The URL can be used to link to this page

RC-09-735 E7 r 5r� �5t!O Miami Shores Village Typett11 �)1 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 q ` Phone: (305)795 -2204 K ,: Expiration: 1 2/0 112 0 0 7 Pr oject A ddress Parcel Nu mber Applicant 1293 104 Street 1122320300020 FERNANDO & LORAINE GODINE Miami Shores, FL 33138 Block: Lot: Owner Inform A ddres s _ Phone Cell �.� _�_„ .. _.. _...�......��., _M �..�......� ..,. ._ =Fy FERNANDO S LORAINE GODINEZ 1293 NE 104 ST 305 - 751 -6296 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 2 1,000.00 ARCO CONSTRUCTION 305 - 892 -6507 Total Sq Feet: 480 Approved: Yes Available Inspections: Comments: ROOF STRUCTURE IS PART OF MAIN RESIDENCE AS LONG AS IT IS ATTACHED. UNATTCHEE Inspection Type: Date Approved: 5/4/2009: Yes Final Date Denied: Electrical Type of Construction: PATIO ROOF Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $12.60 RC -5 -09 -34699 $ 75.00 $ 75.00 $ 0.00 Education Surcharge $4.20 Permit Fee - Additions/Alterations $630.00 Check #: 3886 Plan Review Fee (Engineer) $60.00 RC - 5 - 09 - 34806 $ 722.55 $ 722.55 $ 0.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $15.00 Check #: 3921 Submittal Fee $75.00 Submittal Reversal Fee ($75.00) Technology Fee $15.75 Total: $797.55 In consideration of the issuance to me of this permit. I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 04, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy - June 04, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 795 .2204 V Fax: (3 01756.8972 BUILDING Permit wo 01 PERMIT APPLICATIO M�►Y 0 1409 Master Permit No. FBC 2001 .o Permit Type (circle)- Building- Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder 01 ta lt t ` 3,, — Phone # Owner's Address �Z Q� ^k-� l o a� S C ,/`e City 9lL�o State I' Zi p Tenant/Lessee Name e,9 / Phone # Job Address (where the work is being done) 15Q 7Yn.Q City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO k- Contractor's Company Name Cam) 6DIP Phone # Contractor's Address -e r� c City 1�+ - �QI � State t— Zip N f Qualifier L QGk_ ✓' 7) j 5 State Certificate or Registration No. 4:::2 � 1 " Certificate of Competency No. Architect/Engineer's Name (if applicable) 1;�id(^f ezt9 � Phone # 2 07 t, e 4 tb $ Value of Work For this Permit t Square Footage Of Work: Type of Work: Addition , ` ❑Alteration [ El Repair/Replace ❑ Demolition Describe Work. Submittal Fee S Permit Fee $ '�� CCF $ I a' 26fE'e Notary $ Training/Education Fee $ Technology Fee $ 1 5 05 Scanning $ Radon $ Zoning Bond $ Code Enforcement S Structural Plan Review. S 6& vo ± 4 aj oV -r f ZO L AO Total Fee Now Due $ • VV (Continued on opposite side) I 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 t be approved and a einspe tion fee will be charged /y� a Signature `� 1 �r�J C/ I(1l� Sign Owner or Agent Co n ctor The foregoing instrument was acknowledged before me this The foregoing instrument was ac ged before me this day of 20 (- by day of , 20 M, by , who is personall 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: ��.t� Sign: Print: d u ai.t:ZIDA r;,, Print: 't Sandr4 D. Hart My Commission Expires =,, ` #DD867559 F m slon EXPues: APR. 02, 2013 My Commission Expires: �.�' Expires: APR. 02, 2013 APPLICATION'PROVED BY: i Plans Examiner Engineer Zoning chc 05/13/03 v / O i - - 7j�5 - Anonymous Resident Miami Shores, FL 33138 09 June 2009 Mr. Norman Bruhn Building Offical / Director Miami Shores Village 10050 NE 2 Ave. Miami shores, FL 33138 -2382 Subject: 1293 NE 104 St., Miami Shores, FL 33138 Dear Mr. Bruhn, We are writing this letter anonymously and in confidence regarding the construction that occurs on a regular basis at one our neighbor's residences. Over the past few years we have watched as impact windows are installed in the middle of the night to avoid enforcement detection (2006), no permit was posted on the residence. We watched an extensive hot tub deck with an elaborate two story dock structure being built (2007). Again, no permit was posted. Now, we observe extensive rear of home / patio modifications being done in the rear of the residence (2009). Again, no permit is posted. Our goal is not to become the local code enforcement patrol for our block. We do however have a concern about shoddy construction and flying debris in the event of a storm. We also concern ourselves with insurance costs and what poor construction does to raise all of our premiums. The most bothersome is the lack of regard for the Miami Shores building rules and permit process; a process designed to ensure home values and the safety of neighbors and neighbor's properties. We wish that Miami Shores look into the facts we raise in our letter to you. Sincerely. A concerned Miami Shores Family. This Instrume t Prepay d 8y: Name low �.�`°�, AddressJj w� W- Permit No.� y� w� � Tax Folio No. �� ¢^ STATE OF NOTICE OF COMMENCEMENT r COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with ��• Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of property: (legal description of property, and street address if available) J w� M 2. General description of improvemenL rris: �.. pY 3. Owner information c a. Name and address:Y1irkt/t } {) Vl0, b. Interest in property: ��y �1 ( j ` c. Name and address of fee simple titleholder (if other than owner): ` 1 /�� S/( 7 �y �'Z€ A U : 01 / cl _<tL 4. Contractor: "" a. Name and address: 4,-Cc C) 60 , ((. Cc3 r j 63` "V2 / ✓ e AJ HiCk 00 CN ` z- + ` b. Phone number: ; p . rt . 1 1 5. Surety +=: => a. Name and address: cr: ` b. Amount of bond $ ( t ¢ c. Phone number: -� s-a fr: 6. Lender _ :at 4-- e,C a. Name and address: ' b. Phone number: A//4— 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) a)7., Florida Statutes: a. Name and address: 7�1 /293 b. Phone number: I � Si��,�� t ��3� . 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notic Section e as provided in S 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEN Signature of Owner or 's Ow e u ry^� Partner /Mans er Owner's Authorized Officer/Director r� �1 g lgr Signatory's Title /Office he foregoing instruMlaclnowledged before me this d y of (year) by ae of person) as — (type of authority ... ,g. offi, atto ey in fact) For _ ' { behalf of whom instrument was executed). _ (name of party on m GC U . . c� . w amn � .u n o � o - �, CAM VANES SA . V. PEREZ Signature of No ary Public - State of Fft F ' a Print, Type, or Stamp Commissioned of Notary Public Expires 3/27/2011 Commission Number ° "fg Florida NotaryAssn I% ' w :..: £ • °..._ _ _.....�... :.. .: Personally Known_ or Produced Identification Verification Pursuant to Section 92.525 Statutes Under penalties of perjury, I declare that I have read the foregoing and that hia4. true to best of my is s in it knowledge and belief. �'J /� Signature of Natural Person Signing Above SNORES G ,�.�. ITY 121111" snob, VA M =law �LORIDp' CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: •�� S � na in _' PERMIT # qL Q( ADDRESS: 12! 10 OC" FOLIO NUMBER: f 7Z G 02;J 170 Z© FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal , � 79 OWNERS SIGNATURE: DATE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: DATE 11 -12 -08 A�rcv +�vrers�uc�vn Ge>>r..�v�cvt•ivn. March 21, 2009 Mr.& Mrs. Fernando Godinez 1293 NE 104th Street Miami Shores, FL 33138 Re: Proposal. .Arco Construction Corporation will provide following services at'subiect property Produce Brit gibed as: detached roof ova s92 to four (41 stwl columns Roof to overlap existing house roo sufficiently to drain rain water over existing house roof. Roof structure to be erected from pre - manufactured trusses. Truss design to have portion of underside vaulted. The exact area vaulted to be determined by truss designer. The underside of roof to be lined in l x 6 T &G. Roof structure to be resting on steel I beam which is going to be dressed in wood. Electrical installation will consist of one centrally located outlet for the ceiling fan, four other outlets suitable to support light fixtures, two independent switches, one electrical outlet on lower part of the patio and one electrical outlet for bracket mounted TV (TV installation not part of this contract). Arco Construction Corporation will make the roof ready for the roofer to perform work. At this point price of roofing is not part of this contract. Owners are free to retain services of roofer of their choice. However, Arco Construction Corporation will provide a quote for the roofing services and if accepted will perform roofing over new patio.. Drawings provided for the project will be signed and sealed by a licensed engineer and will have all necessary calculations. Exclusions: As built survey if required, professional survey of the location of septic tank and drain field if required. Any additional requirement from HRS related to modification or relocation of the septic tank and drain field. (Minimum separation between location of the foundation and those is required). Required inspection by the engineer of record (foundation and roof framing). Repairs to the tiles on the existing patio. Wrapping the columns for esthetical reasons. Painting. It is also assumed that existing electrical service is capable of supporting additional electrical installation as described. Cost of permits by owner. Total price: $15,995.00. 40�4e- C,4 (see page 2) ®1,• �p Gene at CorUt /CGC1505163 /1665 N.E. 137th TftweeM.Mid ii. FL 33181 Property Information Report Page 1 of 1 My Home MIAMI-DADE ahw PT = arMat=' pil t e oI Summary Details: Folio No.: 11- 2232 - 0 30 - 0020__ Property: 1293 NE 104 ST Mailing Address: FERNANDO GODINEZ &W LQRAINE GODINEZ 1293 NE 104 ST MIAMI SHORES FL 33138 -2659 Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 312 Floors: 1 Living Units: 1 dj _$�{,FQntage: 2,337 Lot Size: 9,000 SO FT Year Built: 1953 Legal Description: 32 52 42 RIVER BAY PARK PB 41 -55 LOT 3 BLK 1 LOT SIZE 75.000 X 120 OR 15595-39010492 1 COC 22410 -0322 06 2004 1 ale in#omratiort. Sale O /R: 22410 -0322 Sale Date: 6/2004 Sale Amount: 1$660,000 AssessmeW Year: 2008 2007 Land Value: $379,809 $506,655 Building Value: 8 $265,978 Market Value: $645,787 $772,633 ssessed Value: 36,084 $617,558 Exemption Information: Year: 2008 2007 H $25,000 $25,000 2nd Homestead:. YES {�O Taxable Value Information: Year: 2008 2007 Taxing Authority: Applied Exemption/ Applied Exemption/ Taxable Value: Taxable Value: Regional: $50,0001$586,084 $25,000/$592,558 County: $50,0001$586,084 $25,000/$592,558 City: $50,000/$586,084 $25,000/$592,558 School Board: $25,000/$611,084 $25,000/$592,558 [Close win_ dow] j here to_Printj This report was created on 5/26/2009 10:48:08 AM for reference purposes only. Web Site O 2002 Miami -Dade County. All rights reserved. http: / /gisims2.co.miami -lade. fl. us/MyHome /propte "riot .asp ?folio= 1122320300020&c... 5/26/2009 uw� AVami Shares Village -- Building Department iOM N.E. 2' Ammuk Miami Mwre4 FI 33138 Tek 305 -795 -M i r.= 305 - 756.$972 IMER MING l (We) have be. retained by ( of o /agW) $J of. ✓J co . undor the Florida Building Code at tIue project (arlch�eas) I ! ©� Miami Shores, as of _ _ S M �� a or � liO� in the Static of Floxida. 'PERISS!i r NumBigR- _ �►`'�1� 0 Special ,Tnspoctor for Reinformd Unit Mmm-y, FBC 2122.4 0 Special Inspector for TWsses over 35 Ft. Long or b PL M04 FBC 2319.17.2.x.2 SpeOW InapWtor fox Steel Connections, FBC 2218.2 © Specid Ittspctor for Soil Compaedon, FBC 1820 3.1 0 SP" WPB for Precast Units & Attachments, FBC 1927.12.2 0 SPOCW IDVWtOr for Pilings, FBC 1822.1,20 0 Special IMpector for NO M Please k btt tbat aMtV The following indivWu*s) wVloyed by this fum or me are =&Md to Pwrorm hNP& bone. 1. 2. 3. 4. L ) uad�andt�s Spac�l � �g� ba: nuffitbe died to acne ostbeslte � b y tl � i �unl IM /Ul aory am be PfttxwA by �tni Shoats. 7U bum � be called for an � by �, �ar�a�b M dbyOeOWMrqft Mira }' I8yd6cs bWbmt6ao l�ew�lcu�aci�1�Y�la►1beA�l �at�ednas beGaraaB b►Stm soda NNW 900 fit Mmft 6K tot to bWaftq boMedsk � puvM cd� p o MMA t Of Ve Florbta [:ode and we bi aAOa�Ce the � - and Sealed Address 7 A4:21 Phone N& 8 Z 3 3 -�T Miami Shores Village Permit No. RC-5-09-735 10050 N.E. 2nd Avenue . . .... . .......... ........... ................. . ............................................... ....... ....... ........................................... ... ........... .. ....... ...... .. . .... ..... ... d -t . ........ Pet MA bp 1 C. 0-s- v w ws I. !fow� ........ mji�ly ...................... - ". .. R ..... pr Miami Shores, FL 33138-0000 .................. ...... ................ ............ ............... ............................. ...................... ................. ....... n- ............ ........... .......... W k..)� --fait X .............. Phone: (305)795-2204 Fax: (305)756-8972 ......................... . ............ ... Issue Date: Not Issued Expires:Not Issued ....................... ..... . .................................... . . . .......... .. gim Folio Number: 1 122320300020 . . ......... ................ — --------- .......... Owner's Name: FERNANDO & LORAINE GODINEZ Owner's Phone: 305-751-6296 Job Address: 1293 104 Street Total Square Feet: 480 Miami Shores, FL 33138- Total Job Valuation: $10,500.00 ......... ................. ......................................................................................................................................................... ........................... .............. Contractor(s) Phone Primary Contractor ARCO CONSTRUCTION 305-892-6507 Yes .. ... ... . .... Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/4/2009 : Yes Comments: ROOF STRUCTURE IS PART OF MAIN RESIDENCE AS LONG AS IT IS ATTACHED. UNATTCHED STRUCTURE IS NOT PERMITTED IN THIS LOCATION. ,S OR ES Gr Miami shores Village INC. 1 1 93,2 B �� Building Dep!� r . $ .,,.. 10050 N. Te nu e Miami Shores, Florida 33138 ?'E8 I0 Tel: (305) 795.2204 FLORIDA Fax: (305) 756.8972 Permit No: 09 -7j!5 Job Name: Al„ , , 2009 Page 1 of 1 � Building Critique Sheet ® (� a 4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 - � � , Parcel Owner Report Parcel Number: 1122320300020 1293 NE 104 Street Miami Shores FL 33138 - Tax ID: 1122320300020 Owner Information FERNANDO & LORAINE GODINEZ Current Owner: Yes Phone: 305 - 751 -6296 Related Permits Permit Number Application Date Expiration Date Status Decks /Gazebos/Trellises DGT -6 -07 -1211 06/11/2007 01/27/2009 CLOSED Fence/Wall FW -1 -06 -203 01/25/2006 01/25/2007 CLOSED Imported Permit BP2004 -482 04/09/2004 10/15/2005 CLOSED Imported Permit BP2004 -1351 10/14/2004 05/01/2005 CLOSED Imported Permit BP2004 -357 03/16/2004 03/06/2005 CLOSED Imported Permit BP2005 -1275 08/30/2005 02/26/2006 NULL AND VO Residential Construction RC -5 -09 -735 05/01/2009 01/01/2999 APPLIED Roof @F -9 -08 -1733 09/24/2008 05/13/2009 CLOSED oa �� , ► 0� Tuesday, May 26, 2009 Page 1 of 1 utf; 10 rAA I ouu bab 7530 DATA SCAN FIELD SERVICES Shores Niillacrc- u f f 'ld*ng Deportment 100 50N.F.2nd Avenue 4kicmi Shares , , F 31138 Tel: (.30 -- - ? ci t ! 