 1506, 8-9 =1506, 7-8=-83, 6 -7=-83 WEBS 2-11=-1403, 2- 10= 1635, 3-10= 166, 4-8= 166, 5-8= 1635, 5-7=-1403 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1572 Ib uplift at joint 11 and 1572 Ib uplift at joint 7. 5 This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6 Girder carries hip end with 6 -0-12 end setback 7 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 507.11b down and 464.3Ib up at 9-4-12, and 507.1Ib down and 484.3lb up at 6-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regina Loads Lumber Increase =1.33, Plate Increase =1.33 Vert: 1-3=-90.0, 3-4=- 166.4, 4 6- 90.0, 1-10=-20.0, 8-10=-37.0, 6-8=-20.0 Concentrated Loads (Ib) Vert 10=-507.1 8= -507.1 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p10 Vert: 1-3=97.1, 3- 4= 195.4, 4-6 =97.1, 1 -11= 116.8, 10-11=-10.0, 8-10= -18.5, 7-8=-10.0, 6 -7 =116.8 Holz: 1-3=-107.1, 4-6 =107.1 Concentrated Loads (Ib) Vert: 10=464.3 8 =464.3 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3=- 90.0, 3-4=- 166.4, 4 6- 30.0, 1-10=-20.0, 8-10 =- 37.0, 6-8=-20.0 Concentrated Loads (Ib) Vert: 10=-507.1 8=-507.1 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= 30.0, 3-4=- 166.4, 4 6- 90.0, 1-10=-20.0, 8-10=-37.0, 6-8= -20.0 Concentrated Loads (Ib) Vert: 10=-507.1 8=-507.1 Job 3K10 Truss HG5 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0020 Job Reference (optional) Best Truss CO., Miami, Fl. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:09 2003 Page 1 1 -2 -0 -0 3-0 -0 1 6 -6-0 10 -0-0 13-0 -0 15-0 -0 I I 1 1 2 -0-0 3-0-0 3-6-0 3-6-0 3-0 -0 2 -0-0 Scale = 1:29.8 4x5 = 3x4 = 4x5 = 5.00112 4 5 6 s- n 2 2x4 II 3 II _ _ — 7 {, 2x4 II Nth- 1 LJ • 9 3x4 3x4 i • 4, 3x6 12 11 10 11 3x6 1 1� 3x4 = 3x4 = 3x4 = 3-0-0 I 10 -0-0 13-0 -0 I 3-0-0 7 -0-0 3-0-0 Plate Offsets (X,Y): [2:0- 3- 2,U- 2 -14], [8:0- 3- 2,0 -2 -14] LOADING (psf) TOLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.69 BC 0.49 WB 0.12 (Simplified) DEFL in (loc Vdefl Ud Vert(LL) 0.04 12 >999 360 Vert(TL) 0.07 9 >337 180 Horz(TL) 0.03 8 n/a n/a PLATES GRIP MI120 249/190 Weight 70 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1 -14 oc purfns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-7-9, Right 2 X 4 SYP No.3 1-7-9 REACTIONS I(b /size) 8= 1010/0 -7-4, 2= 1010/0 -7-4 Max Uplift8= 841(load case 2), 2 — 841(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2 -3= 1446, 3-4=- 1446, 4-5=-1310, 5-6=- 1310, 6-7=-1446, 7-8=- 1446, 8 -9=22 BOT CHORD 2 -12 =1276, 11 -12 =1673, 10-11 = 1673, 8-10 =1276 WEBS 4-12= 360, 5-12=-401, 5 -10--- 401, 6-10 =360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 841 Ib uplift at joint 8 and 841 Ib uplift at joint 2. 5 This truss design conforms with Florida Building Code 2001, based on parameters indicated. ,.., 6 Girder carries hip end with 3-0-0 end setback 7 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82.5lb down and 55.5Ib up at 10 -0-0, and 82.5Ib down and 55.51b up at 3-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=- 90.0, 4-6=-98.9, 6-9=-90.0, 2 -12 =20.0, 10-12 = 22.0, 8-10=-20.0 Concentrated Loads (Ib) Vert: 12 =-82.5 10=-82.5 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2=174.7, 2- 4= 74.4, 4-6= 83.2, 6-0=74.4, 8-9= 174.7, 2-12=-10.0, 10-12 =- 11.0, 8-10=-10.0 Horz: 1-2=-184.7, 2- 4=- 84.4, 6-8= 84.4, 8-9 =184.7 Drag: 4-5=-0.2, 5 -6 =0.2 Concentrated Loads (Ib) Vert: 12=55.5 10=55.5 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4= -90.0, 4-6=-98.9, 6-9=-30.0, 2-12=-20.0, 10-12=-22.0, 8-10= -20.0 Concentrated Loads (Ib) Vert: 12 =82. 10=-82.5 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Continued on page 2 Job 3K10 Truss HG5 Truss Type ROOF TRUSS 1 Ply 1 AARON BLDRS. 0020 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 Mi fek Indus nes, Inc. Mon Nov 24 08:37:09 2003 Page 2 LOAD CASE(S) Uniform Loads (If) Vert: 1 30.0, 4-6=-98.9, 6 -9= -90.0, 2-12=-20.0, 10-12=-22.0, 8-10=-20.0 Concentrated Loads (lb) Vert: 12 =82. 10 -82.5 Job 3K10 Truss HG6 Truss Type ROOF TRUSS Qty 1 PIy 2 AARON BLDRS. 0021 Job Reference optional) Best Truss CO., Miami, H. 5.100 s Mar 25 2003 MiTek Indu es, Inc. Mon Nov 24 08:37:10 2003 Page 1 1 6 -7-4 1 12 -11 -0 14-5 -� 22 -1-4 26 -2 -8 31 -10-14 37 -7-4 40-8 -0 1 1 I 1 l 6-7-4 6 -3-12 1 -6 -8 7 -7 -12 41-4 5-8 -6 5-8-6 3-0 -12 Scale = 1:72.8 4x7 5.00112 5x8 - 2x4 I I 5x8 = 5 6 7 4, 3x6 3x6 — 1 3x4 8 9 a '� >444....434,x6 '* 4x7 10 m �� 11 4x5 - 20 19 18 17 16 15 14 13 12 4x5 - 3x8 II 4x9 - 10x10 = 7x10 = 8x10 = 3x8 II 8x10 — 7x6 - 1 6-7-4 I 12 -11-0 145-, 22 -1-4 26 -2 -8 31 -10-14 37 -7-4 40-8 -0 I I 1 1 1 6 -7-4 6 -3-12 1-6-8 7 -7 -12 4-1-4 5-8-6 5-8 -6 3-0 -12 Plate Offsets (X,Y): [5:0 -5- 12,0 -2-8], [7:0 -5- 12,0 -2-8], [13:0 -3- 8,0-4 -0J, [15:0 -2-8,0 -4-8], [18:0- 2- 8,0 -2-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) -0.13 16-17 >827 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.56 Vert(TL) - 0.18 16-17 >600 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 550 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -10-14 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except" WEBS 1 Row at midpt 7 -16 4-19 2 X 6 SYP No.2, 5-16 2 X 4 SYP No.2, 6-16 2 X 6 SYP No.2 10-12 2 X 6 SYP No.2 REACTIONS (Ib /size) 1= 2180/0 -7-4, 19= 5069/0 -4-8, 16= 8039/0-4 -12 (input 0 -4-8), 11= 3416/0 -7-4 Max UpIi t1- 1273(load case 2), 19- 2985(load case 2), 16=- 4890(load case 2), 11- 2033(load case 2) Max Grav1= 2219(Ioad case 3), 19= 5131(load case 3), 16= 8039(load case 1), 11= 3423(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1685, 2 -3= 1800, 3-4= 1800, 4-5= 1304, 5-6= 2539, 6-7 =2539, 7-8=-182, 8-9=-3564, 9-10= -3564, 10-11 -6807 BOT CHORD 1 -20 =1523, 19-20 =1523, 18-19=-1662, 17-18=-1662, 16-17=-1197, 15-16 =259, 14-15 =3290, 13-14 =3290, 12 -13 =5973, 11 -12 =5973 WEBS 2 -20 =2352, 2-19=-3523, 4-19=-2072, 4-17= 1599, 5-17= 182, 5-16- 1734, 6-16 =-535, 7-16=-5104, 7 -15 =3903, 8-15=-3748, 8-13 =2862, 10-13=-2775, 10-12 =2223 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc. _. ,:;., ._ .._ 2) Unbalanced` roof live loads have been considered for this design. 3) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 4 Provide adequate drainage to prevent water ponding. 5 WARNING: Required bearing size at Joint(s) 16 greater than input bearing size. 6 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 Ib uplift at joint 1, 2985 Ib uplift at joint 19, 4890 Ib uplift at joint 16 and 2033 Ib uplift at joint 11. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s)1133.0lb down and 727.91b up at 37 -7-4 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-5=-90.0, 5-7=-90.0, 7-11=-90.0, 1 -12- 372.9, 11 -12 =20.0 Concentrated Loads (Ib) Vert: 12=-1133.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5= 72.3, 5-7 =80.7, 7 -11 =72.3, 1- 12= 200.7, 11-12=-10.0 Horz: 1-5=-82.3, 7 -11 =82.3 Drag: 5-6=-0.1, 6 -7 =0.1 Concentrated Loads (Ib) Vert: 12 =727.9 Continued on page 2 Job 3K10 Truss HG6 Best Truss CO., Miami, H. Truss Type ROOF TRUSS LOAD CASE(S) 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-5=- 90.0, 5-7 =90.0, 7 -11 =30.0, 1 -12= 372.9, 11 -12 =20.0 Concentrated Loads (Ib) Vert 12= 1133.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert 1-5=-30.0, 5-7 =30.0, 7 -11 =90.0, 1 -12= 372.9, 11 -12 =20.0 Concentrated Loads (Ib) Vert 12= 1133.0 1 ply AARON BLDRS. 2 0021 Job Reference (optional) 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 U8:37:10 2003 Page 2 Job 3K10 Truss HG7 Truss Type ROOF TRUSS Qty 1 Ply 2 AARON BLDRS. 0022 Job Reference (optional) Best Truss CO., Miami, H. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:11 2003 Page 1 2 -10-15 5-4-1 8-0 -7 10-5 -9 13-4 -8 2 -10 -15 2 -5-2 2 -8-6 6x12 — 7x6 3.51112 3 4 2 -5-2 2 -10 -15 Scale = 1:22.9 - N CV 5x16 ``'�� \\ 2 ' 5x16 // 5 6 N CV /ill 10 9 8 11 7 -->< 4x12 — 7x6 = 10x10 - 4x12 ..1-_- 2 -10-15 5-4-1 8 -0 -7 10 -5 -9 13-4-8 2 -10-15 2 -5-2 2-8 -6 2 -5 -2 2 -10 -15 Plate Offsets (X,Y): [2:0- 5- 4,0- 1 -12], Lb:0- 5- 4,0- 1 -121 [9:0- 3- 0,0 -4-12J LOADING(sf) TCLL 30.00 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 1-4-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.61 BC 0.72 WB 0.59 (Simplified) DEFL in (loc) Vdefl Ud Vert LL 0.19 9 >792 360 Vert(TL) - 0.25 8-9 >602 180 Horz(TL) 0.08 6 n/a n/a PLATES GRIP M1120 249/190 Weight 161 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-11 -6 oc purrns. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 7738/0 -10-4, 6= 7737/0 -10-4 Max Upliftl=- 4226(load case 2), 6=- 4226(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-17295, 2-3=-14692, 3-4=- 14423, 4-5= 14691, 5-6=-17295 BOT CHORD 1 -10= 16116, 9-10= 16116, 8-9= 14423, 8-11= 16116, 7- 11= 16116, 6-7 =16116 WEBS 2 -10 =2764, 2-9=-2173, 3-9= 3918, 3 -8=-1, 4-8= 3918, 5-8=-2173, 5-7 =2764 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 4) Provide adequate drainage to prevent water bonding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4226 Ib uplift at joint.1 and 4226.1b uplift at joint 6. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 424.61b down and 256.21b up at 8-0-7, and 424.6lb down and 25 .21b up at 5-4-1 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumberr lnncrease =1.33, Plate Increase =1.33 Uniform Vert: 1-3=-60.0, 3-4=- 130.9, 4-6=-60.0, 1-9=-1073.2, 8-9=- 1087.3, 8-11=-1071.5, 6-11=-1073.2 Concentrated Loads (Ib) Vert: 9=- 424.6 8= -424.6 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 -- 449.4, 3- 4= 113.5, 4-6 =49.4, 1 -9= 563.5, 8-9= 554.6, 8-11= 562.5, 6 -11 =563.5 Horz: 1-3=-56.1, 4-6=56.1 Concentrated Loads (Ib) Vert: 9= 256.2 8 =256.2 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads plf) Vert: 1-3=-60.0, 3-4=- 130.9, 4-6= -20.0, 1-9=-1073.2, 8-9=-1087.3, 8-11=-1071.5, 6-11=-1073.2 Concentrated Loads (Ib) Vert: 9=- 424.8 8 —424.6 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Continued on page 2 Job 3K10 Truss HG7 Best Truss CO., Miami, FI. Truss Type ROOF TRUSS 1 Ply AARON BLDRS. 2 0022 Job Reference (optional) 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:3/:11 2003 Page 2 LOAD CASE(S) Unfform Loads pff) Vert 1-3=-20.0, 3-4=- 130.9, 4 6— 60.0, 1-9=-1073.2, 8-9=- 1087.3, 8-11= 1071.5, 6-11=-1073.2 Concentrated Loads (lb) Vert: 9=- 424.6 8= -424.6 -Jb .. 3K10 Truss HGS Truss Type ROOF TRUSS I 11 7 Oty 1 1 t s 28-2 -8 6-1-4 Ply _, 2:t 5x8 AARON BL©RS. 0023 Job Reference Best iruns CU, Miami, 2 -0-01 L 5-5-0 5-5-0 5x6 I 12-5-8 7-0-8 12X111 -017-62 I 22 -1-4 0-5-8 4-7-2 4-7-2 5x12 - 2x4 = 3x4 3x6 4 5 6 _e UStri� 1 35 -3-0 7-0-8 = 8 5x6 Fri Dec 0515:19:40 2003 Page 1 1 408-0 442 -8-t� 5-5-0 2-0-0 Scale =1 :79.7 9 N OS 2X4 I i Lc 10 11 r- 2-0-0 2X4 111 r; 2 5.00 12 II `"_ 'r t `j .1111M AS r 19 18 17 16 2x4 11 4x9 = 7x6 = 10x10 5x16 = 4x5 11 4x5 II 5-5-0 12-5 -8 12-11-017-6-2 22 -1-4 15 14 = 7x6 4x9 = 28-2 -8 13 = 2x4 35-3-0 4x5 = ...7: 12 4x5 II 40-8 -0 i 1 1 5-5-0 7-0-8 0-5-8 4-7 -2 4-7 -2 6-1-4 .,d +1 3!., ilimi tixot' e lir'+ i_A*tilas/e:1r,E:�t'YaEi*�.t A ! 604 I,i;c +1 , :1 Wrlr t i i 7-0-8 5-5-0 ', ` F i `, `,. r'^` a< SPACING 2-0-0 Plates Increase 1.33 Lumber increase 1.33 Rep tress [nor Code 1ANS NO CSI TC 0.53 BC 0.78 WB 0.64 (Simplified) DEFL in (Ioc) Udell L/d V LL 0.08 13 >999 380 Vert(TL) 0.06 11 >436 180 Horz(TL) 0.02 10 n/a nta PLATES GRIP M1120 249/190 Weight 550 lb w 0 - t} �^ * • 1 1? M1 a* 4r5YP 448`2X6SYP1 ...01141Rill 2X 4 SYP REACTIONS ) 2=57310-7-4, Max Plias �7(tooaad FORCES ttb) - First Load TOP RD 1-2=25, 2 BOT CHORD 2- 19=182,18 WEBS 3- 19=124, , 9-12=123 NOTES 1) 2-ply truss to be connected Top chords connected Bottom chords connected Webs connected as follows: 2) Unbalanced roof live loads 3) Wind: ASCE 7-98; 146mph; p DOL =1.33. 4 adequate drainage 5 Provide mechanical connection Dint 18, 4919 lb uplift at 6 is truss design conforms Girder carries hip end with 8 Design assumes 4x2 (flat 9 Spec 1 hanger(s) or other 1937.01b up at 28 -2-8, connection device(s) is LOAD CASE(S) 1) Regular•. Lumber Increase=1.33, Uniform Loads (plfj Vert -4-- 90((�0, Concentrated Loads Vert 18- 2617.1 2) C-C Whit Lumber 1 Uniform Loads Vert 1 747, 1W, .1 "Except' 8 SYP SS No:3 No.3 Case Only -3=- 203.3- -19= 3-18=- together as follows as follows: 2 X have h =20fk to prevent joint 15 with 12-5 orientation) connection and 2617.1 the responsibility 4-8- 60.0, BRACING TOP CHORD Sheathed or 6-0-0 oc moans. Except 1 Row at midpt 4-8 BOT CHORD directly applied or 6-0-0 oc bracing. WEBS t� at m dpt 8-15 .2,'- t11 18=5081RM-8, 1546 5/0-4- 8,10= 1923/0 -7-4 case 3),18= 1535( case 3),15 6946(ioad case 4), 21 1 to 2) 4=738, 4-5 =248, 5-6=1401. 6-7=1401, 7-8=1401. 8-,S-2645, 9-1 89,10 -11=25 181,17 - -18= 734,16 -17 734,15 -16= 248,14- 16=2454,13- 14=2454,12 -1 2958,10- 12=2958 912, 4-18 -1276, 416=714, 5- 16=1075, 5- 15= -1786, 7- 15= -322, 8- 15=-5159, 8-13= 3913.9 -13 --644 with 10d Comm on(.148 x3) Nails as follows: 2 X 4 -1 row at 0-9-0 oc. 2 X 6 - 2 rows at 0-4-0 am 4 - 1-rowat 0-9-0 ac, 2 X 6 - 2 rows at 0-9.0 oc. . been considered for this design. TCDL=5.0psit BCDL=5.0pst Category 11; Exp C; enclosed C-C Interior zone Lumber DOL =1.33 water (by others) o� bearing pie capable of withstanding 594 lb uplift at joint 2, 3511 lb uplift at and 1616 03 uplift at joint 10. Florida Building Code 2001, based on parameters -8 end setback pur>ins at oc indicated, fastened to truss TC w1 210d nails. devices) shi t� provided suffthient to support cam bads 2617.1th down and lb down and 1937.0tb up at 12-5-8 on bottom chord. The of such special of others. , Plate =1.33 8-11 -90.0, 2 -18=- 20.0.13 -18 — 339.3.10 -13 =-20.0 Plate increase =1.33 4-8=4&S, 8- 10=723,10.11= 174.7.218= 10.0.13- 18=234:6.10.13 =10.0 8-1042.3, 10-11=184.7 13= -2617.1 1.33. 2- 4*723, 2-4 =-823, 31(10 Truss HG8 MSS U., -aml, H. LOAD CASE(S) Concentrated Loads (lb) Vert 18= 1937.013= 1937.0 3) 1st unbalanced Regular: Lumber ins =1,33. Plate increase =1.33 Uniform Loads(pff) Vert 1-90.0, 4- 8= -60.0, 8- 11=30.0, 2 -18=- 20.0, 13 -18= 339.3, 10-13 =-20.0 Concentrated Loads (lb) Vert 18=- 2617.1 13✓- 2617.1 4) 2nd unbalanced Regular. Lumber Inc rease=1.33, Plate Increase =1.33 Uniform Loads Vert 1 0, 4 8- 60.0, 8.11= -90.0, 2- 18=- 20.0,13 -18=- 339.3, 10.13 =20.0 Concentrated Loads (lb) Vert 18=-2617.1 13=-2617.1 Job 3K10 Truss HH1 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0024 Job Reference optional) Best Truss GO., Miami, Fl. 5.100 s Mar 25 200 Mi fek Indus _'es, Inc. Mon Nov 24 08:3/:12 2003 Page 1 1 -2 -0-0 1 4-7 -12 9 -0-0 14-5 -8 I 1 2 -0 -0 4-7 -12 4-4-4 5-5-8 1 Scale = 1:29.1 4x5 - 3x4 — 5 6 11 5.00112 2x4 N. 4 1 °i I 2x4 II 2 ,.- 1 MI 3x4 • 1 9 8 7 3x6 11 3x4 = 3x8 = 2x4 11 1 9-0-0 145 -8 1 9 -0-0 5-5-8 1 Plate Offsets (X,Y): 12:0- 3- 2,0 -2 -14J LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.02 8 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.43 Vert(TL) 0.07 1 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7 -12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-7 -9 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -5 -1 REACTIONS (Ib /size) 7= 787/Mechanical, 2= 962/0 -7-4 Max Horz2= 432(load case 2) Uplift7=- 504(Ioad case 2), 2=- 746(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2 -3= 1138, 3-4=- 1138, 4-5=- 690, 5-6 =-630, 6-7=-736 BOT CHORD 2 -9= 1015, 8- 9=1015, 7-8=0 WEBS 4-8=- 418, 5-8= -178, 6 -8=802 NOTES 1) Wind: ASCE 7 -98; 146mph; h=208; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 Ib uplift at joint 7 and 746 Ib uplift at joint 2. _ ..,., 5) is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1-5=-90.0, 5-6= -90.0, 2-7=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1- 2=174.7, 2 -5= 73.6, 5-6 =73.6, 2- 7 = -10.0 Horz 1-2=-184.7, 2-5=-83.6 Drag: 5-6=-0.1 Job ' . 31(10 Truss HH2 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0025 Job Reference (optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:37:12 2003 Page 1 1 -2 -0-0 1 5 -5-12 11 -0-0 14-5 -8 1 1 1 2 -0-0 5 -5-12 5-6-4 3-5 -8 5x6 — Scale = 1:30.2 2x4 II 5.00112 5 6 /m 5x6 111 I pr 2x4 I I 2 I. ..; • 3x4 9 8 7 3x6 II 3x4 = 3x4 — 3x6 = 5-7 -12 14-5 -8 i 1 5-7 -12 8 -9 -12 Plate Offsets (X,Y): 12:0- 3- 2,0- 2 -14], 14:0 -3- 0,0-3- 0],[5:0- 3- 0,0 -2-4] LOADING (sf) SPACING 2 -0-0 CSI DEFL in (loci I/defl Ltd PLATES GRIP TCLL 30.00 Plates Increase 1.33 TC 0.60 Vert LL 0.02 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.18 7 -9 >956 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight 84 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -412 oc purfns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -11 -15 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -10-12 REACTIONS (lb /size) 7= 787 /Mechanical, 2= 962/0 -7-4 Max Horz2= 502(load case 2) Max Uplift7- 526(Ioad case 2), 2- 724(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2 -3- 1146, 3-4= -1146, 4-5= 1106, 5-6=-0, 6-7=-149 BOT CHORD 2 -9= 1027, 8-9 =371, 7 -8 =371 WEBS 4-9 =-434, 5- 9= 869, 5- 7=-663 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 Ib uplift at joint 7 and 724 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-5=-90.0, 5-6= -90.0, 2-7=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-2=174.7, 2 -5 =73.6, 5-6 =73.6, 2- 7 = -10.0 Horz 1-2=-184.7, 2-5=-83.6 Drag: 5-6=-0.2 -2-0 -0 2-0-0 Truss Type ROOF TRUSS 6-7 -12 2 Job Reference *TI S V, .. 'ii % 6-7 -12 e 13-0 -0 6-4-4 5.00112 ,rr 0026 nc. Thu Jan 22 T3:54:40-20041: age 14-5 -5 I —I I 1 -5-8 I 5x6 = Scale =1:33 2x4 II 6 7 6-7 -12 6-7 -12 'apt' Left 2=974/0-74 case 22) 2=- 723(load case 2) CSI TC 0.60 BC 0.29 WB 0.79 (Matrix) 10 9 8 3x4= 3x4 = 3x6 14-5 -8 7 -9-12 M1120 GRIP 249/190 Weight 89 Ib BRACING TOP CHORD Sheathed or 5-59 oc puffins, except end verticals. BOT CHORD Rigid ceaim directly applied or 7 -7 -1 oc bracing. TOP GHOF 11 t -'" ` 2-3= -1231 3- 4=4064, 4-5=- 1196.6 -6 =1085, 6 -7=16, 7 -8=122 BOTCHOF01 21' '{ + .94 3, 8 -9=203 WEBS 4-10 6. 8=-840 6-10 =1075 NOTES 1) :ASCU B;146mp TCDL .Opsf; BCDL .Opsf; Category 0; Exp C; enctosed;C C interior zonedlumber DOL=1.33 X1.3;3. to-prevent water porting. Refet to gbiter(s)fctrtryss .tries Provide t (by others) of truss to bearing plate capabte of withstancfing 527 Ib tit at joint 8 and 7231b uplift at JS gn c with erica Bulding Coda 2001, based on parameters fncated. assuntes 4$r2 (flat orientation) purling at oc swing meted, fastened to truss TC w12 - -10d nails. LOAD 1 ",L =1.33, Plate Increase*1.33 (pit Vert - 6=900, 6-7=-90.0, 2- 1---0.0 2) CO d Ld (M. e=1.33. Piste Increast 1.33 Uniform Vert 1-2=174.7, 2- 6=73.6, 6-7 =73.6, 2- 8= -10.0 Hxx 1-2=484.7, 2 -683.6 Drag: 6-74 Job 3K10 Truss HH4 Truss Type ROOF TRUSS Qty 1 PIy 1 AARON BLURS. 0027 Job Reference (optional) Best Truss GO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:13 2003 Page 1 -2 -0 -0 1 5 -0 -0 9 -7-0 14-5 -8 1 1 I 2 -0 -0 5 -0 -0 4-7-0 4-10 -8 Scale = 1:29.0 4x5 = 3x4 = 2x4 11 4 5 6 5.00112 � r,- 2x4 11 2 II ■ 0, 1 CLJ 3x4 • 1 3x6 11 9 8 7 3x4 - 3x4 = 3x6 = I 5 -0-0 14-5 -8 1 I 5 -0-0 9-5-8 Plate Offsets (X,Y): 12:0- 3- 2,U -2 -14j LOADING (sf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.00 Plates Increase 1.33 TC 0.60 Vert LL 0.02 $9 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.20 7 -9 >840 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-2 -13 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -3-6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-8-9 REACTIONS (Ib /size) 7= 787/Mechanical, 2= 962/0 -7-4 Max Horz2= 293(load case 2) Max Upiift7=- 472(load case 2), 2= 778(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2- 3=- 1187, 3-4=- 1187, 4-5=-1066, 5-6 =0, 6-7=-213 BOT CHORD 2 -9= 1062, 8- 9=947, 7 -8=947 WEBS 4 -9=78, 5- 9=136, 5-7=-1063 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20R; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 Ib uplift at Joint 7 and 778 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (if) Vert: 1 4 90.0, 4-6 =90.0, 2 -7 '-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= 174.7, 2- 4= 73:6, 4-6 =73.6, 2-7=-10.0 Horz 1-2=-184.7, 2-4 =-83.6 Drag: 4-5=-0.1 Job 3K10 Truss HH5 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0028 Job Reference optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus 'es, Inc. Mon Nov 24 08:37 :14 2003 Page 1 -2 -0-0 1 7-0 -0 14-5 -8 1 1 2 -0 -0 7 -0 -0 7 -5-8 Scale = 1:29.0 4x7 = 2x4 II 4 5 5.00112 a 3 V I 2x4 11 2 01 3x4 3x4 II 8 7 6 3x6 11 2x4 11 3x4 = 3x6 = 1 7 -0-0 14-5 -8 1 1 7 -0-0 7 -5-8 Plate Utfsets (X,Y): [2:0- 3- 2,0- 2 -14j, [4:0- b- 4,0 -2-0j LOADING(sf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.00 Plates Increase 1.33 TC 0.93 Vert LL -0.00 88 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) 0.07 1 >337 180 BOLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight 75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2 -15 oc purl ns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1 -7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-9-9 REACTIONS (Ib /size) 6= 787 /Mechanical, 2= 962/0 -7-4 Max Horz2= 362(load case 2) Max UpIi t6=- 486(load case 2), 2= 764(ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =22, 2-3=-964, 3-4=-964, 4-5 =0, 5-6=-329 BOT CHORD 2- 8=866, 7-8= 873, 6-7 =873 WEBS 4-8= 143, 4-6=-954 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 Ib uplift at joint 6 and 764 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1- 90.0, 4-5=-90.0, 2-6=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plfl Vert 1 -2= 174.7, 2-4= 73.6, 4-5 =73.6, 2-6=-10.0 Holz: 1-2=-184.7, 2 4- 83.6 Drag: 4-5=-0.1 Job 3K10 Truss HHG1 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLURS. 0029 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 241M:37:14 2003 Page 1 -2 -0 -0 I 3-0 -0 6 -10 -7 10 -7 -1 14-5 -4 1 1 2 -0-0 3-0-0 3-10 -7 3-8 -11 3 -10-3 Scale = 1:28.7 5x8 - 2x4 11 3x8 - 2x4 11 5.00112 3 4 5 6 2x4 - ► � r *NI 3x6 - 11 10 9 8 7 2x4 11 3x8 = 3x4 = 2x4 11 3x6 — 3-0-0 I 6-10 -7 10-7 -1 14-5 -4 I 1 1 3-0 -0 3-10 -7 3-8 -11 3-10 -3 Plate Offsets (X,Y): [2:0- 2- 4,0 -1-8], (3:0- 5- 12,0 -2-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 3-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor NO Code FBC2001 /ANSI95 CSI TC 0.66 BC 0.43 WB 0.58 (Simplified) DEFL in (Ioc) Vdefl Lid Vert LL 0.10 10 >999 360 Vert(TL) -0.13 10 >999 180 Horz(TL) 0.04 7 n/a n/a PLATES GRIP M1120 249/190 Weight 78 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 *Except* TOP CHORD 2 -0-0 oc purlins (5 -7 -11 max.), except end verticals, and 3-6 2 X 4 SYP No.2 (Switched from sheeted: Spacing > 2 -0-0). BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -10 -15 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 6-7 2 X 6 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 1133 /Mechanical, 2= 1463/0 -7-4 Max Horz2 =356 Toad case 2) Max Uplift7 =6 (load case 2), 2= 1243(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =37, 2 -3= 1908, 3-4= 2511, 4-5 =- 2511, 5-6 =0, 6-7=-239 BOT CHORD 2 -11 =1661, 10 -11= 1674, 9-10= 1927, 8-9 =1927, 7- 8=1927 WEBS 3-11= 139, 3-10= 900, 4-10 =- 468, 5- 10434, 5- 8=108, 5-7=-2102 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0pst Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 Ib uplift at joint 7 and 1243 Ib uplift 5 That joint truss 2. design conforms with Florida Building Code 2001, based on parameters indicated. 6 Girder carries hip end with 3-0-0 end setback 7 Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 8 Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41.31b down and 27.4Ib up at 3-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-135.0, 3-6=-132.2, 2-11=-30.0, 7 -11 =-29.4 Concentrated Loads (Ib) Vert: 11=-41.3 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=262.1, 2- 3= 110.4, 3-6= 107.7, 2-11=-15.0, 7- 11 = -14.7 Horz: 1-2=-277.1, 2- 3= -125.4 Drag: 3- 4=-1.6 Concentrated Loads (Ib) Vert: 11 =27.4 Job 3K10 Truss J1 Best Truss CO., Miami, F1. 1 Truss Type ROOF TRUSS -2 -0-0 Qty 20 Ply 1 AARON BLDRS. 0030 Job Reference (optional) 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:15 2003 Page 1 3 2 -0-0 1 -0-0 1 -0 -0 1 1 -0 -0 1 -0 -0 Scale = 1:6.4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.33 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.03 1 >710 180 Horz(TL) 0.00 3 n/a n/a PLATES MI120 Weight 12 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 3= 147/0 -1-8, 2= 417 /0 -7-4, 4= 9/Mechanical Max Horz2 =163 load case 2) Max Uplift3 =14 (load case 1), 2=-. 756(load case 2) Max Grav3=341(load case 2), 2= 417(load case 1), 4= 9(Ioad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=49, 2-3=-131 BOT CHORD 2-4=0 BRACING TOP CHORD Sheathed or 1 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0ps1 BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection by others) of truss to bearing plate at joint(s) 3. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 3 and 756 Ib uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) _ 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90.0, 2-4 =-20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= 174.7, 2 -3 =80.7, 2-4 =-10.0 Horz: 1-2=-184.7, 2 -3 =-90.7 Job 3K10 Truss J10 Best Truss CO., Miami, FI. Truss Type Ply AARON BLDRS. 