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RC-06-2632 M- M Inspection Wor Miami Shores Village �aa I eem� ^p � 10050 N.E. 2nd Avenue Miami Shores, FL ` HPES tN `° �i }�'� Phone: (305)795 -2204 Fax: (305)756 -8972 yjko X820 nspec Number: INSP -63096 Permit Number: RF-6-0T-1 278 Inspection Date: 08/13/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: CARABOTTA, RAYMOND Work Classification: Roof - New Job Address: 166 92 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317 -8560 Building Department Comments RE ROOF TILE TO TILE ti Inspector Comments Passed m" - 1 6 W o r4, 16tAJ CIA) 62" Failed Correction `J Needed ' Re- Inspection Fee �C ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 9, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ask, 0 7 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0712612007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: CARABOTTA, RAYMOND Work Classification: Roof - New Job Address: 166 92 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317 -8560 Building Department Comments RE ROOF TILE TO TILE JUL 2 6 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-53095. No one workinh in roof, no mop. Inspection not cancelled. 7124107 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, July 25, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village Ytlb' , OPiG9 - I 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/24/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: CARABOTTA, RAYMOND Work Classification: Roof - New Job Address: 166 92 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317 -8560 Building Department Comments RE ROOF TILE TO TILE Inspector Comments Passed e Failed n Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, July 23, 2007 Page 1 of 2 y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 4 Mw � Yfr ai C Inspection Date: 07/2012007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type Tin Cap Owner: CARABOTTA, RAYMOND Work Classification: Roof - New Job Address: 166 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317 -8560 Buliding Department Comments RE ROOF TILE TO TILE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($76) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, July 19, 2007 Page 2 of 2 . . . . . . . . . Inspection Worksheet Miami Shores Village kxto 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (306)795-2204 Fax: (305)756-8972 .2 ....................................................... a ......... ..... .................................... ........................................ ............................................................ ..................................................... ............................................. ............................................................ Inspection Date: 03/11t/2008 Permit Type: Roof Inspector-011 Inspection Type: Tin Cap Owner: JOHNSON, JILL Work Classification: Roof - New Job Address: 166 92 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317-8560 Building Department Comments NEW ROOF Inspector Comments Passed Failed (7-o (R' Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, March 13, 2008 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue - ®' Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 - � Expiration: 09/08/2008 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 JILL JOHNSON Miami Shores, FL 33138- Block: Lot: Owner information Address Phone Cell JILL JOHNSON 166 NE 92 Street MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone $ 1 Valuation: PROVIDENCE ROOFING (954)317 -8560 Total Sq Feet: 2400 Type of Work: Re Roof Available Inspections: Additional Info: COLOR THRU Inspection Type: Classification: Residential Final Roof Tile In Progress Tin Cap Hot Mop Up Lift Report Nailing Affidavit Fees Due Amount Total Amt Paid Amt Due CCF $10.80 Education Surcharge $3.60 $ 0.00 $ 0.00 $ LOO Permit Fee - New Roof $250.00 Scanning Fee $12.00 Payment Type: Technology Fee $6.25 Total: $282.65 f'� r .- ., M A 2 2993 9 " I��"�IA I �o �� FE ILL�°��yE 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 March 12, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, March 12, 2008 1 �ov►�� - Miami Shores Village Building Department 2000 �G 10050 'N.E.2nd Avenue, Miami Shores,. Florida 33138�� ® _.., __� Tel: (305) 795.2204 Fax: (305) 756.8972 ®see_e ---- ..o_ BUILDING Per No. � � O�5 60 PERMIT' APPLICATION Master Permit No. l Y.°0 p 7-6Z2- FBC 2004 Permit Type (0irde): Building Roofing Owner's Name (Fee Simple Titleholder) O �� Phone # Owner's Address l 0 St City 0 1 1 � r State FL Zip 331 a 1 Tenant/Lessee Naixre Phone # Job Address (where the work is being done) J<j a kQ 4 City Migm_ i Shores Village County Miami -Dade Zip 3 3 13 FOLIO./ PARCEL # ) l ` 3 _ U `:5 — 3 D 5_0 Is Building Historically Designated YES NO Contractor's Company Name \J 1 Phone # 9 !5q - 30 —R (o Contractor's Address O S r" City �� State L-- zip — 33 3 Q g Qualifier Name �P� l �. n � E � l `�T� Phone # W" 3 � J � State Certificate or Registration No. a _17) Certificate of Competency No. Architect/Engineer's Name (if applicable) I- Phone # Value of Work For this Permit $ r i C 1 GO S q uare / Linear Footage Of Work: 9 � Type of Work: PAddition ❑Alteration *ew ❑ Repair/Replace ❑ Demolition Describe Work: AJ /"f C )77 Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ TraininglEducation Fee $ Technology Fee $ �w Scanning $ rZ • 0 Radon $ DPBR $ Zoning $ Bond $ Code r? a 4p _`" , Double Fee $ Structural Review. $ Total Fee Now Due $ ZY .6, -. y' See Reverse side L� t F c f 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 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 th a c opy o f the notice of commenc an d construction lien law brochu w m ill be de livered to the person inspection will not be approved and a reinspection fee will be charged Signature - Signature Agent Contractor The fo mg instrument was acknowledged b me this Z ? The foregoing instrument was acknowledged before me this °?` day of 20 , by �^ ' " Z Y day of e.lo , 20 � by Sim .e S who is personally known to me or who has produced who s jersMally known to me or who has produce As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: i➢�1 Y PUBLIC: tti / - �9 of FIa�Aa Si R - Sign: Print: �fSs*� i E @fr 11, $010 Print:5a9 Mq 11 . 5516M My Commission Expires: BMW 13y New Am. My Commission Expires: tad �► �� (Certificate of Competency Holder) State Certificate or Registration No. y ' 13 2(,., ? 2 Certificate of Competency No F APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) OR 10050 NE 2^d Ave * Miami Shores, Fl 33138 ►� Phone 305 - 795.2204; Fax 305. 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO S 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2 nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: -2 - 5 ° r- ' Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please ` attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �� natu ' re / / Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. r K f Sworn to and subscribed before me this day o low Pw*- oft difto Notary Public, Sate of Florida at Large Q0° 0" Mwey 11. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300, 000. a uil ON FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to al connection Hurricane Mitigation. Miami -Dade My Home Page 1 of 1 m My Home MIAMI -DADE Show Me: Property Information € Legend Search By: . Property Select Item NE93R0 ST r,,s �° �, Boundary i i Pro perty Se lected Text only m _ l It J Property Appraiser Tax Estimator 1A t �t:, P Street i .. *s Highway J Portability S.O. Calculator NE 92nD ST _ Y S.o _ — Miami -Dade County Summary Details: m . water olio No.: 11- 3246 -013 -3250 3 roe : 166 NE 92 ST N M ailing ILL JOHNSON m ddress: � 166 NE 92 ST MIAMI w E S HORES FL 3138 -2814 NE 91ST ST Property Information: nmary Zone: 1000 SINGLE FAMILY ESIDENCE t , 0001 RESIDENTIAL - LUC: INGLE FAMILY eds/Baths: /2 loors: 1 ivin Units: 1 ,' z A 'r. - d' S Foota e: ,132 of Size: 13,100 SO FT ear Built: 1939 Digital Orthophotography - 2006 0 113 ft 153 416 53 42 MIAMI S HORES SEC 1 AMD B 10 -70 LOTS 6 & 7 We appreciate your feedback, please take a minute to complete our survey. egal BLK 24 LOT SIZE escnption: 100.000 X 131 OR 0101 -0725 12 2001 1 My Home I Property Information I Property Taxes C DC 21346 -3859 05 1 My Neighborhood I Property_ Appraiser 003 1 Sale Informa Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer ale O /R: 1346 -3859 P ale Date: /2003 ale Amount: 375,000 Assessment Information: If you experience technical difficulties with the Property Information application, ear: 2007 2006 please click here to let us know. and Value: $420,893 344,82 uildinq Value: $250773 198,32 E-mail your comments, questions and suggestions to Webmaster arlOetValue: $671,666 5431 ssessed Value: $349,445 340,92 iamestead Web Site Exem tion: $25,000 $25,000 02002 Miami -Dade County. otal Exemptions: $25,000 1$25,000 All rights reserved. axable Value: 1 $324,445 1p$315,92 Additional Information: lick ;ere to see more information for this perty: - _ ommunity Development District ommunity Redevelopment Area mpowerment Zone nterprise Zone and Use rban Development Boundary oning P on-Ad Valorem Assessments http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/14/2008 Miami Shores 'Village Building Department Y . tftub Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. �1�F° Job Name Date BUILDING CRITIQUE SHEET - n'te f in 1K X f . fA-� Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 Florida Building Code Edition 00 Hi gh Velocity - Zone Uniform Permit •• • Fo - :aTi ► } u Ili • • 1 rl. • • Yom \ 1 • I mo► � r NTMI ._ I 1 171-:1 11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■'i ■\ wick'= ii■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ \ ■�7 Cif■►'. 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Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: "Z-6'� Pmax2: -CL - - a— Pmax3: "LC Z. Maximum Design Pressure (From the NOA Specific System): - 3 ° Method of Tile Attachment: Pot' -�.O. Sloped System Description eck Type: I t `` �A G 1, f ^i z Type Underlayment: 30' a -STr,N Fc LX nsulation: Roof Slope: :12 Fire Barrier: Fastener Type & Spacing: P � w, ®c ` dhesive Type: PE A-sO44i - • Ridge Ventilation? do ype Cap Sheet: Rsi �a 'e� ". �►� a •� goes** oofing Covering: 5^trrPe os :`!t;z be • 0. • Type & Size Drip 0.00 0 ••••: g 3x • • 0000 Mean Roof Height: L S • • 0000 • •• 0000 0.000 . •00.0• • • • • •••• 000 • • ••• 0000 • •• • 00 • 0090• • • • • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (!Ile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the M values for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P,: X _ ) - Mg: = M NOA M (P2: - X d = ) - Mg: =M r2 NOA M (P x R = ) - Mg: =M r3 NOA M Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below 3 z ' 2-- NOA M 3 _ g M Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 Z 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift -based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the F values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P xl:_= _xw:= _)- W:_xcos 0: =F NOA F (P xl:_= _Xw:= _)- W:_xcos 0: =F NOA F (P xl: _= _xw:= _)- W:_xcos 0: =Fr3: NOA F'. Where to Obtain Information • • : . , • • • 00• Description Symbol Where to find •00 0 • 0 • • • •.: • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared kX PE based on A-ObE 7 ; • • Mean Roof Height H Job Site • • . • • Roof Slope 8 Job Site 0:060 Aerodynamic Multiplier A NOA 66066 Restoring Moment due to Gravity M NOA ' �' 0 • Attachment Resistance M NOA ; ' • • 0000• Required Moment Resistance M Calculated • 0 0 Minimum Attachment Resistance F' NOA • • ; • • • • Required Uplift Resistance F Calculated • • • • Average Tile Weight W NOA Tile Dimensions I = length NOA w = width All calculations must be submitted to the Building Official at the time of permit application. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the :designated space indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zones) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance} are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are hot part of the zoning code, should be addressed as . 46 part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be reriailed in accordance with the current provisions of Chapter 15 (High Velocity. Hurricane Zones). The-roof deck is usually concealed prior to removing the existing roof system. 4040 Common Roofs : Common roofs are those which have no visible delineation between neighboring• units ( townhouses, condominiums, etc.). in buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing 2 • work to be performed. 1 Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. Pondering Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural. distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flows off so that the roof is / not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not. provided. It may be necessary 6 to install overflow scuppers in accordance with the requirements of :. • • • • Ventilation: Most roof structures should have some ability to vent natural airflow through•.... • • • • • • • - the interior of the structural assembly (the building itself). The existing amount ofalic . ,• ventilation shall not be reduced. It maybe -beneficial to consider additional vetntkp which •..'.: can result in extending the service life of the roof. #0 • 0 0000 4040.. • • 4040.. 00.00. 4040.. • . 4040... : 00000 4040 • .. . 4040.... 0 :0: • • • 00400 .i..:. 0 4040.... �1 0 er' ge s Signatu Date Co tractor's Signature • 4040 s �' Form AB -326 ( Page 2 of 7 New 10/13/05. MIAM ADE MIAMt-DADE COUNTY, FLORIDA _ METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 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 rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Cade 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 AM 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: PolyproO 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 puiposes 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 manufactureror its distnbfl� • • and shall be available for inspection at the job site at the • • • • • • mspeGti J 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. • • • • • • • • • • .... .... ..... .... ...... • • © NOS! Plo.:%Ob- 0?A1•�2 . • • • • Expiration Date: OS/AW. • Approval Date: 04113106 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyps® AR160 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: Pr uct ins Telt Product pWrlptloa Specifications Poiyprot AH160 N/A TAS 101 Two component polya foam adhesive Foampro® RTF 1000 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 1.61bs./it. 