1, - — Fax: (305) 756.8972 Permit Nn. OF *7 W Job Name Late STRUCTURAL CRITIQUE SHETT 7 rA 1v Miami Shores Village g Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O F - 7 3 -5 - Job Name GCd " [: 3 Date 3'112. t o 9 STRUCTURAL CRITIQUE SHEET CJ SAtour / Gtr oLt. n ew &c4 g 3 G S Gc, SGT✓ ��x i �r�� 41*r, A / :3 • LJi /1 fl, ere be l as l2 jn +J, icr� w �O CXl ST wa1 a c�r�r could � 'n &1C eve C8l /�rzq. Ay b x 3 i Gy ka t 1r Ah +e %filjs ? rAI3 �f �°' Sh • �'� dehai i e q emcee -d / Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 113124 Permit Number: RC -5 -09 -735 Scheduled Inspection Date: March 01, 2010 Permit Type Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: GODINEZ, FERNANDO & LORAINE Work Classification: Addition /Alteration Job Address: 1293 NE 104 Street Miami Shores, FL 33138- Phone Number 305 - 751 -6296 Parcel Number 1122320300020 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305 -892 -6507 Building Department Comments TO INSTALL ROOF OVER EXISTING CONCRETE PATIO ON THE BACK OF THE PROPERTY. truss plans submitted Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 26, 2010 For Inspections please call: (305)762 -4949 Page 1 of 19 Edward A. [ANDERS, P.E. CONSULTING ENGINEERS February 24, 2010 Village of Miami Shores Building and Zoning Department 10050 NE 2 nd Avenue Miami Shores, Florida Attn: Building Official Re: Special Inspection Project: Godinez Residence Permit No. RC -09 -735 1293 NE 104 Street Miami Shores, Florida 33138 Dear Sir; We inspected the existing condition of the patio at the above referenced residence. The existing patio had Cuban the supporting a Mexican type tile without any concrete base slab. We recommend removing the tiles and replacing with concrete pavers on a compacted on a compacted sand fill. Please call if we can provide any additional information. Very truly yours Edwar A. Landers, P.E. 7850 NW 1461 H S7REEi, SUIT 509 * WW! LAKES I - L 33,016 * (305)823 - -3938 " FAX (305)823 -9355 ,5 �► ORE S `,` Inspection Worksheet 9 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL F CORIDP Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Nutri � 1 2 Scheduled Inspection Date: June 25, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: GODINEZ, FERNANDO & LORAINE Work Classification Addition /Alteration Job Address: 1293 NE 104 Street Miami Shores, FL 33138- Phone Number 305 - 751 -6296 Parcel Number 112232030002 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123158 Permit Number: RC -5 -0 -735 Scheduled Inspection Date: August 27, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: GODINEZ, FERNANDO & LORAINE Work Classification: Addition /Alteration Job Address: 1293 NE 104 Street Miami Shores, FL 33138- Phone Number 305 - 751 -6296 Parcel Number 112232030002 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments TO INSTALL ROOF OVER EXISTING CONCRETE PATIO ON THE BACK OF THE PROPERTY. truss plans submitted Inspector Comments 1 / Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A.. -,,.+ Ia inno For Inspections please call: (305)762 -4949 D , „ ,.f i F FS Miami shores Village _ Building Department 10050 N.E.2nd Avenue i Miami Shores, Florida 33138 pIORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- Job Name: 2009 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 00 M lo 4"a` Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. Q� —�55 , PERMIT APPLICATION Master Permit No, FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) "✓ a 6—, 5;L � Phone # Owners Address ��C �/ �1 51�, �' City State A-1— Zip � Tenant/Lessee Name Phone # Job Address (where the work is being done) l ? ! l fl City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name 40CC 10 1014 5111 "�- Phone # Contractor's A - City _ / 6 cxy�" c State L Zi Qualifier Name Z e - Phone # :? 0 State Certificate or Registration No. S Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 A�...�U� C�� , Phone # Value of Work For this Permit $ D Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace [{ Demolition Describe Work: Z < m Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 0, n" Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sienatum Owner or Agent ontract r The foregoing instrument was acknowledged before me this The foregoing instrument w acknow edged before me this day of , 20 _, by day of .20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY• vg Plans Examiner Engineer Zoning (Revised 07/10/07) Miami Shores Village r'y 10050 N.E. 2nd Avenue - - "" Miami Shores, FL 33138 -0000 tstakw Phone: (305)795 -2204 y Expiration: 1210'V200 Project Address Parcel Number App licant µ V M^ µ 1293 104 Street 1122320300020 I Miami Shores, FL 33138 Block: Lot: FERNANDO 8< LORAINE GODINE Ow ner Information Address �� Phone Ce ll FERNANDO & LORAINE GODINEZ 1293 NE 104 ST 305 - 751 -6296 Miami Shores FL 33138 Contractor(s) Phone Cell Phone LValuation: $ 1,000.0 LS CURTIS INC 305 - 892 -0115 Sq Feet: p Type of Work: ELECTRICAL Available Inspec Additional Info: PATIO ROOF Inspection Type: Classification: Residential Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 EL - 6 - 09 - 34982 $ 167.80 $ 167.80 $ 0.00 Permit Fee - Additions /Alterations $160.00 Check #: 3921 Scanning Fee $3.00 Technology Fee $4.00 Total: $167.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 04, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 04, 2009 1 Miami Shores Village Buildin g Dep artment artment + °` ' 1009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B �• - -�� Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. —` PERMIT APPLICATION master Permit No. RC 0 3� FBC 2000 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) OKS&I f10 p Phone # Owner's Address Z a City c .. i .zs►29 �r '-^ State Zip -33 `Z ? Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # _S"' Contractor's Address x y/ City A6!g T/dK:/ Stat Zip 31� Qualifier Name _/& sp�°1/�_ ,� �j' S Phone # State Certificate or Registration No. 000 z. 1 7 �� Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration New ❑ Repair/Replace VV � ❑Demolition Describe Work: g %>CXY.'X%tYX�CXX XJC X]C'. FYX ]C % % %�. X'Y'i:� %Y XYi.XX)F Fpp� %Y.1CX]: �'�.)YYYYi{�'i:i: 9;d:xxicxaY k xc z>: a: a:xr. �exc *a: is *a: Submittal Fee $ Permit Fee $ //�O 'a VV VV CCF $ CO /CC nn Notary $ Training /Education Fee $ Technology Fee $ 4. Scanning $ 3 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good 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 appr ved 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 acknowle e dged before me me this 1 7 day of _z__ 20 , by /2 k �,,/ day of , 200 , by Lam' �i (Gv46 who i s.raexso n _"Tra___y - cnown to mewho has produced who i erson I w 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: A STFIOUT Sign: Print: i aNn PUBLIC — STt� 60953 Print: N4 A Y PUSLIC — STATE OF FLORIDA CO CO(V MISVON #DC My Commission Expires Commission E Y p&5 Ap . L1 APPLICATION APPROVED BY: Z8AiGl/Gvs' Plans Examiner Engineer Zoning (Revised 02/08/06 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Numbe INSP- 115129 Permit Number: EL -5 -09 -873 Scheduled Inspection Date: February 24, 2010 Permit Type: Electrical - Residential', Inspector: Devaney, Michael Inspection Type: Final Owner: GODINEZ, FERNANDO & LORAINE Work Classification: Addition /Alteration Job Address: 1293 NE 104 Street Miami Shores, FL 33138- Phone Number 305 - 751 -6296 Parcel Number 112232030002 Project: <NONE> Contractor: LS CURTIS INC Phone: 305 - 892 -0115 Building Department Comments ONE CEILING FAN AND FOUR PENDANT LIGHTS. ONE GFI Inspector Comments Passed`' - Failed Correction Needed Re- inspection ❑ Fee No Additional inspections can be scheduled until re- inspection fee is paid. February 23, 2010 For Inspections please call: (305)762 -4949 Page 2 of 34 N Miami Shores Village w y I 10050 N.E. 2nd Avenue o ft Miami Shores, FL 33138 -0000 x �u Phone: (305)795 -2204 �� r � r Expiration: 12/12/2 00 9 Project Addr _ Pa rcel Number Applicant � T 1293 104 Street __....�._.,..._. 1122320300020 �� - .._..,. .._..` FERNANDO & LORAINE GODINE ' Miami Shores, FL 33138 Block: Lot: Owner Information Address Phone Celle _ mµ ` FERNANDO & LORAINE GODINEZ 1293 NE 104 ST 305 - 751 -6296 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 4,900.00 -.M.. ROCHE ROOFING (305)220 -7663 Total Sq Feet: 550 Type of Work: Re Roof For Inspections please call: Additional Info: NEW ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $3.00 RF -6-09 -35072 $ 50.00 $ 50.00 $ 0.00 Education Surcharge $1.00 Permit Fee - New Roof $250.00 Scanning Fee $6.00 RF - 6 - 09 - 35110 $ 216.25 $ 216.25 Submittal Fee $50.00 $ 0.00 Submittal Reversal Fee ($50.00) Technology Fee $6.25 Total: - $266.25 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information, is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 17, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 17, 2009 1 Miami Shores Village Buildin g Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 ) _ T95.2204 Fax 305 756.8972 ' QiEIVE BUILDING Permit No. o PERMI JUN 1$ 2009 T APPLICATION Master .Permit No. o� 7 3s FBC �.... r Permit Type (circle): Building Electrical Plumbing Mechanical F Owner's Name (Fee Simple Titleholder) "� j- ora�v►e (fi n ez Phone # ($oS� -'� O Owner' Address City IYl latiu L, State Zip 33 13 Tenant/Lessee Name Phone Job Address (where the work is being done S 3 fit; _ g ) c) � 4t City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # _ r ( -2232 - p30 _ 00, Is Building Historically Designated YES Contractor's Company Name Rd_ VLF Phone # -3D S - ZZ 0 - 710 j Contractor's �Ad 9 �_ 5 t.l f Co S Ag , , cit fMt State t- Zip 33144 Qualifier Name t C ( &o 2 A (t± >_ L_A mT-� Phone # 30S Z Z J State Certificate or Registration No. 036S00' 5_ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4 , oo Square LineaK Work: V T WIM:1 to *a - owq VW014 ° T e of Work: V01.Ot"Mai it AM 000030 yp ElAddition ❑Alteration �ew &1TW P9 % W"V plac emolition Describe Work: Coc ov� -T ct�ut- 6 'O+rP�t. Q►�cL� -� To G E sm N W1 V G(lr °0 �� Sub !t l fee $ Permit Fee $ CCF $ [ TIc Notary $ pp Training/Education Fee $ i Technology Fee $ Scanning $ lJ1• Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Y a•� .r• Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address J . 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 t be approved and a reinspn fee will be charged 1 / r /1 N ignature J ' A' 7 6/1 Signature �Z Owner or Agent Contractor The foregoing instrument was acknowledged before me this h� g Z The foregoing instrument was acknowledged before me this �f � day of _ 20 Q�, by t0c (.4 O t e_ day of _ 20 C , by P^* ( G. who is personally known to me or who has produce who is personally kno wn to me or who has produced - - As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: �`�r��rir NOTARY PUBLIC: DO PENZ le ut "0" Sign: IW U,= Sign. . Print: r Print: SZ elc ORLANDO NU KAy My Commission Expires: M y Comm EXPIRES: March 18, 2010 r - �Srided Thru Notary Public Underwriters x xxx xxxxxxx* xxxxxxa+ exx9e,* ct, h, hxi c� 4 ttxictxxt , ir Y Yxxxx# 9exxxxatxxxnrrxxxxetxx4rxxxxxxirxxxticxxxxxxxde ,Qxxxx�exttxxxxxxtxxxxx Yxat APPLICATION APPROVED BY: Plans Examiner Engineer Zoning ` (Revised 02/08106) Miami -Dade My Home Page 1 of 2 n My Home MIAMI•DADE v ' E3 ti'1 y Show Me: Property Information legend Search By: T TER: TE; Property Select Item SA W�A Selected t ` Pro party Tt j Street Highway Miami -Dade County y r Summary Details: Water _ �,E, 100" 5 T �. u F olio No.: a ro ert : 11293 NE 104 ST ailing ERNANDO GODINEZ &W N ddress: ORAINE GODINEZ 1293 NE 104 ST MIAMI $ W* E HORES FL t f- +1;t40 3138 -2659 t Property Information: x mar Zone: 1300 ONE FAMILY 01 RESIDENTIAL- h1 '•U3Rr33f LUC: INGLE FAMILY ids /Baths: loors: 1 ivin Units: 1 " d Sq Foota : ,337 of Size: 3,000 SO FT _ ear Built 1953 Digital Orthophotography -2007 0 ��® 2 52 42 RIVER BAY ///rrr ARK PB 41 -55 LOT 3 egal 3LK 1 LOT SIZE JUN 1 scription: 120 OR 15595 -3901 3901 492 1 COC 22410-0322 2004 t Sale Information: - ale OR: 2410 -0322 V ale Date: /2004 ISa le Amount: 1$660,000 Assessment Information: ear: I 200 If you experience technical difficulties with the Property Information application, and Value: $379.809 506,65 or wish to send us your comments, questions or suggestions uiIding Value: $265,978 1$265.97 please email us at , arket Value: 1 $645,787 P772,63 ssessed Value: 1 $636,084 1$617.55 8 Exemption Information: c We' Site l ® 2002 Miami -Dade County. ear: 1 2008 1 2007 All rights reserved. $25 $2 5.0 0 �� S s_ - :; YES NO Taxable Value Information: 0 ear: 2008 2007 0 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: egional: $50.0001 $25,0001 $586,084 $592.558 ounty: $50,000/ $25,000/ $586,084 $592,558 ity $50,000/ $25,000/ $586,084 $592,558 drool Board: $25,0001 $25,000! $6t 1,084 $592,558 http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/3/2009 ... � _, i s. ,�,,; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES . ... • • • • RECEOVED x Florida Building C EdMon 2007 .SUN ' ' 1009 High- Velocity Hurricane Zone IJ161 n; Permit Applic4lon'Fojm; • • • • . . • Section A (general lnforenation) •... . .. ... .. No. — 5 .. . Ploaeas Flo: • • • Contractws Name Q • i • • • �' Job Address i Z33 RE !D4- �! ROOF CAT CORY ❑ Low Slope 0 Mechanically Fastened 7110 XANortar Set Tile ❑ Asphaltic 13 metal panel/Shingles ❑ Wood Shingles/S hakes Shingles ❑ Prescriptive SUR -RAS ISO- ROOF TYPE X New Roof ❑ Reroofing Q recovering © ❑ Maintenance ROOF SYSTEM INFORMATION Loan Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) N/ SSA _ Sso `' Section 8 (Roof Plant Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. �x'cS#'tl�Ka /YoT 1 ^ 1 4 vE P,-D t 22r F � s Miami Shores Village 2¢1 12 APPROVED 9Y ATE 3 p's.o1s ZONING DEPT BLDG DEPT SUBJECT TO COMPLUM A n m 6 tt 'r-F L RA L STATE AND C01INTY RULES AND RrOUL 8 15.32 FLORIDA BUILDING CODE — BUILDING ...... .... . . 0 ..... •....• i • • i • • • • T � SSS • • i • � a } .