0 ROOF TRUSS 2 1 4-10 -8 2x4 I i 1 4-10 -8 0031 Job Reference (optional) 5. 00 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 14 08:37:15 2003 Page 1 10 -5 -0 5.00112 5x16 2 5-6-8 2x4 I I 4 6 3x4 10 -5-0 5 3x6 — 10-5 -0 Scale = 1:26.0 LOADING (psi) TCLL 330.00 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.41 BC 0.50 WB 0.30 (Simplified) DEFL in (Ioc) Udeft Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.52 5-6 >229 180 Horz(TL) -0.01 5 n/a n/a PLATES GRIP MI120 249/190 Weight: 56 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 5= 574/Mechanical, 6= 550/Mechanical Max Harz 6 =379 Toad case 2) Max Uplift5- (load case 2), 6= 223(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =0, 2 -3=0, 3-45, 1-6=-205 BOT CHORD 5-6 =444 WEBS 2-5=489, 2-6=-507, 3-5=-270 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2 -2 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 Ib uplift at joint 5 and 223 Ib uplift at joint 6. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4 =- 90.0, 5-6=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=76.0, 3-4= 174.7, 5-6=-10.0 Harz: 1- 3=- 86.0, 3-4= -184.7 Job Truss 31(10 J11 Best Truss , • 1 --TrusiType ROOF TRUSS 2x4 -2-0-0 2-0-0 5-5-8 5-5-8 BMW- 0032 Job Reference (00iona1)_ .100 s Mar 25 2003 *1 • nc. Thu Jan 22 1-35440.4004 Page 1 5x6 11-0-0 5-8-8 5.00 1 2 2x4 11 Scale =1:26.8 6 3x4 7 4x5 = 11-0-0 11-0-0 110..3 2-10-5 74114Thilechar1cal Oise 2) case2). 7=-500(load case 2) 3-4=-565. 45=-0. 5-6=-6 BRACING TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling deadly applied or 7-10-14 oc bracing. TCDL=6.0psf; BCDL=5.0psf; Category II; Exp C; endosed;C-C interior zone;Lumber DOL=1 .33 connectems. (by Ohms) of truss to bearing plate capable of withstanding 591 lb uplift at joint 2 and 500 lb uplift at ROMS Bolas Code 2001, based on parameters Indicated. 1;k,7 extreaseh33. Rate incretne=1.33 0, 2-7*-20.0 Increase=4.33. Rate Increasep11.33 74.7. 2-5=75.0. 6-6=174.7, 2-7=-10.0 164.7, 2-5=454 644641 Job 31(10 Truss J11A Truss Type ROOF TRUSS Qty 9 Ply 1 AARON BLDRS. 0033 Job Reference optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indu es, Inc. Mon Nov 24 08:37:16 2003 Page 1 1 5 -11-4 11 -10-8 1 5 -11-4 5 -11-4 1 5.00112 2x4 11 Scale = 1:29.3 4 3x4 :0011.11:11 3x4 3 2 ' I� 3x4 1 fie ,9 7 6 5 2x4 ii 3x10 = 3x6 = 5 -11-4 11 -10-8 1 I 1 5 -11-4 5 -11-4 Plate Offsets (X,Y): (6:0- 3- 8,0 -1-8] LOADING (sf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 60 Plates Increase 1.33 TC 0.58 Vert LL 0.02 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) -0.04 6 -7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-11 -5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 5= 637/Mechanical, 7= 637/Mechanical Max Horz7 =41 load case 2) Max Uplift5=- 48d(load case 2), 7= 269(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =-659, 2 -3=-0, 3 -4=-0, 4-5=-261, 1-7=-579 BOT CHORD 6-7=-0, 5 -6=608 WEBS 2 -6 =51, 2 -5 =-687, 1 -6=612 NOTES 1) Wlnd: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 Ib uplift at joint 5 and 269 Ib uplift at joint 7. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33; Plate Increase =1.33 Uniform Loads (if) Vert: 1 90.0, 5-7=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=75.0, 5-7 =10.0 Horz: 1-4 =-85.0 Job 3K10 Truss J2 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0034 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:17 2003 Page 1 -2 -0 -2 2-4-6 2-0 -2 2-4-6 3 )(caIe=1:8.6 4.97112 0 `/ 3x4 � 6 3x4 / , 5 3x6 I1 -1 -10-0 2-4-6 1 1 -10-0 2-4-6 1 Plate Offsets (X,Y): [1:0 -0- 10,0 -1-8], [L:0- 3- 2,0 -2 -14] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) Udefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert (TL) -0.00 2 -5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.2 SLIDER Left 2 X 4 SYP No.3 1-5-3 REACTIONS (Ib /size) 4=29 /Mechanical, 2= 377 /0 -7-4, 5=23 /Mechanical Max Horz 2= 160(load case 2) Max Uplift4 — 53(Ioad case 2), 2 — 279(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-99, 3-4=-25 BOT CHORD 2 -5 =0 WEBS 1-6 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 4 and 279 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1- 4= -90.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads ( I Vert: 1.80.7, 2-5=-10.0 Horz: 1-4 =-90.7 ,Job 3K10 Truss J2A Truss Type ROOF TRUSS Qty 2 PIy 1 AARON E LDRS. 0035 Job Reference (optional) Best 1 russ GO., Miami, FI. 6. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:18 2003 Page 1 -2 -0-0 2 -3-2 2 -0-0 2 -3-2 )caIe=1:8.5 3 5.00112 CNI 2 O 2x4 11 3x4 ____._ 5 r 3x6 11 2 -3-2 1 2 -3-2 Mate Offsets (X,Y): (2:0- 3- 2,0 -2 -14] LOADING ( SPACING 2 -0-0 CSI DEFL in (Ioc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.09 1 >249 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -3-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-5-2 REACTIONS (Ib /size) 4= 22/Mechanical, 2= 373/0 -7-4, 5= 22/Mechanical Max Horz 2= 203(load case 2) Uplift2= 546(load case 2) Max Grav4= 40(Ioad case 2), 2= 373(Ioad case 1), 5= 22(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=43, 2- 3=-98, 3-4=-24 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Refer to girder(s) for truss to truss connections. 33 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 Ib uplift at joint 2. 4 This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 190.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0 Horz: 1- 2=- 184.7, 2-4 =-90.7 Job 31(10 Truss J2B Truss Type ROOF TRUSS Best Truss CO., Miami, FI. Ply 4 1 AARON BLDRS. 0036 Job Reference (optional) 5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 24 08:37:18 2003 Page 1 2x4 - 2 -0 -0 3 2 -0-0 Scale = 1:7.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.12 BC 0.20 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert LL 0.01 1-3 >999 360 Vert TL 0.01 1 -3 >999 180 Horz(TL) 0.00 n/a n/a PLATES M1120 Weight: 7 Ib GRIP 249/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib /size) 2= 205/Mechanical, 3= 21/Mechanical Max Horz2 =-412 Toad case 2), 3= 529(Ioad case 2) Uplift2 =341 (load case 2), 3 =12 (load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =286 BOT CHORD 1-3=-227 NOTES 1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category 11; Exp C; partially;C -C interior zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 Ib uplift at joint 2 and 127 Ib uplift at joint 3. 4) Non Standard bearing condition. Review required. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p10 Vert 1-2=-90.0, 1 -3 =20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1 -22 =1 104.2, 1 -3 =123.9 Horz: 1 -2 =114.2 Job 3K10 Truss J3 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. Job Reference optional) 0037 Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Indu "es, Inc. Mon Nov 24 08:37:19 2003 Page 1 -2-0 -0 3-9 -0 2 -0-0 3-9 -0 'il e= 1:10.8 5.00112 3 2 .✓, 2x4 H I ■ 1 3x4 PI 5 3x6 I 1 3-9 -0 3-9-0 Plate Offsets (X,Y): (2:0- 3- 2,0 -2 -14] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loo) I/defl Lid PLATES GRIP TCLL 30.10 Plates Increase 1.33 TC 0.60 Vert LL n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) 0.08 1 >276 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -0-7 REACTIONS (Ib /size) 4= 120 /Mechanical, 2= 424/0 -7-4, 5= 37/Mechanical Max Horz2 =259 (load case 2) Max Up1i t4r-95(oad case 2), 2 — 523(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-108, 3 -4=33 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at joint 4 and 523 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1 -90.0, 2-5=-20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0 Harz: 1-2=-184.7, 2-4 =-90.7 ,Job ' 3K10 Truss J3A Truss Type ROOF TRUSS Qty 10 Ply 1 AARON BLIJRS. 0038 Job Reference (optional) Best Truss GO., Miami, FI. 5.100 s Mar 25 2003 MITek Industries, Inc. Mon Nov 24 08:37:19 2003 Page 1 -2 -0 -0 3-0-0 2 -0-0 3 -0 -0 le = 1:9.6 5.00112 3 S 2 0 2x4 11 3x4 5 P „ 3x6 11 3-0 -0 3-0-0 Hate Offsets (X,Y): [2:0-3-2,0-2-14] LOADING (post) SPACING 2 -0-0 CSI DEFL in (loc) I/defl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.09 1 >246 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-7-9 REACTIONS (Ib /size) 4=74 /Mechanical, 2= 394/0 -7-4, 5 =29 /Mechanical Max Horz2= 231(load case 2) Max Uplift4 — 35(load case 2), 2 — 527(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-102, 3 -4=18 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 4 and 527 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Reeggular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4= -90.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0 Horz: 1-2=-184.7, 2-4 =-90.7 ,Job 3K10 Truss J3B Truss Type ROOF TRUSS Qty 17 Ply 1 AARON BLDRS. 0039 Job Reference optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MtTek Indus 'es, Inc. Mon Nov 24 08:37:20 2003 Page 1 -2 -0-0 3-0-0 � 4 2 -0-0 3-0-0 le = 1:9.6 5.0012 3 2 0 2x4 11 WO 3x4 5 PI l■-■■ 3x6 11 3-0 -0 3-0-0 Hate Ottsets (X,Y): (2:0- 3- 2,0 -2 -14] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.09 1 >246 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-7-9 REACTIONS (Ib /size) 4= 74/Mechanical, 2= 394/0 -7-4, 5= 29/Mechanical Max Horz2=231(load case 2) Max Uplift4 — 35(oad case 2), 2- 527(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-102, 3 -4=18 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enciosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 4 and 527 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1--90.0, 2 -5 =20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plfl Vert: 1- 2=174.7, 2-4 =80.7, 2-5=-10.0 Horz 1- 2- 184.7, 2-4 =-90.7 Job 31(10 Truss .14 Truss Type ROOF TRUSS 4 Ply AARON BLURS. 1 Best Truss CU., Miami, M. 5.100 s Mar 25200 0040 Job Reference (optional) MiTek Industries, Inc. Mon Nov 24 08:37:20 2003 Page 1 1 -9 -14 1 -9 -14 11 0 -3-10 4-0-0 1 -10 -8 Scale = 1:10.2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.34 BC 0.36 WB 0.14 (Matrix) DEFL in (loc) Vdefl Lid Vert (LL) 0.10 1 >264 360 Vert (TL) 0.09 1 >299 180 Horz(TL) 0.05 3 n/a n/a PLATES MI120 Weight: 14 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 3= 2/Mechanical, 4=- 48/Mechanical, 5= 486/0 -8-0 Max Horz5= 209(load case 2) Max Uplift3= 3(Ioad case 2), 4=- 48(ioad case 1), 5=-780(load case 2) Max Grav3= 2(load case 1), 4= 113(load case 2), 5= 486(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =72, 2 -3=-62 BOT CHORD 1-5=-0, 4-5 =0 WEBS 2-5=-325 BRACING TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip L =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift at Joint 3, 48 Ib uplift at joint 4 and 780 Ib uplift at joint 5. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90.0, 1-4= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=104.2, 1 -5= 123.9, 4-5 =-10.0 Horz 1-3=-114.2 Job 3K10 Truss J5 Truss Type ROOF TRUSS Qty 9 Ply 1 AARON BLDRS. Job Reference optional) 0041 Best Truss CO., Miami, Fl. 5.100 s Mar 25 2003 MITek Indus es, Inc. Mon Nov 24 08:37:21 2003 Page 1 -2 -0-0 5-0-0 1 2 -0 -0 5-0-0 4 •- = 1:12.8 5.00112 3 .S. 2 2x4 11 3x4 IIIII .111111 5 3x6 11 5 -0 -0 5-0-0 Hate Offsets (X,Y): 12:0- 3- 2,0 -2 -14J LOADING ( ssft) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.04 1 >539 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 251b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-8-9 REACTIONS (lb/size) 4= 188 /Mechanical, 2= 481 /0 -7-4, 5= 49/Mechanical Max Horz2= 306(load case 2) Max Uplift4= 180(load case 2), 2= 534(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-123, 3 -4=54 BOT CHORD 2 -5=0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 4 and 534 lb uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert 1 4— 90.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1-2=174.7, 2-4 =80.7, 2-5=-10.0 Holz: 1-2=-184.7, 2-4 =-90.7 Job 3K10 Truss J5A Truss Type ROOF TRUSS Qty 4 Ply 1 AARON BLDRS. 0042 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 24 08:37:22 2003 Page 1 1 -2 -0 -0 5 -0 -0 1 2 -0 -0 5-0 -0 4 1 le = 1:13.3 5.00112 i 3 I 2 2x4 11 3x4 5 P 3x6 11 5-0-0 5-0-0 Plate Offsets (X,Y): 1,2:0- 3- 2,0 -2 -14j LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.04 1 >539 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-8-9 REACTIONS (Ib /size) 4= 188/Mechanical, 2= 481/0 -7-4, 5= 49/Mechanical Max Horz 2= 306(load case 2) Uplift4- 180(load case 2), 2- 534(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =43, 2-3=-123, 3 -4=54 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint 4 and 534 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (1f) Vert: 190.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=174.7, 2-4 =80.7, 2-5=-10.0 Horz: 1-2=-184.7, 2-4 =-90.7 Job 3K10 Truss J6 Best Truss GO., Miami, Fl. N Truss Type ROOF TRUSS 6 -0 -0 3 Ply AARON BLDRS. 1 0043 I Job Reference (optional) 5.100 s Mar 25 2003 Mi I ek Industnes, Inc. Mon Nov 24 08:3f:22 2003 Page 1 6 -0-0 2x4 = 2x4 11 1 -9 -14 F -1 -81 1 -9 -14 0 -3-10 6-0-0 4 3-10 -8 Scale = 1:14.4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.37 BC 0.17 WB 0.16 (Matrix) DEFL in (Ioc) l/defl Ud Vert(LL) 0.06 1 >473 360 Vert (TL) -0.05 1 >498 180 Horz(TL) -0.03 3 n/a n/a PLATES MI120 Weight: 20 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 3= 125 /Mechanical, 4=15 /Mechanical, 5= 520/0 -8-0 Max Horz 5= 303(Ioad case 2) Uplift3= 178(load case 2), 5= 711(load case 2) Grav3= 125(load case 1), 4= 37(load case 2), 5? 520(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =79, 2-3=-84 BOT CHORD 1-5 =0, 4-5 =0 WEBS 2-5=-397 BRACING TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 Ib uplift at joint 3 and 711 Ib uplift at joint 5. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads pif) Vert: 1-a=-90.0, 1-4 =-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Unfform Loads (p10 Vert: 1 -$3 103.6, 1 -5= 123.2, 4-5=-10.0 Horz: 1- 3= -113.6 ,Job 3K10 Truss, J7 Truss Type ROOF TRUSS Qty 4 Ply 1 AARON BLDRS. 0044 Job Reference (optional) Best Truss CO., Miami, FL 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:23 2003 Page 1 -2-0 -0 7 -0 -0 2 -0 -0 7 -0 -0 4 - -= 1:16.7 ti 5.00112 3 • 2 r; NA 0 2x4 1 �: 1141 3x4 3x4 5 3x6 11 7-0-0 7 -0 -0 Plate Offsets (X,Y): 12:0- 3- 2,U -2 -14J LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.21 Vert ('TL) 0.16 1 >142 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-9-9 REACTIONS (Ib /size) 4=288/Mechanical, 2= 581 /0 -7-4, 5=69 /Mechanical Max Harz 2= 376(load case 2) Max Uptift4=- 289(Ioad case 2), 2 =563(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=43, 2-3=-153, 3-4=86 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph: h =20ft; TCDL= 5.0psf; BCDL= 5.0psf: Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 Ib uplift at joint 4 and 563 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (If) Vert: 190.0, 2-5 =20.0 2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-2=174.7, 2- 4=78.9, 2 -5 =10.0 Harz: 1-2=-184.7, 2-4=-88.9 IJob 3K10 Truss J8 Best Truss CO., Miami, FI. Truss Type ROOF TRUSS Ply AARON BLDRS. 2 1 0045 Job Reference (optional) 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:23 2003 Page 1 6 3x4 = 8-5 -0 5 3x6 = 8 -5-0 Scale = 1:21.9 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.27 BC 0.33 WB 0.16 (Simplified) DEFL in (loc) l/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) - 0.21 5-6 >447 180 Horz(TL) -0.00 5 n/a n/a PLATES MI120 Weight: 45 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 5= 464/Mechanical, 6= 440 /Mechanical Max Horz6= 313(Ioad case 2) Uplift5=- 411(load case 2), 6- 176(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =0, 2 -3=-0, 3 -4=-5, 1-6=-162 BOT CHORD 5 -6=337 WEBS 2 -5- 373, 3-5=-223, 2-6=-391 BRACING TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 Ib uplift at joint 5 and 176 Ib uplift at 4) Thjoint 6. is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If). Vert: 1 4 90.0, 5-6=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads pif) Vert: 1-3=77.5, 3- 4= 174.7, 5-6 =10.0 Horz: 1- 3=- 87.5, 3-4= -184.7 Job 3K10 Truss J9 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. Job Reference (optional) 0046 Best Truss CO., Miami, H. 5.100 s Mar 25 2003 Mi fek Industries, Inc. Mon Nov 24 08:37:24 2003 Page 1 I -2 -0-0 I 4-6-0 9 -0 -0 I 1 2 -0-0 4-6-0 4-6 -0 2x4 11 Scale = 1:22.5 • 5 6 i 5.00112 2x4 � 2 . 2x4 1 mm : , / 3x4 7 1110--- 3x6 11 3x6 — 1 9 -0 -0 9 -0-0 Plate Uttsets (X,Y): [2:0- 3- 2,0 -2 -14j LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.00 Plates Increase 1.33 TC 0.60 Vert LL n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) -0.21 2 -7 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-0 -13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-4-2 REACTIONS (lb /size) 2= 655/0 -7-4, 7= 504/Mechanical Max Holz 2 =456 load case 2) Uplift2= (load case 2), 7=- 427(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2 -3 =-461, 3 1 -161, 4-5 =0, 5-6= -5 BOT CHORD 2 -7=405 WEBS 4-7=- 449, 5-7=-223 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 Ib uplift at joint 2 and 427 Ib uplift at joint 7. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 —90.0, 2 -7 =20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= 174.7, 2 -5= 77.1, 5-6= 174.7, 2-7=-10.0 Horz: 1-2=-184.7, 2-5=-87.1, 5-6=-184.7 Job ' 3K10 Truss M1 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLURS. 0047 Job Reference (optional) Best Truss CO., Miami, Fl. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:24 2003 Page 1 I -2-0 -2 2 -1 -13 4 1 2 -0 -2 2 -1 -13 Scale = 1:8.3 3 4.9712 . �2 2x4 II 1 3x4 5 PI 3x8 - 2 -1 -13 1 2 -1 -13 Plate Offsets (X,Y): [2:0- 7- 2,0 -1 -10] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(LL) -0.00 2 -5 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.31 Vert(TL) -0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -1 -13 oc purfns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-5-1 REACTIONS (Ib /size) 2= 373/0 -7-4, 5 =39 /Mechanical Max Horz 2= 314(load case 2) Upiift2=- 619(load case 2), 5= 78(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=43, 2 -3= 107, 3 -4=-31 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 Ib uplift at joint 2 and 78 Ib uplift at joint 5. 4) Non Standard bearing condition. Review required. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert 1 4- 90.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-4=174.7, 2-5=-10.0 Horz: 1- 4= -184.7 ,Job ' 3K10 Truss M2 Truss Type ROOF TRUSS Qty 7 Ply 1 AARON BLDRS. 0048 Job Reference (optional) Best Truss CO., Miami, F . 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:25 2003 Page 1 -2 -0 -0 7 -2 -12 145-8 1 2 -0 -0 7 -2 -12 7 -2 -12 5.00112 2x4 11 Scale = 1:36.3 6 3x6 3x4 4 i N. 2x4 11 2 6. 1 • uI: 3x4 • PM" 3x4 9 8 7 x. 11 3x4 - 3x6 - 2x4 11 1 7 -2 -12 14-5-8 1 1 7 -2 -12 7 -2 -12 I-'late Offsets (X,Y): 12:0- 3- 2,0 -2 -14j LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.60 Plates Increase 1.33 TC 0.91 Vert(LL) -0.01 9 >999 360 MI120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) 0.07 1 >337 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight 81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -3-12 oc purrns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -9-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6 -7 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-10 -2 REACTIONS (lb/size) 7= 787/Mechanical, 2= 962/0 -7-4 Max Horz2= 616(load case 2) Max Uplift7= 570(load case 2), 2=- 679(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2 -3- 942, 3-4=- 942, 4-5 =0, 5-6 =0, 6-7=-319 BOT CHORD 2 -9= 846, 8- 9=846, 7 -8=846 WEBS 4-9= 143, 4-7=-935 NOTES 1) Wind: ASCE 7 -98; 146mph; h=20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 Ib uplift at joint 7 and 679 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 —90.0, 2-7=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2=1174.7, 2-6 =73.6, 2-7=-10.0 Horz: 1-2=-184.7, 2-6 =-83.6 ,Job 3K10 Truss M3 Truss Type ROOF TRUSS Qty 5 PIy 1 AARON BLDRS. 0049 Job Reference (optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:37:26 2003 Page 1 -2 -0-0 3-2 -12 2x4 1 ti 2 -0 -0 3-2 -12 5.00112 3 2 0 4 Ill MI Gale = 1:10.0 2x4 11 IMA 3x4 PI 5 3x6 2x4 11 I I 3-2 -12 3-2 -12 Plate Utfsets (X,Y): [2:0- 3- 2,0 -2 -14j LOADING (psf) TCLL 31.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.60 BC 0.03 WB 0.00 (Simplified) DEFL in (Ioc) I/defl Ud Vert LL n/a - n/a 999 Vert(TL) 0.07 1 >337 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MI120 249/190 Weight 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2 -12 oc purfns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2X4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-7-2 REACTIONS (Ib /size) 5= 170/Mechanical, 2= 344/0 -7-4 Max Horz 2 =236 load case 2) Max UpIi t5 =14 (load case 2), 2==- 411(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=22, 2 -3=11, 3- 4=-11, 4-5=-139 BOT CHORD 2 -5 =0 NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint 5 and 411 Ib uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1 4- 90.0, 2-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-2=174.7, 2-4 =80.7, 2-5 '-10.0 Horz: 1-2=-184.7, 2- 4-90.7 Job ` 3K10 Truss T1 Truss Type ROOF TRUSS Qty 4 ply 1 AARON BLDRS. 0050 ob Reference (optional) Best Truss CO., Miami, H. 5.100 s Mar 25 200 MITek Industnes, Inc. Mon Nov 24 08:37:26 2003 Page 1 1 -2-0 -0 7-4-0 14-5 -8 1 2 -0 -0 7-4-0 7 -1 -8 1 Scale = 1:28.3 4x5 - 4 5.00112 P- ti 2x4 I I 3 5 � o0 01 - W 3x4 3x4 3x4 3x4 3x6 II 8 7 3x6 11 3x4 - 2x4 11 1 7-4-0 14-5 -8 1 7-4-0 7 -1 -8 i Plate Uffsets (X,Y): [22:0- 3- 2,0- 2 -141 [6:0 -3- 11.0 -1-6] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.99 Vert LL -0.07 8 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.35 Vert(TL) 0.07 1 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3- 10-12, Right 2 X 4 SYP No.3 3 -9-13 REACTIONS (lb /size) 6= 795/Mechanical, 2= 970/0 -7-4 Max Horz2= 91(Ioad case 2) Max Uplift6=- 460(load case 2), 2 - 799(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22, 2-3=-949, 3-4=- 949, 4-5=-956, 5-6=-956 BOT CHORD 2- 8=852, 7-8= 852, 6-7 =852 WEBS 4 -8=145 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0p5f BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 Ib uplift at joint 6 and 799 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 1 4 90.0, 4-6=-90.0, 2-6=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= 174.7, 2- 4= 73.6, 4-6 =73.6, 2-6=-10.0 Horz: 1-2=-184.7, 2- 4=- 83.6, 4-6 =83.6 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 190.0, 4-6=-30.0, 2-6=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-30.0, 4-6= -90.0, 2-6=-20.0 Job 3K10 Truss T2 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLURS. Job Reference (optional) 0051 Best Truss CO., Miami, H. 5. 00 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:27 2003 Page 1 2-0 -0� 6 -11 -11 13 -7 -13 20-4 -0 27 -0-3 33-8 -5 40-8 -0 2 -0-0 6 -11 -11 6 -8 -3 6-8-3 6-8 -3 6 -8-3 6 -11 -11 Scale = 1:74.1 5x6 = 6 4x5 4x5 5 7 2x4 // 4x9 , r, 4x9 5.00112 2x4 \\ 34 89 1x4 i2 " ° 10 O : 4x7 = 17 16 15 14 13 12 11 4x7 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 3x6 = 8 -3-11 16 -3-14 24-4 -2 32-4 -5 40-8 -0 l 8 -3-11 8 -0 -3 8-0-3 8-0 -3 8 -3-11 Plate Offsets (X,Y): [1:U- 2- 4,0 -1-0j LOADING ( SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.31 13 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.52 13-15 >922 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight 249 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3 -5-10 oc purl'ns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 6-15 2 X 4 SYP No.2, 6-13 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 10=2217/Mechanical, 2= 2416/0 -7-4 Max Horz2= 105(Ioad case 2) Max Uplift10=- 1255(load case 2), 2= 1642(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =25, 2-3=-4326, 3-4= 4-5= -4076, 5-6=-3224, 6-7=-3240, 7-8=-4170, 8-9=- 4170, 9-10= -4424 -4076, 16-17 =3322, 15-16 =3322, BOT CHORD 2 -17 =3915, 1415 =2549, 13- 14=2549, 12- 13=3352, 11 -12 =3352, 10-11 =4029 WEBS 3-17 =- 361, 5-1758, 5-15=- 840, 6-15= 1020, 6- 13=1056, 7-13=-876, 7 -11= 741, 9-11 =-427 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =201t; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1255 Ib uplift at joint 10 and 1642 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-6- 90.0, 6-10=-90.0, 2-10=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=174.7, 2- 6= 72.3, 6- 10=72.3, 2-10=-10.0 Horz: 1- 2=- 184.7, 2-6 — 82.3, 6- 10=82.3 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-6- 90.0, 6-10=-30.0, 2 -10= -20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -6= 30.0, 6-10=-90.0, 2 -10 =20.0 ,Job 3K10 Truss T3 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0052 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 Mil ek Industnes, Inc. Mon Nov 24 08:37:28 2003 Page 1 1 2 -1-8 1 7 -8-6 13-3 -4 15 -4-12 I 1 I 2 -1 -8 5-6 -14 5 -6 -14 2 -1 -8 Scale = 1:26.9 4x7 - 3 5.00F /b. 2x4 I I 2x4 II c+) 2 4 I Ili c1 mg II 3x4 — 7 9►="611 3x4 - ►;� 7x6 — 3x4 - 7x6 - 1 1 -9-14 2,-1-8 13-3-4 13� 6 -114 15-412 I 1 -9 -14 0 -3-10 11 -1 -12 0 -3-10 1 -9 -14 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 3$.00 Plates Increase 1.33 TC 0.45 Vert LL - 0.04 6-8 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.23 6 -8 >580 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 69 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 8= 812/0 -8-0, 6= 858/0 -8-0 Max Uplift8- 975(load case 2), 6- 952(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-159, 2 -3- 232, 3-4=- 192, 4- 5=-116 BOT CHORD 1 -9= 130, 8-9 =130, 7-8= 471, 6-7= 471, 5-6 =93 WEBS 2-8=-392, 3-8=- 399, 3-6=- 442, 4-6=-398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 sf; BCDL= 5.0psf; Category 11; Exp C; partially;C -C Interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 975 Ib uplift at joint 8 and 952 Ib uplift at joint 6. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: "1 =3=- 90.0, 3-5= 90.0, 5-9=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1 -3== 97.1, 3-5 =97.1, 1 -9= 126.8, 8-9= 116.8, 6-8=-10.0, 5-6 =116.8 Horz: 1- 3- 107.1, 3-5 =107.1 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p10 Vert 1-3=-90.0, 3-5=-30.0, 5-9=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pH) Vert: 1- 33== =- -30.0, 3-5=-90.0, 5-9=-20.0 ,Job 3K10 Truss T4 Truss Type ROOF TRUSS Qty 3 PIy 1 AARON BLDRS. 0053 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:28 2003 Page 1 -2-0 -0 6-6-0 12 -0-12 2 -0-0 6 -6 -0 5.00112 1 4x5 5 -6-12 Scale: 1/2"=1' = 4x7 = 5 N o i 2x4 1 II , 1 1 ..._ 3x4 3x4 73x8 — 6 3 x 6 1 1 2x4 = 6 -6-0 12 -0 -12 I 6-6-0 5-6 -12 Plate Offsets (X,Y): [ 2:U- 3- 2,0- 2- 14J,j/:U- 3- 8,0 -1-8j LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.63 BC 0.25 WB 0.19 (Simplified) DEFL In (Ioc) Udefl L/d Vert(LL) -0.01 7 >999 360 Vert(TL) 0.07 1 >337 180 Horz(TL) 0.01 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-9-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-5-6 REACTIONS (lb/size) 2= 830 /0 -7-4, 6= 655/Mechanical Max Horz2 =156 Toad case 2) Max Upiift2 =72 load case 2), 6=-389(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =22, 2- 3=- 717, 3-4=-717, 4-5=- 694, 5- 6=-601 BOT CHORD 2- 7=640, 6 -7 =0 WEBS 4 -7 =28, 5 -7 =647 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psh, Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724 Ib uplift at joint 2 and 389 Ib uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (10 Vert: 1 4— 90.0, 4-5 =90.0, 2-6=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pIf) Vert: 1-2=174.7, 2-4= 74.9, 4-5 =74.9, 2-6=-10.0 Horz: 1-2=-184.7, 2- 4=- 84.9, 4- 5=84.9 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (if) Vert: 190.0, 4-5 =30.0, 2-6=-20.0 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p1f) Vert 1-4=- 30.0, 4-5=-90.0, 2-6=-20.0 Job 3K10 Truss V12-0 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0054 Job Reference (optional) Best Truss «n CO., Miami, Fl. 5.100 s Mar 25 2003 Mi 1 ek Industries, Inc. 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BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 272/12 -0 -0, 5= 272/12 -0-0, 6= 522/12 -0-0 Max UpIift1- 243(load case 2), 5- 243(load case 2), 6- 375(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-315, 2-3=-244, 3-4=- 244, 4-5=-315 BOT CHORD 1-6= 244, 5-6 =244 WEBS 3-6=-324 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =15ft; TCDL =5.0 BCDL= 5.0psf; Category II; Exp C; partially;C -C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint 1, 243 Ib uplift at joint 5 and 375 Ib uplift at joint 6. 6) is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-4=- 90.0, 4-5 =90.0, 1 -5 -20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=98.8, 2-4=98.8, 4-5 =98.8, 1-5=-10.0 Horz: 1-2=-108.8, 4-5 =108.8 Drag: 3 -4=0.7 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2- 4=- 90.0, 4-5=-30.0, 1-5=-20.0 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-2=-30.0, 2- 4=- 90.0, 4-5 -90.0, 1-5=-20.0 Job 3K10 Truss V12 -0A Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0055 Job Reference (optional) Best Truss CO., Miami, I=1. 5.100 s Mar 25 200 Mi I ek Industries, Inc. Mon Nov 24 08:31:30 2003 Page 1 6-0 -0 12-0 -0 6-0-0 5.00112 . � 4x5 2 = 6 -0 -0 Scale = 1:19.1 3 PM Lob _ k o. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. ❖. • o o. ❖. ❖. ❖: ❖: ❖. ❖. ❖. •. o ❖. •. -. ❖: ❖: ❖. ❖ oo. ❖. ❖. ❖: ❖: : ❖. ❖. ❖. ❖. ❖. ❖. ❖. : . •.-. ❖. ❖. ❖ •. :. e o ❖. •... ❖. ❖ . ❖. ❖. ❖ . ❖. ❖ . ❖. ❖. ❖ . ❖ . ❖ .. •..., .,.,.,.,.,. ❖. •.,.,.,..., ........................ ............................::: •:: • :::: ❖: ❖:: ❖: ❖: ❖: ❖: ❖: • P:: ❖:: •:: ❖: ❖: ❖: •:::: o �: ❖: ❖: ❖: ❖ : ❖: :: . ❖ . ❖ . ❖ . ❖ . ❖ . ❖. ❖ . o o . , . , . , . • . , . , . , . ❖ . ❖ . , . , . ❖ .............. • .. ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . • ... ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . • ... ❖ . ❖ . ❖ . ❖ . ❖ . ❖ .... , . ❖ . ❖ .... . : : : :4: : :,.,.,.,.•.,. ❖.•.., .,,..• ..............o ❖.•.o oo.❖.•...•. .. ❖. ❖. ❖.•o : : : :::..00 ❖. ❖. ❖.o::+* ❖.•.00 ❖.•+x*:• .:::.. o❖.❖ o..❖.❖.❖.•. o❖.❖.❖.❖. o❖.❖.❖ o ..•.... ❖. ❖.,..,..,......... ❖. ❖a ...•...•:•❖.• o..❖.❖ o..• o. •. ❖. •. .• o.. o.❖. . .•.: ... ❖. ❖. . ❖.•... . ❖. ❖4 os ❖4o•o.:❖.•. 4 o.•*..,.,.❖.e❖.❖.❖.❖.,.❖.❖.❖., ...............•.. ❖. ❖. ❖.o. ❖.00. :: ❖: ❖: ❖: ❖: ❖ : ❖: ❖. ❖ . • ... ❖. ❖. ❖. ❖ .. o ❖. ❖. ❖. ❖ . ❖ . •❖... •❖... ❖. ❖. ❖. ❖ . •❖. ❖... ❖. ❖. ❖. . ❖. ❖ o.. : � . . ❖. ❖. • .. .. ❖. •. , . ❖. • .,. , .. •.,...... •, ..................... ..... •. . . ❖. •.. •.. ❖. ❖ . . . •. ❖. . •. 3x4 - 2x4 I I 3x4......._.......... 12 -0 -0 12 -0-0 LOADING (p TCLL 39.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.33 BC 0.09 WB 0.10 (Simplified) DEFL in (Ioc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MI120 249/190 Weight: 381b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 306/12 -0-0, 3= 306/12 -0-0, 4= 548/12 -0-0 Max Uplift1= 201(load case 2), 3= 201(load case 2), 4= 284(toad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=-42, 2 -3=-42 BOT CHORD 1 -4=39, 3-4=39 WEBS 2- 4=-442 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =209; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 1, 201 Ib uplift at joint 3 and 284 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =75.0, 2 -3 =75.0, 1-3=-10.0 Holz: 1- 2= -85.0, 2- 3=85.0 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1 -3 =-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-30.0, 2 -3= -90.0, 1-3=-20.0 Job . , 3K10 Truss V15-0 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0056 Job Reference (optional) Best Truss CO., Miami, H. 5.100 s Mar 25 200 MI fek Industries, Inc. Mon Nov 24 08:37:302003 Page 1 8-0 -0 16 -0-0 8-0 -0 5.00112 1 r � 4x5 = 8-0-0 Scale = 1:25.5 '3 .❖.❖.❖.-.-.•.-.-.-.-.•.-.-.-.❖ .••❖.- . ❖.- .•.- .- .•.-• ❖. ❖. ❖. ❖. -. .•. --.❖.❖.❖.❖.❖.-.-.- vv.-.-.❖.•.-.❖.❖ . ❖.❖.❖. ❖. ❖. ❖.-.•.-. ❖.-. ❖.-.-.-. oavo.•,• ,••- ,-,- •-,- •- ,-•- ❖. ❖.•-,. ❖.,.. .. . .•• ❖ ❖. ❖.•o•..:•:5,:::: ;:;:;:•: 4444•...44444444..•..•••............••4444• ............... ... ❖: ❖: ❖: ❖: ❖: ❖::: ❖: ❖:❖: ❖: ❖: ❖:•. ..: ❖: ❖ : ❖ •: ❖: ❖ : ❖: ❖: ❖. ❖ . ❖. ❖. ❖ . ❖. ❖ . ❖. ❖. ❖. ❖ . ❖. ❖. ❖. ❖. ❖ . ❖. ❖..,. ,.,.,.4. ,. ❖. , . ❖ . 4. ❖ .,., .4. • .,.,. ❖4,44,4. •..., ...................... . ': S; •. o �: : � �: �: �: ❖: ❖: •:: a: a ❖: ❖: ::..;. •0 0 0 •❖. ❖. • ................................................. ............................... •.. ❖.. ❖. ❖. ❖. •❖. •❖. ❖. ❖. ❖. ❖. ❖. •❖ o : :: :: : * :: :;;4,44,4,44 .4,..4........44.44.•.......4.. 00000 ❖..0•.0.4•• ❖.•4 000❖. ❖.0 ❖: :::* :••••4.4•••,,.•4 ❖.0.0. ❖. ❖.•.00 4..•. ..o•••...•4 ❖.•4•....,..444,••4,4...4.4.44. 3x4. 5x6 = 3x4 16-0 -0 16-0-0 Plate Offsets (X,Y): [4:0- 3- 0.0 -3-0J LOADING (psf) TCLL 30 b TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.67 BC 0.19 WB 0.14 (Simplified) DEFL in (loc) I/defl Lid Vert(LL) n/a - n/a 999 Vert (TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MI120 249/190 Weight: 51 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 422/16 -0-0, 3= 422/16 -0-0, 4= 755/16 -0-0 Max Upiift1 '-268(load case 2), 3=- 268(load case 2), 4= 378(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-58, 2-3=-58 BOT CHORD 1 -4=53, 3 -4=53 WEBS 2-4=-610 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 Ib uplift at joint 1, 268 Ib uplift at 5) Thjoint 3 and 378 Ib uplift at joint 4. is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) .. . 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-90.0, 1-3=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=72.9, 2 -3 =72.9, 1-3=-10.0 Horz 1- 2= -82.9, 2 -3 =82.9 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0 Job 3K10 Truss V19-0 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. Job Reference (optional) 0057 Best Truss GO., Miami, . 5.100 s Mar 25 200 Mil ek Industries, Inc. Mon Nov 24 08:37:31 2003 Page 1 1 10 -0 -0 20-0 -0 2x4 2 1 10 -0 -0 5.00112 ii 1 4x7 = 3 10 -0-0 2x4 1 Scale: 3/8 " =1 11 4 5 D U s ;...•❖❖❖❖.r❖*AR A❖o❖❖o❖❖❖❖❖oo❖❖❖❖o- AM ❖❖.❖❖❖ .❖❖ ❖❖❖❖ ❖❖❖❖ ❖: ❖❖❖❖❖: ❖❖❖❖6 .. ... ........... .. . . .. . o . . o ❖ o . ❖❖. ❖o• ❖,, ... ❖ 3x4 3x4 2x4 11 2x4 11 3x4 = 2x4 11 20 -0-0 20 -0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.41 BC 0.09 WB 0.15 (Matrix) DEFL in (loc) Udefl Lid Vert LL n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 5 n/a n/a PLATES GRIP MII20 249/190 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2X4SYPNo.3 REACTIONS (Ib /size) 1= 130/20 -0-0, 5= 136/20 -0-0, 8= 611/20 -0-0, 9= 574/20 -0-0, 6= 552/20 -0-0 Max Horz 1= 72(load case 2) Max Upfrftl=- 42(Ioad case 2), 5=- 399(load case 2), 8= 297(load case 2), 9=-392(load case 2), 6- 401(load case 2) Max Grav1= 130(load case 1), 5= 136(load case 1), 8= 611(load case 1), 9= 606(ioad case 3), 6= 583(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-98, 2-3=-173, 3-4=- 173, 4-5=-97 BOT CHORD 1 -9=0, 8-9 =0, 7 -8 =0, 6 -7 =70, 5-6 =70 WEBS 3-8 =-514, 2 -9 =-461, 4 6-463 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 Ib uplift at joint 1, 39 Ib uplift at joint 5 297 Ib uplift at joint 8, 392 Ib uplift at joint 9 and 404 Ib uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- - -90.0, 3-5= -90.0, 1-5=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=72.3, 3-5 =72.3, 1-5=-10.0 Horz: 1-3=-82.3, 3-5 =82.3 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90.0, 3-5 =30.0, 1 -5 =20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-30.0, 3-5 =90.0, 1 -5 =20.0 Job 3K10 Truss V23-0 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0058 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MI fek Industries, Inc. Mon Nov 24 08:37:32 2003 Page 1 1 12 -0 -0 24-0 -0 1 12 -0 -0 12 -0 -0 Scale = 1:38.2 5.00112 4x7 = 4 3x4 L' 4 3x4 3 5 2x411 - *• 2x4 11 2 6 1 7 0 N o . • o v . ❖ . •... ❖ 4 o . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ • ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ . ❖ ... ❖ . ❖ . • o v . ❖ . ❖ . • o. o ❖ . ❖. ❖. ❖ . ❖ . ❖ . ❖ . ❖ . • 0 0 0 0. ❖ . ❖. ❖ . ❖ . ❖ . ❖ . ❖ . • • ❖ . • • ❖ . ❖ . ❖ . ❖. ❖ . ❖. ❖ . ❖ . ❖ . • • • • • • • • • • t...❖.❖.❖.❖.❖.•. o.❖.❖.❖.•. o•. s❖.❖.•... o❖. o❖.•. oo❖.• o.❖. o❖.❖.•. o❖.• .o.•• ❖. ❖. ❖o.❖. ❖.e. ❖.❖. ❖. ❖. ❖.•.. ❖.❖.❖.• o..❖...❖.❖.•.. o•...••• o. o•.. o❖ o. o❖.❖.• o. o❖. •.o•... ❖. ❖. ❖. ❖..o ❖. ❖.❖. ❖. ❖. ❖.•o :.:.:..:.:.. s s:.:.:.:.: ¢.:.:.:.: ¢ ¢.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. s �.:.:. :. s:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ::.:.:.:.:.: r ❖. ❖. o ❖. ❖. •.. s:.:.:.:.: c ¢.:.. a:.:.:.:.:...:.:. ¢. s:.:.:.:...:::.:.:.:.:.: ¢.:. s:..:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: e..:.:.:.:.:. ❖. o •... ❖. • o 3x4 10 9 8 3x4 2x4 11 5x6 = 2x4 11 24-0 -0 24-0 -0 Plate Utfsets (X,Y): [9:0 -3-0,0 -3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 84 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 242/24 -0-0, 9= 607/24 -0-0, 10= 695/24 -0 -0, 8= 695/24 -0-0, 1= 242/24 -0-0 Max Uplift7= 121(load case 2), 9= 196(load case 2), 10=- 483(load case 2), 8=- 483(load case 2), 1 =121(load case 2) Max Grav7= 242(load case 1), 9= 607(load case 1), 10= 717(load case 3), 717(load case 4), 1= 242(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =54, 2-3=-155, 3 -4=53, 4 -5=53, 5-6=-155, 6-7=-128 BOT CHORD 1- 10=47, 9- 10=47, 8 -9=47, 7-8=47 WEBS 4-9=-500, 2-10=-544, 6- 8=-544 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 7, 196 Ib uplift at joint 9, 483 Ib uplift at joint 10, 483 Ib uplift at joint 8 and 121 Ib uplift at joint 1. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1-4=- 90.0, 4-7=-90.0, 1 -7 =20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=72.3, 4-7 =72.3, 1 -7 =10.0 Horz: 1- 4=- 82.3, 4-7 =82.3 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (If) Vert: 190.0, 4-7 =30.0, 1 -7 =20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1- 4=- 30.0, 4-7 =90.0, 1-7=-20.0 Job 3K10 Truss V4-0 Best Truss GO., Miami, FI. Truss Type ROOF TRUSS 2 -0 -0 2 PIy 1 AARON BLDRS. 0059 Job Reference (optional) 3x4 — 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:37:32 2003 Page 1 4-0-0 2 -0 -0 5.00112 2 2-0-0 Scale = 1:6.4 1 2x4 4-0-0 2x4 4-0 -0 LOADING ICU-. TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plaumbetes Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.03 17BC 0.03 .13 0.00 (Simplified) DEFL in (ioc) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES M1120 Weight 10 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (Ib/size) 1= 140/4 -0-0, 3= 140/4 -0 -0 Max Upiift1= 90(load case 2), 3= 90(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =-149, 2-3=-149 BOT CHORD 1 -3=137 BRACING TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied dr 10-0 -0 oc bracing. NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 1 and 90 Ib uplift at 5) Thjoint 3. is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Loads Lumber Increase =1.33, Plate Increase =1.33 Vert 1 -22=- -90.0, 2-3=-90.0, 1 -3 =-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads pif) Vert 1-2=80.7, 2 -3 =80.7, 1-3=-10.0 Horz: 1-2=-90.7, 2- 3=90.7 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -2 =90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-2=-30.0, 2-3=-90.0, 1-3=-20.0 Job 3K10 Truss V4-0A Best Truss CO., Miami, FI. Truss Type ROOF TRUSS 4-0 -0 Qty Ply AARON BLDRS. 0060 Job Reference (optional) 5.100 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:37:33 2003 Page 1 4-0-0 2 2x4 I 1 2x4 4-0-0 4-0 -0 Scale =1:8.3 LOADING ( sf) TCLL 0.6 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 amt Increas 1.33 LumberPlt Increas 1.33 Rep Stress Incr e e YES Code FBC2001 /ANSI85 CSI TC 0.12 BC 0.02 WB 0.00 (Simplified) DEFL Vert( LL) Vert(n) Horz(TL) in (loc) Udefl n/a - n/a 0.00 n/a Ud 999 999 n/a PLATES MI120 Weight 13 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 172/4 -0-0, 3= 172/4-0 -0 Max Horz 1= 118(load case 2) Max Uplift1- 86(load case 2), 3- 135(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=-0, 2-3=-141 BOT CHORD 1 -3=0 BRACING TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 Ib uplift at joint 1 and 135 Ib uplift at 4) Thjoint 3. is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -2- -90.0, 1-3=-20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=80.7, 1-3=-10.0 Horz: 1-2=-90.7 ,Job 3K10 Truss V5-0 Best Truss CO., Miami, Fl. Truss Type ROOF TRUSS 6 -0 -0 Ply 1 1 AARON BLDHS. 0061 Job Reference (optional) 5.100 s Mar 25 2003 Mi 1 ek Indusiries, Inc. Mon Nov 24 08:37:33 2003 Page 1 6-0-0 2x4 I I 3 2x4 2x4 II 6-0-0 2x4 I I 6-0-0 Scale = 1:13.8 TGLL (0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress her YES Code FBC2001 /ANSI95 CSI TC 0.14 BC 0.03 WB 0.09 (Matrix) DEFL in (loc) Vdefl Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.00 n/a L/d 999 999 n/a PLATES MI120 Weight 21 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 84/6 -0-0, 4= 124/6 -0-0, 5= 356/6 -0-0 Max Horz 1 =192 (load case 2) Max Upiift4 =97( oad case 2), 5= 276(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2=52, 2 -3=29, 3-4 =-102 BOT CHORD 1 -5=0, 4-5=0 WEBS 2-5= -291 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf BCDL= 5:0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint 4 and 276 Ib uplift at joint 5. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90.0, 1- 4=20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads pI Vert: 1-3=80.0, 1-4= -10.0 Horz: 1-3=-90.0 Job 3K10 Truss V7-0 Best Truss CO., Miami, I-1. Truss Type ROOF TRUSS 8-0-0 Qty 1 Ply AARON BLDRS. 1 0062 Job Reference (optional) 5.100 s Mar 25 200 MiTek Industnes, Inc. Mon Nov 24 08:37:34 2003 Page 1 8-0 -0 2x4 I I 2x4 2x4 I I 8-0 -0 2x4 I I 8-0-0 Scale = 1:17.5 LOADING ( TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.26 BC 0.06 WB 0.13 (Matrix) DEFL in (Ioc) Udefl Lid Vert LL n/a - n/a 999 Vert TL n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES MI120 Weight: 29 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 126/8 -0-0, 4= 166/8 -0-0, 5= 492/8 -0-0 Max Horz1= 261(load case 2) Upfrft4=- 126(Ioad case 2), 5 — 372(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =74, 2 -3=39, 3- 4=-136 BOT CHORD 1 -5 =0, 4-5 =0 WEBS 2- 5=-403 BRACING TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed;C -C interiorzone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Ib uplift at joint 4 and 372 Ib uplift at joint 5. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-3=-90.0, 1-4 =-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=77.9, 1-4 =-10.0 Horz: 1-3 =-87.9 ,Job ` 3K10 Truss V8-0 Truss Type ROOF TRUSS Qty 2 Ply 1 AARON BLDRS. 0063 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s ar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:37:35 2003 Page 1 i 4-0 -0 8-0-0 1 4-0 -0 4-0 -0 Scale = 1:12.7 4x5 — 2 5.00 112 1 it _.iiiiiiiiillft1 . . .❖ :: . . . ....1..... - ❖•. ❖ ❖❖- . - . ❖-. .❖. ❖- . ❖- . ❖❖- . . •-❖ . - 4.11; ❖ ..• ❖- . . - .❖ .❖ ... ❖ ❖ . . . ❖ o ❖ . o. ❖ ..1.T.. . ❖❖ . ❖. . . ❖ ❖ ❖ o ❖ ❖. o : ❖: ❖: ❖: - : - ❖❖: ❖❖ : ❖ ❖ : •:: , v ❖ : • • • • •. •. •. • . •. •❖ • . o ❖•. ❖ -:it:: . . .. ❖- ❖ ❖ . -. .. .❖ .. .. ❖ . ❖.. ❖ ❖ .. ❖❖ . .. • . .. 4....: . ❖.❖ ❖ •. o o❖ ❖ .❖ ❖ ❖❖ ...•❖. . . . ❖ . o. . . ❖ o❖ .❖.. . .❖ o . . •❖ ❖ ..❖ .❖ . .•.❖ . ..❖ ❖ . . . ❖ . ❖ . . ❖❖ . ❖ . . .......... ❖ •. . .. . ❖ ❖. ilk . o. .1.4.: . • ❖❖ . ❖:❖ ❖: ❖: ❖❖•❖❖❖❖:• ❖. o•. ❖s•. ❖o. ❖❖o,,:: • •.,. o ❖ •.o❖ o . ❖❖ ❖ . ... • . o . ❖ ❖ . ❖ ❖ ❖ . o .: . . ❖ . ❖ . . ❖ ❖ o . ❖ . . . •o. • ❖ . . . • ❖ .....4.... . ❖. • ❖.. ... . ❖❖❖ ❖ , ❖ . . ❖ ❖ ❖ ❖ . ❖ . ❖ . ❖ ❖ .❖ ❖ . ❖ . ❖ . . ❖ . ❖ . •.❖ •. .❖.. • .. ❖ ❖ . . ❖ o❖ . . . . ❖ . . ❖ . oo .o.. . . . . . . . . . ❖.. . : .❖ . .. . . ,.❖. .❖.❖.. . .❖ ❖❖❖❖ ❖ m❖o ❖. ❖❖❖❖ ❖❖❖ ❖❖❖❖ ❖❖❖❖❖❖�t❖❖ ❖❖❖.:❖❖❖❖❖. ..t•❖• ❖. ❖❖. • . . ... •••❖❖.❖❖❖.❖. 2x4 2x4 I I 2x4 8 -0-0 8-0 -0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) Na - Na 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC2001 /AN8195 (Simplified) Weight 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS Ib /size) 1= 190/8- 0 -0, 3= 190/8 -0-0, 4= 340/8 -0-0 Max Uplift1- 130(load case 2), 3- 130(load case 2), 4- 184(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-26, 2-3=-26 BOT CHORD 1 -4=24, 3 -4=24 WEBS 2- 4=-274 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =20ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;C -C interior zone :Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 Ib uplift at joint 1, 130 Ib uplift at joint 3 and 184 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 -90.0, 2 -3 -90.0, 1-3=-20.0 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2– =77.9, 2 -3 =77.9, 1-3=-10.0 Horz: 1- 2= -87.9, 2- 3=87.9 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90.0, 2-3=-30.0, 1-3=-20.0 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 -30.0, 2- 3= -90.0, 1-3=-20.0 Best Truss Company To: 7035 SW 44 ST AARON BLDRS. Miami FL 33155 Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: Deliver To: Deliver To Address3 Tentative Delivery Date: Truss List Job Page: 1 of 1 Date: 11/24/03 Project 3K10 -F Account No: Designer: btc Salesperson Quote Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0026 Total: 26 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61 G15 -31 section 003 of The Florida Board of Professional Regulations. Truss 0001 FL1 0005 FL13 0009 FL4 0013 FL8 0017 FLG11 0021 FLG5 0025 FLG8 Truss Truss Truss 0002 FL10 0003 I-L11 0004 FL12 0006 FL14 0007 FL2 0008 FL3 0010 FL5 0011 FL6 0012 FL7 0014 FL9 0015 FLG1 0016 FLG10 0018 FLG2 0019 FLG3 0020 FLG4 0022 FLG5A 0023 FLG6 0024 FLG7 0026 FLG9 BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 Project: Model: Block No: Lot No: To: No Name Found. Production List Job Number. Page: Date: Project ID: 1 11 -24 -2003 - 8:35:09 AM 3K10 -F Contact: Site: Office: Name: Phone: Fax: Tentative Delivery Date: Deliver To: Account No: Designer. mtm Salesperson: Quote Number Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 3 FL1 81 lbs. each 17 -4 -12 ROOF TRUSS 1 -6 -0 0.00 0.00 0 -0 -0 0 -0 -0 39 BF -Ea 116 Total 1 FL10 28 Ibs. each 5 -7 -8 FLOOR 1 -6 -0 0.00 0.00 0 -4 -4 0 -4 -4 14 BF -Ea 14 Total 1 FL11 51 lbs. each 11 -1 -0 FLOOR 1 -6 -0 0.00 0.00 0 -3 -0 0 -3 -0 25 BF -Ea 25 Total I I G 10 FL12 52 Ibs. each 11 -5 -4 FLOOR 1 -6 -0 0.00 0.00 0 -0 -0 0 -3 -0 25 BF -Ea 253 Total 18 FL13 53 lbs. each 11 -8 -4 FLOOR 1 -6 -0 0.00 0.00 0 -0 -0 0 -6 -8 26 BF -Ea 468 Total 3 FL14 42 lbs. each 8 -11 -4 FLOOR 1 -6 -0 0.00 0.00 0 -0 -0 0 -0 -0 20 BF -Ea 60 Total 1 FL2 79 lbs. each 16 -9 -5 ROOF TRUSS 1 -6 -0 0.00 0.00 0 -0 - -0 0 -4 -4 s0 -7 -7 37 BF -Ea 37 Total 1 FL3 73 lbs. each 15 -5 -5 ROOF TRUSS 1 -6 -0 0.00 0.00 0 -0 -0 0 -4 -4 s1 -11 -7 35 BF -Ea 35 Total 1 FL4 6716s. each 14 -1 -5 ROOF TRUSS 1 -6 -0 0.00 0.00 0 -0 -0 0 -4 -4 s3 -3 -7 33 BF -Ea 33 Total 18 FL5 53 lbs. each 11 -6 -0 FLOOR 1 -6 -0 0.00 0.00 0 -6 -8 0 -3 -0 27 BF -Ea 480 Total 1I 25 FL6 61 lbs. each 13 -5 -4 FLOOR 1 -6 -0 0.00 0.00 0 -3 -0 0 -0 -0 29 BF -Ea 733 Total 16 FL7 68 Ibs. each 15 -1 -8 FLOOR 32 Rows Lat B race 1 -6 -0 0.00 0.00 0 -0 -0 0 -0 -0 33 BF -Ea 533 Total 1 FL8 52 lbs. each 10 -11 -8 FLOOR 1 -6 -0 0.00 0.00 0 -4 -4 0 -4 -4 25 BF -Ea 25 Total 1 FL9 41 lbs. each 8 -3 -8 FLOOR 1 -6 -0 0.00 0.00 0 -4 -4 0 -4 -4 19 BF -Ea 19 Total J L 2 FLG1 (1) 2 -Ply 43 lbs. each 7 -7 -8 2X6/2X6 ROOF TRUSS 1 -6 -0 0.00 0 -0 -0 0.00 0 -0 -0 21 BF -Ea 43 Total L i 3 -Yly FLG11 49 lbs. each 8 -8 -12 FLOOR 2X6/2X6 1 -6 -0 0.00 0 -0 -0 0.00 0 -0 -0 23 BF -Ea 69 Total 2 2 J (1) 2-Ply FLG2 75 lbs. each (1) 2 -Ply FLG3 22 Ibs. each 15 -8 -4 2X6/2X4 ROOF TRUSS 3 -9 -13 2X6/2X6 ROOF TRUSS 1 -6 -0 0.00 0.00 1 -6 -0 '0.00 0.00 0 -0 -0 0 -0 -0 35 BF -Ea 71 Total 0 -0 -0 0 -0 -0 11 BF -Ea 21 Total 2 (1) 2 -Ply FLG4 65 lbs. each 13 -8 -4 2X6/2X4 FLOOR 1 -6 -0 0.00 0.00 0 -0 -0 0 -0 -0 31 BF -Ea 63 Total 3 (1) 3 -Ply FLG10 37 lbs. each 6 -5 -4 2X6/2X6 FLOOR 1- 6 - 0 0.00 0.00 0 -0 -0 0 -0 -0 s 0 - 0 -12 19 BF -Ea 58 Total ' _ J L L i 3 -Yly FLG11 49 lbs. each 8 -8 -12 FLOOR 2X6/2X6 1 -6 -0 0.00 0 -0 -0 0.00 0 -0 -0 23 BF -Ea 69 Total 2 2 J (1) 2-Ply FLG2 75 lbs. each (1) 2 -Ply FLG3 22 Ibs. each 15 -8 -4 2X6/2X4 ROOF TRUSS 3 -9 -13 2X6/2X6 ROOF TRUSS 1 -6 -0 0.00 0.00 1 -6 -0 '0.00 0.00 0 -0 -0 0 -0 -0 35 BF -Ea 71 Total 0 -0 -0 0 -0 -0 11 BF -Ea 21 Total 2 (1) 2 -Ply FLG4 65 lbs. each 13 -8 -4 2X6/2X4 FLOOR 1 -6 -0 0.00 0.00 0 -0 -0 0 -0 -0 31 BF -Ea 63 Total BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 To: No Name Found. Production List Job Number Page: 2 Date: 11 -24 -2003 - 8:35:10 AM Project ID: 3K10 -F Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer. mtm Salesperson: Quote Number. Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2 (1) 2 -Ply FLG5 70 lbs. each 15 -1 -0 2X6/2X4 FLOOR 1- 6 - 0 0.00 0.00 0 -0 -0 0 -0 -0 34 BF -Ea 68 Total _ �_� r' 4 (2) 2-Ply FLGSA 95 lbs. each 15 -0 -8 2X6/2X6 FLOOR 1 - 6 - 0 0.00 0.00 0 -0 -0 0 -0 -0 47 BF -Ea 188 Total r a 1 ,— 3 (1) 3-Ply FLG6 49 lbs. each 8- 8 -12 2X6/2X6 FLOOR 1- 6 - 0 0.00 0.00 0- 0- 0 0- 0- 0 23 BF -Ea 69 Total 6 (2) 3 -Ply FLG7 112 lbs. each 17 -7 -4 2X6/2X6 FLOOR 1- 6 - 0 0.00 0.00 0 -0 -0 0 -0 -0 53 BF -Ea 320 Total "' "' —, 3 (1) 3 -Ply FLG8 57 lbs. each 10 - 0 - 2 2X6/2X6 FLOOR 1- 6 - 0 0.00 0.00 0 - 0 - 0 0 - 0 - 0 29 BF -Ea 88 Total iwal� 2 (1) 2 -Ply FLG9 44 lbs. each 8 -11 -4 2X6/2X4 FLOOR 1- 6 - 0 0.00 0.00 0 -0 -0 0 -0 -0 20 BF -Ea 40 Total �� , ,Job , 3K10 -F Truss FL1 Truss Type ROOF TRUSS Qty 3 PIy 1 AARON 6LDRS. 0001 Job Reference (optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:38:32 2003 Page 1 5 -10 -3 11 -6-9 17 -4-12 1 1 1 5 -10-3 5-8 -7 5-10 -3 Scale = 1:30.3 4x9 - 2x4 I1 5x6 - 4x9 - 1 2 3 4 • ■ • • ■ 8 7 6 5 2x4 11 5x12 = 3x10 - 2x4 11 1 5 -10 -3 11 -6-9 17-4-12 1 1 1 5-10 -3 5-8 -7 5 -10-3 Plate Offsets (X,Y): [3:0- 3- 0,0 -3-0), [6:0- 3- 8,0 -1 -8), [7:0- 3- 4,0 -3-0] LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert LL 0.30 6-7 >680 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) - 0.29 6-7 >699 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 82 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-1 -7 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -6-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8= 627/Mechanical, 5=627/Mechanical Max Uplift8= 560(load case 2), 5= 560(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-8 =-586, 1 -2 =2043, 2-3=-2043, 3-4=-2028, 4-5=-586 BOT CHORD 7- 8=240, 6- 7= 2071, 5-6 =246 WEBS 1 -7 =1842, 2-7=-360, 3-7=-29, 3-6=-364, 4-6 =1821 NOTES 1) Wind: ASCE 7 -98; 146mph; h =1 Oft; TCDL= 5.Opsf; BCDL= 3.0psf; Category II; Exp C; partially;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 Ib uplift at joint 8 and 560 Ib uplift at 5) Thjoint 5. is truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (If) Vert: 1-4=-66.7, 5 8- 6.7 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads ( I Vert: 1 9.5, 5- 8=-4.0 ,Job 3K10 -F Truss FL10 Truss Type FLOOR Qty 1 PIy 1 AARON BLDRS. 0002 Job Reference (optional) Best Truss GO., Miami, FI. 5.100 s Mar 25 2003 Mi I ek Industnes, Inc. Mon Nov 24 08:38:33 2003 Page 1 -0-4 -4 1 5-7 -8 11 -11I 15- 0-4-4 5 -7-8 0-4-4 Scale = 1:11.1 4x7 — 1 2 4x7 - 3 4 so 1 r 72x4 II 63x4 - 52x4 11 1-0-4-41 2 -9 -12 5 -7-8 5-11 -111 1 0-4-4 2 -9 -12 2 -9-12 0-4-3 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.80 Vert(LL) -0.01 7 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.01 6 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (lb /size) 1= 219/0 -3-9, 4= 219/0 -3-9 FORCES (lb) - First Load Case Only TOP CHORD 2 -7 =30, 1 -2=-0, 2 -3- 170, 3-4=0, 3-5 =30 BOT CHORD 6-7= 197, 5-6 =197 WEBS 2- 6=-30, 3-6=-30 NOTES , 1) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 2) Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-2=-66.7, 2-3=-66.7, 3-4=-66.7, 5- 7=-6.7 LJob 3K10 -F Truss FL11 Truss Type FLOOR Qty 1 Ply 1 AARON BLDRS. 0003 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:33 2003 Page 1 -0-3-0 0 4-2 -10 6 -6-2 11 -1-0 111 �0 0 I I -3-0 4-2 -10 2 -3-8 4-6-14 0-3-0 Scale = 1:20.7 2x4 11 2x4 11 7x6 — 17x6 - 2 3 4 4 VA 8 7 63x6 - 5 2x4 11 3x4 = 2x4 I I -9-3T° 42 -10 6 -6 -2 11 -1-0 11-4-0 0 I I -3 -0 4-2 -10 2 -3-8 4 -6-14 0 -3-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.04 6 -7 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) - 0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.02 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 51 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 396/0 -2-8, 4= 396/0 -2 -8 FORCES (lb) - First Load Case Only TOP CHORD 1 -8=26, 1-2=-858, 2- 3=- 858, 3-4=-858, 4-5=34 BOT CHORD 7- 8= 117, 6-7= 858, 5-6 =147 WEBS 1 -7 =773, 2-7=-202, 3-6=-201, 4-6 =737 NOTES 1 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 4. 2 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 3 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 1- 66.7, 5- 8 =-6.7 ,Job 3K10 -F Truss FL12 Truss Type FLOOR Qty 10 Ply 1 AARON BLDRS. 0004 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25-2003 Mi I ek Industnes, Inc. Mon Nov 24 U8:38:33 2003 Page 1 4 -6-14 6 -10-6 11-5 -4 11 -84 1 1 4-6-14 2 -3-8 4 -6-14 0 -3-0 Scale = 1:20.2 2x4 11 2x4 11 7x6 = 7x6 - 2 3 4 .; A 8 7 63x6= 5 2x4 11 3x6 = 2x4 11 4-6 -14 6 -10-6 11 -5-4 1 I 4-6-14 2 -3-8 4 -6-14 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) - 0.05 6-7 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) - 0.07 6-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2001 /ANS195 (Matrix) Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8= 409/Mechanical, 4-409/0 -2 -8 FORCES (lb) - First Load Case Only TOP CHORD 1-8=-377, 1-2=-918, 2-3=-918, 3-4=-918, 4-5 =32 BOT CHORD 7- 8= 144, 6-7= 918, 5 -6=143 WEBS 1 -7 =803, 2-7=-206, 3-6=- 206, 4-6 =803 NOTES 1 Refer to girder(s) for truss to truss connections. 2 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (If) Vert 16.7, 5- 8= -6.7 4Job 3K10 -F Truss FL13 Truss Type FLOOR Qty 18 Ply 1 AARON BLDRS. 0005 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:34 20U3 Page 1 46-14 6 -10 -6 11-8 -4 12-2-1? I I 4-6 -14 2 -3-8 4-9-14 0-6-8 Scale = 1:20.9 5x6 = 2x4 11 7x6 = 13x6 - 2 3 4 OM r 8 7 63x6 - 5 2x4 11 3x6 = 2x4 11 I 4 -6-14 6 -10-6 11 -8-4 12- 2 -1?l. I 4-6-14 2 -3-8 4 -9-14 0 -6-8 Plate Offsets (X,Y): 12:0 -1- 12,0 -3-0] LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.58 BC 0.30 WB 0.34 (Matrix) DEFL in (loc) Udefl Lid Vert LL - 0.06 6-7 >999 360 Vert(TL) - 0.08 6-7 >999 180 Horz(TL) -0.01 4 n/a n/a PLATES GRIP MI120 249/190 Weight: 54 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 8= 418/Mechanical, 4= 418/0 -6-0 FORCES (lb) - First Load Case Only TOP CHORD 1-8=-388, 1-2=-962, 2-3=-962, 3-4=- 962, 4-5 =35 BOT CHORD 7-8= 141, 6-7= 962, 5-6 =163 WEBS 1 -7 =851, 2 -7- 210, 3-6=-210, 4-6 =825 NOTES 1 } Refer to girder(s) for truss to truss connections. 2 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 3 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (If) Vert: 16.7, 5- 8=-6.7 Job 3K10 -F Truss FL14 Truss Type FLOOR Qty 3 Ply 1 AARON BLDRS. 0006 Job Reference (optional) Best Truss CO., Miami, Fl. 5.100 s Mar 25 200 Mi I ek Industries, Inc. Mon Nov 24 08:38:34 2003 Page 1 4-5 -10 8 -11-4 4-5-10 4-5 -10 Scale = 1:15.3 2x4 1 1 3x6 - 2x4 1 I 1 2 3 ik 5 3x6= 4 3x6 - 8 -11-4 8 -11-4 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.11 4-5 >923 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-11 -4 oc purrns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 5= 317/Mechanical, 4= 317 /Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1 -5 =114, 1 -2 =0, 2 -3=0, 3- 4=-114 BOT CHORD 4-5 =624 WEBS 2 -5 =-648, 2 4- 848 NOTES 1 Refer to girder(s) for truss to truss connections. 2 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 3 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert 1- - -66.7, 4-5 =-6.7 • Job 3K10 -F Truss FL2 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0007 Job Reference optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 24 08:38:34 2003 Page 1 5-10 -3 11 -6-9 16-9 -5 17-1-9 1 1 5 -10 -3 5-8-7 5-2 -12 0-4-4 Scale = 1:29.9 3x10 - 5x6 = 3x6 - 6x10 = 1 2 3 4 • ' a 8 7 6 5x8 - 5 2x4 11 4x12 = 2x4 II 5 -10 -3 11 -6-9 16 -9 -5 1 1 5 -10-3 5-8-7 5-2 -12 Plate Offsets (X,Y): [2:0-3-0,0-3-0], [4:0-3-8,0-3-0], [6:0- 2- 8,0 -3-0] LOADING ( TCLL TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.81 BC 0.57 WB 0.86 (Matrix) DEFL in (loc) Vdefl Ud Vert(LL) 0.24 6-7 >817 360 Vert(TL) - 0.25 6-7 >781 180 Horz(TL) -0.01 4 n/a n/a PLATES GRIP MI120 249/190 Weight 79 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2 -5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 8=604/Mechanical, 4 =604/0 -3-12 Max Uplift8=- 497(Ioad case 2), 4=- 497(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-8=-563, 1-2=-1944, 2-3=-1944, 3-4=- 1837, 4-5 =37 BOT CHORD 7 -8= 234, 6-7= 1837, 5 -6=186 WEBS 1 -7 =1749, 2-7=-371, 3-7= 110, 3-6=-374, 4-6 =1697 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.0psf; Category It Exp C; partially;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 Ib uplift at joint 8 and 497 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert 1- 4=- 66.7, 5- 8=-6.7 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pifl Vert 1-4 =64.4, 5- 8=-4.0 ,Job ■ 3K10 -F Truss FL3 Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0008 Job Reference optional) Best Truss CO., Miami, I. 5.100 s Mar 25 200 MiTek Indu es, Inc. Mon Nov 24 08:38:34 2003 Page 1 1 5 -10 -3 11 -6 -9 15-5 -5 1)5-9 9 1 1 5 -10 -3 5-8 -7 3 -10 -12 0-4-4 Scale = 1:27.4 3x8 = 2x4 11 5x6 = 7x6 — 1 2 3 4 ao • El' ° 11 9 8 7 6 5 2x4 11 4x9 - 3x4 - 3x4 = 2x4 I I 1 5 -10 -3 11-6 -9 15 -5-5 1�5 -9� 9 1 1 5-10 -3 5 -8-7 3 -10-12 0-4-4 Plate Utfsets (X,Y): (3:0- 3- 0,0 -3-U] LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) Vdefl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) 0.17 6-8 >999 360 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) -0.18 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib /size) 9= 556 /Mechanical, 4= 556/0 -3-12 Max Uplift9- 460(load case 2), 4=- 460(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-9=-515, 1-2=-1714, 2 -3=- 1714, 3-4= -1370, 4-5=26 BOT CHORD 8-9 =226, 7 -8= 1416, 6-7= 1416, 5 -6==97 WEBS 1 -8 =1521, 2 -8=- 369, 3-8= 305, 3-6=-389, 4-6 =1337 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.Opsf; Category 11; Exp C; partially;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 9 and 460 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-4=- 66.7, 5- 9=-6.7 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 . Uniform Loads (p1f) Vert: 1-4 =64.7, 5- 9=-4.0 ,Job 3K10 -F Truss FL4. Truss Type ROOF TRUSS Qty 1 Ply 1 AARON BLDRS. 0009 Job Reference (optional) Best Truss CO., Miami, H. 5.100 s Mar 25 2003 Mi 1 ek Industries, Inc. Mon Nov 24 08:38:35 2003 Page 1 1 5-10 -3 11 -6-9 14-1 -5 145 �9 � 5-10 -3 5-8 -7 2 -6-12 0-4-4 Scale = 1:25.0 Fp 2x4 11 3x8 = 3x4 = 3x6 = 7x6 = 1 2 3 4 5 a 10 9 8 7 6 2x4 11 3x10 = 3x4 = 3x4 = 2x4 11 5-10 -3 11 -6-9 14-1 -5 145 �9 1 1 1 5-10 -3 5-8 -7 2 -6 -12 0-4-4 LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) 0.13 7 -9 >999 360 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.13 7 -9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-10-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -11-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 10= 507/Mechanical, 5= 507/0 -3-12 Max Up!ift10= 422(load case 2), 5= 422(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -10 =-467, 1 -2 =1489, 2-3=-1489, 3-4=- 1489, 4-5=-961, 5-6 =8 BOT CHORD 9-10= 217, 8- 9=961, 7- 8=961, 6 -7 =21 WEBS 1 -9 =1300, 2-9=-374, 4-9= 540, 4-7=- 433, 5-7 =1052 NOTES 1) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0pst BCDL= 3.0psf; Category II; Exp C; partially;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2)) Provide adequate drainage to prevent water ponding. 3 Refer to girder(s) for truss to truss connections. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 Ib uplift at joint 10 and 422 Ib uplift at joint 5. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert 1- 5=- 66.7, 6-10=-6.7 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 5- -65.1, 6- 10 =-4.0 ,Job 3K10 -F Truss FL5 Truss Type FLOOR Qty 18 Ply 1 AARON BLDRS. 0010 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:35 2003 Page 1 0-6-81 4-7-4 6 -10 -12 11 -6-0 11 -91-0 I 0 -6-8 4-7-4 2 -3-8 4-7-4 0-3-0 Scale = 1:22.0 7x6 = 5x6 = 2x4 I I 7x6 = 1 2 3 4 00 r co 8 7 6 5 2x4 I I 3x6 = 3x6 = 2x4 I1 0 -6-81 4-7-4 6 -10-12 11 -6-0 I 1 1 0 -6-8 4-7-4 2 -3-8 4-7-4 Plate Offsets (X,Y): 1.2:0 -1- 12,0 -3-0] LOADING (psf) TOLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.52 BC 0.29 WB 0.33 (Matra) DEFL in (loc) I/defl Ud Vert(LL) - 0.05 6-7 >999 360 Vert(TL) - 0.07 6-7 >999 180 Horz(TL) -0.02 4 n/a n/a PLATES GRIP MI120 249/190 Weight: 54 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 411/0 -6 -0, 4= 411/0 -2-8 FORCES (lb) - First Load Case Only TOP CHORD 1 -8 =32, 1-2=-929, 2-3=-929, 3-4=-929, 4-5 =32 BOT CHORD 7-8 =145, 6 -7= 929, 5-6 =145 WEBS 1 -7 =812, 2 -7=- 207, 3-6=-207, 4 -6=812 NOTES 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 2 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 3 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (If) Vert: 16.7, 5- 8=-6.7 ,Job , 3K10 -F Truss FL6 Truss Type FLOOR Qty 25 Ply 1 AARON BLDRS. Job Reference optional) 0011 Best Truss CO., Miami, H. 5.100 s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:38:37 2903 Page 1 -q -3� 0 5 -6-14 7 -10 -6 13-5 -4 0 I -3-0 5-6 -14 2 -3-8 5 -6-14 Scale = 1:24.4 7x6 - 5x6 = 2x4 H 7x6 = 1 2 3 4 r5I — Iyu 7 6 5 2x4 I I 3x6 = 5x6 = 2x4 I I -q-3� 0 5-6-14 7 -10 -6 13-5 -4 0 I -3-0 5 -6-14 2 -3-8 5 -6-14 Plate Offsets (X,Y): [2:0- 1- 12,0 -3-0], [6:0- 3- 0,0 -3-0] LOADING( SPACING 1-4-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL Plates Increase 1.00 TC 0.78 Vert(LL) -0.10 6-7 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -3-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 482/0 -2-8, 5= 482/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD 1 -8 =38, 1-2=-1297, 2-3=-1297, 3-4=- 1270, 4-5 =-444 BOT CHORD 7- 8=216, 6- 7= 1297, 5-6 =213 WEBS 1 -7 =1107, 2-7=-234, 3-6=-238, 4-6 =1084 NOTES 1 Refer to girder(s) for truss to truss connections. 2 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (If) Vert: 1 4 66.7, 5-8=-6.7 ,Job 3K10 -F Truss FL7 Truss Type FLOOR Qty 16 PIy 1 AARON BLDRS. 0012 Job Reference (optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:38 2003 Page 1 6 -5 -0 8-8-8 15-1 -8 1 1 6-5-0 2 -3-8 6 -5 -0 1 Scale = 1:26.3 3x6 I1 3x4 = 3x6 = 3x6 = 3x6 I I 1 2 3 4 5 11 9 8 7 6 3x6 = 2x4 11 5x6 — 3x6 — 1 6-5-0 8-8-8 15-1 -8 I 1 1 6 -5-0 2 -3-8 6 -5 -0 Plate Offsets (X,Y): [7:0 -1- 12,0 -3-0J LOADING(psf) SPACING 1-4-0 CSI DEFL In (Ioc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.16 7-8 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.22 7 -8 >815 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-8-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 3-9, 4-6 1-9 2 X 4 SYP No.2, 5-6 2 X 4 SYP No.2 REACTIONS (lb/size) 9= 5,14/Mechanical, 6= 544 /Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-9=-236, 1-2=-293, 2-3=-293, 3-4=- 1663, 4-5=-293, 5-6=-236 BOT CHORD 8-9 =1663, 7 -8= 1663, 6-7 =1663 WEBS 3-9=-1396, 3-8 =6, 4-7 =6, 4-6=-1396 NOTES 1 Refer to girder(s) for truss to truss connections. 2 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 3 Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1 -5=- 66.7, 6-9=-6.7 ,Job 3K10 -F Truss FL8 Truss Type FLOOR Qty 1 Ply 1 AARON BLURS. 0013 Job Reference (optional) Best Truss CU., Miami, H. 5.100 s Mar 25 2003 MiTek Industnes, Inc. Mon Nov 24 08:38:38 2003 Page 1 -P-4 -4 5 -5 -12 10 -11 -8 11-3-11 1 0-4-4 5 -5-12 5 -5-12 0-4-4 Scale = 1:20.6 2x4 11 5x8 - 1 25x8- 3 4 5 AT 8 7 6 2x4 11 3x10 - 2x4 11 -P 5 -5-12 10 -11 -8 11-3-11 1 1 5-5 -12 5-5 -12 0-4-3 0-4-4 Plate Offsets (X,Y): 12:0- 3- 8,U -2-8], 14:0- 3- 8,0 -2-8] LOADING (psf) SPACING 1-4-0 CSI DEFL In (loc) Udefl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.07 7 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.09 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 53 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -10-10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 2-8 2 X 4 SYP No.2, 4-6 2 X 4 SYP No.2 REACTIONS (lb/size) 1= 414/0 -3-9, 5= 414/0 -3-9 FORCES (lb) - First Load Case Only TOP CHORD 2 -8=41, 1 -2 =0, 2-3=-1053, 3-4= -1053, 4-5 =0, 4 -6=41 BOT CHORD 7-8= 283, 6-7 =283 WEBS 2 -7= 789, 3-7=-359, 4-7 =790 NOTES 1) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=-66.7, 2 -1- 66.7, 4-5=- 66.7, 6- 8=-6.7 Job 3K10 -F Truss FL9 Truss Type FLOOR Qty 1 Ply 1 AARON BLURS. 0014 Job Reference (optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:39 2003 Page 1 X0-4 -1. 4-1 -12 8-3-8 6-7 -11 1 0-4-4 4-1 -12 4-1 -12 0-4-4 Scale = 1:15.8 2x4 11 3x8 = 1 2 3x8 - 3 4 5 co- to 0 r 8 7 6 2x4 11 3x8 = 2x4 I1 0-4 4-1-12 8-3-8 6-7 -11 1 0-4-4 4-1 -12 4-1 -12 0-4-3 Plate Offsets (X,Y): [2:0- 3- 8,0 -1-8], [4:0- 3- 8,0-1 -8] LOADING(s� TCLL0.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.65 BC 0.15 WB 0.19 (Matrix) DEFL in (loc) I/defl IA Vert(LL) -0.02 7 >999 360 Vert(TL) -0.03 7 >999 180 Horz(TL) -0.01 5 n/a n/a PLATES GRIP MI120 249/190 Weight 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 317/0-3 -9, 5= 317/0-3 -9 FORCES (lb) - First Load Case Only TOP CHORD 2 -8=33, 1 -2=-0, 2- 3=- 619, 3-4=- 619, 4-5=0, 4 -6=33 BOT CHORD 7-8= 171, 6-7 =170 WEBS 2- 7= 468, 3-7=-284, 4 -7=469 NOTES 1) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 2) Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at thew outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert 1-2=-66.7, 2-4=- 66.7, 4-5= -66.7, 6 8- 6.7 ,Job 3K10 -F Truss FLG1 Truss Type ROOF TRUSS Qty 1 Ply AARON BLDRS. 0015 Job Reference (optional) Best Truss GO., Miami, FI. 5.100 s Mar 25 2003 Mil ek Industries, Inc. Mon Nov 24 08:38:40 2003 Page 1 3-9 -12 7 -7 -8 1 3-9-12 3-9 -12 Scale = 1:12.8 2x4 11 4x7 = 1 4x7 = 2 3 - y 6 5 4 8x14 = 2x4 11 2x4 11 3 -9-12 7 -7 -8 1 3-9 -12 3-9 -12 LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert LL 0.07 5 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) 0.06 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Simplified) Weight 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (Ib /size) 6= 2135 /Mechanical, 4= 2135/Mechanical Max Uplift6= 1833(Ioad case 2), 4 — 1833(Ioad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-1321, 1-2=-3400, 2-3=-3400, 3-4 =-1321 BOT CHORD 5-6=-0, 4-5 =0 WEBS 1 -5 =3564, 2-5=-508, 3- 5=3564 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.Opsf; Category II; Exp C; partlally;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girder(s) for truss to truss connections. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1833 Ib uplift at joint 6 and 1833 Ib uplift at joint 4. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- = 141.7, 4-6= -454.1 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =133.3, 4-6 =378.1 ,Job 3K10 -F Truss FLG10 Truss Type FLOOR Qty 1 Ply AARON BLDRS. 0016 Job Reference (optional) Best Truss CO., Miami, FL 5.100 s Mar 25 200 MiTek Indus _pies, Inc. Mon Nov 24 08:38:41 2003 Page 1 1 1 -7 -8 6-5-4 1 1 -7-8 4-9 -12 Scale = 1:10.8 3x6 = 1 3x6 = 2 2x4 I I 3 1 o.4: A 5 4 10x12 MII18H- 2x4 11 2x4 11 9-2 -1?r 1 -7 -8 6-5-4 1 1 0 -2 -12 1-4-12 4-9 -12 LOADING (psf) TCLL 40 0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.23 BC 0.70 WB 0.71 (Matrix) DEFL in (loc) I/defl Ud Vert LL - 0.06 4-5 >999 360 Vert(TL) - 0.09 4-5 >843 180 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MI120 249/190 MII18H 195/188 Weight: 114 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 6 SYP No.2 *Except* 1-5 2 X 4 SYP No.3, 3-5 2 X 4 SYP No.3 REACTIONS (lb/size) 6= 4374/0 -4-0, 4= 2783/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-6 =3461, 1 -2= -4123, 2- 3= 4123, 3-4 =-1177 BOT CHORD 5-6 =0, 4-5 =0 WEBS 1 -5 =5295, 2-5=-200, 3- 5=4245 NOTES 1) 3-ply truss to be connected together with WS45 USP (0.25"x4.5 ") Screws as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0 -9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. 2 All plates are MI120 plates unless otherwise indicated. 3 Refer to girder(s) for truss to truss connections. 4 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 5 Recommend 2x6 srongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1353.0Ib down at 1 -7 -8, and 1224.0lb down at 0 -2 -12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=-141.7, 2- 3=- 66.7, 5-6= 370.4, 4-5=-776.7 Concentrated Loads (lb) Vert: 6=- 1224.0 5= 1353.0 GJob 3K10 -F Truss FLG11 Truss Type FLOOR Qty 1 Ply 3 AARON BLDRS. 0017 Job Reference (optional) Best 1 Truss GO., Miami, FI. 44 6 5.100 s Mar 25 2003 MITek Industribs, Inc. Mon Nov 24 08:38:42 2003 Page 1 8 -8-12 1 1 4-4-6 4-4-6 Scale = 1:14.7 2x4 11 3x6 = 1 3x6 - 2 3 6 5 4 3x8 - 2x4 II 2x411 4-4-6 8-8 -12 1 4-4-6 4-4-6 LOADING ( SPACING 1-40 CSI DEFL in (Ioc) Vdefl Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.05 5 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.07 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) -0.00 4 nta n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb/size) 6= 1777 /Mechanical, 4= 1777 /Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-6=-1191, 1-2=-3437, 2-3=-3437, 3-4=-1191 BOT CHORD 5-6 =0, 4-5=-0 WEBS 1 -5 =3561, 2-5=-660, 3-5 =3561 NOTES 1) Top chords coonnected as follows: 2 X 4 10d at 0-9-0 oc, 82 X 6 - 2irows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2 Refer to girder(s) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 - Uniform Loads plf) Vert: 1-3=-141.7, 4-6=-287.9 Job r ' 3K10 -F Truss FLG2 Truss Type ROOF TRUSS Qty 1 Ply AARON BLDRS. 0018 Job Reference (optional) Best Truss GO., Mom, F.I. 5.10U s Mar 25 2003 MI I ek Indu es, Inc. Mon Nov 24 08:38:43 2003 Page 1 1 5-3-5 10-4-15 15-8 -4 1 1 1 5-3-5 5-1 -9 5-3-5 Scale = 1:27.0 2x4 11 3x6 = 3x4 = 3x10 - 2x4 11 1 2 3 4 5 – 11 – – — – 93x6 = 8 7 6 5x6 = 2x4 11 3x6 = 1 5 -3-5 10 -4-15 15-8 -4 1 1 1 5-3-5 5-1 -9 5-3-5 Plate Offsets (X,Y): L8:0- 3- 0,0 -3-0J LOADING( TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.54 BC 0.39 WB 0.44 (Simplified) DEFL in (Ioc) I/defl Ud Vert(LL) 0.15 8 >999 360 Vert(TL) -0.16 7 -8 >999 180 Horz(TL) 0.03 6 n/a n/a PLATES GRIP MI120 249/190 Weight 150 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. WEBS 2 X 4 SYP No.3 `Except* 1 -9 2 X 6 SYP No.2, 5-6 2 X 6 SYP No.2 . REACTIONS (lb /size) 9= 1129 /Mechanical, 6= 1129/Mechanical Max Uprrft9- 934(ioad case 2), 6- 934(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-9=-358, 1 -2=0, 2- 3=- 3155, 3-4=-3155, 4-5 =0, 5-6=-358 BOT CHORD 8-9 =3155, 7 -8 =3155, 6 -7 =3155 WEBS 2-9=-3244, 2 -8=34, 4-8-0, 4 -7 =34, 4- 6-3244 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.Opsf; Category II; Exp C; partially;C-C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girder(s) for truss to truss connections. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 Ib uplift at joint 9 and 934 Ib uplift at joint 6. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (If) Vert 1-5=-141.7, 6-9=-6.7 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1 -5= 126.7, 6 -9=4.0 ,Job 3K10 -F Truss FLG3 Truss Type ROOF TRUSS Best Truss CO., Miami, FI. 1 3x6 - 3-9 -13 5.100 Ply AARON BLDRS. 0019 Job Reference (optional) s Mar 25 2003 MiTek Industries, Inc. Mon Nov 24 08:38:43 2003 Page 1 2 2x4 I I 3-9 -13 4 1 2x 4x7 = 3 3-9 -13 3-9 -13 Scale = 1:7.7 LOADING (psf) TCLL 40 6 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANS195 CSI TC 0.24 BC 0.32 WB 0.00 (Simplified) DEFL in (loc) Udefl Vert LL - 0.02 3-4 >999 Vert TL - 0.02 3-4 >999 Horz(TL) 0.00 3 n/a Ud 360 180 n/a PLATES MI120 Weight: 45 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 6 SYP No.2 *Except* 1-3 2 X 4 SYP No.3 REACTIONS (Ib/ size) 4= 839/Mechanical, 3= 839/Mechanical Max Uplift4= 798(load case 2), 3=- 798(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-4=-238, 1 -2 =0, 2-3=-238 BOT CHORD 3-4= -0 WEBS 1 -3=0 BRACING TOP CHORD Sheathed or 3 -9-13 oc purl'ns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) 2 -ply truss to be connected together with 10d Common(.148°x3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 3.0psf; Category II; Exp C; partially;C -C plate grip DOL =1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girder(s) for truss to truss connections. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 Ib joint 3. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-2=-141.7, 3-4= -357.9 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 1-2=147.0, 3- 4=328.2 interior zone;Lumber DOL =1.33 uplift at joint 4 and 798 Ib uplift at ,Job , 3K10 -F Truss FLG4 Truss Type FLOOR tatty 1 Ply 2 AARON BLDRS. 0020 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:44 2003 Page 1 6 -10-2 13-8 -4 � 6-10 -2 6-10 -2 Scale = 1:23.5 3x4 = 5x16 = - 3x4 = 1 2 3 6 5 4 3x6 = 5x6 - 3x6 = 6 -10-2 13-8 -4 6-10 -2 6 -10-2 Plate Onsets (X,Y): 2:0-.3-4,0-.3-01, 1,5:0-3-11,0-3-01 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.56 BC 0.53 WB 0.43 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) -0.12 5 >999 360 Vert(TL) -0.17 5 >952 180 Horz(TL) 0.03 4 n/a n/a PLATES GRIP MI120 249/190 Weight: 130 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 `Except* 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb/size) 6= 981/Mechanical, 4= 981/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-6=-502, 1 -2 =-618, 2-3=-618, 3- 4=-502 BOT CHORD 5-6 =2885, 4-5 =2885 WEBS 2-6=-2304, 2- 5=-42, 2-4 =-2304 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Refer to girder(s) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-141.7, 4- 6 = -6.7 ,Job 3K10 -F Truss FLG5 Truss Type FLOOR Qty 1 Ply 2 AARON BLDRS. 0021 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:44 2003 1 5-1 -8 9 -11 -8 15 -1 -0 Page 1 1 = 1:25.9 11 1 1 5 -1 -8 4-10 -0 5 -1-8 Scale 3x4 I I 3x4 — 3x6 = 3x6 = 3x4 1 2 3 4 5 ri ' 8 7 6 3x10 = 5x6 = 3x10 = 7 -6-8 15 -1-0 1 7 -6-8 7 -6-8 Plate Offsets (X,Y): [7 :0- 3- 0,0 -3-0J LOADING (psf) TCLL 00 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.33 BC 0.47 WB 0.37 (Matrix) DEFL in (loc) I/defl Ud Vert LL) -0.12 7 >999 360 Vert (TL) -0.16 7 >999 180 Horz(TL) 0.04 6 n/a n/a PLATES GRIP M1120 249/190 Weight: 142 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-8 2 X 6 SYP No.2, 5-6 2 X 6 SYP No.2 REACTIONS (lb/size) 8= 1085/Mechanical, 6= 1085 /Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-8 =-380, 1-2=-373, 2-3=-373, 3-4=- 3035, 4-5=-373, 5-6=-380 BOT CHORD 7-8 =3035, 6 -7 =3035 WEBS 3-8=- 2741, 3-7 =1, 4-7 =1, 4-6 =-2741 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) Refer to girders) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (if) Vert: 1141.7, 6- 8=-6.7 ,Job • 3K10 -F Truss FLG5A Truss Type FLOOR Qty 2 Ply �f L AARON BLDRS. 