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 LbsJFe 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 A :* . • • •: • Humidity, 2 weeks • Closed Cell Content ASTM D 2856 86% .. 9 :00 • • • • 000000 0000 .0000: Note: The physical properties listed above are presented as typical average values **mint 0 0 0 • 69000 by accepted ASTM test meth and are subject to normal manufacturing vaskdA w. • . . 0000 ..... .0 0. • 0000 000000 0000.. 0 • . 06.0 0.00 :0 0 0000 , 1VOA•Alo» to-OZ i w . 0 • • • • 0 Exptmtlon Date: 08/lW. • Approval Date: 04/13/06 Pop 2of7 EVIDENCE SUBMITTED: Test Test Identifier Test Nome/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438-4 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 5284542 -1 TAS 101 10/23/98 5284549 -1 52845410 -1 520109 -1 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® AH 160 shalt solely be used with flat, tow, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120, 4. Roof Tile manufactures a �,�-�� '''' squiring acceptance for the use of Polypro® AH160 roof tole . Al1YG A • • 0 0 0 0.0 their tile assemblies shall test in accordance with TAS 101. . • 0 0 0 0000.• 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tilt WAtsive with • their tile assemblies shall test in wwrdance with TAS 101 with section 10.4 as mo %prein. 0 0 • • • • • • •' o 0 / � •... 0000 0.000 + F : 0000.. • . [II t 2 ° i1 •• •• •••• •••.•• MS • . •••• • • 0000.. 0 • 0000 Nap1Tat10n Date.- MAO . Approval Date: 04113166 Page 3 of 7 INSTALLATION: 1. PolyproO AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro(V AH160. 2. Po1ypro4D AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Mmni-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. PolypxoO AH160 Outing Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 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 (AY 1.0 ft The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration No other settings shall be approved 6. PolypwO AR160 shall be applied with Foampro RTFi000 or ProPack4D 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 PolypwO AH160 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 Profit Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. Flat, Law, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/pati Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: • . . .... ...... All Polyprot AH 160 containers shall comply with the Standard Conditions listed hergin ' • .... ...... 0000•• • • � BUILDING PERMIT REQUIREMENTS: • • • • • • ...... • • • • As required by the Building Official or applicable building code in order to properly eval�rethe ,... ..:..' installation of this system. • • • 0000 • 0 • • • 0000•• 0000 • • � j y� = Nd No.:96-o201M • :0000: a'+w Y stion Date: 05 ♦iMle • • Approval Date: 04113/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL I SINGLE PATTY �Pm �� ib5a�n�laauc•m>mrt "Ronal" a . Em0 Emedows D*O* Nw n • •b. .,�bz: dna o ji , 5, Kdbmdg pOomm J d rm Emecolm lb•bdolffie�. a + c�•ao�me Ke4paffimMe 4b ap F� �Pm� bam ddeemm P MmcomukL AMbsmAnda d Po� azWd Kobilow m Earedoscee b Fmmb edg•dHe 0000 e e e •ee• •eos•• e ••ee.• • •.e• •e.• 0000•• 0000 • •.ee•• 0000 • • • • 0 000• 0000 •e.••• • • •e.• see•• NO��io.: $6- OZO1.Y3 . � • • e • e ©� Eapiration Date: 0511d /iZ'.' • Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT D ETAIL Z SINGLE PATTY w C86d Comm -1 Em cros e v e % ancom ft*B �aw7l� e v Emcomn W Fascb ••.• • • ° • f 0000 0000•• 00.00• •• •• � • 000.0• 0000•• • • • 00000 0000 •0000: 900. • • • 60.90• 9e•• • • • • • 0000• •• •• •ee• 0000•• 0000•• • • • 0000 .••9i• S • • tl0` • • ca y NUA,eNo.S Oln . 0608: Expiration Date: Mid/ii •. e Approval Date: 04/LVO6 Page 6 of 7 ADHESIVE PLACE NAENT DETAIL 3 DOUBLE PA TTY md ftwO P bft =MW Shopuwfffo S peft bob= it ua wtb) 2ILZI[ .mem n ° sb Peftem .�,� }�in.x3h t x3k 4fn 2ta P&*On ° under r Earecoon on top of the F on top of % COUMD X7I1L medmn Earedo= Faeda +xe I► NMI so Pa* bobvm Me )k3bLx31n. 4 sb* = aim 2 ° Sbt p Esecom on top oNlb 2b.xTILmeon Eae cne E� omw a rowan a* 0 0 0 0 • • • 0.00.0 • 0060 . 0 000000 .e.0.. • • 0000 6006 ... •..06. 6. e.0. • . • • 0 0000. 0000.. END OF THIS ACCEPTANCE 6 ' " . • • • • • . • • 06.4 0660:0 • 0000 NOAt 4.s06.O20UO2 . • • • • Expiration Date: Osdont. 0 • Approval Dote: 04/13146 Page 7 of 7 MIA M V - bUM&II DADE COUNTY, FLORIDA _ - NErRO -DARE FLAGLER BUILDING BUUDING CODE COMPLIANCE OMCE (BCCO) 140 WEST FLA.GLRR STREET, SUITE 163 PRODUCT CONTROL DIVISION WAW FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2909 NOTICE OF ACCEPTANCE (NOA) Corporation 5NW. S 88 tred Medley, FL 33178 SCOPE: This NOA is being issued under the aWlicable rules 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 (AW). This NOA shall not be valid after the aq aation date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ Cm area other than Miami Dade County) reserve the right to have this prodctct or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mamier, the manuf kaer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by -Dade County Product Conrol Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and bas been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DELSt:RIPTION: Santafe Spanish's' Clay Roof Tile LABELING: Each unit shall bear a anent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there bas 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 teunmate this NOA. Failure to comply With. arty section of this NOA shall be cause for termination and removal of NOA. 0000 ADVERTISEMENT: The NOA number County ; � •+ • • • y • • • • • • preceded by the words Miami -Dade , Fl followed b the expiration date may be displayed in .advertising fibuture. H any portion of the NOA is dyed, ";itngl�ail :0000: be done in its entirety. • 0000.. 9999 0009 .0096 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufredvr oils distrifiWas 0 6 0 9 0 0 and shall be available for ins�on at the job site at the request of the Building Official. #0:::: : • 6 9 a*** 99 6969 0000.. This revises and renews NOA # 04-0420.03 and consists of pages 1 through S. ; • • o • 6 • • The submitted documentation was reviewed by Alex Tigers. . 9.. 0 0 0 0 0 ,.s��••' -- 9 0000 NOA No-- 054*AA$' { Eq&vfi= Dates 02MMI Approval Date: UMN Pa#a 1 of S ROOFING ASSEMBLY APPROVAL C o ' Roofing -Q 07320 Roofing Tilles rlal: clay Deck M wood L SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile corporation and described in Section 2 of this Notice of AcceptsncL For l where the pressim rents, as domed by applicable Building Cade does not exceed the design Prey M values obtained by calculations in compliance with RAS 127 using the values listed in pion 4 herein. The attachment calculations shall be done as a moment based system, 2. PRODUCT DESCRIPTION lured by Test Product Agog-t" Santaf6 `S' Clay NIA TAS 112 One piece high PWfRe clay roof We equipped Roof Tile with two nail holes. For nail -on, mortar set and adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, day roof pieces for use at w = varies hips, rakes, ridges and valley termmatiouL varying thick Manufactun d for each the profile. 