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . .. . . . . . . . . . • . . 0:0 • • • . • . SECTION 1�4 :.: ; : : : :. • • HIGH VELOCITY HURRICANE ZONES REQUIIRED EF41`01 `jCITION MOR Root -ING CONSIDEt�A'F;I[SN • • • • • 1524.9 As it pertains to this section, it is the responsibility o€ the rooting 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 Cods, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owFW and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. . Aesthetics- Worlananship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aastlhettc issues such as color or architectural appearance, that are not part of a zoning code, should be a d essed as part of the agree -ment between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Z C.The roof deck is usually cottoeated prior to removing the existing roof system). 3. Corrurion Roofs: Common roofs are those which have no visible delineation between neighboring 2 2 1_e. townhouses, condominiurns, etc.)_ in buildings with common roofs, the roofing contractor and/or owner d notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Collings: 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 pe 0 trations of the underside of the decking rray not be acceptable. The Florida Surlding Code provides the o . .maintaining th appearance. S. Pending Water: The current roof system and/or deck of the building may not drain well and may use 4 ve "t to pond (accumulate) in low lying areas of the roof. Pending can be an indication of structural distress and may requ)re the review o€ a professional structural engineer. Pending may shorten the life e ncy and performance of the new roofing system. Pending conditions Wray not be evident until the original ro system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (watt outlets): It is required that rainwater flow off so that the roof is not rloaded from a build up of water. PerkTmtededge wafts or other roof extensions may block this discharge if ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance h Florida Building Cade, Plumbing. c 7. Ventilation: Most roof structures should have some ability to vent natural airltow through the interior of e structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. it may be L Io consider T ting which can result in extending the service life o roof. t l � � Ownees/Agenrs Signature cfor's Signature Property Address Permit Number - - - - -•- rrePr,�mrh5;�r�� .. .. . . . .. .. . , . . ... . . . . .. . • • • • , . . . .. .. . . . . . . .. . . . . . . . . . . . . . . . . . . ROOF ASSEMBLIes AND ROOFTOP STRUCTURES • • .. • • . • • • • Florida Building CQder=aii W2bO7 ..' ' Velocity twieane Zone. UnU mm Permit Appike ion Form. Sec #ion D (Stee® �ior�d Roof S�Sterna Roof System Manufacturer.- F Notice of Acceptance Numben L MInImu m Design Vllind Pa ensures, it Applicable (From RAs i 27 ®r tlonj: M8ximum Eknign Pressure (From the Product Approval Specific System): Steee� l ®t�eti Roo# y stem DescdVIion Deck Type. Type Underiayment: ! R o ot _ pe: i tL S insulation: Fire Barrier: - -� j Ridge Ventilation? Fastener T -- - -� -`f C ype &Spacing: � - f tl , �„ /,. � Adhesive Type: 2� Type Cap Sheet i Mean Roof Height: -- (fi ` Roof Covering:` _Y -1 ��L�i_k ? _, Type & Size Drip �? 1 Edge. —'� __ I 0_W//y�, s CO • • • ; ; WQ? ASSEMBLIES ARID ROOFTOP STRUCTURES Florida Buildirpq gtYde Eliti6n god; •*• High- Vetocity Hurricane Z(tte;Ury ?osm Permit Applicati4 I:Drrr Section E Fit �alc�il'atioraS) • • • For Moment based tic systems, choose either Method I or 2. Compare the values for M with the values or M f the Mf values are greater than or a(uai to the Mr values, for each area of the roof, then t(le file anaCthn=e�tlhie$ 04 BCCe]tla 0 • • • • Method t "Moment Based Til oc altulliortt PP& 1119 427i • • : d f5- xsl •3t 3 _ Z • • _ • a** • • (P .i=L. - .C�•� } - M, Q�= Mrt Product Approval Mf,40..+ v SP - -p- ( - x �S_�S 2 � - Mg: = R'irI Product Approval Mf (P, - 116.1 x 6 Mg: = Mr3 L V • J � Product Approval M Method 2 `:Simplified Tile Calculations Per Table Below" Requited Moment of Resistance (Mr) From Table Below Product Approval Mf M required Moment Resistance* Mean Roof Height --g. Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 382 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4.12 30.4 32.2 33.6 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 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in "unction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals- _ For Uplift basal file systems use Method 3. Compared the values fa' F' with the values for Fe If the F values we greater than or equal to the Fr values, for each area of the toof, then the the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x i x w: = ) - W: x cos B = F Product Approval F' (P2: x L = x w: _ ) - W: x cos 0 = F r _ , Product Approval F (P3: x L = x w: _ ) - W: x cos A = Fr3 Product Approval F Where to Obtain information Description Symbol Where to find Design Ptessare Pi or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Meats Roof Height Job Site Roof Slope B Job Site Aerodynamic Multiplier i Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance M Product Approval Requited Moment Resistance M Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistam Fr Calculated Average Tile Weighl W Product Approval Tile Dimensions L = length Product Approval W = width All eakulations rant be mthminM to the building official at the time of permit application. FLORIDA BUILDING CODE -- BUILDING 15.35 cs m WW 0000 m • • • 0000 • • 0000 •� • I • • 0000 �•••• 0000•• • • •• •• • 0000•• • • 0000•• 0000•• • • 0000• 0000 • 0000• • • 0000•• •000 • • • • 0000•• • ••0.0• •• • 0000•• •• • 0000 • • • •••• 00.000 • •••• .. .. . . . .. .. . . . ... . . . . .. . M I A M I DARE MIAMI -D4DE COUNTY, FLORIDA 0 • ; • ; N=3 0A FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) A40 REST FLA:GLER STREET SUITE 1603 PRODUCT CONTROL DIVISION • • • • • • 00 0 • • • ' MO&I, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) .. 0 . .. 000 .. MonierLifetile, LLC 0 . :0: • • ' 200 Story Road ' .. . . . . . ... .. Lake Wales, FL 33853 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 (AH7). 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 A.H.I (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein. and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered rafter 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 inspections at the job site at the request of the Building Official. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. R NOA No.: 07- 0711.03 © Expiration Date: 04/26112 Approval Date: 09 /07/07 Page 1 of 7 0 00 00 • • . •• • • • • • • • • • • • ••• • • • • ••• ROOFING ASSEMBLY APPROVAL .' • • • • •; • 000 • . • . • , . . • • .• Category: Roofing '.' .:. •.. ' •' • • • Sub - Category: Flat Profile Roofing Tiles Material: Concrete '• i• e i i i 0 i• •• SCOPE: •• •.••• This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Test Product A ulicant Dimen Syecifications Descriiution MonierLifetile LLC 1= 17" TAS 112 Flat profile, interlocking, high- pressure Saxony 900 w = 13" extruded concrete roof the equipped with 1- 5/32" thick two nail holes. For direct deck or battened Slate nail -on, mortar set or adhesive set 1- 9/32" thick applications. Shake & Split Shake Trim Pieces I = varies TAS 112 Accessory trim, concrete roof pieces for w m varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each the profile. SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 10" Al The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 p r Approval Date: 09/07/07 Page 2 of 7 .. .. . . . .. .. . • • • • • • Test Agency Test Identifier • Vest Name/Renort Date • . o : • •• • — s s —.* —� • • • • • •• • • • • • 0 00 The Center for Applied 25- 7214 -1 tijo.VpliftItstjpg March, 1995 Engineering, Inc. . i • taPA 102 (1 Quik -Drive Screw, Direct o o* g o The Center for Applied 25-72 14- 5 t:tiC •f jpIft Testing March, 1995 Engineering, Inc. • • ' ' A IM • • (1 Quik -Drive Screw, Battens) Redland Technologies 716 -03 Wind Tunnel Testing Dec. 1991 Appendix lI PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & RI.894 Physical Properties Aug. 1994 Engineering, Inc. 82.894 PA 112 83.894 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 5201,11-4 PA 101 Celotex Corporation Testing 520101 -I Static Uplift Testing March 1999 Service PA 101 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 NOA No.: 07- 0711.03 0 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 ...... .... . . ...... . .. ...... ..... . .... ..... . . ...... ...... .... . . .... . .. . . .. 0000 .. . . . . .. . . ••• . . . LIMITATIONS: o • `•' 1. Fire classification is not part of this acaeptas?ce. • • "' "' • • • 2. For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with RAS 106 .. . . • • • • • • 3. Applicant shall retain the services of a Miar% -Eta'l tofrnl • Cgrtified .aboratory to perform quarterly test in accordance with TAS 112, appendix :`Alt S&l?t&11hg'9ha1l be submitted to the. Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein:. 5. 30/90 hot mopped underlaytnent applications may be installed perpendicular to the roof slope unless stated otherwise by the anderlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 9(b (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -1(ft) Width -w (ft) MonierLifetile Saxony 900 11.6 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerod namic Multi Hers - ft Tile 1. (w) (ft') Profile Batten Application Direct Deck Application MonierLlfetile Saxony 900 0.289 0,313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M ft -lbf Tile 2 " :12" 3 ":12" 4 " :12" 5" °12" 6 7'.12" or Profile rester Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake NOA No.: 07- 0711,03 0 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 • • 0040 • • • • 0006 0ee0o• 4609•• • • • 0.0000 • s •••s• eggs • 00000 • • ••999• 69+9 • • • • voo:eo •• • • egg • e • 0000 •s o 0:0 • • goes .. .. . . . % .. . . . ... . . . . .. . Table 4: Attachment Resistance fro( eased asa Mbmbnt -:q f { - Ibf) for Naii -ort s'talns .:. .:. 00 0 • • Tile Fastener Type Direct Deck Direct Deck Battens Profile .(rpla 15132:: jPnirtl -W32 0 : - plYwgod) Saxony 900 2 -10d Ring S hank Nails 0.9 38.1 17.2 Slate, Shake & 1 -10d Smooth or Screw S hank Nail 7.3 9.8 4.9 Split Shake 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . 4f8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Cli 1 -10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Cave Cliff_ 2 -10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Cli _ 2 -10d Smooth or Screw Shank Nails T - 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment M (ft -ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 _____- Adhesive 31.3 Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average wei _ q!2!jL2afty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile ___ __ Resistance MonierLifetile Saxony 900 - PO - Pal ProTM 118.9 Slate, Shake & Split Shake Pal cam Pal PraTM 40.4 3 Lar a paddy placement of 45 rams of Pol ProTM. 4 Medium paddy placemei t of 24 rams of P olyProT"" Table 513: Attachment Resistance Expressed as a Moment - M f (ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monierl-ifetiie Saxony 900 __ Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26112 Approval Date: 09/07/07 Page 5 of 7 . . goo . • . . .. . • • LABELING: ' ' • • • • • • .... . . . . . .. .... . . .. .. . All tiles shall bear the imprint or identifi%re ila'rking•( * #f+tiv;rnanufactut,!r's name or logo, or following statement: "Miami -Dade County Product Control Approved ". •• • • • •• ••• ••• MoNIERLir E LLC, SAxoNy 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDER'NEATn TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the fallowing: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL HOLES 1 5/32' (state) 1 9/32" (shake) OVERLAY i 4 WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04126/12 Y Approval Date: 09 107/07 Page 6 of 7 I i y' VI n e0 ° ti eS a P. JS l W • • • • / 1't e` f' `�` ,� [[�]] # ? ,! Iii Q � p • • • • • • • • • • � • s ��v ' '` ;r_i � e f. �,,; r`r I s ' r' ,� /'` .f° / �°��'� , w • • • • • • • � • • � � �s� f '� r 0.i // �d€ '�',� ,e '�+ ° t`�' �f.; !� � t f f� 1 :s= � � • : • • • • l' 1�p r f J� k F � '� ✓t j T r Y J fr rk f a l{ it✓ f r f✓ f vA r {� �j�r • • • •ii+s�l" J� ?' Lz7 `�,yv ,,, * ,f r f� f f1 �� L L� J 1� • : • • • : •:?9 �� ``' � J{ f` ��hx �y r� + v � � +�� s� I t r� s f� s �'� # •••••• � •• i,• i • • • +`i Y.>ir :"�� Q ' tit r 'r" �rtd °r ,. f � p � � I Pnl CN a i r i J � ✓ � �Yrr,J,' V fT ¢� � j��t�' � � + Y J f �{ � ".. � rC� #1 Y r t # Y d i a • • ••• • • • ••• f •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• M I A M I DADE . • • • • M 1QR'l.I -UAQE COUNTY, FLORIDA • • :90 ; M$TQO:DAD1 FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • ;Ijo ASST WGI904 STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • FL MIAMI, FLORIDA 33130 -1563 • • (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • • • • • Polyfoam Products, Inc. • • • • .. • .. . . . . . ... 11715 Boudreaux Road • • • • • .. Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page I of 7 0 000 . : • . . •.• . ... .. . EVIDENCE SUBMITTED: ' ' •• •: • • • .. . . . . . . . . . . . . . . . . . • .. 0 0 0 • Test Agenc • •' "' " Y Test Identifier 1<'est Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA :TA%10t• • • 12/16/96 25- 7438 -3 :'Sale -11%90 •• : 10/25/95 25- 7438 -4 : : . • 00. •• 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 I0/23/98 528454 -9 -1 528454-10-1 520109 -t TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (F`. W F'= ,2 MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • age • • • • • • • • • • • • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL: • • Category: Roofing • . Sub Category: Roof tile adhesive Materials: Polyurethane .. . . . .. ... .. SCOPE: •.• .. • This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For 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 RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® 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 patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft` Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 \ Page 2 of 7 .. .. . . . .. .. . INSTALLATION: • I. Polypro® A14160 may be used with any roof the aisinil;havin a d ent IQtTA Wt lists uplift resistance values with the use of PoIyprog AH 160. ' ' . • 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The rgaf tip $ssefhbli's ac�l►esiv%,attachment with the use of Polypro® AH160 shall provide sufficient attArhtueat i;esistanee, ;xpress$d as an uplift based system, to meet or exceed the uplift resistance tide oinedin co2nl11itf& , &ith Miami - Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet, 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inca Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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 timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shall be approved. 