0022 Job Reference (optional) Best Truss CO., Miami, H. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:45 2003 Page 1 1 4-0-4 1 7-8 -15 11 -3-13 15-0 -8 1 1 1 4-0-4 3-8-11 3-6-15 3-8 -11 Scale = 1:25.8 2x4 1I 4x7 = 3x10 = 2x4 11 5x16 — 14x12 = 2 3 4 5 6 12 11 10 9 8 7 4x5 = 5x16 = 2x4 11 5x6 — 6x14 — 3x6 11 1 4-0-4 4-1� -0 7 -8 -15 11 -3-13 15-0 -8 1 1 1 4-0-4 0 -0-12 3-7 -15 3-6 -15 3-8 -11 Plate Offsets (X,Y): [8:0- f- 0,0 -3-12J LOADING TCLL �. TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.81 BC 0.99 WB 0.86 (Matra) DEFL in (loc) I/defl Ud Vert LL -0.22 10-11 >803 360 Vert(TL) -0.30 10-11 >580 180 Horz(TL) 0.04 7 n/a n/a PLATES GRIP MI120 249/190 Weight 192 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-2 -2 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. 9- 122X6 SYP SS WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 6 SYP No.2, 6-7 2 X 6 SYP No.2, 1-11 2 X 4 SYP No.2 2 -11 2 X 6 SYP No.2, 4-11 2 X 4 SYP No.2 REACTIONS (lb/size) 12= 2936 /Mechanical, 7= 1921/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-12=-2096, 1 -2 =7900, 2-3=-7900, 3-4=-7900, 4-5=- 5126, 5-6=-5126, 6-7=-1702 BOT CHORD 11 -12 =1655, 10-11 =9062, 9-10=9062, 8-9 =9062, 7-8 =1013 WEBS 1 -11 =6476, 2 -11=- 835, 4-11= 1207, 4 -10=5, 4-8=- 4099, 5-8=- 196, 6- 8=4292 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. 2 Refer to girder(s) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 stron9backs, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at thew outer ends or restrained by other means. 5) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 629.0Ib down at 4-1 -0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (p10 Vert: 1 -22= -66.7, 2-4=- 566.7, 4-6= 1417, 11-12=-209.2, 7- 11 =-6.7 Concentrated Loads (lb) Vert 11= -629.0 I,JOb 3K10 -F Truss FLG6 Truss Type FLOOR Qty 1 Ply 3 AARON BURS. 0023 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s ar 25 200 Mi fek Industries, Inc. Mon Nov 24 08:38:46 2003 Page 1 4-4-6 8 -8-12 4-4-6 4-4-6 Scale = 1:14.7 2x4 11 3x6 - 1 3x6 - 2 3 � 6 5 4 3x8 = 2x4 11 2x4 11 4-4-6 8-8 -12 1 4-4-6 4-4-6 LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.04 5 >999 360 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.06 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb/size) 6= 1745 /Mechanical, 4= 1745/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-6=-1057, 1-2=-3377, 2 -3=- 3377, 3-4=-1057 BOT CHORD 5 -6=-0, 4-5=0 WEBS 1 -5 =3500, 2 -5- 274, 3-5=3500 NOTES 1) 0 follows: Top chords connected as follows: s: 2 X 4 -1 row at�0 -9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2 Refer to girder(s) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Girder carries tie -in span(s): 13-9 -0 from 0-0-0 to 8 -10-4 5 Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads p( I Vert: 1- - 66.7, 4-6 =355.4 Job , 3K10 -F Truss FLG7 Truss Type FLOOR Qty 2 Ply 3 AARON BLDRS. 0024 Job Reference optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Indus es, Inc. Mon Nov 24 08:38:46 2003 Page 1 3-0-6 1 5-11 -0 { 8-9 -10 11 -8-4 14 -6-14 17 -7-4 1 3-0 -6 2 -10-10 2 -10 -10 2 -10 -10 2 -10 -10 3-0 -6 Scale = 1:30.4 4x12 = 2x4 11 3x8 = 2x4 H I 7x10 = 2x4 11 4x12 = 1 2 3 4 5 6 7 • • . .... 15 14 13 12 11 10 9 8 4x5 = 5x12 = 7x10 M1118H= 3x8 = 2x4 11 5x12 = 4x5 = 1 3-0-6 5-11 -0 1 8 -9-10 11-8 -4 14 -6 -14 17 -7-4 1 1 i 1 3-0 -6 2 -10 -10 2 -10-10 2 -10-10 2 -10 -10 3-0-6 Plate Offsets (X,Y): [5:0- 2- 8,0 -4-8J, [9:0- 5- 8,0 -3-4], [13:0- 5- 0,0 -5-4J, [14:0- 5- 8,0 -3-4] LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.90 BC 0.95 WB 0.92 (Matrix) DEFL in (loc) l/defl lid Vert(LL) -0.46 11 >445 360 Vert(TL) -0.64 11 >323 180 Horz(TL) 0.09 8 n/a n/a PLATES GRIP MI120 249/190 MII18H 195/188 Weight: 338 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-5-6 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-15 2 X 6 SYP No.2, 7-8 2 X 6 SYP No.2, 1-14 2 X 4 SYP No.2 7-9 2 X 4 SYP No.2 REACTIONS (Ib /size) 15= 6631 /Mechanical, 8= 6631/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1- 15= -4948, 1 -2- 13860, 2-3=-13860, 3-4=- 25536, 4-5=-25536, 5-6=-13860, 6-7=-13860, 7-8 =-4948 BOT CHORD 14-15 =2693, 13- 14= 22855, 12 -13= 22855, 11- 12= 22855, 10- 11= 22855, 9-10= 22855, 8- 9=2693 WEBS 1- 14= 11913, 2 -14= 480, 3-14=-9564, 3-12= 2035, 3-11= 2851, 4-11=-21, 5-11= 2851, 5-10= 2035, 5-9 -9564, 6- 9=480, 7 -9 =11913 NOTES 1) 3-ply truss to be connected together with 10d Common(.148'Sc3 ") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2 All plates are MI120 plates unless otherwise indicated. 3 Refer to girder(s) for truss to truss connections. 4 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 5 Recommend 2x6 stron ?backs, on edge, spaced at 10-0 -0 oc and.fastened to each truss with 3-16d nails. Strongbacks to be _ .. attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (Of) Vert 1- 7=- 66.7, 8-15=-706.9 ,Job , ' 3K10 -F Truss FLG8 Truss Type FLOOR Qty 1 Ply 3 AARON BLDRS. 0025 Job Reference (optional) Best Truss CO., Miami, FI. 5.100 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:47 2003 Page 1 5 -1 -12 7 -5-3 10-0 -2 1 1 1 5-1 -12 2 -3-7 2 -6-15 Scale = 1:17.0 2x4 11 3x8 = 1 5x16 = 2 3x6 = 3 4 � r 8 7 6 5 5x16 = 6x10 = 4x5 I I 3x6 11 5-1 -12 7 -5-3 10-0 -2 1 1 1 5-1 -12 2 -3-7 2-6-15 Plate Offsets (X,Y): [7:0- 5- 8,0 -2 -8J LOADING ( TCLL TCDL 10.0 BOLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.64 BC 0.84 WB 0.84 (Matra) DEFL in (Ioc) Udefl Ud Vert(LL) -0.09 7 >999 360 Vert(TL) -0.13 7 >850 180 Horz(TL) 0.01 5 n/a n/a PLATES GRIP MI120 249/190 Weight: 173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-8 2 X 6 SYP No.2, 4-5 2 X 6 SYP No.2, 2-7 2 X 6 SYP No.2 REACTIONS (lb/size) 8= 3058 /Mechanical, 5= 3841/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1-8=-1912, 1 -2 =7998, 2- 3=- 5910, 3-4=- 5910, 4-5=-2633 BOT CHORD 7-8= 1836, 6-7= 7998, 5 -6=944 WEBS 1 -7 =6321, 2 -7 =752, 2-6=-2327, 3 -6 =26, 4-6 =5506 NOTES 1) 3-ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9 -0 oc. Bottom chords connected as follows: 2 X 6 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. 2 Refer to girder(s) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 stronybacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Special hanger(s). or other connection device(s) shall be provided sufficient to support concentrated Ioad(s)1353.0Ib down at 5 -1 -12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=-141.7, 2- 4= -66.7, 7-8=- 287.9, 5-7=-674.2 Concentrated Loads (lb) Vert: 7=-1353.0 ,Job ' 3K10 -F Truss FLG9 Truss Type FLOOR Qty 1 PIy 2 AARON BLDRS. 0026 Job Reference (optional) Best Truss CO., Miami, FI. 5. 00 s Mar 25 200 MiTek Industries, Inc. Mon Nov 24 08:38:48 2003 Page 1 45-10 8 -11-4 � 1 4-5-10 45-10 Scale = 1:15.1 2x4 11 3x6 - 1 3x6 = 2 3 6 5 4 3x8 - 3x4 11 3x4 11 45-10 8 -11-4 1 4-5-10 4-5 -10 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 1-4-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.35 BC 0.05 WB 0.27 (Matrix) DEFL in (ioc) I/defl L/d Vert(LL) -0.03 5 >999 360 Vert(TL) -0.04 5 >999 180 Horz(TL) -0.00 4 n/a n/a PLATES GRIP MI120 249/190 Weight: 88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 "Except* 1-6 2 X 6 SYP No.2, 3-4 2 X 6 SYP No.2 REACTIONS (lb/size) 6= 629 /Mechanical, 4= 629/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 1- 6=-606, 1-2=-1292, 2-3=-1292, 3- 4=-606 BOT CHORD 5-6 =0, 4-5 =0 WEBS 1 -5 =1343, 2 -5= 726, 3-5 =1343 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148'Sc3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2 Refer to girder(s) for truss to truss connections. 3 This truss design conforms with Florida Building Code 2001, based on parameters indicated. 4 Recommend 2x6 stron ?backs, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert 1-3=-141.7, 4-6 =-6.7 • This- safety alert, symbol ls- used to attract your attentiOnt PERSONAL SAFETY IS INVOLVED! Whit* you see this symbol - BECOME ALERT =HEED IT'S -.:MESSAGE. CAUTION: A CAUTVN:identifies safe .operating practices or indicates unsafe conditions that could result In injury or damage to struttxr 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 projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical • CAUTION:The bUilder, building contractor, licensed contractor; erector or erection contractor -W aci- AvisediO obtain and read the entiriebooklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood ,Trusses, HIE3.7;91tfroM the Truss Plate InstitUte., .. — DANGER A pANpgRidesignatee4: COnditiOn . wherefailurefololloWfristruCtiens or heed warn- ing will most likely resultin serious personal Injurycit':.death or damagelUStructure*; AWARNING: A WARNING14escribes a condition' where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel in the wood truss industry, but must, dueto 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 from the 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 brabing should be no less than 2x4 grade marked lumber. All connections 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: iiiiwiiiniTRUSSSTORA • 1 , CAUtION , Trusses should not A- be unloaded c:•rilough terrain or uneven'leurfabaS which could - - -'---,- cause damage 10 the truss : .. S'-1 0' 8'-10' Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until Installa . tion begins or lift bundled trusses by, the bands. WARNING: Do not use damaged trusses. . • .• . • • • . 11111111111 ,A11111111, Trusses stored vertically should be braced to prevent toppling or tipping. DANGER:. Do not store bundles upright unless properly braced. • s 'DANGER: Walking on trusses which are-lying. flat is extremely dangerous and should be strictly prohibited. Frame 1 *-gttOw-4041,47.,:;C:A.- Tag Une 602 or less MTIONFAMIN 1- -I Approximately Approximately 1/2 truss length %truss length Truss spans less than 30'. Spreader Ba '11111111111111111/ 10171.1100.1MVIMIMI Toe in Approximately tO truss len h Less than or equal to 60' Spreader Bar Toe In Toe In tzip---11 k 1\14 ). -741$ 1,1*- • Approximately 1/2 tO %truss len h Lesethan or equal 10 60' Tag Une Ufting 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. Tag Une Approximately 4 3,3to Y4 truss length Stront;bacici SpreaderBar At or above mid-height Tag Une Greater than 60' ApproXtmately V3b7),Vi.b1./OB Iength • Greater than • * Or rtd Wade. / odic& ZTop Chord GBV —.11:r4qh 'TONI:4100 ill ... Typical vertical attachment End Wan 9 Plan Blocking Ground brace diagonals PP Ground Brace Verticals (GBv) of I ow of ins* c� (EB) -40• 1— floor CAUTIQN / Backup ground stake Driven ground etekes Typical horizontal tie member multiple stakes (FIT) requIed for all Insfallationo, Fr 2 Frame 1 �3ji�iI ii HtIP44h iu Ili lit 'i t� itllitf: t� 1 II' II ip iil.(:{t�t�Eil:":;' :1 ^iilt€:�tI a I ii ,ii , , I ` t II 1 vs In i 1 i �iitp. Y '. €��JI INJ 11 fx" ii'� �ry�p"��,MMii ``'t d t€ H}!'�I €�1� • Irol r l�Nt �t[ mr�Y�O!t „W u :7Ji - [(�€r 3�t �'i3i'1[F€�I'll .UME i,,1 h'NII''ril1 i ' i ti ' j( €ti' lI4n i It €,€ I t7 �i' €it i I (y�, ", I��tt ;ti. p tiiii 1. l■Ii F 1 u �1 lid` 1 Ir ii�e� 31... • B �y i pi ; 1' 0, ® , ti;,l yPy /y,�, E?i. rtM �SPF /FIF..i Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer OF Douglas FIr- Larch' HF - Hem -Fir All lateral braces lapped at least 2 trusses. SIP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand cause collapse if there fanodiago- 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. 45° TCHED TRUSS WARNING: Failure tofollowtla e recommendations could result in severe personal Injury or da e to trusses or buildings. 4PYDFsi Up to 28' 2.5 7' Over 28' - 42' 3.0 6' Over 42' - 60' 3.0 17 5' Over 60' 9 5 iiSP:F /F9Ei € +r> 12 6 3 See a registered professional engineer DP. Douglas Fir-Larch SP - Southern Pine HF Hent,Fir SPF - Spruce-Pine-Fir Continuous Top Chord Lateral Brace — -- Required 1 10° or Greater Attachment Required All lateral braces lappedat least 2 trusses. Top chords that are laterally braced can buckle togetherand cause collapse inhere isno diago- nal bracing. Diagonal bracing should be naffed to the underside of the top chord when purlins are attached to the topside of the top chord. — .I$SORS::Trl..- 9 !Iji,, III • . .iiiig . lii intnalie iiqUilkierf , , . . . , 0 , — ...:.; „• „ 1r 0—' F', •.li iiiiii, ..,„rg ilsppliii, :e:T/11FM, Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer lj DF - Douglas Fir-Larch SP - Southern Pine HP - Hem-Fir SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. -- Bottom chord diagorial bracing repeated at each end of the 1)uliding and at same spacing as top chord diagonal bracing. Crass bracing repeated at each end of the building and at 20' intervals. i Permanent COritilliJOUS - lateral bracing %. as sPealtied by the truss engineering. -./.. \ 1194. vb. 04. 'lc: DF - Douglas Fir -Larch SP - Southern Pine HF =. Hem -Fir SPF Spruce -Pine -Fir Top chords that are laterally braced can buckle togetherandcausecollepseitthere Iona 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. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required greater or greater The end diagonal brace for cantilevered . trusses must be placed on vertical webs in line with the support. All lateral braces lapped al least ftvo trusses. :End diagonals are ntia: for stability and must lie dupiicated on both ends, of the truss system. Il a: Failureto foliowt a recommendations could result in ersonal injury or r triage to trusses or buildings. ISS OP CHORD Top chords Dud are laterally braced can buckle togetherand cause collapse others isno diago- nal bracing. Diagonal bracing should bo nailed to the underside of the top chord when praline are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 31/20. lateral •,iNO End diagonals are' nt' stability and must be dup ca'et] both ends . of the truss system. Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing., ��. ,:............:N. � 1r S m li 33!!j ,�. a <:�aj (i• Pa 'i it .�. to LN€ i.,.....t.,... it �k, ?i 4. !: ETas �.�.,...,:!.::. 1 :. .giilir.;:: :,f..,:, ulll' €.n, ..,f. ,.(.:.a.,.l.:,..a..,.!,a,.,... l !,€:,ir: i1„ �� a. TO {.iFltFti ! ! UI III 5!II?„!tI 14 � {Li31P'' ,�Ib .:.. ...,ir . -,::.. €i 1,€.P :! f!€ a: r":: raY.! iws .:,3r::::£!ar:!;€G;!a..::::::. , r :IlI1,1.,:..>n:».rul.:...rrl..: r::,..s:,:.::..r:". I:.:.,.......,.. {,....,. 't !IDj�l'� i � ai r C' it l�IpliNl� 7IrNt$s�ll9;.. f.;y�.. Qk:.,1,. Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 - Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF =. Hem -Fir SPF Spruce -Pine -Fir Top chords that are laterally braced can buckle togetherandcausecollepseitthere Iona 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. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required greater or greater The end diagonal brace for cantilevered . trusses must be placed on vertical webs in line with the support. All lateral braces lapped al least ftvo trusses. :End diagonals are ntia: for stability and must lie dupiicated on both ends, of the truss system. Il a: Failureto foliowt a recommendations could result in ersonal injury or r triage to trusses or buildings. ISS OP CHORD Top chords Dud are laterally braced can buckle togetherand cause collapse others isno diago- nal bracing. Diagonal bracing should bo nailed to the underside of the top chord when praline are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 31/20. lateral •,iNO End diagonals are' nt' stability and must be dup ca'et] both ends . of the truss system. Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing., SPAN * PITCH . ,, k TOP d-KM .... ..,,.... ,•:4,:. nligiii...1 illiiii ,.'..i,:satilliiii",. - !SINDFfiti$ IISPF/HF 17 12 Up to 24' 3/12 8' Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF - Spruce-Plne-Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse tither° lona 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. 12 x --13 or greater M late,rai braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greatel r dito Attachment Required Y#NATA'5WWW*-44:tmw.,,, .r5-040;-M,Ar420-4M4 Ixolory400024at-i•, PLUMB Length L(In) 12" 24" 36" 48" 60" 72' 84" 96" 108" 1/4" 1/2" 3/4" 1" 1-1/4" 1-1/2' 1-3/4" 2" 2" 1' 2' 3' 4' 5' 6' 7' 8' 9' t 200 o of 1,4 Lesser r L(In) L(In) Lesser of 0/50 or 2" -±1/4'L-1-1 Maximum Misplacement Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. Frame 6 , ... ir 'IT: 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' ::: ::::::: :: .......... . . . ............ . . Lesser of 1./200 er 2'1 OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: cofatinuentbracectUnaciciser etnoarlyttesc statictt; sh ctiCtfort Ciftfirrt = trU0Ses riPtiOrtta 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: cofatinuentbracectUnaciciser etnoarlyttesc statictt; sh ctiCtfort Ciftfirrt = trU0Ses riPtiOrtta MIAMIDADE BUILDING CODE COMPL1ANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .1VIIAMI DADECOUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 Sirnnpson Strong Tie Co., Inc. 1720 Couch Drive. 1V1cKinney, Texas 75069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke This acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to . meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors LUS, BUS, HHUS, HGUS, BGUQ, SUL/R, HSULIR, THASL/R & THA. APPROVAL, DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS . Hangers, HHUS, HGUS & HGUQ Hangers, SUM, HSURJL & THASI2/L Hangers & THA Hangers" dated June, 2002 with no revisions, prepared by Simpson Strong Tie Co., Inc. signed and sealed by 1. M. Gilstrap, PE, bearing the Miami -Dade County Product Control, Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Frb unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAP 00- 0512.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 Page 1 Simpson Strong Tie Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMrrrLD (For File ONLY. Not part of NOA) A 1. DRAWINGS • Drawings prepared by Simpson Strong Tie Co., Inc., titled "Truss Hangers, LUS & HUS Hangers HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers and THA Hangers", Drawing NO. DC2301, sheets' through 5 of 5, dated June, 2002 with no revisions, signed and sealed by J. M. Gilstrap, PE. B TEST Test reports on wood co R. Patel, PE. Report No. 01 CTL 1600 G 02 CTL 0182H & 01039 03 CTL 0095 H 04 CTL 1519G & 01038 05 Cll. 1477G &16000 06 CTL 0136/ & 0182H 07 CTL 1477H & 15540 08 CTL 1519G & 1477H 09 Cl l. 013611 10 CTL 1600G 11 CTL 15540 12 CTL 0269H & 1554G -1 13 CTL 14450 & 1554G 14 CTL 1600G & 1445G nnectors per ASTM D1761 by Certified Testing Laboratories, signed and sealed by Wood Connector HGUS 28 -3 HGUS 28 -2 IIGUS 26-2 HGUS 26-3 SUL/R. 26 HSUL 26-2 HHUS 28-2 HHUS 46 THASL 218-2 THASL 218 HGUQ 26-2 HGUQ 26-3 HGUQ 28-2 HGUQ 28 -3 Direction Down & Up Down & Up Down & Up Down & Up Down &Up Downward Down & Up Down &Up• Downward Downward Down & Up Down &Up Down & Up Down & Up C CALCULATIONS Report of Design Capacities prepared by Simpson Strong-Tie Co., Inc. Product Model No. of Pages Date Signature HGUS Series • 1 through 6 04/11/02 J. M. Gilstrap, PE SUR/L Series 1 through 5 07/11/02 1. M. Gilstrap, PE. IBSUL 26-3 1 through 5 07/11/02 J. M. Gilstrap, PE 4 HHUS 28-2 1 through 5 07/11/02 J. M. Gilstrap, PE S HHUS 46 1 through 5 07/11/02 J. M. Gilstrap, PE. 6 THASL Series 1 through 6 06/20/02 J. M. Gilstrap, PE 7 HGUQ Series 1 through 6 06/18/02 J. M. Gilstrap, PE 1. 2 13 Date 01/10/02 01/30/02 & 02/18/02 01/30102 12/18/02 & 01/30/02 12/06/01& 01/29/02 02/07/02 & 12/03/01 12/03/01 & 01/02/02 12/17/01 & 12/03/01 02/08/02 02/28/02 01/02/02 01/30/02 & 03/15/02 01/02/02 &.11/28/01 11/28/01 & 01/22/02 D STATEMENTS 1. Code compliance letter issued by Simpson Strong -Tie Company, Inc. on 03/25/03 signed and sealed by J. M. Gilstrap, PE. 2. No financial interest letter issued by Simpson! Strong Tie Company, Inc. on 09/06/02 and signed by J. M. Gilstrap, PE. 3. No change letter issued by Simpson Strong Tie - Company, Inc. on 01/15/03 and signed by J. M. Gilstrap. Candido P. Font PE. Sr. Product Control Examiner NOA No 02- 0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 E -1 ESTMPSON StrongTie S ll.J RI L, !t BLS lU R L, 8 =2" HEADER 4 O 0 0 0 196" HEADER JOIST SUL /R & HSUL /R INSTALLA TIQN l• THASIR/L Hangers 244161 1/4" 4t5/,6" B =2746" MIN. (4)10d NAILS INTO TOP OF HEADER THASL /R INSTALLA TION (A" for THASL2I8 -2) HEADER PLAN VIEW OF SKEWED . HANGERS MODEL N0. GAUGE FASTENERS ALLOWABLE LOADS HEADER JOIST UPUFT 133. FLOOR (100) . SUL/R26 16 6 -16d 6 —IOdX1 1/2 6 ,: HSUL /R26 -21.4 14 12 -16d 4 -16dX2 1/2 585 1315 7}IASL /R2181 18 18 -10d' 4 -10dXI 1/2 — 1250 THASL/R218 -22 18 .18 -10d' 4 —IOdXI 1/2 — 810 1. A minimum of 2. Joist may be 3. Allowable load 4. Allowable load 5. Joists shot) be (4)1Od Nails must be nailed into the top of square cut or bevel cut is based on o minimum of 2" thick header is bused on minimum of 2" thick joist made of lumber with o SGa0.55 or better the header SIMPSON STRONG -11E. INCA 1720 COUCH OR. MCKINNEY, TX 75069 TEL:(800)999 -5099 Dwg #: DC2301 Dote: 6/02 Scale: NTS Dwg by DSB Chk b$ JMG Sheet 4. or 5. PRODUCT MATERIAL JOIST CODE THICKNESS WIDTH H OR LE1ADS NORMAL UPLIFT Ipo7 JHA29 JHA213 PNA218 JHA2-213 OHA2-218, 1-1A413 A418 LIFIA4.24 (1) GIRDER/HEADER N.A. 18 GA 1 1/2 5/8 6 46): .114 892 18 GA 1 1/2 5/8 13 4 16 GA I 1/2 1,, 5/8 .1,7 1/4 1601 1.8 GA 3 1/8- 16 GA 18 GA 3 3 /8 3 5/8 1/2 5 16 1/25 3.1.1 6, (18) .16d 10d alas 67 1 ot 3105 • <84)16d 16 GA . 3 1 .2 3 12. 1/4 16 104 a/16 (18) 16d <24> 16d, (6) 10 6 10d (6) 1.0d 16 GA a 112 GENERAL. NOTES 1) snit. SHALL CONFORM TO ASTpi As$3 STRIVAIRAL GRADE 33, AND A 141INSUM GALVINVED onattio 053 a) FASTENERS APL COMON vi NAILS MU= 3) 13ThERVIgEARLE klirrbILIIADS ARE Val) EN THE NATIONAL DESIGN SPECIFICATIONS FOR V000 CONSTRUCTION Ivo retrioN ratz SOUTHERN YELLOW PINE tca. O55 OR SEFTER AND NOISTME CONTENT Cr ITC MAX= ALL TESTS PERFORMED IN ACCORDP WITH RUH IIP61 4) ALLOWAOLE UPLIFT LOOS HAVE VEIN TNCREASED ,sy A DURATION.FACTODDF 33X nig WINDLOAD CONDMOS. NO normal INMEAk trALLOVRIL 6> 100:: pom. 3 14'4. •- LS SHALL ,:HAVE: ,,A MINIMUM PE 5/8 LOAD SHARE FASTENING SYSTEM 1816 1148 .114•?. 1148 ATION Or rEis JHA :SERIES. (TRUSS/JOIST HANGERS) 1,1/26/02 .N,LIBR 40TZ PROFESSIONAL. gNGINEER:i MTRU11.1.1M0 'FORMA REG... Na 549 1 DV 2 DPAVING MAI •1102 MDADE PRODUCT MATERIAL JOIST CODE THICKNESS 'WIDTH CAUL MENSI FASTENE° S UPLIFT TUH 26 GA 1 v/'2 1 9/16 a; (16)`; 6d 3048 TUH 28 16 GA 1/2 1 9/16 TUH 6 -2 16 GA TUH 8 -2 16 GA. GIRDER /HEADER NAILS ER AL. NOTE 7 _5 1/8 16d 610) 16c1 4 SHALL, HAVE STEEL, SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G60. FASTENERS ARE COWAN WIRE NAILS UNLESS OTHERWISE NOTED, €.LLQWABLE LOADS ARE :BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELL PINE 055 OR BETTER AND MOISTURE CONTENT OF 19X.. : LESS ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 33Z FOR WINDLC D 601 (8) 16d (10) 1 3650 IN IUM PENETRATIi1N. OF 2 ...ANT ..: N L TRUSS HANGER) T W..LUTZ SSIGNAL ENGINEER :(STRUCTURA DA REG. NO. S5409 . A iin2 MDADE SPECIAL HANGER SEH1 -R-SKEW 45 .1‘ HANGER CALCULATIONS ASSUMING: 2(2X4) MIN. VERTICAL SUPPORTNG GIRDER TRUSS AND LAM.3/16" A-36 STEEL 5/8" DIAM. BOLTS FOR SOUTHERN YELLOW PINE LUMBER. USE WOOD TO WOOD USING SINGLE SHEAR VALUES PER N.D.S- 97(TABLE 8.2B) USING DOUBLE SHEAR VALUES PER N.D.S (TABLE 8.3B) USING DURATION FACTOR LOADS ADJUSTMENTS 100% FLOOR - 125% ROOF NON SNOW - 133% WIND CHECKING EDGE DISTANCE > 4D = 2 -1/2" o.k THEN USE FULL DESIGN - PERPENDICULAR TO GRAIN T = (580X4) X 1.25 = 2900 Ibs ( ROOF LOAD)- SINGLE SHEAR 5/8" BOLTS. Z = (610X 4) X 1.33 = 3278 Ibs - ( WIND LOAD) - DOUBLE SHEAR 5/8" BOLTS. Z = (580X4) X 1.00 = 2320 Ibs ( FLOOR LOAD)- SINGLE SHEAR 5/8" BOLTS. ,0 ©eePv,R�C1�1 ca GoostOng k, °cida 005 661-6191 1 * ALL PARTS TO BE STRUCTURAL STEEL A-36 * ALL STRUCTURAL STEEL RECEIVE ONE SHOP COAT OF APPROVE PAINT. * ALL WELDING TO BE DONE BY CERTIFIED WELDERS. * SHALL BE IN ACCORDANCE WITH A.W.S * USE WELDING ELECTRODE SERIES E70XX HANGER CAPACITIES ROOF = W1ND= FLOOR= 2900 LBS 3278 LBS 2320 LBS S'FLJC'FLJ LJ.IS.IA Czi7 C�©EIDL7734C- C corms, (3OS) ?40 -95ao 'NYE CAN SUPPLY ALL KIND OF STEEL CONNECTORS" MAXIMUM OVERHANGS, PREPARED BY KM. OFFICE OVERHANG WITHOUT RETURN 314 12 tX• OPTIONAL t- RETURN LEDGER BOLTED TO THE TIE BEAM (BY BLDR) (MA`( DE OM 1TTE 0 FOR. OA. k 24 ") OVERHANG WITH RETURN • . GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 2X4 _ . :2X6 . . ... No.2ND 19 SP 2-8 -3 3 -10-11 2- 8 -3 4 -2 -9 No.2 19 SP 2 -9 -15 4 -0-11 2 -10-0 4-4 -11 No.20 19 SP 3 -0 -2 4 -4 -7 3 -Q-0 4 -8 -12 • No.1ND 19 SP 3 -0 -2 4-5 -5 3-0-0 4,`•,8 1.: No.1 19 SP 3 -1 -11 4 -7 -15 • 3-0-0 �#-4: J� `; No.1D 19 SP 3 -3-0 4 -9 -10 3 -1 -8 'A. -1Q, ' NDSS 19 SP 3 -2 -4 5-O.0 3.0-0 49;. SS 19 SP 3-3-0 5 -1 -5 8-i- g. 4.10 f5" DSS 19 SP 3-31 5 -2 -a 31.2 -15 . 