2.1 SUBACCr D EVIDENCE: Test Alm Test Ids Test�lt Daft The Center for Applied Engineering, Inc. 94 -156 -8 TAS 101 Aug. 1994 94 -156 -9 TAS 102 The Center for Applied Engineering, Inc 25- 7205 -1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project 07-07400 -91 TAS 100 SePL 1994 (30 Redland Tec • • • . 7161 -03 TAS 108 � D�c.1991,... Appendix H (Nail -On) •. ° • 000000 .. 00 666960 Redland Technologies 7161 -03 Static Uplift Testing .. 6: ec.1991 . . Appendix III TAS 102 & TAS 102(AA - • - . • 6.6 • • • . • • 0006 0000 0..00 Redland Technologies P 0402 Withdrawal. Resistanc®. • 63pt.1993 6. • Testing of Strew vs • • 0 • • 0000 suooth shank nails � • •; • � ° • • 0 • 0000 6060:0 • • 0000 • .9.6..6 .. . .9 . . . NOA Nim yW. • Latium Daft Maim Approval Date: GWOM Page 2 ars 1902 M Ted Ideantii3ier Test NOM/ M"I Date Redland Technologies P 0647 - 01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thin 05 PA 102 In= 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC4)03 -02 -01 TAS 101 1210M IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Ire. 2353 -71 .TAS 101 09122103 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18105 3. LIMITATIONS 3.1 .+ire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift hest shall be petftemed in accordance with RAS 106. 3.3 Applicant shall retain the services of a NFiami -Dade County Certified I.abotatory to pedoxin quarterly test in accordance with TAS 112, appendix W. Such testing shaall be submitted to the Building Code Compliance of for review. 3.4 Minimum undexlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein 3.5 30190 hot mopped undedayment applications may be installed pmpendicular to the roof slope unless stated otherwise by the wndexlayment material manners published literature. 3.6 This acceptance is for wood deck applications. 11Tnimum deck requirements shall be in compliance with applicable building cam. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in stIdd compliance . with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions p x w ) Tile Profile Vfftht W QbQ Length4 (it) .Wid" • • sees** same `s' 6.7 1. 5 .•iii• Table 2: icMu .... , sees•. The a ( s • s .. i• ..... Profile Batten icartion pi • • .. :..' sarft8f9 0274 0 • wise• • • • sss• ss•i :• • • • • • • i leis • � ii • ii • sees•• � NOA Nee.: OS- 09$dIP i' • i Upiratlon Datm MOM Approval Dater 0242M Page 3 of5 Tabu 3: Restorin Moments due to G ft Tile 2":12" 3":12" 4 °:12" 5 6"12° 7":12" or Profile nn ater Bad Direr Batters: Direct Batt" Direct Bates Direct )tatters Dinact Direct Dock D�tc Deck Deck Deck Deck 5.63 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 529 WA Table 4: Attachment Resistance Expressed as a Moment - Mk (it4bl) for Nall - Qn Tile Prone Fastenw Type Direct Deck Battte ne Santafe `S' 2 -1Od Fft Shank Nails 21.8 NlA One 08 Screw 29.18 N/A TWO )8 screw 3828 WA One #8 Screw w/ Crm 57.31 WA Two Screws w! 57.60 6117 1 • as noted 'Product araM tactrrred others'. Table 5: Attachment Resistance Expressed as a Moment R% (ft4" for Two Patly Adhesive gent Syslems Tile Tile Application Minimum Attachment Profile Resistance Safe � Tile Band 38. FdYfOaM FOOM0 AH 160'm 2&5 2 see Awroval for in Uftitlon 3 Flexible FrwUCL Ing. Avemae per pony 10.4 4 P Inc, AV MW Per Dafty 9.4 Table 5A: Attachment nt Resistance Expressed as a Moment - Mr (ft -lbf) for 5 patty Adhesive Set Systems The Mb Application Minimum Attachment Pro81e eqgwm Sar�tafe `S' Fw AH 160"" -- 63W — Powbam PWV= AH 160TM 61 -.9 5 of 63 of PohForoAH 180M. 1 Paft of 24 of P AH loom. Table 6: Attachnumt PAsistance Expressed as a Moment - Mr (ft4bQ for Mortar or Adhesive Set Tile To Atocitmerrt ." '• Profile li ation Rem • • • • • • • s 4 • • Mortar Set • • S. LABELING • • • • • • • 000 ••44 �•s0s: 5.1 All film" bear the imprint ar identifiable marking of the manufaM reeS 1 ar lagos6P • 4 • • • ♦,. fallowing swknmt "Miami Dade County Product Control ApprovW. 00:00: : ♦ • s • :: •♦ss 0460•0 • • s•00 • • • 0.00 • 6 MWENAN NO; No» 05.0 hg ♦' Rqdradw Dote: 02m111 Approval! Datiu 421)2!06 Paw4of 6. BUILDING PERMIT REQunumawn 6.1 Application for building permit shalt. be accompanied by copies of the following. 6.1.1 This Notice of Acxeptance. 6.1.2 Any other duets required by the Building Official or applicable building code m order to properly evaluate the installation of dris system. PROFILE DRAWING " SA"AF$ S" CLAY ROOF TILE END OF TWS ACCEPTANCE 0000 0000 0000.. 0 . • .00 .• •. • .00 - . 0000.. 000006 . 0 ` .000 6000 •000.0 . , , • 0 •09• •009 90..6 • 0000.. 0009 • • . • e 0000• .• •• . .... 4000• 0000.• � . • • 9600 • • • 0900 9 • ' **so*: • 0. • a NOA Nw 0549Z�. e • men Dates 02A)W1 Approval Datet 0266 page 5of5 Inspection Worksheet Miami Shores Village j, 10050 N.E. 2nd Avenue Miami Shore FL • Phone: (305)795 -2204 Fax: (305)756 -8972 I ---------- ....,:.. : : :.: Inspection Date: 08/08/2008 Permit Type: Driveways /Sidewalks /Slabs Inspector: Grande, Claudio Inspection Type: Final Owner: CARABOTTA, RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number _ 'el Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments 6 x 12 MARBLE PAVER FOR EXISTING DRIVEWAY AND EXISTING /NEW WALKWAYS BUG ppl® Inspector Comments Passed (/ q V Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, August 8, 2008 Page 2 of 2 Inspection Worksheet F Miami Shores Village r <ae mm 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ........ ::....:...... f Inspection Date: 08/08/2008 Permit Type: Roof Inspector: Grande, Claudia Inspection Type: Final Roof Owner: CARABOTTA, RAYMOND Work Classification Roof - New Job Address: 166 92 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317 -8560 Building Department Comments RE ROOF TILE TO TILE g i n u Inspector Comments Passed a CREATED AS REINSPECTION FOR INSP 62477. CREATED AS REINSPECTION FOR INSP-53098. Job not ready for final roof. 1) Remove all excess meterials from roof and clean flat roof from all cement. Failed 2) Valleys shall be open valleys with side of tile filled in with mortar, this type of tile does not allow for a close valley, too many openings are exposed. Correction 3) Uplift report required for final inspection. 9/21/07 CG Needed 10/17/07 Flat roof has not been cleaned from cement or tile pieces. CG le Re-inspection � Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, August 7, 2008 Page 1 of 2 d � FEDERAL ENGINEERING & TESTING CORPORATE OFFICE 1798 Agora Circle S.E. 250 S.W. 13th Avenue Palm Bay, FL 32909 Pompano Beach, FL 33069 1- 800 -848 -1919 (954) 784 -2941 April 21, 2008 Order # 08 -1209 Providence Roofing, Inc 10767 Palm Spring Drive Boca Raton, FL 33428 RE: TAS -106 TILE UPLIFT TESTS Proposed Addition Roof 166 NE 92n Street Miami Shores, FL Dear Sirs: In accordance with your authorization, Federal Engineering & Testing, has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on April 21, 2008 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S- Shaped Clay Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 54 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using a Humboldt scale model H -4620. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 9 Corner See Attached Diagram > 35 pounds Passed 10 — 34 Perimeter See Attached Diagram > 35 pounds Passed 35 - Field See Attached D ' > 35 pounds Passed 48 54 HipMdgeT See Attached Diagram > 35 pounds Passed Wissam Naamani, P.E. Federal Engineering & Testing Florida Reg. No. 39584 Quattty A Assurance Since 1989 Page 2 4/21/08 166 NF 92 Street Miami Shores, FL All test results were found to be in compliance with TAS -106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal Engineering & Testing appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Wissam Naarnafti, P. . Federal Engineering & Testing Florida Reg. No. 39584 Certificate of Authorization # 5471 F .� _ i 0 ; V - - .. 3 " 17St _ ry - - - -. • A=O.1W = 0.1x58 =5.8 _ .. _ ... A=0.4H = 0.4x 15' = 6.0' Perimeter Dimensions = 6'0' Corner area = 324 S.F.-9 tests EField ketch Perimeter area S.F. -25 tests Field area =1204 S.F.- 13 tests Scale 140 Total Ridge Caps =7 tests 92 Street Shores, FL f0iG,� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL eo a. v R *Ywa Phone. (305)795 -2204 Fax: {305)756 -8972 : ........ li � i::. ............:...................................... �.. �.............................................................:....:......................... ..............................: Peet. ��r... �. :.�:�"'��•..':::::'�.:'�.::.:;. Inspection Date: 07/2312008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: CARABOTTA, RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Project: <NONE> Parcel Number 1132060133250 Block: Lot: Contractor: AMERICAN SERVICE A/C INC Building Department Comments INTALLING NEW A/C EQUIPMENT Inspector Commel Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, July 22, 2008 Page 1 of 2 r _ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 , Inspection Date: 06130/2008 Permit Type: Driveways /Sidewalks/Slabs Inspector: Rodriguez, Jorge Inspection Type: Foundation Owner: CARABOTTA, RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments 6 x 12 MARBLE PAVER FOR EXISTING DRIVEWAY AND EXISTING /NEW WALKWAYS JUL Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 86348. Not ready for inspection, sidewalks not done or prepared. 6/25/08 CG CC Failed ®� ®� E:I Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, June 26, 2008 Page 2 of 2 .. Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL 0• Phone: (306)796-2204 Fax: (305)766-8972 Inspection Date: 07/14/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: CARABOTTA, RAYMOND Work Classification: Addition/Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: AMERICAN SERVICE A/C INC Building Department Comments INTALLING NEW A/C EQUIPMENT ' Inspector Comments Passed El Failed Correction Needed Re-inspection �,� ��C►. -� ° �r` Fee ($76) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, July 10, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 3� Inspection Date: 06/23/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: W. W. Owner: CARABOTTA, RAYMOND 2.5 Work Classification: Temp for Test Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: S&R ELECTRIC Phone: (954)935 -0900 Buliding Department Comments 30 DAY TEMPORARY POWER Inspector Comments Passed cc t Failed El Correction Needed � 4 i� Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, June 23, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1eC(x Inspection Date: 06/25/2008 Permit Type: Driveways /Sidewalks/Slabs Inspector: Grande, Claudio Inspection Type: Foundation Owner: CARABOTTA, RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments 6 x 12 MARBLE PAVER FOR EXISTING DRIVEWAY AND EXISTING/NEW WALKWAYS 1 AuN 2� 6 pp \® ' Inspector Comments Passed cc Failed LID Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, June 23, 2008 Page 1 of 2 Miami Shores Village • n Building Department JIFN 1 2008 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No...E 02r L4 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical 1V ( �r Owner's Name (Fee Simple, W 0-AQW � - 4 A Phone # ��`.� S 'CO20 Owner's Address 490 E- q D. City C �'�'� State Zip Tenant/Lessee Name Phone # E- MAIL: . Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # jI 0001�8ZO Is Building Historically.Designated YES NO `, ®� - L Contractor's Company Name 7t- � Phone # - 008 Contractor's Address _%j �,y, City A,�(�, State F Qualifier Name N 'RTZR Phone # State Certificate or Registration No. EC OR Certificate of Competency No. E-MAIL: I kjr-o ®'5 1 RE Il3ZWJCP L CGOM 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 ❑ Demolition Describe Work: 50 _ J IDAPQRh" 'POWER dcxk ttrY tY 3rxaYsYx a4 sB oYxat &eY aBx &dcxxde de eY tie sic aYa4�4e *9eoYxdex l'eesxYxuda 4e dt 9t itee�YY de a°9e tcdcxxxsYx4rxxdedr 4rde eY Y afre4�aYxxnY9t a° &4e'k Submittal Fee $ Permit Fee $ CCF $ (DU COO /CC Notary $ Training /Education Fee $ Technology Fee $ 2`z Scanning Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 11M See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address r City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of a , 20 , by _q nWn , 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: 4 P .- ° GLpPlp MY COMMISSION # DD 3W96 * * EXPIRES: October 30, 2008 �T9TFOF Bonded Thru Budget Notary Services Sign: Sign: ihi Print: Print: A C. My Commission Expires: My Commission Expires: xxxxxxeYdc 4exxxoexxsY YxxaYun4dt aYY oY oY de eexeY:b YxdcxfYsY tY aY aY OYxoYxdrxxxeY 9c o4 of aY 9zoYxdexxse &axxxxt9exde eY aYxuuaYdr de eYdtxx4 aY eYxdrxdexdexux9exalrxSc3e nF tY eYtk at aYxa APPLICATION APPROVED BY e'Plans Examiner Engineer I Zoning (Revised 02 /08/06) I I I ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # EL -0-014 1337 PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) FLOOR DRAIN ISERVICE TEMPORARY I A/C (CENTRAL) GREASE TRAP ISERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR ISERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY JAPPLIANCE OUTLETS IPROCESS AND PRESS PIPING LAUNDRY TRAY I RANGE TOP JUNDERGROUND TANKS CLOTHES WASHER JOVEN JABOVE GROUND TANKS SHOWER IWATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. IMOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. IMOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER- REPLACE IGENERATORS TRANSFORMERS LAWN SPRINKLER -WELL I GENERATORS TRANSFORMERS SWIMMING POOL IGENERATORS TRANSFORMERS WATER SERVICE ISPECIAL PURPOSE. SEWER CONNECTIONS IOUTLETS COMMERCIAL UTILITY -SEWER ISIGN TUBES UTILITY -WATER ISIGN TRANSFORMERS SEPTIC TANK I SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. JANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. IMOLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING "AL Miami Shores Villagea y tom' 10050 N.E. 2nd Avenue Miami Shores, FL 3313 8-0000 ^' Phone: (305)795 -2204 ' U , r4 Expiration: 1212012 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 RAYMOND CARABOTTA Miami Shores Village, FL Block: Lot Owner Information Address Phone Cell RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI FL 33127 Contractor(s) Phone Cell Phone Valuation: $ 1,0 00.00 SRR ELECTRIC (954)935 -0900 Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: TEMP. 30 DAY POWER knal nspection Type: Classification: Residential Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 111.30 $ 111.30 L io�OD Notary Fee $5.00 Permit Fee - Additions/Alterations $100.00 Payment Type: Credit Card Scanning Fee $3.00 Technology Fee $2.50 Total: $111.30 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: 1 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 23, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, .Rune 23, 2008 1 Miami Shores Village u 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 F� Phone: (305)795 -2204 9� g Expiration: 1212012 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 RAYMOND CARABOTTA Miami Shores Village, Fl- Block: Lot: Owner Information Address Phone cell RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI FL 33127 Contractor(s) Phone Cell Phone $ 1, S&R ELECTRIC (954)935 -0900 Valuation: Total Sq Feet 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: TEMP. 30 DAY POWER Inspection Type: Classification: Residential Final ON T on JOB AT TI I ta I^ 5ft IL N &N will! M 10 n r ff Fees Due Amount Total Amt Paid I Amt Due CCF $0.60 Education Surcharge $0.20 $ 111.30 $ 111.30 $ 0.00 Notary Fee $5.00 Permit Fee - Additions/Alterations $100.00 Payment Type: Credit Card Scanning Fee $3.00 Technology Fee $2.50 Total: $111.30 Applicant Copy For Inspections, Call (305) 795 -2204. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Monday, June 23, 2008 2 �V 1.R , L- Ki� ar �y / ii!! ' o v a BUILDING AND ZONING DEPARTMENT 0R� 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138.2382 TELEPHONE (305) 795-2ZOA FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEIbiPURARY ELECTRIC SERVICE (To be a cecuted by Owner' sn&cr Tenant, Bm1ft & EkchiwA Canft= * NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS REVEWED It is understood that the temporary- electdcal approval by the Miami Shores Village, Building & Zoning Department given in connection with the building being constructed under: Building Permit No. Electrical Permit No at address: I LP U 2 v d Co+T for owners: lIck`e Ct'' is being given only for construction purposes or for testing the following installations being made in said structure: Subparagraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, huraidity control, emergency power and lighting, such as for testing or coniftuction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner than there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted unto &ial inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Departmect and will be discoanecfled if the binding concerned is occupied bef ore i ons are approved and occupancy permit obtained. being Brst duly sworn, depose and say that I the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the bunk ' g contractor has obtained approval of po inspections. Sworn and subscribed before me this 1 SiG OF OWNER dap of Notary Public, State ofFlorida art Lerge � (ATE ®V Y'aVP + • My Commission Expires: Novax P Claudia �b llos C " #DD7179 NATURE F NO AR e u Pag i of 2 ♦ Y 30 DAB' TEIIP0R,%RY- ELECTRIC SERVICE (continue) I, c JJ 7 1►1A)� C� being first duly sworn, depose and say that I am th6afectrical Contractor for the above described property and that the electrical installations as now e.— fisting will not create a safety hazard if temporary - service is conn ected. Sworn and subscribed before me this SIGNATURE OF ELECTRICAL CONTRACTOR day of 5 Notary PAblic, State of Florida at Large My commission expires: SIGN OF N ARY PUBLIC � !�•� LIUA0. GLORIA * * My COMMISSION # 00 3M6 EXPIRES: October 30,2M ��TFOF fovl 801 W ft sW" N4" $EIVh,'88 being first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this SIGNATURE OF BL'II.DING CONTRACTOR day of Notary Public, State of Florida at Large My Commission Expires: 5LGNATC'RE OF NOT CRY PLSBLLC Release to FLORIDA POWER Sc LIGHT CO. SIGNATI E OF ELECTRICAL INSPECTOR Date: by: ( name) t Date:: To: (name) Pape 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 • MOW P k 6 Inspection Date: 05/19/2008 Permit Type: Plumbing Residential Inspector: Levrock, James Inspection Type: Final Owner: CARABOTTA, RAYMOND Work Classification: Gas Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: AMERIGAS PROPANE AND SUBSIDIAR Phone: 305 - 883 -8600 Building Department Comments ABOVE GROUND GAS TANK AND LINES TO RANGE T LEATER HEATER AND BBQ ANDCONNECT c Inspector Comments Passed cc Failed E�r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be sched until re- inspection fee is paid. Friday, May 16, 2008 Page 1 of 2 ft Inspection Worksheet #e - ns,m Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 -- - ----------- ---------- .. . ..... ... ......... Inspection Date: 05/19/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: CARABOTTA, RAYMOND Work Classification: Septic Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor. MR CS PLUMBING SEPTIC INC Phone: (305)661-7859 Building Department Comments C Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Friday, May 16, 2008 Page 2 of 2 Inspection Worksheet ' Miami Shores Village ' Y<06 r iQiQ,9 ` I 3 10050 N.E. 2nd Avenue Miami Shores, FL FArky.�v R ` Phone: (305)795 -2204 Fax: (305)756 -8972 ... : ..:..:.:....:......:. <.........::: .. �.. err t Inspection Date: 05/15/2008 Permit Type Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: JOHNSON, JILL Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: S&R ELECTRIC Phone: (954)935 -0900 Building Department Comments GENERAL ELECTRICAL FOR NEW ADDITION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($73) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, May 14, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ... 4.0: Inspection Date: 06/02/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Windows Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM z Inspector Comments Passed � • � G S�� c�, Failed Correction Lo Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, May 29, 2008 Page 2 of 2 ti Inspection Worksheet ., ,:. Miami Shores Village A �J 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/02/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Insulation Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM (9 1 0 1Z Inspector Comments Passed ry cc Failed E:1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, May 29, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL >R Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/04/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Drywall Screw Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Bullding Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 3, 2008 Page 2 of 2 1�R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 6 ..... ..... Phone: (305)795-2204 Fax: (305)756-8972 2 8 ------- -------- 211 W , Inspection Date: 05/27/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina Deoartment Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-30537. Framing inspection L not ready. 1) Fill all holes in exterior walls. 2) Seal all penetrations trhu top track of all interior partitions and exterior Failed walls. El 3) Chase walls at exterior knee walls shall be sealed at top of ceiling to attic space, specially in east addition area. 5/20108 CG Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Thursday, May 22, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/2012008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed Framing inspection not ready. 1) Fill all holes in exterior walls. /1 vflri� �14 2) Seal all penetrations trhu top track of all interior partitions and exterior 41 t fjn walls. Failed 3) Chase walls at exterior knee walls shall be sealed at top of ceiling to attic space, specially in east addition area. 5/20/08 CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, May 20, 2008 Page 1 of 2 P AGE OF TREE NE i i3 T zk L L 7 C JW PER PLAT): A. . 