6. PolyproO AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AR 160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece # 1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 4 y — Expiration Date: 05110111 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACENJEN't "ETAIL Is: • ••• SINGLE Nk fl' • ; ; , : : ••: . . ... ... . .. Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Underlayment Undedawen't • i , • • i • • 006 • paddy (Beneath Tile) 10 in. In 10 in. Eave Course in ^ Fascia Eave Course Fascia Weephole Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. 41n. up from weepholes 4 in. up from weepholes Drip edge Nail through plastic cement Paddy (Beneath Tile) 1) Place enough adhesive to achieve 1 T to 23 Opt o ial 2x4's for Underlaymenl square inches in contact with the pan tile steep pitch applications Nail through plastic cement 2) Turn covers upside down. Place adhesive 1/2 In. To 1 in. From outside edge of cover tte. Then install the tile. o 10 in. Underlayment 2 in Eave Course Eave Eave Closure whew only: ov Keep adhesive approx.4 in, up top top portion from weepholes Fascia of t h e e ave Sheathing course cover life. Abut to second course of pan tiles. Ensure eave end of Optional pan and cover tiles are Point -up Mortar flush at eave line. on longitudinal Eave closure Weephote Fascia Bo r edges of the (mortar shown) NOA No.: 06- 0201.02 k � Expiration Date: 05110111 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENTOOETQIL Z: • • SINGLE P kiTV - ' : : i ' s . • • • 00 0 • • • i s.. •• Nail through plastic cement • . ! Paddy (Beneath Tile) Nall through p astic cement Underlayment Undertayment Paddy (Beneath Tile) e � 1 1 0 7 in. i 2 In. 7in. min. -- _ -_ Eave Course / e Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Paddy (Beneath Tile) Underlayment 7 in. Eave Closure Eave Course Fascia NOA No.: 06- 0201.02 L � Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 .. .. • . • .. .. . . .... . . . .... ADHESIVE PLACrVFNT DF tAR:3 •' • DOUBLE 1=4 g • ; : • : : • • ••• ••• • •• • • • • • Nail through plastic cement Paddy Nail througR plastc cement • Sin add under tile (between tile) , • . • • • • • 9�i P Y •• ° Underlay�M ' Single paddy between tale Paddy (under tile) ° 2 in. x 7 in. medium ^ size paddy eave (� course only Single paddy �,,� *" 3 in. under tile �in.x 3 in. x3in. Single paddy on 2 in. i\4 in. � Single 4 in ' / ,2 in• under- paddy on layment ° under - layment Single paddy Eave course on top of the fascia Single paddy Weephole on top of tile 1 in. X 7 in. medium Eave size paddy eave Course Eave closure Fascia course only Drip edge Nail through plastic cement Single paddy under the Single paddy between tile J� in. x 3 in. 4 in, Single / paddy on underlayment 2 in` Single paddy Eave Closure on top of tile 2 x 7 in. medium Eave Course sae paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 4 Y Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 r . • • ...... . .. ...... • • • •.•. • • • • •• • • •. 0060 � Iff��i ffl�l flf f f Ilil� fflf� f�l�i f If #� Ilf I If f l NOTICE OF COMMENCEMENT OR Bk 26902 Ps 3022; y x A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 06/15/2009 14:0 4:35 HARVEY RUVINY CLERK OF COURT PERMIT NO. TAX FOLIO NO. MIAMI -DADE COUNTYr FLORIDA LAST PAGE STATE OF FLORIDA: s , COUNTY OF MIAMI -DADE: ,�'� f 1ku ',tCE2t3fI day Q p:? 1 � THE UNDERSIGNED hereby gives notice that improvements will be made to I,. a143r }d r' ial Se,3(, l� Qt .t �7v' "Unt oUItS �?,. HGcr�weroa.• 4� - property, and in accordance with Chapter 713, Florida Statutes, the followin ini f ' is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2 IV, pp f €J 4 � � r 7 A &--es 9' L— i 2. Description of improvement: Ij Q W 3. Owner(s) name and address: _ r 67v tiG Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 2=2 5 s rk) Co t- 33 (-4 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a )7, Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: U& 9. Expir tion date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe n date is specified) Signature of Owner Print Owner's Nam 0 Q I 1 n Prepared by CL P8A 'C_----- Sworn to and subscribed before me this Z day of �r�-r� , 20Qj, Address: I S Notary Public - _=- - Print Notary's Name My commission expires: Olt, J 123.01 - 52 PAGE 4 10/04 j l�c`�i'P �9k ORLANDO PEREZ s �s Notary Public - State of Florida s My Comnlsoim Egia May 18, 2012 � , Commisstoa n 00 789 Inspection Worksheet ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C Inspection Number: INSP 116660 Permit Number: RF -6 -09 -973 Scheduled Inspection Date: October 22, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: GODINEZ, FERNANDO & LORAINE Work Classification: Tile Job Address: 1293 NE 104 Street Miami Shores, FL 33138- Phone Number 305 - 751 -6296 Parcel Number 112232030002 Project: <NONE> Contractor: ROCHE ROOFING Phone: (305)220 -7663 Building Department Comments TILE ROOF COLOR THRU OVER NEW ADDITION Inspector Comments Passed Faile Correction ❑ Needed Re- Inspection F 7V Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 21, 2009 For Inspections please call: (305)762 -4949 Page 6 of 34 - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 In spection Number: INSP - 128314 P N RF - 6 -09 -9 Scheduled Inspection Date: November 03, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: GODINEZ, FERNANDO & LORAINE Work Classification: Tile Job Address: 1293 NE 104 Street Miami Shores, FL 33138- Phone Number 305 - 751 -6296 Project: <NONE> Parcel Number 112232030002 Contractor: ROCHE ROOFING Phone: (305)220 -7663 Building Department Comments TILE ROOF COLOR THRU OVER NEW ADDITION Inspector Comments Passe CREATED AS REINSPECTION FOR INSP- 127612. CREATED AS REINSPECTION FOR INSP- 116660. Flashing is incomplete. NB Sine comments Failed � CIL' Correction Needed Re- Inspection ❑ Fee I No Additional Inspections can be scheduled until re- inspection fee is paid. November 02, 2009 For Inspections please call: (305)762 -4949 Page 13 of 24 C I V I L Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 ENGINEER Tel :305- 823 -8008 Fax:305- 823 -3300 October 19, 2009 Roche Roofing 7570 Northwest 14 Street Miami, Florida 33126 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1293 Northeast 104 Street Miami Shores, Florida Information provided by client: Permit Number: RF -6 -09 -973 Date Completion: October 15, 2009 Roofing Contractor: Roche Roofing Project Number: 09 -1280 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative ofReileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height ofthe roof is less than 40 feet above ground surface. The type of the used for this project was reported to be Saxony 900 Monier Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) file in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based qn W tkest results, eve conclude fat the 'i a s tallition ref the rQOfh e at the ov f r meeb the test u�e.ment putlined'in the above rientioned pro o f At hed_ d a opy oft tee repo � r yob f w _ ; Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 4. /ohamadnny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1293 Northeast 104 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 09 -1280 —Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 1293 Northeast 104 Street Miami Shores, Florida Project Number: 09 -1280 est, Number zest Load (W) Tsxll 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1280 — Page 3 of 4 Test Numbe>ir Test, L�ac� lb , 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1280 — Page 4 of 4 r f � 12 8 6 5 24 8 17 25 22 9 15 15 16 II 22' Iq 26 21 1 0 27 I q 2 10 3 n ' 09 -1280 AMOK WOW 11;51" LOCA11ON5 ANP PIMMION5 ,c } Vim/ hA vv� w. Zmoo �?o - �-�z , 27 O" 3& c t X, (i t o PERMIT #: Miami Shores Villag -- `r APPROVED BY - E ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEF)FRAL STATE AND COUNTY RULES AND REGUt. "' P.E. #038398 17, 1v Edward A. LANDERS, RE, (305)823 -3938 CONSULTING ENGINEE f s•6•••� 0000 • • • • • • 0000•• • :,•• 0000•• • • • 0000•• 0000•• • • • • 0000• 0000 0000• : 0000•• 0000•• • • • 0000•• s••• • • s • 0000 • • 0000•• • • • 0060 Of go 0 U r OL- 0 me s, RI7 F 'K 4-=v P.E. #038398 Edward A. _ LANDERS PlEf (345)823 -3938 C• .mss CONSULTING ENGINEERS () • v s a • •� rte..,.... w : �-- ° G� Ito xZ.� �z vp Gt P.E. #038398 Edward A. _ LANDERS, PlEl (305)823 -3938 CONSULTING ENGINEERS P.E. #038398 Edward A. LANDERS, P.E. (345)823 -3938 CONSULTING ENGINEERS 0000 • . 0.00 0000.. • •s ♦. • 0000.• . • 0000.• +•rai•• • • 0000• ♦. *w 00'00 0000• • • • . 0000.• • 00•0'00 0.0 • .•.•.• • • • • i s • • • • 0006 0000.• • • 0006 so 00 0 0 00 00 4/27/2009 . . ... . . . . .. . WIND05 V1 -13 Detailed Wind Load Design (Mitltod per" AStE 7 -} Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, MIAMI SHORES, FLORIDA •. .. ... .. 71 ser,tnpuftta .;, ,,. . MOM Stru cture Type _ B uilding mpo ance F c �r 1 B asic Wind Spee (V) __ 14 6 __-mph - -- _ Prone Region (y >100 mph) Struc Cate gory (I, II, III, or 1 11 Table 6 -2 Values _ Expo (B, C, or D) C _ - - Ipha = -- -- 9.500 WeTm _ 1 g = - S lope of R o o f - - - - 3.5 :12 - -- _ - - -- -- - S lope of R oof (The ta) 16.3 Deg y of Roof _ _ Hipped - - - - -_ -- _____ - - - - -- - - Kd (Directon Factor) 0.85 E ave Height (Eh! 9.00 Ridge Height (R _ _ 14.00 ft Mea Ro of Heig (Ht) 11.50 ft _ - -- - _- - ----- - - - - -- -- W idth Perp. To Win Dir ( 24.0 ft t 0.105 _ Width Paral. To Wind Dir 22.00 ft Bt = 1.00 B = 0.6 5_0 _ �Y Cc _ - - - _- 0.20 Type of Structure I = 50 ft He ight/Least Horizon Dim 0.52 Epsilon = - 0.200 Flexible Structure No Zmin = 15.00 ft __ 41 0f Mid Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 - F s n_ Zm Z min _ 15. 00 ft Izm C * (33/z) ^0.167 ----- - - - - - - --- � - - - -- 0.22 _81 - -__ Lzm 1 *(zm / 33) ^Epsilon - -�- - -- - - - - - 4_27.06 ft Q (1/(1 +0.63 *((B + Ht) /Lz ^0 .63)) ^0_5 I -�- 0. 9401 -_- Gust2 0.925* 1 +1.7 *Izm *3.4 *Q /(1 +1.7 *3.4 *Izm - � 0,8935 Fir 3u1.. G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 11 Fin 6 -5 Internal Pressure Coefficients for Buildings, Gcai Condition Gc i Max 4- Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildin s 0.18 -0.18 Partial) Enclosed Buildings 0.55 -0.55 Aog = Tot Area of Openings in Bldg Envelope - ft ^2 Vi = Unpartitioned internal volue - ft ^3 Ri = 0.5 *((1 +1/(1 +(Vi/(22800 *Aog)) ^0.5)) 0.0 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 1 of 4 ^_ .. •. ...... .... . . • . . + «. . ., . . ...... +.•..•• • • ♦ • ••••• •••• r•�,r • • ••••• • r •�s••• •••�•• • • • •••••a • � • r •••••• ••f• � • • • • • •••• • • • • •• • i �• • • • ... 4/27/2009 WIND05 ylea� ••• •; •'• •'• . .... ... . ..... Detailed Wind Load Design (Mdtltod 3) pe7 ASCE 7 -05: 6.5.12.2.1 Design Wind Pressure - • Buildings of'Ali Heights Elev Kz Kzt qz P1eSS! a Ib • • • w Wall* •L� a dl� li; of I Shear Moment 0 lb/ft ^2 +GCpi -GCpi +GCpi • • -t3Cpr • • 4 1-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 1 39.37 5.12 1 48.43 7 1 - 83 - 9 - 7 4.92 43.51 15.66 117.47 Note: 1) Positive forces act toward the face and Negative forces act away from the face. I p Loads on Main Wind -Force Resisting Systems (Method 2) Theta B jh z I� -►I I S L L fRi Fq... 2 "f' Kh 2.01 *( /z ^( 1Alp 0.85 _ Kht Topographic factor (Fig 6-4) 1. _ Qh .0025 *(V) ^2 *i * Kh *Kht *Kd _ 39. _ psf Khcc C om p & _Clad : Tab le 6 -3 Case 1 0 _ Qhcc 00256 *VA 2 *i *Khcc *Kht *Kd 39.37 sf Surface C Windward Wall See Figure 6.5.12.2.1 for Pressuresl 0.8 Rop Pressure ; Roof Areas . ft. Reduction Factor I 1.00 olns #!Gt'#A"tt i - 6,24 ft l=aa+ C Res raarb- r'rlr,caCher arrrrd cfirectc>rts; . 1 Leeward Walls (Wind Dir Normal to 24 ft wall) -0.50 -38.39 4.92 Leeward Wails (Wind Dir Normal to 22 ft wall) -0.48 -37.78 5.53 Side Walls -0.70 -45.08 -1.77 Roof - Wind Normal to Rid a (Thetas =10 or UVirtd Normat to 24 ft face; indward - Min Cp -0.64 -42.93 0.38 Windward - Max Cp -0.14 -26.19 17.13 Leeward Normal to Ridge -0.53 -39.37 3.94 Overhang Top (Windward) -0.64 -21.27 -21.27 Overhang Top (Leeward) -0.53 -17.72 - 17.72 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS P.E. Page No. 2 of 4 r` % . . ... . . . ... .. % .. • 4/27/2009 . . ... . . . . .. . WIND05 vJ -1� .•..'. ... . ..... Detailed Wind Load Design (Mdtlzcd . Z) pe SCE 7 - ©5: Bottom A Iicable on Windward onl 0.80 "'26.77 "26.77 Ro ©f = Wind iaaralfe) :to Rid ' Aii` 1'hefa for Wind Normal to ft €ace Dist from Windward Edge: 0 ft to 23 ft - Max Cp . -P.j8 . • . : •2 ?:66 • • • 15.63 Dist from Windward Edge: 0 ft to 5.75 ft - Min Cp •, :708 : :: • '5j.22 • • -7.91 Dist from Windward Edge: 5.75 ft to 11.5 ft - Min Cp . •' - 1).00 : .53. ..' -8.47 Dist from Windward Edge: 11.5 ft to 23 ft - Min Cp -0.50 -38.39 4.92 Dist from Windward Ed e: > 23 ft -0.30 -31.70 11.62 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg) ^(2 /Alpha) - 0.85 Kht = Topographic factor (Fig 6 -2) - 1.00 Oh = 0.00256 *(u) ^2 *lmpFac *Kh *Kht *Kd - 39.37 Theta = Angle of Roof = 16.3 Deg s 3 { 8 $ Ile 1 I f B COW ca er Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh Min P Max P s s 1 _ 0.50 _ 0 . 55 _ _' __ -0 . 55 _ _ _._' 39 . 3 7 _ -2 _ 4 _ 2 -_0 0.55 -_0. 3_9. -4 8.82 - 5 .5_1 _ 3 _ _- 0.45 0 - -0.5 _ 3 -3 9.49 _ 3.82 4 -0. 40_ 0 .55 -0.55 _39.3 _- 3_7 6_. -39.37 3.94 6 - _ 0. _ -0 39 -39. 3_.9_4 LL_ E 0.75 _0. - 3 8. 00_ 51.31 2E - -1.07 0.55 - - 0.5 5 39.3 - -- -63.79 - 20.4 -- 3E -0.65 0.55 -0.55 3 -4 -3.96 __ 4E -0.59 0.55 -0.55 39.37 -44.82 -1.50 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS P.E. Page No. 3 of 4 0000•• • «« 0000•• • • • • 0000•• • • •••� 0000 0000• ••f« 0000 0000• • • 0000•• 0000•• • • 0000•• • •• •• • • • 0000•• •••••• ••f• • • • • 000+ • • 0000•• • • • • • 0 • • • • • 0000 I . . ... . . . ... .. .. % .. . . . . . . . . . . • • • • 4/27/2009 . . ... . . . . .. . W1ND05 v' Laz •• .•..•. Detailed Wind Load Design (Mztfiod a) ;jr AS (:E 7 -1)a •: Fiaure 6 -11 - External Pressure Coefficients. GCp •• Loads on Components and Cladding for Buildings w/ Ht <= 60 ft .. . . . : 0 : *a .. . ... . . . . .. . .. . . . . . of* .. 