4.41 ;15 - • (ASCE7f93 $ lLOMPH WIND (5`, CAT C,'I ? ?TOPS• MAD L.).33/.1 MINIMUM GRADE OF LUMBER VE!'L< 1.1240 o T.C. BC. Webs 2X4 NoQND 19 SP TPI -95 Crit. 2X4 No :2ND 19 SP 2X4 No3 19 SP SFbC-95 LOADING (PSF L 0 TOP 30 15 BOTTOM 0 J0 SPACING: 24 Inci O.C. STR. INCR.: 33 DRAWN BY : U.A. CHECKED BY : JAI REP. STRESS: YES MiTek Industries Inc. Approved for & tries Inc. APR 61996' REV. 4 ( 30/916 Jas t 51°T6C) REV io/23/98 IAl �A5[�7 %'�,TPAe5� 7'0" CORNER SET PREPARED Br MUM% OFFICE TOP CHORD CONNECTION: 7'0" JACKS - 4,10 -0 NAILS 5'0' JACKS - 4,8 -0 NAILS 2 3'0' & 1'0' JACKS - 2,8-D NAILS --� 12 MIN. P - 2.5 MAX. P - 6.5 3X4 2x6 STD. HEEL NT..YJJC- —• ] 3 3'E' MAX. BOTTOM CHORD CONNECTION: 2,8 -0 NAILS 3X4 COMMON JACKS REACTION - SIZE 1- -age 35 3 � 1.5 16.97 Pr- aft meat. CORNER JACK —� 7'0' SETBACK COMMON JACK (TYP)— / '0' JACKS u PARTIAL ROOF LAYOUT ,.- DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS. 3 2X3 OVERHANG VARIES _ , 4 -11 -6 4 -11 -6 9 -10 -12 4,16 -0 NAILS CORNER JACK NOTE, THIS DESIGN HAS BEEN DECKED FOR 100 KPH WIND LOAD, WALL NT 10 FT MAX. PROVIDE FOR uPLIFT AT BEARING WALL CONNECTIONS 950 LDS AT COKMON JACKS R OO LOS AT CORNER JACK. MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 Not 19 SP Webs 2X4 No.3 19 SP TPI -95 Crit: SSBC-95 LOADING L (PSF D TOP 30 15 BOTTOM 0 10 SPACING : 24. O.C. STR. INCR.: 33 X DRAWN BY : TAN CHECKED BY , JAI REP. STRESS: NO CI I 3 M1Tek Industries Inc. Approved fo S- VAL -A.DWG STANDARD RO F• VALLEY DETAIL PREPARED BY WAW OFFlCE. SUPPDRTIN' TRUSSES VALLEY TRUSSES PARTIAL ROOF LAYOUT Supporting Truss • 2x3 (typ) Strop 0 48" o.c. see note (c) below 3 VALLEY AREA 12 pitch 4 to 7 See note 4x4 5x6 spl. (typ) • 3x6 spl. (typ) Supporting trusses at 2' -0" o.c. max NOTES: (a) Provide •continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8' -0" On trusses with spans over 24' -0" the vertical should be spaced. at 6' —O" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strap at 4' -0" intervals w /4, 10d nails each side of strap. Max 100 mph wind. speed, 15' —O" max' wall height. Valley trusses at 2' -0" o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of valley truss. Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2ND 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No. 3 19 SP TPI -92 Crit. SSBC -91 Revised: 7/7/94 LOADING L (PS9 TOP 30 t5 BOTTOM 0 10 SPACING:24 In O.C. STR. INCR.: 33% DRAWN BY: P.G. CHECKED BY: J.A.I. REP. 'STRESS:YES MiTek Industries Inc. Approved for MiTek Industries Inc. 5- uT -6ArwG STANDARD' LATERAL WEB BRACING PREPARED BY MIAMI OITKI. TRUSSES 24" O.C. TYP. /--- 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. LATERAL BRACING DETAIL ALT. LATERAL BRACING DETAIL TRUSSES ® 24" 0.C. TYP. T -BRACE SAME GRADE AS WEB Nailing Pattern T Brace Size Nail Size Nail Spacing 1x4 10d 8" o.c. 2x4 16d 8" o.c. _ Note: Nail along entire length of T Brace . (Each Ply) NOTE: BRACE MUST BE •90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING L (PSFD) TOP BOTTOM \SPACING:24 In O.C. TPI -9.5 Crit. Revised: 2/6/97 c� C=I 00 ,0c STR. INCR.: DRAWN BY: G.LH. CHECKED BY: J.A.M. REP. STRESS:YES 3 MiTek Industries Inc. ., •N • IFIC,�.IL. ce .. 0,14::‘44„ ultPiVb Ine.•": T -Brace Size # Of Truss P s 1 2 Rows of Bracin Web Size 1 2 1 2 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING L (PSFD) TOP BOTTOM \SPACING:24 In O.C. TPI -9.5 Crit. Revised: 2/6/97 c� C=I 00 ,0c STR. INCR.: DRAWN BY: G.LH. CHECKED BY: J.A.M. REP. STRESS:YES 3 MiTek Industries Inc. ., •N • IFIC,�.IL. ce .. 0,14::‘44„ ultPiVb Ine.•": BEST =zxus COMPANY. INC. STRONGBACK DETAIL( N.T.S) 2X4 FLOOR TRUSS SYSTEM INSTALLATION 2X6 or 2X8 Strongback A/C Chase HURRICANE CLIP AT EACH TRUSS 2X6 or 2X8 Strongback NOTE: Connect Strongback to vertical web with care as not dislodge truss connector plate using 2 -16d gun nails or hurricane clips w /8-4d nails or drywall screws Aprox. L/3 Aprox. L/3 Aprox. L/3 L Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): Permit No. oPa('I' 1`11 Master Permit No13,6/ oft? ctrical Plumbing Mechanical Roofing Owner's Name (Fee Simple T�h lder) % �7i Phone # /! 4%j -°'6 Owner's Address /7®e% City / ' „ /,t�' State Zip � ® Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name N Phone # Contractor's Address /54.41,5v,‘ gull° County Miami -Dade Zip City State Zip Qualifier State Certificate or Registration No Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4'42 Type of Work: Addition ❑Alteration Describe Work: Square Footage Of Work: /60 t_c-- New ❑ Repair/Replace� ❑ Demolition ** * ** * * * * * * ***** * * ******* ** Fees * ** ** ** ** * *** * *** * * * * ***** * *** Submittal Fee $ Permit Fee $ /75._ Notary $ Training/Education Fee $ e2 (4 Q Scanning $ CCF $ l ! o p CO /CC 4 Technology Fee $ 39 Radon $ Zoniug Bond $ "' Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 8 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender'&Name (if applicable) Mortgage Lender's Address City State Zip • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDTITONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." . Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to.the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no e approved and a reinspection fee will be charged. Sign Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this q • The foregoing instrument was acknowledged before me this day of , 20 _, by who is personall ... o ' to me or who has produced who is personally known to me or who has produced day of O� 200q, by I C/ 5-Cli /'cj€ NOTARY ;/ : Sign: / , --∎ Print: �►� As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 /00/07 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1475 Printed: 11/18/2004 Applicant: VICTOR SCHEIDE Owner: SCHEIDE VICTOR JOB ADDRESS: 10255 BISCAYNE BLVD. Building Permit Contractor Local Phone: Parcel # 1132050190070 Contractor's Address: Legal Description: Page 1 of 1 Fees: FEE2004 -11533 FEE2004 -11534 FEE2004 -11535 FEE2004 -11536 FEE2004 -11537 FEE2004 -11538 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $175.00 $1.20 $5.00 $0.40 $4.38 $9.00 $194.98 Total Fees: $194.98 Total Receipts: $0.00 ( 752 NOV 18 PAID Permit Status: APPROVED Permit Expiration: 5/9/2005 Construction Value: $1,500.00 Work: WOOD FENCE MASTER PERMIT BP2003 -1148 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT (46/Z7,,, being the legal property owner, for the property Located at: /7T 4/: ,4 LJ,O. Legally described as Do hereby petition the Village of Miami. Shores to act as my own contractor t to the laws of the State of Florida, F.S. 489.103(7),s'}nd I have read and understand the folio ' g disclosure Statement, which entitles me to' 3gark as my own contractor, 1 further derstand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT' State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out-building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the "construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this —f day of IUdy, 20 a By Produced who is personally known to me or who has 044/) as identifi Owner d who did take an oath.' Owner's Side 51-O" MAX WOOD FENCES Wood Posts 2915 Fences 4' -0" High or Less = 6' -0" O.C. 5' -0' High or Less = 5' -0° O.C. 2915.1 Wood fences,, so located on a property that by zoning regulations they cannot be used as a wall of a building, shall, be constructed to meet the following minirnum specifications. (a) Fences not exceeding 5 feet in height shall be constructed to meet the following minimum requirements: from nominal 4 inch by 4 inch by 8 feet -0 inch long posts spaced 5 fee. -0 inches on centers, having a fiber stress of _ 1200 p.s.i. in bending, and shall be embedded 2 feet -0 inches into a concrete footing 1 foot -0 inches in diameter and 3 feet -0 inches deep. Other components shall be designed to comply with the provisiops of this Chapter and Chapter 23. (b) Fences not exceeding 5 feet and 4 feet in height respectively shall be constructed as provided in paragraph 2915.1 (a) herein, except that the spacing of posts may be increased to 5 feet -0 inches and 6 feet -0 inches on centers for these. heights. 48.5 Eae -ovL/ E h to vll 0 k z.aa #loz o. 4 LOT DETAILS: SCALE: 1' = 15' iviiaiiii CS V ithuge Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address f O 5-S7 4t1 City frit'Aeff SAIKstate rrzErf" tilt2 0 7 2eC 414 --- - Electrical Plum Permit No. el Master Permit No. PO 5 1 1q1( P6C SC-He I Sr 5 Y7 (cc 11 irrie u Zip Mechanical 114 hone # Roofing Tenant/Lessee Name Phone # Job Address (where the work is being done) SW 4-S. 1 .6zo city Miami Shores Village County Miami-Dade Is Building Historically Designated YES 17- NO Zip Contractor's Company Name tt,d) C, yo-,34phone, exre Contractor's Address ct d'Ve 0 0 5- 're ic City /17 /Wit', 4,4,c state L Zip 9 (7 Qualifier State Certificate or Registration No. 9 f( t Certificate of Competency No. 2-3 3 / 111.1,„: . Architect/Engineer's Name (if applicable) eD /10 4 ,.....(vj/C-f-5 Phone if g-A 3 - 3 1 31- S Value of Work For this Permit Type of Work: [Yaddition Describe Work: ser seAute A e-gs Square Footage Of Work: DAlteration ['New El Repair/Replace 1:1 Demolition (C ? • it'a-ic -1-74 -t Heave-or1 ?4 --ro -0)4)1 /c2 ti t- .PbeAve-- 1-'4 04 Coe 1Cr4 p Submittal Fee Notary $ 50 CO Permit Fee $ i 6 Training/Education Fee $ Scanning 5 Radon $ Code Enforcement $ Structural Nan Review. 5 CCF $ CO/CC Technology Fee 5 Zoning. Bond 5 Total Fee Now Due S (Contion,...lt nn opoosii,.. side' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDF'1'lONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of who is personally known to me or who has produced who is personally known c me or who has produced 1 e As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Co fission Expires: Contractor tification and who did take an oath. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 mission 4DD231984 Ronda hruk DO7 antic Bonding Co., Inc. *********************** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** 'O Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat � L i{ Q Type Insp'n P I U �' N 3 \ Permit No. A Name Address ® � � Company J //�� J—k Y Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request db Dat Type Insp'n Permit No. C6 114— brOLH Name QJ• [ ciLss 61Q - Company 0 Address Phone # Inspection Date Correction Re-Insp'n Fee ❑ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 */1=144' BUILDING PERMIT APPLICATION FBC 2001 . Permit Type (circle) Owner's Name (Fee Simple e Owner's Address City ECEOVED 1 0 2004 NO Permit No. 61900-11-r-r4. Master Permit No.. AP C73 Electrical Plumbing Mechanical Roofing Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Contractor's Company Name '5 deg ;P- Phone # Zip Contractor's Address City State Zip Qualifier State Certificate or Registration No Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit' J0")1) 1 Type of Work: ❑Addition Describe Work: ❑Alteration Square Footage Of Work: ❑ ew ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * *** *Fees * * ** * * * * * * * * * * * * * *** * ** , ** Submittal Fee $ Permit Fee $ 45 Go. 60 Notary $5.0 0 Training/Education Fee $ t 626 . Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (o �j .4a oc-)S (Continued on opposite side) CCF $ .2U CO /CC Technology Fee $1. Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's•Name (if applicable) Mortgage Lender's Address City State Zip • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and thnt all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b,e approved and a reinspection fee will be charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this 01 day of 0-' 2004, by \ l Ckc n he [ ct-e_ . who is per i Wally 1,11 own to me or who has produced Asa»tification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTAR Sign: Print: My Commission Expires: Signature Contractor ,The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. �f,� ter. sib , .� . f -Jeff fi- 19 o * * * * * * ** My Commission Expires: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOV 1 6 2004 Chc 05/13/03 /1/3/67 Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ocr- Type Insp'n 30 a . Permit No. F/ 65-36 Name teC Address /0 4,zi Company 5 Ca, Phone # Inspection Date Approved Correction Re- Insp'n Fee �"® e�,v,��Gi Miami Shores Village Building Department BUILDING PERMIT APPLICATIO FBC 2001 , Florida 33138 756.8972 Permit No. EL 0,5— Master Permit No. 6fr03- //VP Permit Type (circle): Building Electrical } Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /4_746),( , f e ei Phone # 2 CSC = 7 73,!—J-10 C Owner's Address // -.r 3—(f C,/ f46,/✓3 City,01°Ili9ji J2 i .. r State Zip 9,r),-"IC) Tenant/Lessee Name Phone # Job Address (where the work is being done) /a -U -1— c°'/ l/ - City Miami Shores Village County Miami- a Zip Is Building Historically Designated YES NO Contractor's Company Name Z: L ( / ?f Phone # Contractor's Address 2 ®,i9c(7 e 090 /321 c /CJ City / / , J 7 l { State �=/ Zip L2J //( Qualifier C�C4�` 1 ,-SOj -i ls�Ji� r Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit f c Type of Work: ['Addition DAiteration New Describe Work ,70 09 %� A 770„)-„/- Square Footage Of Work: Rppair/Replace ❑ Demolition Submittal Fee $ / I Permit Fee $ /m4r rs" CCF $ Jk t.o CO /CC Notary $ Training/Education Fee $ ®.. Technology Fee $ e:1` Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 33° o'400 Bonding Company's Name (ff applicable) Bonding Company's Address s City 'State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ET.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a cer #fie opy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) day after the building permit is .issued In the absence of such posted notice, the inspection will not be approved and a reinspect' fee will be charged. Owner or agent The foregoing instrument was cknowl day of , 20 who is personally kno ore me this has produced Contractor The foregoing instrument ' as acknowledged before me this day of 01. 7 -741- y who is personally known to me or who has produced " on and who did take an oath. as identification and who did take an oath. NOTARY P NOTARY PUBLIC: Sign: Sign: Print: f Print: My Commission Expires: My Commission E * „; (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** %Commission # D March 8, 2O06 Atlantic Bon g o., e. APPLICATION APPROVED BY: Cho 12/15/03 Jai- - Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bui ing Inspection Request Date 5 Type Insp'n i^- f ►3 Y rn Cuw� I r5 G Permit No. I V 1 `I 3 J Name Address \ CAS 8 )3c c u Company ' (� c4_ Phone # SC( 2 — 0 11_,S— Inspection Date Approved Correction Re- Insp'n Fee ECM ED MY 2 C} 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Feel Simple Titleholder) Owner's Address /072 JT S 7."' Co "7-e City; %7/9`41/ (t_ State ;%'=7 Tenant/Lessee Nam Electrical Permit No. e ° ( C1 Master Permit N tJ 47,,V7 4/7 Plumbing Mechanical Roofing Phone # :)70T-75V—TS--0 Cr / Zip Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO . `'� Contractor's Company Name (l_ 75 f Contractor's Address 6 ..?(-/( , z "e 3 6 ,f-7" ( City ,/ d L State Qualifier ,. ■ e4_10)-' c.10 )' ,5,74.6t/ e Phone # j Gxr 77J MCP Zip R. /,c_) Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit C,'O 6 Type of Work: ❑Addition Describe Work: /Ale,f ['Alteration w Square Footage Of Work: ❑ Repair/Replace ❑ Demolition ' ' 22 ** ** * * * *** * * * * * * * *****,t * *** Fees * * *** ******* * * * *** ** Submittal Fee $ • Silittoqg Permit Fee $ /4°)44' r Notary $ Scanning $ Code Enforcement Training/Education Fee $ 0 * * * * * * * ** CCF $ o 0 CO /CC Technology Fee $ c ,..S () Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ S 3-0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certifted copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is "issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: MF "t apijng CO , InC. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************************************************** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** % /// a.. Contractor The foregoing instrument was acknowledged before me thisZi day of /nA c( , 20 bLP, by who is personally known to me or who has produced As identification and who did take an oath: as identification and who did take an oath. NOTARY PUBLIC: My Commission, c es Bonded Thrn march 8, 2006 APPLICATION APPROVED BY: Chc 12/15/03 G eo " Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date /� Type Insp'n 'Fi 1 ,/� IU, Permit No. C to , 'Zs3 Name 50-A-1-1c1 CA)-0-e-- Address 10 2.5 Company I1\ (� C Phone # Inspection Date Approved Correction Re- Insp'n Fee PERMIT APPLICATION FOR MIAMI SHORES VIL Date Y 63 Job Address 102.-` M j &e &evTax Folio Legal Description Historically Designated: Yes io aao Owner/Lessee / Tenant \ti C° CE7- Master Permit # 6. tiapset it FL. Owner's Address kr 74 (O /00 iti" GrIZEgeti 3331 SD Phone 30S-- '99/ — STY) Contracting Co. 2, Y. (c)/t ,1 Address D2OS /( /tie .6,11./ . %CJ r 6 Qualifier 04c,iiij S 7 . ?e,,) EA A /ll ss# ,., ' Phone 2®, ?-2 / %,S`� State #,EC0003 / ?S- Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one): BUILDINGCTRIC . PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION dr ..r J;/tr/ /Cf J 6 7 , /P(C "t°p C1-We ic Ye-447(-/9:1 /f7 Ca,! 1 ? arc C/96 4 Square Ft Estimated Cost (value) / l sO Address 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 done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature4:of own r�_: t +r Condo President Date Notary as to Owne.* and/or Condo President Date My Commission Expires: r FEES: PERMIT ' ,y RADON APPROVED: Zoning Building Electrical ! /1 /J.?' Mechanical Plumbing Engineering no i'nK ,Y(' w‘11 Pm). . Signature of Contractor or Owner - Builder 017 e5-7- ate No as to Contractor or Owner - Builder M Commission Expires: a�" rp'% Melinda K. Edelsberg v.a, ,r9 ommission # D 1 e �` March 8, 2006 $ ndMimic Rondieg Co„ Iric. C.C.F. Co •0✓ NOTARY Date TOTAL DUE, l I , 6 0 Miami Shores Village._ 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 9/18/2003 Electrical Permit Permit Number: EL2003 -280 Page 1 of 1 Applicant: VICTOR SCHEIDE Owner: SCHEIDE VICTOR JOB ADDRESS: 10255 BISCAYNE BLVD. Contractor CURTIS LEWIS STEVEN Local Phone: Parcel # PARC2003 -20 Contractor's Address: 17570 ATLANTIC BLVD Legal Description: Fees: Description Amount FEE2003 -5811 Building Fee $385.00 FEE2003 -5612 CCF $8.60 Total Fees: $391.60 Total Fees: $391.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/15/2004 Construction Value:$11,000.00 Work: TEMPORARY CONECTION SERVICE COMPLETE ELEC SYSTEM,OUTLETS SWITCHES APPLIANCES TELEPHONE CABLE JAN 2 9 PAID A00& Signed: (INSPECTOR) In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village, in accepting this permit I assume responlslbllity for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 9 /18/2003 10MADOONCPXONOWITOIY.I WN PIOMOWOJOIM600 1OtSDMP141007190¢l OC N0001.4.3000M1,0MPY00P184 1VM Applicant: VICTOR Owner: SCHEIDE JOB ADDRESS: 10255 Contractor CURTIS LEWIS STEVEN Local Phone: Parcel # PARC2003 -20 ctrical 'errnt Permit Number: .EL2(O3 -281 SCHEIDE VICTOR BISCAYNE BLVD. Contractor's Address: 17570 ATLANTIC BLVD Legal Description: Fees: FEE2003 -5613 FEE2003 -5614 Description Building Fee CCF Total Fees: Amount $60.00 $0.60 $60.60 Total Fees: $60.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/15/2004 Construction Value: $500.00 Work: TEMPORARY CONSTRUCTION SERVICE Signed: (INSPECTOR) In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responislbility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9"-S- S' 03 Job Address% Ae B? ,. Q) Tax Folio Legal Description Owner/Lessee / Tenant \fir rtoe. Owner's Address rick) Contracting Co. / f('L% Qualifier 4W1J S'e7 Cie State # /( COO Architect/Engineer Municipal # Historically Designated: Yes RIECEIIV1E SEP, 1 7 2003 No 3 Master Permit # -4/48 } / FL 1 -c Phone 30c 714 c.5 -fie Address ,ZQ)W /LI( 2C5 /,-�t< 'e /c, — 6'' ; Phone 36 ,�^ %- 0/6— Competency # Address Address Bonding Company Mortgagor Address Ins. Co. Permit Type (circle one): BUILDING LECTRICAL/PLUMMBING MECHANICAL ICAL ROOFING WORK DESCRIPTION Arr,o,zypt ( ;;;75.7.0 c'e A 4 (/(Cic, PAVING FENCE SIGN Square Ft Estimated Cost (value) SOS 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 done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. sintAttgli ignature of owner and/or Condo President 9 -9°03 Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT 19/67e c)Z, RADON C.C.F. APPROVED: Zoning Building Electrical . m ' /°` '' te%'t' Mechanical Plumbing Engineering no rmore4 C,ec w,I1 Po9 Signature of Contractor or Owner - Builder No M (00 as to Contractor or Owner- Builder Commission Expires: '3III'roaSuupuog 313IIe1Y MIL MUM 900Z a Pion sanldi ` aagsrapg D?I npmlaw +'%d ,,,;. / NOTARY TOTAL DUE nr 5. Date Miami Shores Village Building Department 10050 N.E.2nd Avenue, MVliami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING. PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin '' Electrical Owner's Name (Fee Simple Titleholder) ? Owner's Address (, /AIL State City q/ Tenant/Lessee Name Phone # Job Address (where the work is being done) t d() City Miami Shores Village County 1Vfiami Dade Zip Is Building Historically Designated YES NO Jr- » L4J Permit No. ZP PC03 - 1652 Master Permit No.(3P 0003 - to `l6 Plumbing . Mechanical /1/1 Phone # Roofing Zip 7,2_7? Contractor's Company Name Contractor's Address City State Qualifier Phone # Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit /a11-7--(2, C Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition ;ry � Describe Wor .• b/ 5 � /t/ �� ( /, „ c)c. 09 ****************************Fees****************************** Submittal Submittal Fee $ , 50 .00 Permit Fee $ /00 C F $ Notary $ �� Training/Education Fee $ 0. a0 Technology Fee $ g, Scanning $ Radon $ Bond S Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ‘13 0 o (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE C/F COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will no a approve a, da reinspeection fee will be charged (°'. — Signature ��l� Signature e �� Owner or Agent Contractor The foregoing instrument was acknowledged before me this c2.0 The foregoing instrument was acknowledged before me this day of) , 2O, by 1C _AC TN- (5 -n.TI 0Q. flay of , 20 by who is personally known to me or who has produced who is personalty known to me or who has produced As identification and ' , � . ' • i :111).: .1 ..1. as identification and who did take an oath. NOTAR . P) :LIC: ,�+r Commission #D ®231984 NOTARY PUBLIC: Sign: ` ! r 0 , : Jul 13, 2007 r Sign: Print. i1� '� , r oF�W`,. Atlantic BondingCo., Inc. Print: My Commission Expires: Mr My Commission Expires: ***********************************************•**** * * * *s, * * ** * * * * * * * *•* * * * * * * ** * ** * * * * * ** * * * * * * * * * * *st *:rat (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *,,: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' APPLICATION APPROVED BY: Chc 10/14/03 Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMLNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approv f. e ;'r e ' ed above. The submitted documentation was reviewed by He NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 14- 20x34• 5.5. STUD 0.0• 75 ex �I ' O • @.125' 14438' PANEL LENGT. 1 STORY PAN=L E h j TYP. 0125. Loc. M TYP. 15@0' 5.000• MAX. G - ANGLE 5UIL17CUT /CLCSUi ANGLE C -ENE ^ L NOTES: 1. Tu15 5441rrER 5Y5TE!"I 1-135 BEEN DESIGNED AND TEST -ED AS A LARGE MISSILE 11-IPACT PROTECTIVE SYSTEM IN ACCORDANCE. W1Ti -I r-E;=..OR1CA BUILDING CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE r155ILE IMPACT,- TA5 202 :OR uNIFOR'". STATIC AR PC- 55118= AND TA5 203 FOR 'CLIC i1ND LOADINCs. 2. NC 33.3% INCREASE IN ALLOWABLE 5'155 I4A5 SEEN ',S DIN TI-1E DESIGN Or T;-1E ANC:4CR SPACING TABLES. 3. POSITIvE AND NEGATIVE_ DESIGN PR=55UR5 TO BE AE.E.D W1114 T+4E5 DRAWINGS 514ALL BE • DE ! - INED BY .071-ERE, ON A JCS -SPEC FIC 50515 IN ACCOI ANCE WITW 11.e GDvERNING CODE. tL.W!N ASCE 1 -98 15 USED TO CALCULATE °fcSSURES FOR USE W T1•: T1.I15 PRODUCT, TWE USE OF A DR CTIONAI-ITY FACTOR KcI.085 15 ALLOWED.' A UE Sw I ER 5Y5TE'•: DETAILED 1-#E1 IN 15 GENERIC AND DOES NOT PROVIDE INFORYAT1CN FOR A SPECIFIC SITE. SITE CONDITIONS CEvIATE PRO-1 TI-E CONDITIONS `TAILED EREIN, A LCENS!D ENGINEER OR reGI51 EID ARC:-JITEECT `.•:ALL Ptir- °ARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITi -1 11.415 17OCSMENT. a PERMIT WOLDER 51-ALL vERIFY T RE AD =',.1' :ACY CP 7;-15 =X:S'INCa 5Tre•;CTUFM TC'WIT:45T-:-ti , ADDITIONAL 1r1FCSE;^, 6. STORY PANELS S:AL. 5! 22aa STEEL CGALvAN12. D TLIICKNESS. t •0^;,'20' "+1N) C.