2q ASPHALT H AL T IAIIIOICE # 06 -28332 AL PROPERTY.4DARESS: g' RI > AN � PER 266 NE 42 STREET, MIAMI SHORES, FL,. 33135 - PARKWAY LEGAL DESCRIPTION. < ' _ : :. • _ -' =i LOT 6 8.7, BLOCK 24, OF "MIA'A f SHORES SECTION NO. I" , "- ,..:'., ': `;: ,. License "'NL7i iT�81 6677 ACCORDING TO PLAT BOOK THEREOF, As RECORDED IN PLAT iQ0.Q0'CR &M> / ' BOOK 20, PAGE 70, OF THE PUBLI RE OF - . • - 777 -�• I 747 ML+�M DADS i45.tIQ' P PH FAX 9 777 - COUNTY, FLORIDA S' CONC. S w :g {) PHO NE : 954 l 5950 W. O AKLAND PK. BLVD. • SUITE j - f ` < c °i45. ) 8 < _ 0 LAUDERHI FL 33313 . � Q FND 1/2" IP� LE GEND : L LEGAL NO ID „°s ~ `. ''' , ' i FN i 2" IF, M - MEASURED `f ` j i ► . AskAL :cY, �, Q ID .„ * x DENoT£s FEmm L OHC Ov £AD Pav£a CAeL£ go gi .. S . LQCIC au£ f� CORNER ORB OFFtaAL RF�ORDS BOOK N +t O N DEwo'rES WooO FEIacE LuaE .. N +�1tE CORNER �f P -PLAT •ti � LOT 4 ..� DENoT£s EL£VmION S ITE END PC POINT OF CtIRVATUR£ 11 SK PCC - POINT OF COMPOUND CURVATU>� HO PCP - IDMIMw£IUT POINT <. (( ABBREVIATIONS PK - PAtt KALoN NAIL GAR ELEV = 8.80 ` `: _ 17.0' 0.O' I AL ARc LEHIGTH IE - PROPERTY Lea£ ff GENTM Laa£ P013 - POINT OF BEGINNING ___N S , 0 0 O• F - CAL-, FfnA FIELD MEASURE POC - POINT OF COMMENOWENT CR - CALc FROta REOoRO Iwo PRC - P OINT OF FbmnsE CuRvm m a : ` DB - DEED BOOK PT - PONT OF TANGENCY LOT 8 ° 23.0' = DE - DRAINAGE ErsEtAwT R/W - RIGHT OF WAY IB B 24 / ao z RIJIE - DsmAGE MAe�z£ mm EAsEmENT RP - RAmus P OINT 1 - C -ITRAL ANGLE SBR - Soummw BETS. Rtsm x 20 3' ONE STORY � x < EASE - EAsEnaswT UE - UTa Ty EAsEm wT J ' F.F. - Fmsmm FL om W/C - WITIem Comm 0 0' ! CBS RESIDENCE - FOuNO WN - WATER METER I1 CER4TFICA2TONS. 166 FPL - FLopmA POWER & LIGHT JILL D. CARA130TTA I m -11.6 � � SOTS 7&8/sLK 24 x NOTM AMERICAN FIDELITY TITLE " 1. THIS SURVEY IS BASED UPON RECORDED INFOPHATION AS PROVIDED BY CLIENT NO ATTORNEYS TITLE INSURANCE FUND, INC. _ % 10 ' . ''` •a' X: SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFIC GENEVA MORTGAGE CORPORATION 16 3' � a a 2. UNDERGROUND IMPROVEIVjElqrI'S HAVE NOT BEEN LOCATED EXCEPTAS SPECIFICALLY IT'S SUCESSORS ANDIOR ASSIGNS v x 73.0 v AS THEIR INTEREST MAY APPEAR 28. , 31.0' n' to SHOMnV. C5 ° \ lot O a 3. ELEVATIONS ARE BASED UPON NATIQIVALGEODE7IC VERIICALDA7Ulth 1829 (N.G VD. 7828). WALL c3 Q FLOOD ZO1!'EINFO: x e7 �I ~'' ' ' 4. FENCE TIES ARE NOT CENCERLWE OFFENCE. Z. : .' . •` p 5. IN SOME CASES, GRAPHIC REPRESENT'ATION'S HAVE BEEN EXAGGERATED TO MORE PANEL &SUFFIX flfl93 J GARAGE EL: 9.22 COMMUNITY # 120b52 LOWEST FINISH FL: 21.50 \ C3 x N CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DRAENSIONS SHALL HAVE PRECEDENCE FLOOD ZONE X _ NIA q DATE OF FMM 312144 27.5' WALL OVER SCALED POSITIONS. W M RECORD F113.D MEASURED ANp CORRESPO 30 .8' 8. ALL p1i1�IS10 NS SHOWN ARE B MnsE TED oTI ->�R Y ND IN RMATIOIV UNLESS SPECiFiCA11- 3 FO RN # G-S- R {;I� II:LE= 8.b 8 .. WELL. ID ENM'U WFEATIIRFSINTE tISSURVBYANDMIAP HAVE BEEN MEASUREDTOAN 7. DATE OF ORIGINAL FIELD WORK C- }LA-D1.0 ESI7MATEDHOR =NTALPOSrnONALACCURACYOF 0.10 ffA �, x B OF BEARIN a. UNLESS OTHERMnSE SPECIFIED, THIS SURVEY IS NOT TO BE USED M13 CONSTRUCTION NOM CEMMCA77ON IS UNDERSTOOD TO BE AN EVREMION OF FROFEMIONAL OPINION a LOT 7 ,� MEASURED ANGLES PURPOSES. . BY THE SURVEYOR AND MAPPER, BASED ONTHEIR KNOWLEDGE AND INFORMATION AND x BLOCK 24 �T 6 ` THAT IS NOT A GUARANTEE OR WARANTY ExPRL%= OR IMPLIED. �g BLOCK 24 x ? SURVEY TO BE USED TO OBTAIN PERMM AND /OR CONSTRUCTION � iD ° N SURVEYORS CEFtTli=tGATIC€t� x a a ,3b :' a. 9�O x J,,...;•; I HEREBY CERTIFYTHATTHIS , BOUNDARY SURVEY MEETS TIME MINIMUM TECHNICAa STANDARDS FOR SURVEYS, AS 0 0 - o m e f SET FORTH BY T'I IE FI_ORIDA BOARD OF SURVEYORS AND MAPPERS IN FND NAIL '° CHAPTER 61G17w OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO NO IL � SECTION 472.027, FLORIDA STATUTES - •• CRETE o �O -.o-'� : too ID a BEARINGS, IF SHOWN, ARE QED,UPON AN ASSUMED MERIDIAt�I x x x x x x- x °t 1 REFERENCE OIL AND R lJ •YWL�. {: •. :: �T • T.V/ri •, ;� SIGNED: r&�4aPPel' - lOt3,00 tR &M3 1 r Wiiliam $.C xrooy er , Pr ofesslonalstnveya 12/13/07 SPOT SURN% AE14 ADDITIONS oD Na. 5190 ADDED ELEVA"ONS FOR SE MC PLAN 7AM7 _ not valid without the signa a� °H`�"� of3he Copyright © 2005 All County SunJeyors,lnc. 1f2g /Qg ApDEI? ELEVATi€)NS Td NEW CONSTRtJCf TC?iQ AREAS Florida Licensed Surveyor $n MaP s7�warc+ate7 W8EM ,/ Nth -'Q Miami Shores Village 10050 N.E. 2nd Avenue � Aen Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 s Rr , . �e xpir E atlon:11 /1 /200 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 Miami Shores Village, FL Block: Lot: RAYMOND CARABOTTA Owner Information Address Phone Cell RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI FL 33127 Contractor(s) Phone Cell Phone Valuation: $ 1,000 QUALITY WIRING INC (305)595 -5691 _.. ,:. _.. Total Sq Feet: 0 Type of Work: LOW VOLTAGE Available Inspections: Additional Info: Inspection Type: Classification: Residential underground R ough Fire Alarm Final Meter Box Alteration Service Change Relocation W. W. Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - AdditionslPiterations $110.00 Scanning Fee $3.00 Payment Type: Technology Fee $2.75 Total: $116.55 L-2 UI In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume 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 May 21, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, May 21, 2008 1 Miami Shores Village C Building Department MAY 1 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ;L Tel: (305) 795.2204 Fax: (305) 756.8972 ' ° °- 13UIL]DING Permit No. PERMIT APPLICATION Master Permit No -!K` - 06 j FBC 2004 Permit Type Electrical r Owner's Name (Fee Simple Titleho �t WIL Phone # Owner's Address -A u vz t Z ` y� - City ,\110.AIs►�l State T-1 Zip 3 - SO - Tenant/Lessee Name Phone # i E -MAIL: Job Address (where the work is being done) aS ct64 , � City Miami Shores Village County Miami -Dade Zip RL 6 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name rnok 1 vU1*04 Phone # ' WG Contractor's Address jf�N )M t lm City %)d,r State F Zip Qualifier Name r o Phone # .'3DS- 51S ^ Sba� State Certificate or Registration No. 1 F fA9 Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ )RD Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New I F] RepRepair/Replace El Demolition Describe Work: yJ�A\ 11— SOU & S i 6 COC&Ia 3 (&WO Submittal Fee $ Z Permit Fee $ _�� ®� f�O CCF $ CO /CC Notary S Training /Education Fee $ WAJ Technology Fee $p�• Scannin g $ 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 _ II l Mortgage Lender's Name (if applicable) em ids Mot I 4 ; State Zi p 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. II' YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice 4, f • commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged - — - - - - - % . Signature Signature Owner or Agent 4 The foregoing instrument was acknowledged before me this a foregoing instrument was acknowledged before me this IC) I day of , 20 by' y of 20D&, by 21 nnl who is personally known to me or who has produced ho is personally own 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: ha Print: My Commission Expir n turre onaa M Commission Expires ern • r ;, Y y r � P ** u�rxr ararar es war r,r� �r�r�r i rQ041604 , III a:xueY aY oY d: eFxxa4 Yt�k eF eY�usB eYw�r. e4 tY de 4ixek 4c aY 4t o:aY:dt *eYxxoY do at nYusF4axdcuuaYxa: sY� 0 APPLICATION APPROVED BY• 1/t'� Fans infer Engineer Zoning (Revised 02/0 8106) � r Inspection Worksheet � Miami Shores Village j 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05112/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Truss Insp Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM SAY � � X000 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 76152. CREATED AS REINSPECTION FOR INSP - 34539. Need spacial inspectors inspection report. 