1 �� ' 1 I S Ht 1 1 � 1 1 4 4 2 : l : 1 1 , 1 1 1 �. ♦♦ 1 .: 1 �i ♦♦ I i a a � a a Hipped Roof 7 < Theta <= 27 a= 2.2 = > 3.00 ft Double Click on any data entry fine to receive a help Screen Component width Span Area Zone GCp Wind P ress (ib/ ft_ ^2 (ft) (ft) (ft " 2) Max Min _ -- - Max Min R _ 2 10 _33.33 1 _ _ 0.40 - 0_. _ _ -55.03 RU SSES 2 1 0_ 33.33_ 2 0 .40 -1.4 37 -78.30 RUSSES - 2 — _ 10 _31 3 0 .4n -1.44 3 7.23 -78.30 0 .00 -- - - - - -- - - - -- -- - -- -- 0.00 — -- - -- - -- -- -- - -- - Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2ow EDWARD A. LANDERS P.E. Page No. 4 of 4 e E U TRUSS COMPANY ' INC• Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257 -1911 WwW.decotruss.corn WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB -91 Summary Sheet ", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions conform to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Building Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis. The design and location of all bracing shall be such that they work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes. The Anchoring / Strapping of trusses to walls, beams, ledgers etc., shall be the responsibility of The Building Designer. Truss to Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSI/TPI -95 & WTCA -95 for further information) TRUSS ERECTOR / INSTALLER (Builder) The proper and safe erection of all the trusses is exclusively your responsibility. You are cautioned to seek professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced, as per the attached HIB-91 Summary Sheet. You are also responsible to refer to the Truss Placement Plan and The Engineering when erecting Trusses, to insure proper placement. Not all trusses are symmetrical in loading and /or design. Proper Placement and /or direction are always required. Check all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or after trusses in anyway. Never concentrate Building Materials, such as Plywood or Blocks on installed Trusses. Alterations to Trusses: `The act of cubing or attaching any item that the truss was not originally designed for" Trusses cannot be altered from the attached engineering designs, with out proper re- designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not only in structural designs but also have experience designing trusses. Should any alterations be made to our design or manufactured item, the engineer, contractor and homeowner waive all warranties and liabilities by Deco Truss Company, Inc., its officers and engineer. All future, questions regarding said structure and warranties will be held by the persons whom redesigned said trusses and altered them. ALWAYS REFER TO THE ATTACHED HIB -91 Summary Sheet DECO TRUSS COMPANY, INC. To: Truss List 13980 SW 252 STREET PATIO ADD.: M/M GODINEZ PRINCETON ARCO CONSTRUCTION CORP. Job FL 33032 Page: 1 of 1 Date: 6/17/2009 j Project: EDWARD A. LANDERS P.E. Project 6796 Model• P.E. #38398 PK:305 -82'3 -3938 Deliver To: Account No: Block : No: Lot 1293 NE. 104 ST. j Designer: mtm MIAMI, FL Site Office Salesperson Contact Deliver To Address3 Quote Name: Phone: Fax: Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Building Code: Florida Building Code, Chapter 23. Computer Program Used: MiTek 20/20. Gravity: S psf Roof Total Load Gravity: NIA psf Floor Total Load. Wind: JA (., mph from ASCE7 -05 code. Pages or sheets covered by this seal: 0001 thru 0013 Total: 13 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15- 31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Truss Design Engineer's Name: Mahmound Zolfaghari, P.E. License #: 36921 Address: 13901 S.W. 108 Ave, Miami, FL 33176. Date Truss Date Truss Date Truss Date Truss 0001 06 -17 -2009 AG1 0002 06 -17 -2009 A2 0003 06 -17 -2009 A3 0004 06 -17 -2009 00 4 0005 06 -17 -2009 J1 0006 06 -17 -2009 J2 0007 06 -17 -2009 J2A 06-17 -2009 J4 0009 06 -17 -2009 J4A 0010 06 -17 -2009 J6 0011 06 -17 -2009 J6A 00112 2 06 -17 -2009 J9 0013 06 -17 -2009 JG9 per., r ,« DE ' This st rl .' ! h.3. ;?i?I'? E1 ! 34' "t} t ?" isJ:'¢ 7e "s�2CP. iv design -an- info. atjo �i1/ €. n h') t:' t ::Ii t ',.. _'r::Jmen's. ,= .C ! ;raCm` CUr W :t ..S d1 t'Y fir e C;t i uti cons;r',ici:l N rri e ?r) , `., :f.` Pii;. , ? :` i�r %;i CC? St_ d(i: n 1 ._i dIr - ..�1. l .b lilt 4I C f.. .. �.� r J ...I,ii _M vl .�. a..., L:`��I +J re r�i In tl:, ,e , sJ6! li :y r , i ....C 1 , :c Cc, r. a0 "tr`r.. :!(; , t,�;?fl E1 s`Rej;aw T��1L11C31ai2Cs ��i j aghan, P. a ❑ islaK. CC n o I tee.d Revise and Resubr','.'s�3 9 0 S ,N I (-) e 'Miami, £ 1 f'!da M1 3 Q �t�1 j'ttlsf >ba srt i ,ya,r�* fir, 2l hev e%a r v:3i�iil+' "'§l�l�tr.r ��v.'r. Grate . �:�L., - Job Truss — Truss Type - 4ty Pty PATIO ADD.: M/M GODINEZ (JG2) 6796 AG1 SPECIAL 2 �,I Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17 15:35:16 2009 Page 1 i 4 -0-0 6 -4 -0 7 -9 -15 1010 -8 13 -11 -1 15 -5 -0 17 -9 -0 21 -9-0 4-G-0 2 -40 1 -5 -15 3-0 -9 3 -0 -9 1 -5-15 2 -4 -0 4-0 -0 Scale = 1:39.0 4x8 = 2x4 ! 4x8 = 4.60112 3x4 4 5 6 3x4 3x6 3 — 7 j 22 yV5 6 I 23 3x6 8 0 21 2 ( ' 4 ' 24 °� i Iv g jo co 1 1 � 15 14 13 _ J I � o ` 0 2x4 i 3x8 = o 3x4 = 2x4 �� 3x4 = 18 17 3x4 = 3x4 = 11 10 3x6 11 3x4 3x4 = 3x6 2x4 ij 2x4 2x4 = 3 -8 -0 4 6 -4 -0 7 -4-0 10 10 -8 14-5 -0 15 -5-0� 17 -9-0 1$ -1 21 -9-0 3-8 -0 0-4-0 2-4-0 1 -0-0 , 3 -6 8 3 -6-8 1 -0 -0 2 -40 0 4 -0 3-8 -0 Plate Offsets (X,Y): 4:0- 54,0 -2 -0 , 6:0- 5- 4,0 -2 -0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 30.0 PFates Increase 1.33 TC 0.42 Vert(LL) 0.13 14 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.12 Vert(TL) -0.14 14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 257 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins. BOT CHORD 2 X 6 SYP M 26 BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. WEBS 2 X 4 SYP No.2ND `Except* . r:f rJ f) S W1: 2 X 6 SYP M 26 OTHERS 2 X 4 SYP No.2ND REACTIONS (lb /size) 18= 1952/0 -1 -8 (input: 0 -8 -0), 10= 1952/0 -1 -8 (input: 0-8-0) M Max Uplift18=- 3086(LC 2), 10=- 3086(LC 2) Max Grav18= 1955(LC 3), 10= 1955(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -21= 1105/391,2 -21 =- 1093/460,2 -22 =- 1004/989,3 -22 =- 983/996,3 -4 =- 2293/2625,4 -5= 2551/ -6 =- 2551 -7 =- 2293 7 -23= 983/996, 8-23 =- 1004/989, 8-24 =- 1093/460, 9-24 =- 1105/391 BOT CHORD 1 -18 =- 367/1142,17 -18 =- 367/1142,15.16 =- 1016/1533,14 -15 =- 2114/2207,13 -14 =- 2114/2207,12 -13 = 1016 -11 =- 367 9-10= 367/1142 WEBS 2 -18= 1750/2498,2 -17 =- 2077/1449,16 -17 =- 868/1372,3 -16 =- 842/1371,3 -15 =- 1341/689,4 -14 = 5 62 / 419,6 -14 = 562 -13 =- 1341 11 -12 =- 868/1372,7 -12 =- 842!1371,8 -11 =- 2077/1449,8 -10 =- 1750/2498, 415 =- 262/290,6- 13=262/290 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"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 0-9-0 oc. Webs connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; Kd 1.00; partially; C -C Automatic; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3086 lb uplift at joint 18 and 3086 lb uplift at joint 10. 7) Girder carries hip end with 7 -9-15 right side setback, 7 -9 -15 left side setback, and 5-4 -0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 550 lb down and 805 lb up at 13 -11 -1, and 550 lb down i and 805 lb up at 7 -9 -15 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=-90, 4-6=- 45(F =45), 6- 9 = -90, 1-17=20,15-116=-20. 13- 15= -138(F= -118), 12- 13 = -20, 9- 11 = -20 Concentrated Loads (lb) Vert: 15=- 550(F) 13=- 550(F) I i Ma�miowid Z®1faela� , p C oml� g ZrIgin 13901 S.W. 108 1aaa Florida 33176 Phone 305- fay f;...3. - «. hq, p n A 141 EI f��tr Ldcense Na t9 " Job -- truss truss Type Qty Ply PATIO ADD.: M/M GODINEZ (JG2) 5796 �A2 SPECIAL 2 1 1 j Job Reference (optionap I DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17 15:35:15 2009 Page 1 4 - 0 6 - 0 7 9 - 6 - 13 12 - 2 - 3 14 - 5 - 0 15 - 5 - 0, 17 - 9 - 0 21 - 9 - 0 4 -0 -0 2-4 -0 1 -0 -0 2 -2 -13 2 -7 -5 2 -2 -13 1 -0.0 2-4 -0 4-0 -0 I Scale = 1:38.71 I 4x8 = 4x6 5 = I ! 4.60 12 3x4 6 3x4 r 7 3x4 .1 3x4 - 4 3 20 218 3x4 3x4 5 6 9 19 2I 22 W 10 ° ° 1 16 5x6 15 14 13 4 6 I; o 3x4 = 3x8 = 5x6 ° 3x4 = 17 12 3x4 = 18 5x6 11 3x6 11 5x6 % 12.00 �2 3x6 11 3-8-0 4-0,0 6 4 -0 7 -4-0 9 6 13 12 -2 -3 14 -5-0 15 5 0 17 -9 0 1$ -1 21 -9-0 3 - 8 -0 0-4 -0 2 -4-0 1 -0 -0 2-2 -13 72 5 2 -2 -13 1 -0.0 2 -4 -0 0 4 0 3 -8 -0 Plate Offsets X,Y : 2:0.1- 8,0 -1 -8 , 5:0 -5 LOADING(psf) SPACING 2 -0.0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.02 15 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.04 15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 115 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -11 -8 oc pudins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.2ND MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb /size) 18= 1196/0 -1 -11 (input: 0 -8 -0), 11= 1196/0 -1 -11 (input: 0-8 -0) Max Upliflt8=- 1942(LC 2), 11=- 1942(LC 2) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -19 =- 1196/462, 2 -19= 1184/535, 2 -3 =- 308/0, 3-20 =- 613/113, 4-20=-605/116,4-5=-695/487, 5-6 =- 622/506, 6-7 =- 695/484, 7- 21=- 605/118, 8- 21=- 613/114, 8-9 =- 308/0, 9-22 =- 1184/535,10 -22 =- 1196/462 BOT CHORD 1- 18=-431/1214, 17 -18 =- 432/1216, 16- 17= 0/563, 15-16= 0/582, 14-15= 0/622, 13- 14= 0/582, 12- 13= 0/562, 11 -12 =- 431/1216, 10-11= 431/1214 WEBS 2-18=-1060/1487,2-17=-943/792,3-17=-638/340, 3-16= 307/582, 4-16 =- 219/589, 7 -13= 219/586, 8 -13 =- 310/582, 8 -12= 638/342, 9-12 =- 943/792,9 -11 =- 106011487 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h=1 51t; Cat. Il; Exp C; Kd 1.00; partially; C -C Exterior(2) 0 -0 -0 to 3 -0 -0, Interior(1) 3 -0 -0 to 6 -6-13, Exterior(2) 6 -6-13 to 15-2- , Interior(1) 15-2 -3 to 18 -9 -0; 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 1942 lb uplift at joint 18 and 1942 lb uplift at joint 11. LOAD CASE(S) Standard i ( I I I Mah1? %o1.17:d�d.t) i Consulting 13901 S,W. 1 tl Miarr�, Florida 33.1 Phone 305- ' 8 i 1 Profe si , riot Ue'lis (i. Special hAspec of Job Truss — !, uss Type _ Oty Ply ;PATIO ADD.: M/ Tr M GODINEZ (JG2) ?6796 !A3 SPECIAL 1 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17 15:35:16 2009 Page 1 4 -0-0 6 -4 -0 7 -4 -0 10 -10 -8 14 -5 -0 ,15.5 -0 17 -9-0 21 -9 -0 4 -0 -0 2 -4 -0 1 -0 -0 3-6-8 3-6-8 1 -0 0 2 4 — 04-C 0 i Scale = 1:37.9j 4x6 _ 4 4.60 12 3x4 - 3x4 i 3 15 165 0 3x6 3x6 c 5 o I I 14 ? 6 W 17 1 63 1 7 1 10 , B1 11 5x8 0 5X8 -- 61 Io 3x4 = 12 9 3x4 = 13 5x6 % 12.00E-12 5x6 $ 3x6 11 3x6 11 3-8 -0 4 0 6 4 -0 7 -4 -0 14 -5 -0 15 -5-0 17 -9-0 18 -1 0 21 -9 -0 83 0 4 -0 2 -4 -0 1 -0 0 7 -1 -0 1 -0 0 2 4 -0 4 0 3-8 -0 Plate Offsets X,Y : 10:0- 3-0,0 -2 -8 , 11:0 - 3.0,0 -2 -8 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deti L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) -0.04 10 -11 >999 360 MT20 244/190 TCDL 75.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.17 10 -11 >943 240 BCLL 0.0 Rep Stress Incr YES i WB 0.20 Horz(TL) 0.07 8 We n/a BCDL 10.0 Code FBC2004/iP12002 (Matrix) Weight: 109 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-11 -3 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.2ND *Except* MiTek recommends that Stabilizers and required cross bracing be installed W1: 2 X 6 SYP M 26 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 13= 1196/0 -1 -11 (input: 0 -8-0), 8= 1196/0 -1 -11 (input: 0 -8 -0) Max Upliftl3=- 1906(LC 2), 8= 1906(LC 2) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -14 =- 1204/461, 2 -14 =- 1192/535, 2 -3 =- 31110, 3 -15 =- 727/234, 4 -15 =- 678/245, 4-16 =- 678/245, 5-16 =- 727/234, 5-6 =- 311/0, 6-17 =- 1792/535,7 -17 =- 12041461 BOT CHORD 1-13=-430/1222,12-13=-430/1222,11-12=0/1024, 10-11=0/551,9-10=0/1024,8-9=-430/1222,7-8=-430/1222 WEBS 2 -13= 7085/1478, 2 -12 =- 938/790, 3-11= 0/755, 4 -11= 0/292, 4 -10= 0/292, 5 -10= 0/755, 6 -9 =- 938/790, 6-8 =- 1085/1478, 3-12= 1260/435, 5 -9 =- 1260/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; partially; C -C Exterior(2) 0 -0-0 to 3-0-0, Interior(1) 3-D-0 to 7 -10 -8, Exterior(2) 7 -10-8 to 10-1118, Interior(1)13 -10 -8 to 18 -9 -0; 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 1906 lb uplift at joint 13 and 1906 lb uplift at joint 8. LOAD CASE(S) Standard M.aimcwnd oh I I 'I i i I C iT1�..�,1, Ling X71 nos 13901 S,W, 10 �a Flod Ji ' I Job Truss T russ Type -- — Qty Ply PATIO ADD.: M/M GODINEZ (JG2) !a796 CJ11 SPECIAL i4 1 i _ Job Reference ( optional DECO TRUSS COMPANY INC., Princeton, FL33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17 15:44:33 2009 Page 1 I 2 -11 -9 5 11 -2 9-6 -0 11 -9 -3 2 -11 -9 2 -11 -9 3 -614 2 -3 -3 Scale = 1:25.2; 6 � r 3.02 T2 3x6 5 13 I� 4x8 % ` cni 4 c? 2x4 12 T1 3 = 3 W4 x8 J 62 1� / 34 — x4 i io 4x6 = 9 14 15 16 17 9 2x4 i 10 3x10 = 7x10 = 5 -5-1 5-11 -2 9-6 -0 10 -9-15 11 -9 3 5-5-1 0-6-2 3 -6 - 14 1 -314 0114 Plate Offsets X, 2:0 3 12 0 1 -8 , 5:0 2 -8,0 1 -8 , 8:0- 1- 8,0 -1 -8 , 10:0- 5- 0, 0 -5-0 LOADING(psf) SPACING 2 -0-0 CSI DEFIL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.04 9 -10 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) - 0.04 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 6 SYP M 26 TOP CHORD Structural wood sheathing directly applied or 3-11 -3 oc purlins, except end vertical . BOT CHORD 2 X 6 SYP M 26 BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 2 X 4 SYP No,2ND *Except* MiTek recommends that Stabilizers and required cross bracing be installed W2,W4: 2 X 6 SYP M 26 during truss erection, in accordance with Stabilizer Installation guide- OTHERS 2 X 4 SYP No.2ND REACTIONS (lb /size) 7=- 459/0 -1 -8 (input: 0 -2 -8), 10= 2485/0 -2 -1 (input: 1 -0-3) Max Horz 10= 447(LC 2) Max Uplift7=- 459(LC 1), 10=- 4470(LC 2) Max Grav7= 966(LC 2), 10= 2485(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 4448/2419, 3-12 =- 5806/3087, 4-12 =- 5808/3146, 4 -13 =- 1477/648, 5- 13=- 1422/689 BOT CHORD 2 -14= 2283/4303,14 -15 =- 2283/4303 -16 =- 2283/4303,16 -17 =- 2283/4303,10 -17 =- 2283/4303, - 3017 -8 = 1184 WEBS 3-10= 759/1564, 4-10- 1822/3062, 4-9 =- 4467/2560, 8-9 =- 1076/1993, 5-8 =- 1031/1965, 5-7= 2473/1303 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; partially; C -C Exterior(2) 0-2 -10 to 3 -2 -14, Interior(1) 3-2 -14 to 8-7 -7, Extedor(2) 8 -7 -7 to 11 -7 7; cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 lb uplift at joint 7 and 4470 lb uplift at joint 10. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 35 lb up at 4.5 -12 on top chord, and 20 lb down and 29 lb up at 1 -7 -13, 5 l down and 7 lb up at 4 -5 -12, 20 lb down and 29 lb up at 2 -7 -5, and 236 lb down and 342 lb up at 5-32, and 508 lb down and 737 lb up at 0-0.0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase-"1.33, Plate Increase =1':33 Uniform Loads (plf) Vert: 1- 4 = -90, 2- 10 = -20 Concentrated Loads (lb) Vert: 2= 508(F) 12= -24(F) 14= -20(F) 15= -20(F) 16 = -5(F) 17=- 236(F) Trapezoidal Loads (pif) Vert: 4=- 0(F= 90)- to-6=- 170(F = -80), 10=- 0(F= 20)- to-9=- 22(F = -2), 8=-22(F=-2)-to-7=-38(F=1 8) i I I i I i AJ�SGY€nt<i t>.td F ot1 e9,Ena:., '`. .. € on>Lltang Enghl 13901 S.W t phone Pill `'ire i Job Truss — Truss Type Qty Ply PATIO ADD.: M/M GODINEZ (JG2) X796 JG9 SPACIAL 4 1i Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17- 15:35:19 2009 Page 1 i 200 400 7-40 90 2 -0 -0 2 -0 -0 3 -4 -0 1-8-0 2x4 Scale = 1:24.81; 5 3x4 4.00 12 R I j 12 jo 4x8 Nd q 3 r a i l 2x4 2 2 + 7 x4 i o 1 -- 1N o C I 3x4 1 3x6 _ 8 9 6x6 = 5x8 = 3-8-0 0- 7-4 -0 8-4-0 9-0-0 3 -8 -0 -4- 3-4-0 1 -0 0 0 -8 -0 Plate Offsets (X,Y): L470-1-8,0-1-8], :0 -1 -8,0 1 -0 , 8:0 2-12,0-1-121, 9:0- 3 -0,Ed e LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES G TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) -0.05 8-9 >999 360 MT20 TCDL 15.0 Lumber Increase 1.33 BC 0.62 Vert(TL) -0.05 8 -9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 48 lb LUMBER BRACING 3. TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -4 12 oc puriins, except end vertical BOT CHORD 2 X 4 SYP No.2ND *Except* BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. 131: 2 X 4 SYP SS MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2 X 4 SYP No.21ND *Except* Ldunngtruss erection, in accordance with Stabilizer Installation uide. W4:2 X 4 SYP SS OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 6=- 422/0 -1 -8 (input: 0-2-8),9=2012/0-2-6 (input: 0-8-0) Max Horz9= 507(LC 2) Max Uplif16= 422(1-C 1), 9=-3641 (LC 2) Max Grav6= 758(LC 2), 9= 2012(LC 1) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 2 =- 3502/1970,2 -11 =- 4487/2391,3 -11 =- 4480/2450,3 -12 =- 793/ -12 = 784 BOT CHORD 1-9=-1810/3288,8-9= 2294/3935,6-7=-529/936 WEBS 2-9=-500/1194,3-9=-1754/2956, 3-8=-3682/2157,7-8=-854/1549,4-7=-831/1543,4-6=-1197/679 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; Kd 1.00; partially; C -C Automatic; cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 6. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 6 and 3641 lb uplift at joint 9. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 616 lb down and 943 lb up at 0-0 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). j LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) j Vert: 1-5=-90,1-8=-20, 6 -7 = -20 Concentrated Loads (lb) Vert: 1=- 616(F) Consulting Engmem l l i I 13901 M Miami, Floiidi 33176 Phone 3 05-253-242R Fax Florida PTOfts5)oi'iai EI? 1T1 P dTl 1 4ms k 1; Job -- Truss Tess Type Oty Ply PATIO ADD.: M/M GODINEZ (JG2) 6796 J9 SPECIAL 4 1 ^ Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17 15:35.19 2009 Page 1 4 -0 -0 7-4 -0 9-0-0 4 -0 -0 3 -4 -0 1 -8 -0 2x4 — Scale = 1:25.4', 4 4.00 12 2x4 = ^ I 3 11 � 3x6 ; W4 N 2 T1 Cl 10 3 { 2 W1 x4 ij to 5 d 1 ! B1 2x4 II 2x4 = 7 8 3x4 = 3x6 ! 3x4 3-8 -0 "M 7 -4-0 8-4 -0 9 -0 3-8 -0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.08 7 -8 >749 360 MT20 244/190 TCDL 15.0 Lumber increase 1.33 BC 0.70 Vert(TL) -0.08 7 -8 >738 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) I Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-1 -13 oc puriins. BOT CHORD 2 X 4 SYP No.21ND BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.2ND MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2 X 4 SYP No.2ND Burin truss erection, in accordance with Stabilizer Installation uida. REACTIONS (lb /size) 5= 86/0 -1 -8 (input: 0-1-8),8=888/0-1-8 (input: 0 -8 -0) Max Horz8= 504(LC 2) Max Uplift5= -15(LC 2), 8=- 1916(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-1612/513,2-10=-1602/579 BOT CHORD 1-8=-485/1630,7-8=-485/1126 WEBS 2-8= 766/15112,2-7=11225/528, 6-7=197/567,3-6=-1B0/575 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; Kd 1.00; partially; C -C Exterior(2) 0-0 -0 to 3-0-0, Intedor(1) 3 -0-0 to 5 -10-4, Exterior(2) 5 -104 to 8-1 cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 5 and 1916 lb uplift at joint 8. LOAD CASE(S) Standard i COnsiking En ,= 13901 S.1A . 108 t� , am, Florid 3-3176 Phone 305 - 253 -2428 Fax F.,lt)rioa Profcssirxial Engiriming 1 case N o, 3692; Job — Truss - -Truss Type Qty Ply PATIO ADD.: M/M GODINEZ (JG2) fi796 J6 MONO TRUSS 4 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7 100 s Sep B 2008 Mi I ek Industries, Inc. Wed Jun 17 15:35:18 P9002 age 1 6-1-10 6 -1 -t0 i 3 Scale = 1:19.8 j 4.60 12 2x4 j I 2 1 T1 I J I W1 1 I 1 61 2x4 = 5 4 2x4 11 3-6-8 10 6 -1 -10 - -- 3-6 -8 q _ 2 -3-2 Plate Offsets (X,Y): 5:0- 2- 8,0 -1 -0 LOADING(psf) SPACING 2 -0-0 CSf DEFL in (loc) Udeff Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 I TC 0.59 Vert(LL) 0.00 5 ..,,. 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.05 Vert(TL) -0.01 1 -5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc pudins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 1D-0 -0 oc bracing. WEBS 2 X 4 SYP No.2ND MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation gui REACTIONS All bearings 0-1 -8 except (jt= length) 5= 0 -8 -0. (lb) - Max Horz 1= 491(LC 2) Max Uplift All uplift 100 lb or less at joint(s) except 1= 137(LC 2), 3=- 105(LC 2), 5=- 867(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 5= 438(LC 1) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=- 394177 WEBS 2 -5= 358/907 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; Kd 1.00; partially; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 1,105 lb uplift at joint 3 and 867 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard I I i i I i li�cdT =, a (' ConsLiting Fmgfii 13901 &W o . to i, Floj� da 33176 Phone 305 - 253 -µl42 Fa Florida Profi- I Job Truss — Truss Type Otv 1Ply PATIO ADD.: M/M GODINEZ (JG2) 6796 J6A MONO TRUSS 4 Job Reference (o tp iona0 DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 11 15:35:19 2009 Page 1 6 -7 -11 6 -7 -11 3 Scale = 1:18.8' _M 4.00; 12 0 I I I 2x4 I I 2 - T1 DUI C14 C� W1 I 1 B1 x 2x4 5 4 2x4 11 36-8 10 69 3 -6-8 0'4" 2 - -3 -3 Plate Offsets (X.Y): [1:0- 1- 5,0 -0 -2 , 5:0- 2- 8,0 -1 -0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.00 5 `**` 360 MT20 244/190 TCDL 15.0 Lumber Increase 133 BC 0.11 Vert(TL) -0.01 1 -5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 3 n/a n/a Weight: 22 lb BCDL 10.0 Code FBC2004lrP12002 (Matrix) LUMBER -L BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOP CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.2ND MiTek recommends that Stabilizers and required cross bracing be installed durin truss erect ion in accordance with Stabilizer Installation guide. REACTIONS All bearings 0 -1 -8 except at 5= 0 -8 -0. (lb) Max Horz5= 455(LC 2) Max Uplift All uplift 100 lb or less at joint(s) except 1=- 153(LC 2), 3=- 174(LC 2), 5 =- 859(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 5= 458(LC 1) FORCES (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 -2 =- 370/69 BOT CHORD 1 -5 =01455 WEBS 2 -5 =- 3751900 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; partially; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1531b uplift at joint 1, 174 lb uplift atjoint 3 and 859 lb uplift atjoint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard i j I I ,: ��iY STid36 s +Y c; aPla . 1 13901 S.W 108 "i -v, , Mimi, Eon& 331 Phonc 305- 253 -242 J a:; .-)ir5 -23 t- ,24t Florida, Profeois.'gr, d 1 3; R 3692 . Job Truss muss Type — -- Qty Ply PATIO ADD.: M/M GODINEZ (JG2) 5796 J4 MONO TRUSS !4 1 j ' _ _ I 'Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MTek industries, Inc. Wed Jun 17 15:35:18 2009 Page 1 4 -4 -12 4-4 -12 2 Scale = 1:14.7 j 4x6 4.60712 i 1 i j I i i I T1 !� I j W1 °° I 1 q B1 2x4 = 1 4 3 4 -2 -8 2X4 11 4 -4-12 4 -2 -8 - -2 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.85 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) -0.02 1-4 >999 240 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-4 -12 oc pudins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 6 SYP M 26 F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 214/0 -1 -8 (input: 0 -1 -8), 4= 48/0 -1 -8 (input: 0 -8 -0), 2= 175/0 -1 -8 (input: 0-2 -8) Max Horz4 =93(LC 2), 2= 240(LC 2) Max Uplift1=- 397(LC 2), 2=- 356(LC 2) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; partially; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 1 and 356 lb uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard I I �II I I ah3YlrJ4.'cnd LOEtaagt.e t , 13901 S.W. 108 Miami, Florida 331 6 Phone 305-253-2428 �ax .505-23:)t24� q Florida x'Tf��',�,�� Erq c in", 1 iC.lwilse No, 36921 pe ia' lwpeotof- I .""r'w' -Jr t Fe i i Job Truss -- Truss Type -Qty Ply PATIO ADD.: M/M GODINEZ (JG2) 6796 J4A MONO TRUSS 4 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industries, Inc. Wed Jun 17 15:35:18 2009 Page 1 442 w 442 2 3 Scale = 1:13.3 4.00 12 2x4 = ic•> 8 i T, I� W1 ju? i 1 B1 2x4 = 5 4 2x4 1' 4-4-2 —� 4 -4-2 _ Plate Offsets (X,Y): It :0- 1- 5,0 -0 -2 LOADING(psf) SPACING 2 -0.0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.08 1 -5 >622 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.55 Vert(TL) 0.07 1 -5 >752 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC20047rP12002 (Matrix) Weight: 151b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc pudins. BOT CHORD 2 X 4 SYP No,2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.2ND Fmaek recommends that Stabilizers and required cross bracing be installed during truss erection in guide. accordance with Stabilizer Installation REACTIONS (Ib /size) 1= 232/0 -1 -8 (input: 0 -1 -8), 3 =- 24/0 -1 -8 (input: 0-1-8),4=256/0-1-8 (input: 0 -1 -8) Max Horz3= 313(LC 2) Max Uplift1=- 453(LC 2), 3= -24(LC 1), 4 =- 680(LC 2) Max Gravl= 232(LC 1), 3= 338(LC 2), 4= 256(LC 1) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2- 3= 19/404 WEBS 2- 5=- 2361775 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; Kd 1.00; partially; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip D0L =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 1, 24 lb uplift at joint 3 and 680 lb uplift atjoint 4.. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard 1 i I i MGiimo9.i .i.6 /—olf.,Y Z. ii.k i , . ConsWting Enginem 13901 SAK 1-08, pvy, �a xi, F'Odt Phone 3 -05 -253 24?8 Florida 11a .03°)trt �1, ; sr ,h r .: Special laRAO1 t -.; N , M1 Job Truss Truss Type v PIY pATIOADD.: M/M GODINEZ (JG2) ,B796 IJ2 (MONO TRUSS 4 1 - Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek Industnes, Inc. Wed Jun 17 15.35.17 2009 Pagg 1 2 -7 -14 2 -7 -14 Scale = 1:11.0 4.60j 12 2 IL? 0 a I I I T1 I 2x4 = 3 2 -7 -14 2 -7 -14 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES W8 0.00 Horz(TL) -0.00 1 n/a n/a Weight: 8 lb BCDL 10.0 Co deFBC2004/TPI2002 (Mat ix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -7 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 139/0 -1 -8 (input: 0 -1 -8), 2= 114/0 -1 -8 (input: 0 -1 -8), 3= 25/0 -1 -8 (input: 0-1 -8) Max Horz2= 161(LC 2), 3 =63(LC 2) Max Upliftl=- 259(LC 2), 2= 230(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; partially; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 1 and 230 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard I I �i i i COZs�ii Engineer 13901 S.W 108 Ass.. Miami, 331765 - Phone .105 2 `5a- 20.228 Hi r W'5-4 24N il No i I I I ;Job — _ — Truss Truss Type — Qty iPly PATIO ADD.: M/M GODINEZ (JG2) 'B796 lJ2A MONO TRUSS 4 1 Job Reference (optionap DECO TRUSS COMPANY INC., Princeton, FL 33032 7.100 s Sep 8 2008 MiTek industries, Inc. Wed Jun 17 15:35:17 2009 Page 1 2 -D-3 2 -0.8 4.00 12 2 Scale = 1:9.0 I 1 T1- I i / ! o B1 2x4 = 3 2 -0-8 _ 2 -0-8 Plate Offsets X 1:0-1-5,0 - LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber increase 1.33 BC 0.02 Vert(TL) -0.00 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 6 l LUMBER �- BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 105/0 -1 -8 (input: 0 -1 -8), 2= 8610 -1 -8 (input: 0 -1 -8), 3= 19/0 -1 -8 (input: 0.1 -8) Max Horz2= 111(LC 2), 3 =42(LC 2) Max Upliftl=- 194(LC 2), 2=- 177(LC 2) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.opsf; BCDL =5.opsf; h =15ft; Cat. Ii; Exp C; Kd 1.00; partially; C -C Extedor(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 1 and 177 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard i i I 113901 SW 108 r� Miami, Flofida 3-1176 Phone 305-253-24,128 Fa Florida Prof mlort:ai N 3't i Job _ Truss — Truss Type — OtY PIY PATIO ADD.: M/M 60DINEZ (JG2)' '6796 J1 MONO TRUSS 4 1 Job Reference (optional) DECO TRUSS COMPANY INC.; Princeton, FL 33032 7.100 s Sep 8 2008 MIT ek Industries, Inc. Wed Jun 17 15:35.17 2009 Page 1 0-11 -0 0-11 -0 4.601 121 Scale = 1:7.2 2 CS - !4 0 o I4 o 0.11 - I 0-11 - 0 LOADING(psf) SP=1.33 -0 -0 CSI DEFL in (loc) I /ddfl L/d PLATES GRIP TCLL 30.0 Plates 1.33 TC 0.05 Vert(LL) 0.00 1 360 MT20 244/190 TCDL 15.0 Lu1.33 BC 0.01 Vert(TL) -0.00 1 >999 240 BCLL 0.0 ReES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Co2002 (Matrix) Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 0.11 -0 oc pudins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be intalled s during truss erection in accordance with Stabilizer Instal uitle. REACTIONS (lb /size) 1= 49/0 -1 -8 (input: 0-1-8),3=910-1-8 (input: 0-1-8),2=40/0-1-8 (input: 0.1 -8) Max Horz3 =26(LC 2} 2 =63(LC 2) Max Upliftl= -93(LC 2), 2= -79(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= S.Opsf; h -15ft; Cat. II; Exp C; Kd 1.00; partially; C -C Extedor(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s)1, 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 79 lb uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard I I Consulting Engineers 13901 S. W. 108 Miami, Floiid 33 Pion 305 PO, ,30 — ,24� Florida rOP, -,qio w'�:i r u1An,ov -rio4 1 it 4,m - T 36921 5- L�.T- H.PKr, STANDARD LATERAL WEB BRACING PREPARED BY tA&W %TK TRUSSES 0 24" O.C. TYP. 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2--10d . - ' NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES Ill EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: ' \ PROVIDE X-- BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10` --Q" FOR FORCE GREATER THAN 2509 lbs. END OF BRACING MEM. L SHALL BC RIGID PO 14T C X =BRACEEDAAS XED LA T E RAL BRACING D E T A I L ON THIS DETAIL. - 4 A-l1:_T. [.._ATERAL BR ACING - DETAI L r 0 0 O. C. TYP. TRUSSES 0 24" 0. C. TYP. �.