^NFO41,NG TC ASTM A653. ST ICTURAL C„,:ALITY, GRADE B0. =°a GALv. COATING WIT34 .: "t�.. Fv.5.2427 K51. ALL EXTRUSION5 5 14ALL SE 6063 -T6 A+.LTIINUM ALLOY. UN.C. 1. PANELS 51 -1ALL 5E =ER IANEN i •. LABELED IL1TW A TrNIMT1 C= CNE Y.ARKINGA, PER PANEL 15 FOLLOWS. FLORIDA 5TO -I PANELS. INC. C=A -LOCOA FLORIDA I11 i- D.-DE CC-LINTY PROD. CONTROL APPROVE;. 8. STORY PALM =LS 4.V! SEEN D'!SiG-NED AND 1E57=D TC ^:Axt"°," -1 SPANS AND LOADS 5 -10.1N N TuE :RAWINGS R; =- 'e=NC= CA NSTR::CTICIN TESTING - rRPCRA ^C.: D-C, CF 1-11.11-11 -_, TEST REPORT Ne. 02 -CAI ;e. TCP 4 :OTT;: ^ 41L5 5.+G:.N •• •Y =_F 4 .RG-::ANGED 5 F:=1::: - CCNDIT'C(.S :DICTATE. PANE. • -CR :Z'CN ALL" :.:ERE APPLICAELE. EXCEPT :CR tCUNT:NG CCN�1T^NS :NCLU DING - OR I-1=A:D=RS. ALL SC -T.5 4 W 5-.ER5 - ALL BE ZINC COATED c 5 :LESS STEEL .:T , _ r .:NI •-;... TENSILE 5:7Rz -NGT«3 C= 6E CSI. 1 0 I� N t�- L c ".50' -• 1181• /'� '� i �$1' •may • u62 r-.2.000' -1 ry 0 062 1- TY= -� lace TYP (t • 00516' 0350• --.... ,.._ [GAL., .4 STEEL. :-C.250' ^1 f GRADE 3@I t I r_0.050. �I t 1 .00' MIN. 1 t }7 --, 0 0s,._ I' - •5250• 5.00C• MAX. 0.865' .1-PAN CLOS a UR= `"...117 • W S�ERS� ti/INGNUT t-• 2.043'� LOW- } -1815' 11 @2151 ; @.0154 �E.E15• ,I-- I' 0.@63 :3i 1•C= TRACK. to t r ▪ 0 `^ A 1 � I h 1 14 -2C 5.5. SIDEWALK OR N4C::{NE BOLT 4 WASWEIiLED WlNGNUT • 2 ,1• o_. r. P. -, IS GA. GALv. STEEL SENT ...47E (2G41S Br. TWIG) OR 2.22•x1:5• 6063 -Tb ALI.:1 ANGLE-I. I 4' 5 ITIAX RE Df - E-TAIL t- 2.0bi•• -. 0 cc, 3 0.063 : a35 • J; it 1 R 0 i 1.00•- . �..�0.„"1.Q2• CBCT 'u• Trt_GK EXISTING WINDl11J t/1 reO 3315' :-:Ax 0315• x315' --- I r 0 fc�Ac 1 I j II r TYr 032 0' - acs @r�• T- I C470'�� T,, i T @.65C 11 0.0°5' f I 1 'U. i-'EA✓=R, r 1.000' BUILD -OUT TRACK R0J58. 1.0@0' t . 0.015' MIN. KE11.40LE WA51-1ER cuss IS IaN ERECUR= ONLT FOR 135E %IOU TR .E6 READ 4ND14pgy . Ca, r•py 80301' 5313' h-- 344q•- -� r 0.125' ANGLE -4.r './AR`.' .T.0NCRE7E Tom_ °LOCK C• • =RA.4g tNG - 063' 0063' l' ^j TOP 'U• TR.ACK OvERLA° WALL BEYOND WINDOW DISTANCE ^c_-• -R ..» -.A, OR - TC 1.5 TIMES Dt., .5T AKC=y..,.,; FoG SECT. 2413 -31 v -- 'ANGLE = `i 0rc .i ->=AN CL ^5JR :=1. AIL5 CvE1 ▪ SE RE vER5E-. =N?- a 5• Co =0? _ESCN SE= .:'.NC..:CR 5G:- c`.iiL_ =f,',7 ...LC5La.75 ..?'._.. N T �C25• AX 1= 0.150• 0063'! TYP TYp_ O 'F' TRACK I -- 4.000• ' { 1 4- 0125•' L J1 WELDER END cAP me* DEEP t ' C.44. r L53„ -3 0.063' RI & @ r eta -E.LS' 0.0• -{ '( 1 t I T 53I3' 16 ESP; , GI :, •U• TF ACK C •• __ Ext5T. CONC :• OOR oo DFRa •ING 7 r / Z //j )y • R 2.00•- ExteTING CCNC E. 1 0LLOW 5,,.00K OR WOOD FRAttING J lD, N.T.5. WALL MOUNT CLOSURE _ AIL 1'JIDTW 11NLA"(ITED (.magp TO PAeieL SPAR) ID= rtc, ( c: NN . AS ram // . SECTIONS Bono^+ r•TC INT (cp. 3 i TYPE As REC'D1 QPTIONAL '4 -20 STtTC34 BOLTS WITW u�ssI.3ERED URNCTWTS FASTENED • Qve.tz_APS • P11D5PAN (USE APPROPRIATE SPAN TABLE) 1 PLAN VIEW R03I7' TYPICAL MOUNT ELEVATION N.T9 TOP 11 3,KT TYas 4.5 1ZG'C: \ RC. '1S0 I. 1 PAT DH A: TOP . emT LAST PANEL TTPIGAI. PML>?L ABOVE CBSTRUC��•- OVER .AP7 oesTlaicrlCw OI'R/ 03'15• IIN EDGE DIET -' Zi /- cSAT. ANGLE cm J .N - A _LOSt J P CE {J (SEE Dl....- 5 Cve { LEG D:CTICN '14'. .- SE REvERSEC / /0500' • �� : / OVERLAP MIND A '-'•'ER • ;5' C.0 FCR C ° -5 Cs'N 5 LESS 1_ESi{. _ CC .E V 5 =RE -_ - ^SR u C r5 _E o1E ONLY WIT ANC-CRS e „ ; N- 5 VAT 51 - 1{ PAL BELCUR C/SSTRUGTION BCTTD•1 TICVN (Caw T % Tvm. 3 ;mot» L \--re". PANEL OVER-AP OPTIDNA.. '•. -2C 5TITC.. SCI.TS W:T.t WASR Irs-D WNGNUITS FASTENED • OVERLAPS • IIIDSPAN (USE APPRCPR:ATS. SPAN TA5LE1 TYPICAL "10u'4T ELEVATION AROUND C85TRJCTICI NT_. r.Ax -'t I • ti T Ex15T:NG- t A/A Approved as c mpiying with Oa Florida Bidding C c ,7 Dat: 01123/2cC TiIII►.f� ^ ? - H Zc • Miami wde Protract Centro! EY JA FRANK L. SE'-NARDC, == PS00 =65,15 aft }- t41n 3 • m • I • u-to • Q coo Z • Q rn Fri 1u ZS)- U. 7 ui : 0 z W w z z w 3 FMe1Il • F[2A►Ib:NFI F?Ft•tf,IIJFFPRY LL V LSi .'f 1 k) 0 0_ 0 R= v:5 :ONE.. cad+` c� -•aNrs :-::v :7/4rC2 ::::Y 64b8 -0I EMBED -- 1 / ' /ii tu Lu c C ECTIQN T' REFgRE CE ANC OR SCHEDULE T3 FOR r-14:4' SPACING r SNORT LEG REVERSEC -Ow.ARDS 7wE OPENING EC EC r0.500' N 14 TEK SCREW OR '4 -20 MACHINE SC!Z=W4 NUT •16' O.G. ern* ALL 51M. C.cNNECTIONS�__A REG'D SEPARATION FR.r1 GLASS - (�-F. TABLE 72) 4 0500' EXtST:NGI CCNCRE = ;LLCtJ OR .JC .ANC =:R 15E: O , - r=s 571=rucr .R=i n G .- "rah =_CTIC!v TYPF. R=sNGE ANC:NOR 5C:-iEDULE T3 FOR MAX SPACING ^s .. 3UILD-OUT 1- GLINT SEECT10N �... N.TS. aYG:.cRS T-'r =Y: CI:S• CR 9 (R"c =Z=YCE ANGi:OR SC:4EDULE 73 FOR MAX SPACING :. USE 'Z=MON/A. °LE .:NCi;OR5 ONLT 1 ti k /� �n ✓ / / /- l'-F =tN^. = .�C:.1CR SC =:=UL E 77.-. =CR MAX. SPAC. :NG lr050ty' EC EC ia' sr= ANGLE DIPMCTIox miry nE IREvERSED. AS SMIOWV CONNECT :CN TY=P- IFER.E_NC=_ ANC:40R / 5C1-1 'RULE 73 OR / MAX SPACING 1 ©Soo' OPTIONAL 5UIL'CU7 MOUNTING CONFIGURATIONS (AT WEAVER OR SILL: 1/4 -20 x ; 5.5. AC:NINE SCJZ =W • 125' O.0 r EX :STING CCNCRE?E. NOLLCJJ / BLOCK OR ,-COD FRAMING. ANC:+OR SCi4E13. BASED ON TYPE O= STRUCTUI. EX:S -:NG 1 • • RHO'.: =AR.:.TICN REP 'S5 (REP TA E.7:: ANC R '..CE c= 5- 'R.:.TLRE -_-_ - of At `'a -20 x • GmyLS g -'-C -. SCNEDULE T3 R MAX SPACING . MOUNT 5c_ 1'C v" h -5 EXISTING CONC.'TE. 140LL01:: LOCK OR WOOD FR :r •iNG. 5EE AYC:.^R 5C:%E.^.. SA5E17 ON ' •'°= CF STRUCTURE :JJ.L.. MC'JNT hT5 w� WD EXISTING CONCRE E. LOCK OR wO"'C_ = , _RA:1W SEE ANCuOR SC 5A5E A off Ti-Ft= OF STRt C-�R_ i Z E = - YG -.:- -CR 5C14EDt:LE 3 = CR MAX. SPACING !7E= GLASS SEPAR CAST (SEE TABLE E n gem NIN.) EXISTING] Gt -AZING w� cn w0 X 14' 5.5. MAC. -iNE SCOW LLL. wINGNY:T •125' C.C. C; =we:CT!ON ""O= SECTION REFERENCE .ANCNCR SC:iEDULE T3 FOR MAX. SPACING r=_Xl5TING CONC ETE. !-!OLLOW BLOCK 1 OR =CC =R..ING. SEE ANCWOR % SC-ED. BASE::: ON "MP= OF STtZUCTUIiE. // EDGE/ DtLTANCE / ^Yi 7.--4/Ea /////r y /i 025' REC.= -_ -_t -- -w EXIS':NG :. FR^' G' .5- GLAZING -v. ' ■ (R . __Ai �I Est • :AX 3l v .25• Cs CO vY--_' '1^*i T"a' ec =RENCE ANC,4CR SCI.NEDULE 13 FOR MAX. SPACING )• Load W (psf) No Stitch Bolts LMAX (ft) Stitch Bolts At Midspan LMAx (ft) 25 10' -7" 10' -7" 30 10'- 5" 10'- 5" 35 10' -0" 10' -0" 39 9'- 9" 9'- 9" 40 9' - 8" 9' - 8" 45 9' -4" 9' -5" 49 8'- 11" 9'- 3" 50 8' - 10" 9' - 2" 55 8' -5" 8' -11" 58 8'- 2" 8'- 10" 60 8' -1" 8' -9" 65 7' - 9" 8' - 3" 70 T - 6" 7 - 8" 72 7 - 4" 7 - 6" 75 7' - 2" 7 - 2" 80 6' -9" 6' -9" 90 6' - 0" 6' - 0" 100 5' - 4" 5' - 4" 110 4'- 10" 4'- 10" 120 4' - 6" 4' - 6" 130 4'- 1" 4'- 1" C.^ AI` C ": = t ^ --_-G • - ../ �/ - - �../ I - sr, 1 ENTER SPAN SC' S _LS :7.: NEGATIVE LC...^, 7C D=TE *.*,_ ,.;X:"'^,.7-1 ' aUAE -_ 570R-1 PANEL SPAN. 5C EC U;-E 15 ACC?QTAe E =CR USE U1T-' =05171VE _ =55 7::4'N CR =,^,. TC MEG.T:VE DESIGN 2. IN ER.PCLATiGn. -__- -g -G.:5 45 •ACCEPTABLE, C7 E=c_ 5E ,:5E NEXT u4G-. - °_R L.0..0 EXISTING WC= `R.:55 =f., • MAX ;r- I = 7--.0 I = _ _/ _, vim.. -- ✓ Positive Load (psfl Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 125" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 • NO tee: 1 ENTER SPAN S0- ULE ;L'ITIU POSITIVE DE5 :GN LCA: 0 :ETSR'-I'NE MINIMUM A;•Lau:Val -a 5T0'<": 5EaAR«.r:CN ACM GLASS ` DOOR 7.0 5! PR.. SC -EDUCE t5 FOR 'JSE -- N'= RPCL. :✓■ = ="_.=N -CA 'S 15 ^-. 4 :E? ..5L =. 0 E.'"c..JI5= U5= INEX7 64Gr4E °. _C.:= /e:7GE / ( I r'eXT'eR .R ^J ✓•N WALL =!N15" / - f!/ ,/ / . .0 N^� o R> ' 5C1.:°C.:LE - _'•� MAX h-9 / At G 5 E. us= C-G S " (3: '•.'x:' E'75E= • EAC4. T' J55 (24 0_ II • �S MAX t! `? 1 tiY-N , .=SIGN ..OAO • :60 csr h'x ; •x^ C- -2' ` •'N 5755- TIJ•E RCL - =, 6-EEL TU=B= UV CENTER '.G .._ CR!5E- ,.,EOV =? s TR.:5 E5 4 "14 S".D 'C a• .- = • 6'/0. -. - 5E= RA7iC . _- ' :-d:55 - a= -' ON CR C.-AL, _ ___ SPACER GS RE,s '..a/ = , • "NC's 5 Tc .E -. :5' CR. w t s r -- Lw .___SE.- - 0.;- - AA - =V- =R ='N$ -. JNG. = 2 1 tj Z _t v vi . 4 Z . : tr- • 0. -9.b P. -I. p=NETRATION OR EIMEEE:. ,- EXISTING CONCITE. 14OLLOW BLOCK. CR to009 FRAMING. sEE ANC.WOR SCA-IED. BA...5W: ■ ON T-TPE OF 5TP...:CTul. c5 coNNEc7toN Trp= i C k=s-t FENCE AN140Ft sowEcuLE TA FOR h MAX. sPaciNG r ; tu IT) tu EXISTING GLAZING (GI*0 GLASS 5EP. DIST. (SEE TABLE — T2 FOR MINIrIUM) EXISTING cONCIPTE. ita_Lout ELOoe. OR IX= FRAMING. SEE ANQ-OR SOWED. BASED ON TYPE sTRacraM • V V Vi^1 1114414M WALL MOUNT SECT1°N WALL Rati4T 'R./2c$. N.T.S. Grp CON/NV-104 TY= REFERENCE ANCI-CR 50-+EOLLE TA FOR MAX. SPACING EXISTING c.C•tc.-TE.1-scLLOw rat_txx. foR woo FIR.AMING. SEE •Intot4oR SCIED. SASE D ON TYPE CC STRUCTURE. LEG MAY 5.E. SENT TO 30c4e= MAX OFT ICN4 L_ rNTEJC MOUNT I Ni •••:".. A I I `, r.E>ZISTING CONOT:42. 4-1CLLCLU EtLCCK. OR =CD \ SEE- 'ANC-0R 50-1E17-. BASED ON T''',== Ci= STR...4.7%1IRE. / / / E=C-B CIVANC= C•t -••=7, RE=RENDE ANC`'CR r12,-LECINGUL= TA MAX EXISTING GLAZING RECD GLASS SE. S• 1--(=== TABLE T2 F'CR mtNtmum; r-- 1365._/ LC8 CONN 11 111 .a.mci-tOR sc,14=1, Td FOR it EXISTING D:57. (SEE TA! RECD GLASS SEP. GLAZING- ' 1T2 FOR mtrturtz-t) SPACING 1 1 c't CONN SO14ED. T-OR MAX. SPACING7 ;;" :.36=• .....=======d ■••••• == = =N7 7C 3Cce t: X 1 ',/// /1 Ct.INT S, CE I NcilFLOcr MOUNT 5F.E.D-ON TRadr, mouNT TRACKS. N.T. cl CONNECTION TY,== R.E_%"NCE ANCWOR SCWEDULE TA FOR MAX. SPAONG PENETFL'LTICN oR ! TE>a5TING w wou_o BLOCK OR WOOD FRAMING. /SEE ANcwoR BASED TYPE F enRucTuRE. ',1;.1.,0:1111111111111 tft. /1 C 7, ..n / GLt-Se =157. (9== 7: Ex!S7ING --4" OR MINiMum) i . =;•<!eT 70L-01.11 ELocK cR =cr.; ; T.; / /11-1 SC-E= 1/ 7,-- • • — C5 CONNECTION RE_FMNCS ANcwoR 5cw.EOuLE TA FOR MAX. SPACING ,A-CSOC* / !SCt'ETR!C 700 rRaoc.. scr..5 CUP LOCKS END PANEL FLUS-t AGAINST TOP TRACK I(I) I*7.2'xO.CE.2**13,4* ANCILE 6 END LI.:/ S2) •14 sris TO TIR4C:x. (1) WELDER END CAP • END 4.1/ (2) 94 5M5 TC TRACK r- 1 111 O625* -••••- i 1 r‘ri; I I I 1 I 1---- J 0250* OPTIONAL L.5T!C ICS1015 MOM U1S1 OIL, 'QM .0CW MOWELSo ; %-i'xo3o• PERFORATIONS AT mIDSPAN FOR USE Wm.; FF.EmOvASLE 14ANDLE AND/OR PLASTIC KNOBS TO n4 *-TRACK. OR TOP IP-TRACK (FASTEN TO ETR...4.-Tu- PER. SECTIONS TO LE=T) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON145TRLICTURAL. SEE DETAIL TO LEFT) 5orrotr: 1-t• TRACK OR E.OTTOM TRACK (FASTEN TC STM.ICTUIRE PER DETAILS M. N LC TO I-EFT; SILL TRACK ISOMETRIC SOTTOm TRACK kr.s. L..= • ANE- ECTTCTI E. 4 (- =ANE_-1T! 157 T.C. LAS- = T I YE L ECT-7c- T C!" 74DJACENT PANE-- r L457 PANEL MOUNTED ' FrtCM INSIDE c BLDG --TmFICAL OvER.LAP u u (r) 0 Lf) Z ill ILI cf Z>mLL "4 t• ! (1 • i 2 LL 1 Apvioprirndavedsros co_g=7,ditiying. uith CV V ND 80'1 tr.1 -VI 1 72; c:7 C37 , I-- Liotritonthade Product, Coran.i Nj Z /LW — ar r-. 0 Ard.L.tc:.=.1.rr PANEL 4/1 ; • 1 1,....f-(2) .4-2O S.S. 1 i— \V VI/ STITCL1 3CL7S • 1 6.• r-IAX 1 • 1 tu. u.r.NGNLITS --T-pi-...t....., i; , f rAC-• Si== OT. _..--c=ToN, 7..... ..:*; '. - --.4.x i . -"1/ pAN=L. -....-.E. -. -..., ,- F--! ;..-t i • 1 i il; .7"---,--- `...-- ....--..' ...—, --:„. ---...... – .7)=. ■ :•x: .1.4..,e N4c7c1.4 IN 4: (3; '7= ; CJE C.LCSE:E7 7c P-1NEL ARCUND LUINGNUT pANI=L (\O N7C- Y'"" =X-ERIC,. • R.E.VIE.,(2".•te 7.4.0".• -RAtuN v•-- • 1/4" x 1 -1/4" EMBED ELCO TAPCON 114" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8.7" 2.5" EDGE DISTANCE 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" SPANS UP TO 5 50 ft SPANS UP TO 8.67 ft SPANS UP TO 10 67 ft ANCHOR 72 LOAD 13.2" CONN TYPE 8.3" 6.25" CONN TYPE 3.6" 6.0" CONN TYPE 9.7" 3.6" 6.0" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 114" x 1 -3/4" EMBED 3.6" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 16.0" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3:20 PSI CONC) 12.5" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10 3" Tcap (lb) = 483.00 6.9" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (lb) = 475.00 5.9" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 114 "x7/8" EMBED 15.9" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 12.5" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0' 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 8.2" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcao (Ib) = 429 12.4" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7,1" 9.2" 1i4" x 2" EMBED 6.25" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (lb) = 372.00 a 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcao (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6" ,12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 1/4" x 1 -1/4" EMBED ELCO TAPCON 114" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8.7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (lb) = 218.00 C5 C6 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcao (tb) = 398.00 Tcap (lb) = 483.00 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 "x7/8" EMBED 10.1" 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOUD -SE-i 16.0" 16.0" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR x 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" Tcap (lb) = 358 7.0" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5 9" 6.4" Vcao (lb) = 249 130 12.5" 15.9" 5.9" 5 4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" a" x 1 -1/4" EMBED 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 6,25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (lb) = 204.75 72 6.25" 12.4" 5.5" 5.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcao (lb) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcao (Ib) = 359.53 72 Vcao (lb) = 82.97 130 #14 x 1 -1/2" THREAD 39 PENETR. WCCO SCREW 49 58 Tcao ;lb) = 234.00 72 Vcac tic) = 9.6.74 130 0.75" EDGE DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 12.5" 16.0" 14,4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0 "' 7 12.5" 12.5" 16.0" 6.0" 'vim , 12.5" 16.0" 6 0" t ury;%; 12.5" 16.0" 16.0" 16.0" 16.0" 16.0" 8.9" 6.3" 6.0" 6.0" 6.0" 3.9" 3.1" 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 12.5" 14.2" 6.3" 4 1" 5.25" 10.4" , 6.25" 10.4" 3.9" 25" 10.4" 8.3" 5.6" 4 3" 3.9" 3.9" 12.5" 13.5" 5.8" 3.9" 6.25" 10.7' 4.1" 3.1" 6.25" 10 4" 3.9" 6 25" 10.4" 3.9" 25" 10 4" 3 9" 7,16" x 5/2 EMBED BRASS Et ;SHING & 1;4 -20 SCREW - tlb) =.31.50 \it= t. = 202.50 39 49 x 58 72 130 12.5" 16.0" 16.0" 13 0" 12.5" 16.0" 13.5" 10 3" 12.5" 16.0" 9.2" 8 7" 12.5" 14.0" 6.2" 6 9" 5:5" 10.3" 5 _ 12.5" 16.0" 12.5" 13.1" 6.25" 11.1" 6.25 10.3" _ 25" 10.2 8 3" c 4.3 8.1" 5 4.. 54.. 5.0" 12.5" 13.4" 6.-"R" 10.6" 6.25" 10.3" 6.25" 10.3" 625" 103 4.0" 3.6" 6.6" 5.2" 5.0" 5 y« r- -C\ °- ; "t..- "Nr -17 _ E _ • "ICUNI.•_ 1 HOLLOW CONC BLOCK 114" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 2.5" EDGE DIST. 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" SPANS UP TO ' 5.50 ft SPANS UP TO 8.67 ft JST RU ANCHOR LOAD CONN TYPE CONN TYPE 12.4" 16.0" (psf) C5 C6 C5 C6 CONCRETE 114" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (lb) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7 /8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (lb) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (lb) = 565.00 72 8.5" 16.0" _ 4.6" 16.0" 1 HOLLOW CONC BLOCK 114" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" :' "' //t %/ ; 15.5" 13.4" 11.0" 9.7" 9.7" 1/4 "x718" EMBED CONCRETE 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOUD-SET ELCO TAPCON 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (lb) = 358 12.9" 65 10.5" . 16.0" 4.4" 15.9" Vcap (Ib) = 249 8.3" 72 .8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 15.2" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 9.3" 45 16.0" 16.0" 4.8" 12.6" 7.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 72 65 6.0" 13.7" ; / % //- P"'/ 9.1" Vcap (lb) = 233.50 16.0" 72 4.7" 12.4" ',% / 9.1" 0.75" EDGE DISTANCE 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) =. 359.53 65 Vcap (lb) = 82.97 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4 4" 16.0" 16.0" 16.0" 16.0" 16.0" #14 x 1 -1/2" THREAD . PENETR. WOOD SCREW Tcap (lb) = 234.00 Vcao (Ib) = 96.74 39 45 55 65 72 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.E 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 7116" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (lb) = 231.50 VC-2C tib) = 232.50 39 45 55 65 16.0" 16.0' 11.7" 6.8" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" 10.3" 10 3" �'( INS ";(..";UNT = , =NE_S. T .R.-^ -= MOUNT) HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED 2.0" EDGE DISTANCE ( \. EXIST. STRUCT. ANCHOR ,1/4" LOAD (psf) SPANS UP TO ' 5.50 ft CONN TYPE C7 C8 SPANS UP TO' 8.67 ft CONN TYPE C7 C8 CONCRETE x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (lb) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOUD -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcao (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED 39 12.6" 8.2" T 8.0" 5.2" ELCO TAPCON 45 10.9" 7.1" 6.9" 4.5" 55 8.9" 5.8" 5.7" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcao (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7' 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcao (Ib) = 198.50 72 6.1" 4.3" 4.4" 3.2" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53 65 Vcao (Ib) = 82.97 72 #14 x 1 -1 /2" THREAD 39 PENETR. W000 SCREW 45 55 Tcap (lb) = 234.00 65 Vcao (Ib) = 96.74 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 7.7" 6.6" 5.4" 4.6" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 6.2" 5.4" 3.7" 3.3" T=2.X.X. ;.. 5ENMARCC. P= a. - N ! a v N W `l �W z m Z z IL s W W X Z x mZ i. O LL Zcf) QZ z cri f z Lu z > 4.9" 4.2" 3.4" 3.0" 3.0" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5.' 5.0" 8.2" 7.1" 5.8" 5.1" 5.1" 3.9" 3.4" 5.8" 5.1" 4 1" 3.7•' 3 7" a !-%E E __C-- v_a°_:5 = -a-_\ - \_ <KCC: = -_E _ - -.. r - -a ❑ \nom __ -__- _ �_ r- \ --� C _ \.� ._.. - -• "• \...::CC' -' � - ❑...[ --_ _ .-• =-. � __ _ _c_c =.^.�e -... .: _�= ' \mss^ 5- Apprcn :�:;_: •; -.. %- Florida Date fr. NOAl1 G - `"C . a Miami D.°tia s : �•^•s -ie ..0741 JlY°Sa''Qi� / / , Z./15iONS • Bha -;', MIAMI SHORES VILLAGE BUILDING DEPARTMENT 4-7 7 305- 795 -2204 Buildi ! g In pection Request Date f Type Insp'n Permit No. dp®o3 ,S4,5 Name Address Company Phone # Inspection Date ova 6e..0-40.1.7-/y / Approved Correction Re- Insp'n Fee Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electric 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ? �.D- 2 Master Permit No. BP 7z03 tk Mechanical Roofing Owner's Name (Fee Simple Titleholder) \ I c o _- ( b Phone # SOS- '7 ! 4 Owner's Address ,(7 /`l (113 1 co t City k.A.94141 1 State Zip S31 0 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 .cc 44`4 e iNccArve A/ 0 City Miami Shores Village County Miami -Dade Zip 1.34e5 Is Building Historically Designated YES NO Contractor's Company Name S ` Q.--0 vy) % Yl ( Phone # 3O Pr&5 (o Z 2, 3 Contractor's Address Z ' W ee, 2 s City k.� State `4 Zip S `?,O Qualifier 60 s Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City '' State Zip $ Value of Work For this Permit `2- OOH Square Footage Of Work: Number of: Bays Type of Work: ❑Addition Describe Work: Stories Families Bedrooms Baths DAlteration ew ❑ Repair/Replace ❑ Demolition County Escrow Fee $ v Permit Fee $ 'A Notary $ 5.00 Education/Training Fee $ Tech $ Scanning $ Radon $ Bond $ Struct. $ OCT 2 4 PAID Minus Plans Check Fee $ Total Fee Now Due $ o& j) (Continued on opposite side) Code Enforcement $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable). Mortgage Lender's Address. City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this day of ,20__,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print Contractor The foregoing instrument was acknowledged before me this27 day of 20 0 by XLY OD IC ` - who is personally known to me or who has produced DVL.10 Y as identification and who did take an oath. My Commission Expires: My Commission Expires: ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. C FCA 37 11 1 **** * ** * * * * * * *i * * * * * * * * * * * * * * * * *;'# *i * * ** / * * * ** APPLICATION APPROVED BY: Chc7J7 /o3 Certificate of Competency No. ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION :AN APPLICAfIONFOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER' S. NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM 3ATH TUB UNIT Q. FEE ITEM SWITCH OUTLETS UNIT FEE 'ITEM SPACE HEATERS UNIT FEE 3IDET 1 LIGHT OUTLETS CENTRAL. HEATING 3ISHWASHER 1 RECEPTACLES A/C (WIND) DISPOSAL 1 SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY ( OVEN ABOVE GROUND TANKS LAUNDRY TRAY i WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER 1 MOTORS 0- 1 HP STEAM BOILERS SHOWER 1 MOTORS OVER 1- 3 hP HOT WATER BOILERS SINK, POT /3 CCM'. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE 1 MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 hP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET S MOTORS OVER 100 HP VIOLATION INDIRECTWASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • 'HEATER -NEW INST. 2 GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE j SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA . RELAY TELEVISION OUTLETS DRAINFIELO, 4'.TILE/RES. VIOLATION PUMP & ABANDON SEPTIC. TANK -. RE I NSPECT I ON SOAKAGE PIT CU. FT. clip BASIN DI GE WELL --- DOMESTIC WELL AREA DRAIN 1---- ROOF t .INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING • LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -22O �3ui? •, ng r ection Request. 6)2 A I `� Type Insp'n ? rrnit o. Name i Addross Company Phone # 'Ablution T_ tt Approved Correction Reflnsp'n Fon S >- 2 3 2003 Miami Shores Village lqf�v Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) ` .1 AZ- C . s f Phone # Owner's Address be t1 !DON. STRZer- City . NI1 I State Tenant/Lessee Name 0 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -2O3- - Permit No. /-t Master Permit No. EP a 11 4/8 Roofing 50c' 0 ?313r Zip ' 5 '51 S-0 Phone # Job Address (where the work is being done) 1 O2 /4 aS 'A/6 Bu I0 City Miami Shores Village County Miami -Dade Zip 1 A e Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City �!i h Qualifier C - Phone # State. " Zip Architect/Engineer's Name (if applicable) . Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit �— - Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 1 *, ** * *** * * *** * * **********Fees*************** ** * *** * ** * **** County Escrow Fee ,; kA . Permit Fee $ /f2 Notary $ Education/Training ee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ 1 4.7 + 0 0 (Continued on opposite side) can sga.5 i9nwvnr 130.0D Ck, 58z Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF - COMMENCEMENT." Zip Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20__,by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of Seer-- , 201!, by who is personally known to me or who has produced 'l�q as identifica •-° _,� ommiss,on #DD231984'� NOTARY P : L C: I Qc E xpires: Jul 13,223 3, 2007 n ed`Iitru l ( '•tringr My Commission Expires: My Commission Expires: * *** * *** ** * * *** * *** ter+ *** ** r***** *, * * ** * ** ** art * * ********* *** **** * ** *** ** ter** *** * * * * * * * ** * * ** * * * *** * **** (Certificate of Competency Holder) State Certificate or Registration No. ! r °- Certificate of Competency Na. ************** 4************************************** 11g*********************** * * * * * * * * * * * ** * * * * * * * * * * * * * *s * ** @ APPLICATION APPROVED BY: chc7/7/03 .P 7; /1‘, Plans Examiner e re Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM TUB UNIT FEE ITEM UNIT SWITCH OUTLETS FEE ' ITEM UNIT SPACE HEATERS FEE BATH LIGHT OUTLETS CENTRAL HEATING -' //f;: 310E7 RECEPTACLES A/C (WIND) 3ISITY(ASHER ]ISPOSAL SERVICE TEMPORARY � -A/C (CENTRAL) L;� '7e FOUNTAIN SERVICE SIZE IN AMPS � DUCT WORK _=:> f,' DRINKING SERVICE REPAIR/METER CHANGE REFRIGERATION DRAIN FLOOR APPLIANCE OUTLETS PROCESS AND PRESS PIPING GREASE TRAP INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 If STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTCRS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 IP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER 'SYSTEMS URINAL MOTORS OVER 25-100 HP " COOLING TOWERS WATER CLOSET - MOTORS OVER 100 HP VIOLATION INDIRECT - WASTES. 