�' T —BRACE SAME SIZt= ., JAND GRADE AS WEB. / T —BRACE WIT14 10d NAILS 0 6" WEB (2x& MAX.) O.C. TYf . WEB SECTION DETAIL- NOTE: BRACE MUST BE 80% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI -92 Crit. Mahra td Zo P. � T . C. �GL�' >:3 # 'StgAf~.'LaJA.J .. REFER TO SE;'ERATE B C 7 l3gol S ��. 108 A.ve. / l ENGINEERING DWG, Revised: �j( �I Webs 7 /� 9 4 o a `Aila�z.; Florida Flo '31 « ` � - Phone cif✓' /� _`t— i-. `IL. 3 ,05 - 235 -21 ,2 4 5 3 LOADING L (PSFD) STR. INCR.: �3 ¢ . r, a 7 e rt ,tt,xd r� �. na r_ i l� �' ions Via. '692 TOP DRAWN BY: G.L.N. >�� ia1 r �. ct 1 icens i�1 <�. 636 8QTTOM CHECKED BY:.),A.I. ,,SPACING:24 In 0. C. REP. STRESS.YES MiTek lndt]Stries In C. AfsRroved for Mirek' 1KCil stries Inc. f O _ , TRUSS X INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP / JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER OR EQUAL, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER OR EQUAL ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP RT7 (UR) HURRICANE CLIP OR EQUAL 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) 16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO 7' -0 ", USE USP CLPBF BUTTERFLY HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) 16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL AT TOP 4. FOR COMMON JACKS 9' -0" TO 11' -0 ", USE USP THD 26 HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) —16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL AT TOP NOTE: Refer to attached Miami -Dade County Product approvals for nailing and proper use of handers. Mah mound 1 olfi i, P. Consulting Engineers 13901 S.W. 108 nv". �'(gI�� Miami, Florida 33176 Phone 305 - 253 -2428 Fax 305- 23 ,)-- , t2 , 48 Elod4a Professional Engineering License No, 36921 Speclkl Inspector License No 636 'Florida Building Code Online Pagel of 4 s' .. € we a a. . �%"� BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search u! Product Approval 4 USER: Public User f Produc A pproval Menu > Product or Application Search > Application List > Application Detail FL # FL818 Application Type New Code Version 2004 g g Application Status Approved µ t. 3 Comments Y� Archived Product Manufacturer United Steel Products Company Address /Phone /Email 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 rlutz@gibraltarl.com Authorized Signature robert lutz rlutz@gibraltarl.com Technical Representative Address/Phone/Email Quality Assurance Representative Address /Phone /Email Category Structural Components Subcategory Wood Connectors Anchors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity PFS Corporation Validated By Product Testing, Inc. Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM D1761 1988 ASTM D1761 1988 Equivalence of Product Standards Certified By Sections from the Code 1707.3 http: / /www.floridabuilding- org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgsBZXppzJiLTu8OL 19N... 3/5/2007 GENERAL NOTES j 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM ' GALVINIZED COATING OF G90. h 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED, 3) ALLOWABLE LOADS HAVE BEEN INCREASED o J ° BY A SHORT TERM DURATION FACTOR OF 607 FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED, 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DES N SPECIFICATIONS R � IG FO WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE m CG= 0.55 OR BETTER), LL TEST PERFORMED IN i ° ° e s ® o° ACCORDANCE WITH ASTM D1761. 5) NUMBER OF FASTENERS SHALL BE EQUALLY DIVIDED BETWEEN RAFTER & STUD. 6) NAIL PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD, BETWEEN RAFTER & STUD. RT3 RT7 RT RAFTER TIE SERIES 18 GAUGE F SCHEDUL ALLO LOADS DF - L / SYP UPLI PRODUCT RAFTER/ LI L2 8d x 1 -1/2 PRKalliiC''FsENEIN D CODE TRUSS PLATE STUD '-4 a-pbIgg WUL 160% 160% 160% 160% haat=� lrr,:r tin nG�.lD RT3 (4 8d (4) 8d -- -- 180 140 365 365 RT7 — (5 8 d (5) 8d -- -- 175 125 505 505 rtV_ UNITED STEEL PRODUCTS COMPANY N OTES 14305 Southcross Drive, Suit 200. Bumsville, MN 55306 - PH (952) 898 -8651 1) L1 ARE LOADS APPLIED NAME, RT3 &RT7 PARALLEL_ TO BEARING WALL (RAFTER TIE) 2) L2 ARE LOADS APPLIED DATE' 021007 ROBERT W. LUTZ PERPENDICULAR TO BEARING WALL M3� PROFESSIONAL ENGINEER (STRUCTURAL) 4 u 3) FLORIDA LICENSE. NO. 55409 ALLOWABLE LOADS FOR UPLIFT, -' ` SHEET DRAWING NO: L1 & 1_2 ARE NOT, TO BE COMBINED. 1 OF3 02 -07 MDADE BUTTERFLY HANGER (CLPBF) PRODUCT DIMENSIONS FASTENERS ALLOWABLE LOADS ALLOWABLE LOADS CODE GAUGE W H HEADER JOIST DOWNWARD mUPLIFT)w Sd T IOd 8d loci 12 3 1170 1170 367 367 CLPBF IS 1 9/16 3 12 6 1170 1170 367 367 CANNOT USE FOR UPLIFT IN HVHZ e a • 0 a . '• 0 0 • ° e � • • a o a • o � k GENERAL NOTES 1) THE APPROVED PRODUCTS SHALL BE MADE OF STEEL CONFORMING TO ASTM A653 STRUCTURAL QUALITY GRADE 33 (MIN. YIELD 33 KSI) AND A MINIMUM GALVANIZED COATING OF G60 PER ASTM A924. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALL INSTALLITATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. THIS NOTICE OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE F.B.0 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2001 EDITION, FOR SOUTHERN PINE (SG-0.55 OR BETTER? AND TEST PERFORMANCE IN ACCORDANCE WITH ASTM D -1761. 5) ALLOWABLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 60% AND NO OTHER INCREASE IS ALLOWED. UNITED STEEL PRODUCTS COMPANY 103 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME CLPBF (BUTTERFLY HANGER) 0 .�g DATES `^ 01/31/08 ROB ERT W. LUTZ pi.cU� PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. N❑. 55409 u� SHEET �.! t 1 OF 1 MDADE PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS GENERAL NOTES CODE GAUGE DOWN UPLIFT (160%) W H D A HEADER JOIST 1. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U,O.N AND A MINIMUM GALVANIZED COATING OF G -90. HJC26 12 5 7/8 3 5/8 3 1/41 3 / 4 (16) 16d (12) 10d 2020 1975 2. FASTENERS ARE COMMON WIRE NAILS INLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM HJC28 12 5 7/8 6 3/4 3 1/4, 3/4 DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM 1, PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED DN THE NATIONAL DESIGN 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION 3. ALLOWABLE DOWN LOAD LISTED IS AT 100% DURATI ❑N OF LOAD IN ACCORDANCE WITH ASTM D1761, 6. LUMBER SPECIES IS SOUTHERN PINE. HJC TYPICAL HJC INSTALLATION PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS CODE GAUGE DOWN UPLIFT (160%) W H D A HEADER JOIST JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) lOd (2) lOd 745 N/A JUS26 1 18 1 1 9/16 1 4 13/16 1 3/4 1 JUS28 18 1 9/16 16 11/16 1 1 3/41 1 1(6) 10d 1(4) 10d 11240 1160 JUS210 1 18 1 9/16 17 13/16 1 1 3/4 1 (4) 10d 1. Specif led Joist nails shall be installed at 30 to 45 degrees horizontally such that they : penetrate through the end of the ,Joist and Into the header. 2. Minimum header thickness shall be 1 3/4 Inches for 10d nails. NOA No• 07 0214.20`3. Allowable DOWN load listed Is at 100% Duration of load. 4. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. Expiration Date: June 04, 2011 L. Approval Date: May 31, 2007 i UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME' FACE MOUNT JOIST a / HANGER .p DATE 00 f07f07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) r�[ FLORIDA REG. N❑, 55409 i JUS JM SHEETi 1 ❑F 2 DRAWING # I MD0207 MDADE TYPICAL JUS INSTALLATION Florida Building Code Online Page 1 of 5 0 21 7 2F- '_• E 3 BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site ME I Product Approval USER: Public User Prod Approval Menu > Product or Application Search > Application List > Application Detail FL # FL817 :a Application Type New Code Version 2004 j , Y, �a Application Status Approved Comments W . c� Archived RT Product Manufacturer United Steel Products Company Address /Phone /Email 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 rlutz @gibraltarl.com Authorized Signature robert lutz rlutz@gibraltarl.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Structural Components Subcategory Wood Connectors Anchors Compliance Method Evaluation Report from a Product Evaluation E Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity PFS Corporation Validated By Product Testing, Inc. Certificate of Independence http: / /www.floridabuilding. org/pr /pr_app_dti. aspx9 param= wGEVXQwtDgvaK %2bkWe l 85D %2bB ... 3 /5/2007 Florida Building Code Online Page 2 of 5 2314.4.4 r Product Approval Method Method 1 Option C Date Submitted 10/30/2003 Date Validated 10/31/2003 Date Pending FBC Approval 11/04/2003 Date Approved 11/19/2003 Summary of Products ! Go to Page Viv 0 4) Page 2 / 4 FL # Model, Number or Name Description 817.21 HJC28 HIP -JACK Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports s Impact Resistant: { Design Pressure: +/- Other: 817.22 IIJN26 Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: i Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 817.23 3N26 -2 Power Nail Hanger s Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 817.24 IIJN26E Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: i 817.25 IJN28 Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: ! Approved for use outside HVHZ: Evaluation Reports Impact Resistant: i Design Pressure: I Other: I 817.26 31\128 -2 Power Nail Hanger l Limits of Use (See Other) Installation Instructions j j Approved for use in HVHZ: Verified By: j Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- I I http:// www .floridabuilding.org/pr /pr_app_ d. aspx? param= wGEVXQwtDgvaK %2bkWel85D %2bB... 3/5/2007 'Florida Building Code Online Page 5 of 5 k Other: 817.18 IHH66 Header Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 817.19 JJHHCP2 HURRICANE /SEISMIC ANCHOR Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: Other: s 1 817.20 1HIC26 HIP -JACK Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: j Design Pressure: Other: 1 ! Go to Page Pc Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: r WIN EChe k ". V ®riSign 3etured Yi:RiFY► http:// www. floridabuilding. org/ pr /pr_app_dti.aspx ?param=wGEVXQv DgvaK %2bkWe185D %2bB... 3/5/2007 / I Page 11 of 22 National Evaluation Report No. NER -564 • Table 4 — HJC Hip Jack Hangers Dimensions (in.) Fasteners Allowable Loads (lbs.) Stock Steel F c = 460 psi Uplift No. Gage W H D Girder Jack Hip 100 115% 125% 133% 160% HJC 26 12 6 5-3/8 3 -1/4 16 -16d 7 - 10d 5 - 10d 2190 2520 2740 1570 1840 HJC 28 12 6 7 -118 3 -1/4 20 - 16d 8 - 10d 6 - 10d 2740 3150 3425 1830 1840 Notes: 1. Hip and jack trusses are limited to a single ply each. The hip shall be set at 45 degrees to the jack. 2. Uplift loads are increased 33 -1/3% or 60% for wind or seismic load conditions and shall not be further increased. 3. Allowable loads assume the hip and jack trusses act in unison. 4. Trusses shall be provided with blocking or other means to prevent rotation. 5. F c-L = Compression perpendicular to grain. 6. For Si: 1 in. = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa. GIRDER TOSS HIP TR s 4 • A ♦ ry� y ! i � 1 #' 4 � 1 / pE may JACK TILI HJC SINGLE NAILIN - N SKEWED SIDE - - JACK HIP HIP J ACK 12 1-112 RIGHT HIP SHOWN LEFT HIP I. OWN Figure 4* r G ENERAL NOTES I - U STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 337 FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR L - 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) a TEST PERFORMED IN ACCORDANCE WITH ASTM n1761 RT RAFTER TIE SERIES TA /TAR TRUSS ANCHOR SERIES 14 GAUGE 14 GAUGE Product Dimension Fasteners Allow ableLoad Product Dimension Fastener Allowable Load Code L 164 Down 100 6 Uplift 133% Code Length 10 d x 1.6" Upl N't L1 L2 RT8 8 6 340 TAl2(TAl2R 12" 5 -- 215 245 RT10 10" 8 455 TA141TA14R 14" 6 830 215 245 RT12 12" a 455 _ TA161TA16R 16" 6 830. 215 245 RT14 14" 10 665 766 TA181TA18R 18" 7 970 215 345 RT16 1 16" 12 680 906 TA201TA20R WI 9 1040 216 346 RT18, 18" 14 795 1020 7A221TA22R 22" 10 1165 266 345 RT20 20 16 905 1020 TA241TA24R 24" 11 1270 255 345 2 22" 18 1020 1020 Notes 1) L1 are loads applied parallel to bearing wall RT2 24" 18 1020 1020 2) L2 areloads applied perpendicularto bearingwall RT24 28" 18 1020 1020 3 Minimum embedment of ties 4" RT2 4} Allowable loads for uplh'% L1 and L2 are nat to be combined RT30 30" 18 1020 1.020 6} NNW nw tr nail penetration 1.6 TA R TA RT32 32" 18 1020 1020 RT34 34" 18 1020 1020 RT36 38" 18 1020 1020 UNITED STORL PRODUCTS COMPANY RT38 38" 1 1020 1020 APPROVED AS COMPLY118 WITH M 7.3 ROGER- DRIVE, Mi GOMERY, MN 55069 RT40 40" 18 1020 1020 SOUTH FLORIDA 101101118 UK /' PHOW (Sm 3" - 7333 DATE mni RT44 44" 18 1020 1020 D. p0� RT AND TA SERIES RT48 48" 1s 1020 1020 PRODD L DIVISION �� •� CS / 1} Number of fasteners shall be equally divided between rafter and stud DDILDIND CODE COMMUCE 81 ICE T110kAS ALLEN WANCE 1O /O � PROFESSIGNAL ENGINEER (CIVIL) 2) Penetration is assumed to be 1 112" Into wood ACCEPTANCE NO. Ql-09t2.05 � FLOkD1A REG. NO, 50899 SKEi P.GE 1 1 MDIDE ACCEPTANCE NO.: 01- 0912.05 EXPIRES: 10/0912008 GENERAL NOTES NOTES GENERALES RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES STEPS TO SETTING TRUSSES an marcados de ningun modo que RESTRICCION YARRIOSTRE PARR TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Trusses are not marked in any way to identify the Los trusses no est frequency or location of temporary lateral restraint identifiquela frecuencia olocalizacion de restriccion lateral RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAS MEDIDAS DE LA INSTALACIDN DE LOS TRUSSES 1 10' (3 m) or Diagonal bracing Repeat diagonal bractng and diagonal bracing. Follow the recommendations yarriostre diagonal temporales. Use las recomendaciones DONT overload the crane. � Refer 15' (4.6 m)* every 15 truss spaces 30' 0 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 to SCSI -87 * ** for (9.1 m) and of trusses. Refer or restraining to los trus es. / Yea el folleto BCST nGwa Buena Prach a ® NO sobrecargue la grua. trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal more information. 9, 9 temporary 9 1 � Y, Po, I g bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five Good Practice for Handling Installing Restraining Dara el Manejo. Instalacion Restriction yArriostre de los ® NEVER use banding to lift a bundle. Yea el resumen & Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con P/acas de Metal * ** trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see / NUNCA use las ataduras para levantar un below Re process BCST -67 * ** para Trams s * ** 9 9 Y specify J P Pec' for more detailed information. para information mss detallada. paquete. p )• 7 ) Repeat p cess on groups of four trusses until all trusses are set. mas informacon. ' I r llr k /r l l Truss Design Drawings ma s eci locations of Los dibu'os de disen"o de los trusses pueden es ificar 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente al arriostre de permanent lateral restraint or reinforcement for las localizations de restriction lateral permanente o ® A single lift point may be used for bundles with tierra. 3) Instate IDS proximos 4 trusses con restriction lateral temporal de miembro corto (vea Apply diagonal brace to vertical \� individual truss members. Refer to the BCSI- refuerzo en los miembros individuales del truss. Yea la trusses up to 45'(13.7 m). abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre webs at end of cantilever and at B3 * ** for more information. All other permanent hpla resumen BCSI -B3 * ** para mas information. E/ Two lift points may be used for bundles with diagonal para los pianos de los miembros secundarics para estabilice IDS primeros cirl trusses bearing locations. All lateral restraints 9 9 is the bracing design responsibility WARNING. ' ( vea aba1 Do not over load supporting 'o ) ) P . 6 Instate la restriccion lateral temporal Y arriostre diagonal P ara la cuerda inferior lapped at least two trusses. P onsibili ty of the building resto de los disenos de arriostres Pe rmanentes son la trusses up to 60' (18.3 m). 9 onal designer. res nsabilidad del disen"ador del edificio. P structure wrusu. p p g p q *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords 9 Po Use at least 3 lift points for bundles with trusses tct with truss bundle. (vea abajo). 7) Re its este rocedimiento en ru os de cuatro trusses hosts qu e todos los greater than 60' (18.3 m). iADVERTENCIAC No sobrecargue /a trusses esten instalados. and 15'(4.6 m) o.c. for 4x2 chards. t n el d t tesrucura apoyaa co paquee de • * ** Puede usar un solo lugar de levantar para ®Refer to SCSI-82 for more information. INSTALLING - INSTALACION ' ®WARNTNGI trusses. The consequences of improper ,;,. paquetes de trusses hosts 45 pies. Yea el resumen BCST °62 * ** para mas information. Puede usar dos puntos de levantar para Q Place truss bundles in stable position. Tolerances for Out -of- Plane. and bracing can result in a collapse of the Max. Bow Truss Length handling, erecting, installing, restraining RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES paquetes rings de 60 pies. Tolerancias p ara Fuera -de- Plano. 3 /4" 12.5' use paquetes e trusses una p RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES p Use por to menos tres puntos de levantar para P t d tsses en osition structure, or worse, serious personal injury paquetes mas de 60 pies Dlso D (n.) 19 mm 3.8 m estable. Max Bow . 0 This restraint &bracin method is for all trusses except 3x2 and 4x2 parallel chord trusses PCTs Length -� or death. 9 P P ( )' ' See top of next column for temporary restraint and bracing of PCTS. 1/4" 1' 7/8" 14.6' iADVERTENCIA7 El resultado de un manejo, M ax. w < - Lengm > 6 mm o 3 m 22 mm a.5 m levantamiento, instalacion, restriccion y HOISTING RECOMMENDATIONS OF SINGLE TRUSSES BY HAND ardsotre Este metodo de restriccion y arriostre es para todo trusses excepto trusses de cuerdas paralelas t 1/z 2' r' 16.7' incorrecto puede set la caida de la estructura o ., RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES (PCTs) 3x2 y 4x2. Yea la pane superior de la columns para la restriccion y arriostre temporal de PCTs. Max. Bow o 13 mm 0.6 m 25 mm 5.1 m 9. - ` -= ' 3/4" 3' 1 18.8' aun peor, heridos o muertos. POR LA MANO - a �:,. - ' E Length o Plumb 19 mm 0.9 m 29 mm 5.7 m 1) TOP CHORD CUERDA SUPERIOR ® Z&UT79NQ Banding and truss plates have /tine 1^ q' 1 -114" 20.8' sharp edges. Wear gloves when handling Trusses 20 d Trusses 30' t Q Tolerances for / 25 mm tz m 32 mm 6.3 m and safety glasses when cutting banding. (6.1 m) or (9.1 m) or f Out - Plumb. 1 - 1/4" 5' 1 - 3/8" 22.9 less, supp ort ess, sup D 32 m 1.5 m 35 mm 7.0 m a d L1 19 Chapas de metal tienen hordes afilados, PP ort PP ort at Up to 30' 10' 3 m at peak. quarter points. (9,1 m ( ) D.E. max. Tolerancias p ara /so max m 1-1/2^ Alm 1 -1/2^ 25.0' L/eve guantes y tentes protectores cuando Corte las ) Fuera- de- Plomada. 38 mm 38 mm 7.6 m ataduras. _ Soporte Soporte de 30' (9.1 m) - 8'(2.4 m) D.C. max. 1 -3/4" 1 - 3/4" 29.2' - -- - -- del pico los - -- �l - -- -- los cuartos 45'(13.7 m) CONSTRUCTION LOADING 45 mm 45 mm 8.9 m HANDLING - MANE10 tr usses de IE Trusses up to 20' de tramo los F Trusses up to 30' i 45'(13 m) - CARGA DE CONSTRUCCION 2" 2° 233.3' 20 pies o trusses de 30 ) 6' (1.8 m) o.c. max. 51 mm • 51 mm 10.1 (6 m .1 p ies o menos. Trusses hasta 30 pies 60' (18.3 m) ® DO N07 proceed with construction until all lateral Avoid lateral bending. �'.7 7I Use Utilice menos. Trusses h 20 pies P ii l]!�,t� s ✓],7 � 60'(18.3 m) - 4' (1.2 m) o.c. max. restraint and bracing is securely and properly in place. special care in ctudado especial en P P ° Evite la Flexion lateral. s es windy weather or dfas ventosos o cerca HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES NO proceda con la construcoon hasta que todas las restric - near power lines de cables etectricos o RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES *Consult a Registered Design Professional for trusses longer than 60 3 (18 m) clones laterales y los arriostres esten colocados en forma Material Height and airports. de aeropuertos. *Consulte a un Professional Registrado de Disen"o para trusses mas apropiada y Segura. de 6ies. / Gypsum Board 12' (305 mm) 0 p © Hold each truss in position with the erection equipment until top chord temporary lateral restraint r R (9 DO NOT exceed maximum stack heights. Refer to BCSI -B4 * ** See SCSI-B2... for 7CTLR options. is installed and the truss is fastened to the bearing points. for more information. Plywood or oss 16° (406 mm) � 0 y r Sostenga cada truss en position con equipo de grua hasta que la restriccion lateral temporal de la Yea el BCSI -B2 * ** para las opciones de TC7LR yam. NO exceda las alturas maximas de monton. Yea el resumen Asphalt Shingles 2 bundles \\ \ Spreader bar �\\ cuerda superior este instalado y el truss esta asegurado en los soportes. . Refer to BCSI- 83'''` *" � �' BCSI -84 * ** para mas information. F �� ® " for Gable End Frame re- Concrete Block e (203 mm) Using a single peck point at the peak can damage the truss. straint /bracing/ reinforcement ✓ ' clay Tile 3 - tiles high '0 El use de un solo lugar en el pico pare levantar puede i nformation. )) (� '' a M hater dan "o al truss. Para mformaclon sobre restric - The contractor is responsible for - properly receiving, unloading and storing O O - 60' or less cion /arriostre /refuerzo para (S) DO NOT overload small groups or single trusses. the trusses at the Jobslte. Unload trusses to Armazones Hastiales vea eI NO sobrecargue peque smooth surface to prevent damage. n " grupps o trusses rndividuales. © Repeat diagonal I - � \ �� resumen BCSI -63 * ** braces for each El contratista bene la res onsabilidad de - -- / \ (S} NEVER stack materials near a peak or at mid span. P e ing and t oistting p le santar e p - -_ _, \ ® Use p roper n Use e ui o a ro iado li recibir, descar ar almacenar adecuadamente set of 4 trusses. los trusses ED la bra. Descargue los trusses en la `- t length Note: Ground bracing not shown for clarity. Repita los arri- NUNCA amontone los materiales cerca de un pico. tierra liso para prevenir el dano. Tagline ! TRUSSES UP To ao 'is . ,o _ sotres diagonales ® Place loads over as many trusses as possible. T Ru SLS HASTA _ para cada grupo Coloque las cargas sobre tantos trusses Como sea reader bar W �w;� W . -.�. Attach 2) WEB MEMBER PLANE - PLANO DE LOS MTEMBROS SECUNDARIOS de 4 trusses. A l i posible, ;,,; • ' Toe - in Toe - in Locate Spreader bar 10 o.c. � ® POSIYIDn loads over load bearing Watts. above or B ader b k • Diago gal Coloque las cargas sabre las parades soportantes. / \\ Tru w - a. <-- max. „ >.E b u, w TRU55E /3 UPY ba 1,1z 18.3m ' LATERAL RESTRAINT Web members ALTERATIONS ALTERACIONES ssbracingnot _ mid - height Spreader bar 1/2 to s & DIAGONAL BRACING ragline s ( ) 1'` • Refer to BCSI- 85. * ** shown for clarity. j TRUSSES HASTA 60 PIES _ Yea el resumen BCST -B5. * ** Spreader bar 2 r P 34 truss ten t h to (S) ARE VERY IMPORTANT © at Trusses may the time obe unloadeed d ored l on tors g nd „ g �� RE$TRItCCION ° L DO NOT cut, alter, or drill any structural member of a truss unless r contact with the ground after delivery. If trusses TRUSSES UP TO AND OVER 60' (18.3 m) - specifically permitted by the truss design drawing. are to be stored horizontally for more than one DO NOT store NO almacene yRUSSE$ HASTA Y SOBRE 60 PIES -� LATERAL Y EL unbraced bundles verticalmente los NO torte, a/tere o pe fore ningun miembro estructura/ de un truss, p g ( ) ( ) up trusses sue /tos. ARRIOSTRE `° ^r a menos que este especificamente ermitido en el dibu o del disen "o week, lace blockin of sufficient hei beneath the stack of trusses at 8' 2.4 m to 10' 3 m q p J on-center (o.c), TEMPORARY RESTRAINT &BRACING DIAGONAL Bottom chords del truss. Los trusses pueden ser descargados directamente RESTRICCION Y ARRIOSTRE TEMPORAL SON MUY J = Trusses that have been overloaded en el suelo en aquel momento de entrega o ° Truss altered without the Truss construction almacenados temporalmente en contacto con el • IMPORTANTES! Diagonal braces Manufacturer's prior approval may render thhe e Truss Manufactureerr 's limited warranty null and void. suelo despues de entrega. Si IDS trusses estaran Refer to BCSI -82 * ** for more Top Chord Temporary every 10 truss spaces Trusses que se han sobrecargado durante la construction o han sido alterados sin to autorizacion information. Lateral Restraint 20' (6.1 m) max, 9 uardados hodzontalmente P ara mas de una � 10' (3 m) - 15' (4.6 m) max. Same spacing previa del Fabricante de Trusses, pueden hater nu/c, y sin efedo la garantia limitada del Fabri- semana, ponga bloqueando de altura suficiente Yea el resumen BCSI -B2 * ** para ma ( s infor- TCTLR ) detras de la pila de los trusses a 8 hasta 10 pies Tractor. 2x4 min. as bottom chord lateral restraint Note: Some chord and web members cante de Trusses. en Centro (o.c.). not shown for clarity. "a ® Locate ground braces for first truss directly 3) BOTTOM CHORD - CUERDA INFERIOR " _ ` ' ,, - Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. ® For trusses stored for more than one week, cover :: n line with all rows of to chord temporary To view a non - printing PDE of this document, visit P P rY ww sbc ndust y om /bl bundles to protect from the environment. Lateral Restraints - 2x4x12' or r = latera restraint (See table In the ne xt column). t NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are ,. greater lapped over two trusses. tie Coloque los arriostres de tierra para el primer assistance n y given p roject. If the contractor believes it needs po mas de una semana, g ® DO NOT store on NO almacene en Para trusses uardados r _ p rofe ssi on a ls sist ce in with the capability some aspect of the c onstruction undertake the work they have agreed to do onstruction project, it should seek assistance fr om a competent party. The methods and procedures on an p - 90° f , cubra los paquetes para protegerlos del ambiente. uneven ground. desigual. outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. truss directamente en lines con cada una de Bottom These recommendations for handling, installing, restratring and bating trusses are based upon the collective experience of leading Refer to BCSI * ** for more detailed information w1 las filas de restriccion lateral temporal de /a pe ronnei m of ed wan truss desgn, manufa ure and ms anatfon, but muse, due to the nature of responsible es involved, be presented pertaining to handling and 'obsite storage of cuerda superior vea la taba en a roxima Brace first truss chords only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as P 9 9 l l J 9 P ( P s to the building des design specification for handling, installing, restrain and braci p .0 securely before p g g g p g g trusses and it does not preclude the trusses. co/umna). use of other equivalent methods for restraining /brae ng and providing stability for the walls, columns, Floors, roofs and all the interrelated erection of additional structural building components as determined by the contractor Thus, WTCA and TPI expressly disclaim any responsibility for damages Yea el folleto BCSI * ** para information mas detal- ,. (S) DO NOT walk on trusses. ' arising from the use, application, or reliance on the recommendations and information contained herein. lada sobre el manejo y almacenado de los trusses - unbraced trusses. s en area de trabajo. Diagonal braces every 10 r I `y rrr111 NO Gamine en trusses truss spaces 20' (6.1 m) max. _4 ' y e p sueltos. , F� f�M xE „w TRUSS PLATE INSTITUTE 10' (3 m) - 15'(4.6 m) Note: Some chord and web members 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 ° Alexandria, VA 22314 !, max. not shown for clarity, 608/274-4849 • www.sbcindustry.com 7031683 -1010 • www.tpins ARN31x 7 ... _. stir r m ,... ,. ...- mm a T I' m , .. ,f w.1 � taw � u I , u =, III P" .ri I i III 1 11 u� � ( 1� � »Mt p ry, I I _ )III r I ,. iI ,•• •• • • • •• •• • i . Pa e I of _..'' Lo lock 1 e_ z ed as, This grogerty scr'b ... _. .E'd. = r/�' �OOp •• . .. 3 B • •.. - . •• • L, RIVER - BAY PARK t • • •7,5',4)4 ; ; ; '; lowest liabitahle , l�roo� -C,c � deno according to the Plat .4eot� '`�( iloo thereof as recorded. in ��DO a4�tc .t�0 ons shrwtt rf:fer to + 1 E1ev 29 Plat Book 41 , Page 55 111 i � 4 �,\: : t; - . . . a 0 ' t� •- 4 61:x adjacent Crade:. ,� .° of the Public Records of �� !2 Lowe Miami-Dade Co 1 D. . �' .� � ,\ . 3 oc9 ( ��` �J l! ` Ott• � 1 L . o 8 Gaara Bz�d I 1 � �� , � . , �. �;�. ' •--- Cho 2 . - PET A i t, S � Wit- ,1 ''`�, �' ��- � I �� Li •� � T'� � �..- o I to j �. J J C�� na LIN 21 T's �� Godinez, Fernando, and • 1�K vim. �a PRC?PErTY 0�' {. Godinezz, Lot aine, 1233 N.E. 104�.h S.ree, Miami Shores, vep f + 2 N A anrrNn RY._ Soft, LANNES AND GARCLA, (NCF l 3 i 8 spaw tit LB X2098 3 313 s WM a amme 01 SURVEYORS—MAPPERS— LAND PLANNERS 411617 -4 MAW AOM OWE . a Wwm rA �1 JM AV.AZM &WU%W_=mL Qw=nova%m1u r.aroa rear. NO , POP +�+ 118 M'fE b�C,+11E DPMN BY DRwc. No, „20 _Uq ��< < 157 3 � 7179" ...... .... . . ...... . .. ...... ..... .... .... ..... . . ...... ...... . ....