'A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE _ • SWIM!dING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TIRES SEWER CONNECTIONS _ SIGN TRANSFORMERS , UTILITY -SEWER SIGN TIME CLOCK UTILITY - WATER " FIXTURES SEPTIC TANK • ANTENNA RELAY ... TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER` __ FIRE STANDPIPE POOL PIPING • LAWN SPRINKLER SYSTEM GAS RANGE _ METER SET (GAS) GAS PIPING Miami Shores Village Sec. 6 -3 Air Conditioning Regulations. (a) All individual air conditioning units installed in walls or windows shall be securely anchored to the walls by approved methods. Units installed over public property, paths of egress or more than tea (10) feet above grade shall be secured to the structure by bolts or screws to resist horizontal wind loads. Such units cantilevering more than eight (8) inches on the exterior of a building shall be meted by steel angle brackets secured by bolting. Bolts to masonry shall be set in lead shields or similarly rot - resistant fastenings. (b) The following special requirements shall apply to the control and regulation of noise nuisance from air conditioning machinery. (1) All equipment, existing or hereafter installed, regardless of location, shall be maintained in good working order. Equipment so located that normal operating noises create a nuisance to adjacent owners or occupants shall be provided with soundproofing, or sound- absorbing baffels, or enclosures, as apprbveclto insure maintenance of a reasonable noise level. - (2) All equipment on outer walls, on roofs, orin the other exposed locations, which are undulynoisy, and which causes valid complaints from adjoining property owners or occupants may be required to be relocated, redesigned and/or enclosed in noise- retarding materials when, in the opinion of the building official, such enclosure is necessary or would be effective. (3) Special consideration shall be given to the planning of all future installations to minimise the noise nuisance to adjoining property owners or occupants and the building official shall have authority to reject or require the redesign of any system which, in his opinion, would cause such a noise nuisance. (c) Violation of this section shall be punished as is now or may hereafter be provided by law (Ord. No. 299, Sec. 1 -3, 2- 21 -61). I have read the above ordinance and will comply with the regulations thereof owner /signature Contractor Signature I have read the above ordinance and will comply with the regulations thereof. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 A10 Budding Inspection Request Dat Type Insp'n Permit No. Name U Address Company Phone # Inspection Date 1 Approved Correction Re- Insp'n Fee Miami Shores Village *Sx,/__ - poo Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 1oS ster Permit No. Permit Type (circle): Building ectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) , Phone # Owner's Address /O55 City &wee° y� State Zip 33/3? Tenant/Lessee Name Phone # Job Address (where the work is being done) AL i2 City Miami Shores Village County Miami -Dade Zip ,,,/'3j' Is Building Historically Designated YES NO Contractor's Company Name Contractor's % ddress 77 7 ) � / Cityu State Zip Qualifier• ` e;I • Phone # (o Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Pe Type of Work: ❑Addition Describe Work: (0 "euzei A/) deette49- ❑Alteration ❑New Square Footage Of Work: ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (it applicable) Bonding Company's Address City Zu Mortgage Lender's Name (if applicable) Mortgage Lender's Address °. City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction, and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ThWROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure de • 're' o the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence it the job site for the first inspection which occurs seven (7) days after the building permit is .issued. In th abs nce o % r ch po ed notice, the inspection will not be a, , oved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this �. The foregoi day of . - 20, by , day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: a-tii- 6zvi7 � 4/1 Contractor instrument was acknowledged before me thi 20�i by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: f� Sign: 12- . Ofit--6)z-e_ Print: Leo Alba Gaona My Commissio# �1 y Commission 00224106 My Commission Expires: 11Ay Commission DD'�` (Certificate of Competency Holder) boa Expires July 26 2007 State Certificate or Registration No. Certificate of Competency No. * * * * * * * ** ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 12/15/03 * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** T/, 7 * ** Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT °� Q. 305 - 795 -2204 ,�� Building Inspection Request Date \ c'%-' ' �®� Type Insp'n Q 0C " A Ned Permit No. CC 1 S L _ _ Name Address Company Phone # alt C) NNE 3i 5ulLivtk, Inspection Date Correction Re- Insp'n Fee c=:? 7re t'a Miami Shores Village ilding Department SEP 1 9 2003 BUILDING PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. s3p — Master Permit No. , Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) \I1 e Phone # ire-71 01 Owner's Address Q7S ^1(313 i 44" STWEr- City Q.tk.4 1 State 1(._ Zip !'3t Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 —S ME iSCAN/A/ b b City Miami Shores Village County Miami -Dade Zip 33 @ 3 Is Building Historically Designated YES NO Contractor's Company Name T l i� f�i � ) % L CO( Phone # (D5 ( o 5 -2 S Contractor's Address Lt- s € 10 Lore f City 'N-( i �'G. h L II State FL Zip 1 `� Qualifier �� L Lam (a re) - tC ® Architect/Engineer's Name (if applicable) Architect/Engineer's Address City "N- $ Value of Work For this Permit t' i° - Phone # State Zip Square Footage Of Work: VD() Number of Bays Stories Families Bedrooms Baths [] Repair/Replace ° Demolition --E--( 1e 64043-1- Type of Work: °Addition °Alteration - Describe Work: 13 ev ru --1-t an Corr tt le * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees * * * *,* ***** * * * * *** ** * ****** * * ** County Escrow Fee Permit Fee :` Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Thccl 33o-co c .Q Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ! Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Zip Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approv , and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this r The foregoing instrument was acknowledged before me this LZ day of5� rnhe 20b 3 by , day of teiv4w, 20 °"by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY ttII ' LI NOTARY PUBLI Sign: WI ,,`t (V ,��O Sign:. Print: 00 •�nIL1 /1 °' " �r•.i �' r Sttllfi+ ns ' �t. Print: t�51� . ! Florigc My Commission .' P F pP•�' Coin 2007 Y i,,,r., rhtssiort # DD228a65 My Commissi eor •n 002284455 17 ** **iriririr9kie4rAMHefY�ir r *irin4'gr Bonded • ;•i <.�r ..,.. * 3inttl r�U�Trieitir�Tr�k& tY�ir7tt, r9rf, r, riir4riri4t�inkink *iit�Tr4ie�U,k�te * ..to /Nokoy (Ce c to of Competency Holder) State Certificate or Registration No. CO C 05%11 2- Certificate of Competency No. CC (5 2d? L ############# fF############# t#+ Y****r*fr f*r*.r.rirr•a.*.* .. y 1 t APPLICATION APPROVED BY: Chc7/7ro3 OCT 2 3 2003 Plans Examiner Engineer Zoning. Miami Shores Village • Building Department . . • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Telq305) 795.2204 Fax: (305) 756.8972 • ; Perniit No: • • Jolii%tatile • BUILDING CRITIQUE SHEET High Velocity Hurricane Zone Uniform Permit Application Form 'Section A (General Information) Master Permit No. BP 2tOB (1 LN Process No. Contractor's Name ACEBO ROOFING CORP Job Address 107-55 NF Vd ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile L .Mortar /Adhesive Set Tile ❑ Metal,Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ((oOO 0C-D Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, 'overflow scuppers and verflow drains. Include dimensio s of sections and levels, clearly identify dimens a she zones an location of parapets. 2- Florida Building Code Edition 2002 Hi +h Veloci Hurricane Zone Uniform Permit A,•Iication Form. Se! ction D (Steep Sloped Roof System) \\ II Roof System Manufacturer: (nicr i 1 %\C c.ci\i 1(*) S Notice of Acceptance Number: b2.- 1205 07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3.22- P2: (P - 19 P3: (�o - Maximum Design Pressure (From the NOA Specific _System) :_ 2-q 3Y Method of tile. attachment: Pi 01/4.1- fCGnn Roof Slope: : 12 Steep Sloped Roof Sys Description Deck Type: wed ype Underlayment: Insulation: Fire Barrier: n Ridge Ventilation? iPt Fastener Type & Spacing: Adhesive Type: I'14 Kis bt., LCIADJ 1 5) B T )c kill in field. -\ CY) rW -E- T4pe IBC ype Cap Sheet: Mean Roof Height: -N-qo Roof Covering: c Type & Size Drip 2(2 Gauge_ e*3ECkve Pr 4p Iva 1�%5 4'roC dge: Florida Building Code Edition 2002 Hi9h Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method I or 2. Compared the values for Mrwith the values from M. If the MI' values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. , Method 1 "Moment Based Tie Calculations Per RAS 127" (P1: 9 5 ' ‘x o259 = two _mg: g.4-(4 .Nt„ 3.22- NOA (r2: xx-5757.-- Pieta- Mg: q.,44 =ma ite. lei NOA mir 2-4.3 (P3: Cf 1 xo.ZS1 = 2-LM3) -Mg: 4t.J = Ma )t,. ( 9 NoA Method 2 "Simplified Tile Calculation Per Table Beim" Required Moment of Resistance (Mr) .From Table Below NOA Mf M, Required Moment Resistance* • Mean Roof Height --fit. Roof Slope 49. 15' 20' 25' 30' 40' 212 34.4 36.5 38.2 . 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 324 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w: ) - x cos = NOA F' (P2: x I: = x w: = )- W: x cos 9: = Fa: NOA F' (P3: x I: w: = ) - w: x cos 0: = Fr3: NOA F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X. NOA Restoring Moment due to Gravity Mg Mr NOA NOA Attachment Resistance Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F. Calculated Average Tile Weight W NOA Tile Dimensions I= length ve-.- width NOA All calculations must be submined to the Buildin L Official at the time of .errrat a.. licauor,. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS . 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter. 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been expl • a ed. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High, Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship pro 'sions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be ddressed 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 ren iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B =`; ;ing Code. (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 r should notify the occupants of adjacent units of roofmg 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 Florida Building Code provides the opti =, of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may ca = 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 roofmg system. Ponding-conditions may not be evident until the o : • al roofmg 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 o `e loaded 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 ti acct , r ance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int nor the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 0%aeaaaa.ma Swiss ea.m®..woat 9se8splremplTaopunq bter.t inkacnaesumoicusAnnu6cnort uu014oe ontractor's Signature r SEP 16 2003 14:35 FR BRADCO SUPPLIES BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 2010 Street Boca Raton, lilt. 33431 SCOPE: 305 5979484 TO 30568755226 P.01/09 MIAMI -DADE COIJffy, FLORIDA METRO -DADE FLACLER BUILDING 1411 WEST FLACt.ER STREET, SUITE 1603 MIAMI, FLORIDA 3)130 -1563 (305) 575 =2901 FAX (305) 375 -2905 This. NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dodo' County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mianii-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Mianii Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If (his product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke-( modify, or suspend the use of such product or material within their jurisdiction. RORA reserves the right to ervokc this acceptance, if it is determined by Miami -Dade County Product Control Division that this product er material faits to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of thc Florida Building Code. DESCRIPTION: Spanish 'S' Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NQA shall be considered after a rcncwal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of this product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NiA. ADVERTISEMENT; The NOA number preceded by the words Miami =Dada County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.; 024205.07 Expiration Data 0ilU7141E Approval Date.O((Q7/0B race 1 of 5 ' SEP 16 2003 14:36 FR BRADCO SUPPLIES ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofing Tiles Concrete 305 5979484 TO 3056875526 P.02/89 1. SCOPE This renews a system using Monier Lifctile Spanish `S'Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shalt be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant )Monier Lifetile Spanish 'S' Tile Trim Pieces Test Dimensions Specifications 1 =18" w = 10 i/s° min. 34" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Asencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Description PA 112 High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, monar set or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94 -084 94 -083 25- 7183 -4 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 02- 1205.07 Expiradota Date: 01/02/08 Approval Date:01 /02/x3 Page 2 of 5 SEP 16 2003 14:36 FR BRADCD SUPPLIES Test_Aese_nev The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. . Professional Scrvice Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. =Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -3 305 5979484 TO 3056875526 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 224 -47099 520111 -3 520191-2-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Sc t System P.03/09 T]nte March. 1995 Aug. 1994 Oct. 1994 Sept. 1994 Dcc. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to thc Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by thc underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish 'S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119. and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 024205.07 Expiration Date: 01/02/08 Approval Dnte:01 /02103 Page 3 of 5 - SEP 16 2003 14:36 FR BRADCO SUPPLIES 305 5979484 TO 3056875526 P.04.'09 Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight-W (Ibf) Length-I (ft) WIdth-w (ft) Monier Lifetile Spanish '5 Tile 9.64 1.5 0.865 Table 2: Aerod namic Mul i. tiers - X ft Tile ,Profile A. (ft Direct Deck Application , Monier Lifetile Spanish 'S' Tile 0.259 Table 3: Restoring Moments due to Gravity - Moift-lbf) 6..:12.. 7":12" or greater Tile Profile 3.1:12,. 4":12" 5":12" Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8.27 N/A 8.07 N/A 7.87 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Nail-On Systems Fastener Type Direct Deck (min 15/32" plywood) Tile Profile Monier Lifetile Spanish 'S' Tile 2-10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 28.6 Direct Deck (min. 19132" plywood) 5.1 6.9 41.2 6.8 9.2 1 .#8 Screw 2 .#8 Screws 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Cjipj_ 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth ar Screw Shank Nails Eave Cli. 20.7 43.2 23.1 29.3 27.6 20.7 43.2 23.1 29.3 27.6 38.1 38.1 Table 5: Attachment Resistance Expressed as a Moment Me (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Monier Llfetlle S anish 'S' Tile 1 See manufactures component approval for Installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product. Inc. Average weight per patty 8..grams. Adhesive Minimum Attachment Resistance 29,32 Now No.: 02-1205.07 Expiration Date: 01/02/08 Approval Date:01/07./03 Page 4 of 5 SEP 16 2003 14 :37 FR BRADCO SUPPLIES 305 5979484 TO 3056875526 P.05/09 Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Monier Llfetile Spanish °S' Minimum Attachment Resistance Polyfoam Poly Prom 66.5' Tile Pol oam PolyProm, 38.7; 3 Large raaddy placement of 63ararns of PoiyPro "'. 4 Medium paddyplacement of 24grams of PolyPro'l. Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Spanish 'S' Tile Mortar Set 24.5 5. LABELING All dies shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES MONIER LIFETILE SPANISH 'S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA PIo.: 02- 1205.07 Expiration Date: 01loz/0a Approval Date:01/01/03 Page 5of5 4 ru t•. G•1 GUU.] 1J•de. rr hi i[iftoE • tlt<HJA.0 �ut'YL t t5 10/23/03 03 :01pm P. 001 iki5 :.3 79484 TO 3056875526 P.01/08 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER 13U1LD(NQ PRODUCT CONTROL NOTICE OF ACCEPTANCE • fosyfii;tm Products, Inc. 2400 Spring- Stucbncr Read Spring ,TX 77383 -1132 Your_applicatirm for Notice of Acceptance (NOA) of Two Campu.nent-- Paiyuretlhcae Fosixn Adhe ve under Chapter 8 of the Code of Miami -Dade County governing the use o(Alternate Materials said 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, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. rit1ILAINiC CODE COA1PLL NCE OFFICE METRO- orlon r.LAG$.rR t;vu.ptNG 1.111 %VEST AGI.EA STRtsl: r, SUITE !MD Mtr�bll. r1.01(11)A 33130.1563 (305) 375_`141 1=rt\ ()i13) )75.2vox coriraM. ron i.Irt:NNINC Sl:r: riUN (305137f -1527 FAX (30SI37s -25ss corsrric ACrog t:.stl OnC►:1terrr D (vistoN (3USI37S- 2:346IAX (3US) 77S•29n 1"itODUCr Coy rrttOI. of vaster.; (3us))75-27D rtx(30;137' -6339 The expense of such testing will be incurred by the monu(,tcturcr. ACCEPTANCE NO.: 01.4 52 EX1'IRESS:: p4 /I0/2006 • Raul Rodrigcrr. ChicF Product Control Division TI•ITS IS THE CoVERSr1EET, , EE ADDITIONAL PAGES FOR SPECiFIC ANT) Ci?Ni:RAL corm ITiONS BUILDING CODE Ac PRODUCT REViEW COMMITTEE This application for Product Approval has been revte'vcd by the BCCO and approved by the Building Cede and Product Review Committee to be used iii 1Vliami -Dade County, -Florida under the conditions set forth above. APPROVED: 06/I4/2001 1(s0ium npc2000((tarnpair.slnoecn zeccomm order pagydo: Internet ntisil address: postma.vtur@huiltlingrodronflne.com vneN Francisco .1. Quintana. R.A. Director Miami -111de County l3t'ilding Code Compliance Office 1. Hon:cp :go: ltitp://www.buildincedbottlinc.tom -tw• nen any rout A.-11? .••, nn .rn •y- .nu,v.nirnannwr anonvi.,nt • Mrm G`i CY,u..., 1 J • tG r•!l ORM:t.0 .JI-1. 1 1.. 1 LJ Prayfoarn Products. nc. • ROOT:W. 'd .ASSEMBLY APPROVAL C::.txr ni-v: • Roofing Sub- Catcgnr. v Roof Tile Adhesive Materials: PolyuretImac 10123103 01:27pm P. 002 I U JU JUV 1 ✓..t.J 1 . ut Uv ACCEPTANCE No.: 01- 0521.02 Approval Date: June 14, 2001 expiration Date: Mae 10, 200G SCOPE This approves Polypro® All1t60'tts manufactured by Polyfotun Products, Inc. as described in Section 2 of this Notice ofAcceptance. Cor the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard R.A.S 127, for use with approved flat, low, and high profile roof tiles system using Polypr ot9 AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as An uplift based system for double patsy systems 2. PRODUCT DESCRIPTION Manufnetured by Applicant Polypro® A1W1160 Foam pro® RTF 1 000 ProPacktns 30 & 100 Dimensions NIA N/A N/A Test Speci (ic t tines PA 101 Product Description Two component . polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products nnanufacturcd by others: Any Miami-Dade County Product Control Accepted Roof Tile Apst:rnbly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tilt: adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability r. nn tai Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Results 1.6 lbsJft.' 18 P51 parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel la rise 0.08 Lbsift2 3.1 Pcrnt /Inch 4-0.07% Volume Change 0 -400 F.. 2 weeks • {6.0% Volume Charier: (� !tumidity. 2 weeks ••10T•rinnetnyi rwn.T••1n1 Frank Zutoagz.1&RC Product Control Examiner t-1rr 44 GUE/J J.J•GJ rm DMMVUU JurrLLCJ 10/23/03 01:27pm P. 003 JEJJ J7 1 7404 1U .)I J..)00 1 JJ40 r • CJ.J' t$ Palvfnam Products, inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values ns determined by accepted ASTM test methods and arc subject to normal mautufactueing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating. 3.2 PolyprotD Al-1160 shall solely be used with slat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120. 3.4 RoofTile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their rile assemblies shall test to accordance with PA 101. 3.5 RoofTile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AIR160 roof tile adhesive with their ate assemblies shalt test in accordance with PA 101 and with section 10.4 as modified herein. • F'= MS 4, INSTALLATrON 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tilt assembly's adhesive attachment with the use of Polypro® A11160 shall provide suficieat attachment resistance, expressed as art uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly •0A 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprom AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polytonal Products. Inc. Polyfoant Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration ofthe Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® A14160 shall be applied with Foatnpro RTF1000 or ProPack® 30 St 100 dispensing equipment. only. 4.7 Polypro® A1-1160 shall not be exposed permanently to sunk" 3 •,t0T • rf AAfnV a Fronk Zulo tga, RAC Product Control Exo. tincr 0.11 L n �--. • .... . r -.. • �.. .. . .. CAA% H1-9 G4 Gt1003 1 J % G3 r t nmiu .0 Sl it'rL 1 t5 Polvtoani Products, Inc. 10/20/03 01:27pm P. 204 3UJ J7 f74ty4 IU JUJbG f sJGO r. U4rv_fi3 ACCCPTAN CIr No. 01-0521 02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproe A1-1160 has been dispensed. 4.9 ?o(yproG A1-1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Ench generic the prorite requires the specific placement noted herein. Table 1: Adhesive Placement (tor Each Generic Tile Profile TiheProalc Placement Detail Single Paddy %Veit.ht Milt. (grains) Two PaJdy.Weigltt per paddy Mitt. /emus) Flat, Low. High Profiles ill 35 N/A High Profile (2 Piece Barrel) 111 17 /side on cap and 34 /par: NIA Flat. Low. High Profiles #2 24 N/A Fiat, Low, High Profiles 03 g 5. LABELING All Polyprodb AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 .•,ar .0.se.1nnir I r.+vn r.nn+ Frank Zuloaha, 121.0 Product Control Examiner • APR 24 22003 15:23 FR BRADCO SUPPLIES polyfoaul Products, Inc. 10123103 01:27pm P. 003 305 5979484 TO 30568175526 P.05/08 ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL I SINGLE PATTY 1)Masa1001l 1aahtd.otoxtdclt t7 mapPl)hf*lu *4O11O leertst U cmiUUCI Wb IaO We ON map dash a$$daa�j$ea 1) hee tike ta nd,tda de..% Plan adMJ.. tole. 1t t k flam coin tap al tone t1t. ihoaawtl at) la>. 'laataIngh$ladetonal tro loam al Is 2100 Mist to nt llt Abel a magma awn. of Omaha. Enawag aaa and al wog co.etalat.1 Rata at an (be, ESA dawn (amts. chovnj WeePad► Patti), la UolWW Pewit Mmut edges at Frank Zuloaga, ILItC Product Control Examiner •1n1r' et ••• r. ewer• mUt. ,tn.+ • 4APR 24 2003 15:24 FR BRADCO SUPPLIES Poivfg:►m Prvc{oc1s. tuc. 10/23/03 01127pm P. 006 305 5979464 TO 3056875526 P.06/08 ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL, 2 SINGLE PA rTY kill Ihrouge pluuc cement l.nnrBf 6 .10e-CTo+nnnv. mvn.rrnft, Frank Zuloal , R1tC Product Control examiner enn Fd) HM ea ctIldi 15;d4 1-1.< t3K1-112t...0 I tb Pal fnt Inc 10l2S/OS 01127pm P. 007 t.i'f'-44134 I U .5103b137.d.b leT(/t$ ACCEPTANCE No. 01-0521.02 ADHESIVE PLACEHENT DETAIL, 3 001113LE PATTY FOS through Pitts cement Paddy throve. Wel Paddy (under Illel Single paddy 1n, under die 3 In. Singh paddy on Woe- layman, Single paddy on tnp of Ilk Eave course 2 in. /7 endives sin paddy save Faseto cows) ‘pgy NaH thfough plastic content Single paddy under I1 Singe paddy between lilt 2 In. I 7 In. Indium alze paddy owe course only Single paddt on under- hosed fascia Mottle Ent donate Drip edgz Single paddy rtdef tilt pe- 3 It-A.13ln. Elnule POI nundenarnent Single paddy on top of tIlp Eire Como Ern Como 7 '14WCT"stInnyl rewnienna Frank Zuloasa. RAZ Product Control Examiner ^ew Le*A 4777 7 .". BO VA tat 10/23/03 01:27pm P. 003 P'9 1\ G1 CWU..J .LJ• C. 11% Lan. ufl..V J1J111 —a L-J JvJ JJ. J••tr• 1V JvJV.J..I..ic.v Polvfonnt Pundit ctsttnc. • ACCEPTANCE No.: 01- 0521.02 Renault of this Aeeep:ance (approval) 511.111 be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents. are uo older than eight (K) years. Z. Auy and all approved products shall be permanently labeled with the ntanufacturcrrs name, city, state. and the following statement: "Miantl- D;trlt: County Product Control Approval ", or as specifically stated in tit.: specific conditions of this Acceptance. 3. Renewals of Aceentance Acceptance will not be considered if. a. 't7tun has been a change in the South Florida Building Code affecting die 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. if tits 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 scaled the required documentation initially Submitted, is no ;cngcr practicing the engineering profession. �. Any revision or change in the materials, use. and /or manufacture of the product or process shall automatically be cause For tennination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application. with appropriate flee) and granted by this office. Any of the following gall 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. G. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed to 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 dacumems. whin etc 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. Thu cnginixu need not reseal the topics. 8. Failure to comply with any section oF this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice: of Acceptance: consists of pages i through 3. END OF T1115 ACCEPTANCE d "T1 •CT't11RAVX milmsrlinv Frank 2uloaga, Rat- Product Control Examiner ,an, ", 6Aw ..••• • ww • •ti ••• • of • • ** TOTAL PAGE. 08 **