1) Missing cross bracing in garage roof, Girder truss requires an Failed additional strap for the 1790# of uplift required at each end.. 2) Need details from the Architect on all the knee walls and connections to structure. Correction 3) Need revision of plans showing revised roof at north end of east Needed addition and details of knee walls. Inspection not completed, too many items pending. 2/28/08 CG 5/5/08 Not all items are completed. 1) Missing X bracing on new roof at East end. 2) Straps are required from the existing wood beam and the new knee Re- Inspection wall on west end of East addition. CG Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, May 9, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village d-� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/18/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Press Test Owner: CARABOTTA, RAYMOND Work Classification: Gas Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: AMERIGAS PROPANE AND SUBSIDIAR Phone: 305 - 883 -8600 Buliding Department Comments ABOVE GROUND GAS TANK AND LINES TO RANGE LEATER HEATER AND BBQ ANDCONNECT I or Comments Passed q Failed E� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, April 17, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 M 5 7-A 7N Inspection Date: 04/24/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Wire Lathe Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buliding Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM `3 Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, April 23, 2008 Page 1 of 2 Inspection Worksheet p n ,ti Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 IN .........: #t Inspection Date: 04/23/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: CARABOTTA, RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: AMERICAN SERVICE A/C INC Building Department Comments INTALLING NEW A/C EQUIPMENT Z Inspector Comments Passed Failed a Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Tuesday, April 22, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 s Inspection Date: 0510512008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Truss Insp Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM 6 X000 *Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 30539. Need spacial inspectors inspection report. 1) Missing cross bracing in garage roof, Girder truss requires an additional strap for the 1790# of uplift required at each end.. Failed 2) Need details from the Architect on all the knee walls and connections to structure. 3) Need revision of plans showing revised roof at north end of east Correction addition and details of knee walls. Needed a Inspection not completed, too many items pending. 2/28/08 CG 6) cc i G s t1& C <av 6 Re- Inspection s r Q� Z cp.t� Fee ($75) !!�_tW4 PS AA, No Additional Inspections can be scheduled until ' 8 © bo .&� ,r S re- inspection fee is paid. Friday, May 2, 2008 Page 2 of 2 w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . toai'' Phone: (305)795 -2204 Fax: (305)756 -8972 ,a n Inspection Date: 05105/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM lot Inspector Comments Passed cc '9 ` Gv` -PXt s2'i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, May 2, 2008 Page 1 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To RAYMOND CARABOTTA Invoice Number: RC -4-08 -31702 3466 N MIAMI AVE Invoice Date: April 29, 2008 MIAMI, FL 33127 Permit Number: RC -10 -06 -2632 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 > z w Date Fee Name Fee Type Fee Amount 04/2912008 Revision Fee Calculated $75.00 04/29/2008 Scanning Fee Calculated $21.00 Total Fees Due: $96.00 MAY -0 2 PAID Uk'VLt Tuesday, April 29, 2008 ��.. Miami Shores Village`' E,' Bu Department ��, �, P�t , �Y: ------------- - - - - -- , 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. � PERMIT APPLICATION Master Permit No. F19C 2004 Permit Type (circle): Building Roofmg /7,ka.S S Owner's Name (Fee Simple Titleholder) 'r ev `'LA046& rV!0j4 Phone # Owner's Address 1UU W"j e =1 3 �" city State Zip f - 1� q� Tenant/Ussee Name Phone # 3 b C-7 7E P 6 dl Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is $uilding Historically Designated YES NO Contractor's Company Name _� Wes✓ 16 U 1421 a Phone # Contractor's Address City State Zip Qualifier Name Phone.# State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition �Peration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ni /^0,0 h al •si 1) Ag Submittal F Permit Fee $ '-""'� CCF $ COlCC Notary $ \ ' Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 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 roust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature ner or Agent y Contractor The foreWyling instrument was acknowledg ore m this �U The foregoing instrument was acknowledged before me this day ofd' A , 2(11/0 , by f u day of , 20 by who is personally known to me or whi has produced who is personally known to me or who has produced As identification and who did , ath. as identification and who did take an oath. � NOTARI PUBLIC:. NOTARY PUBLIC: Sign: �~ 6 4 `��°�° Sign: Print: Print: My Commission Expires: so My Commission Expires: , APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) Miami Shores Village Building Department 9M NAUW-Awwa Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 Job Name Date O BUILDING CRITIQUE SHEET 4w i ' % & A" !;1W A - Z G'1 00cl 7�e' ` .t� f r J t !�-� • 4A ka &-e Oes 'Z"� die se !'© Z' �~. evn � v vcrl' 4- „v i 'L A � ('�� v� '�"a My u,�ra►�o�C�. �- IiIDf� T��K ��an �rGuo Reviewer: Claudio Grande C.B.4 305 -795 -2204 Ext 1430 f @ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..:.. .:. ..................... ............................... .......................... .:.::. : :::...: :::..... Inspection Date: 04/11/2008 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Top Out Owner: CARABOTTA, (RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: MAXIMUM PLUMBING Phone: (954)943 -7575 Building Department Comments PLUMBING, GROUND ROUGH, OVERHEAD TOP OUT FINAL FIXTURE SET. s r Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, April 10, 2008 Page 1 of 2 Miami Shores Village AUG 14 2001 s� Building Department BY: ----- --------- - -- 1005.0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I BUILDING Permit No. MOM- O 2.I PERMIT APPLICATION Master Permit No. A � 2_ FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) __ C �� p I�i�} Phone # 3 a J ^ Q - 7 J 0 C, Owner's Address - !� o N E q 2na City M. o.h Qiktolt} State 'F1.:. Zip 31 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) Lo Co NE City Miami Shores Village County Miami -Dade Zip 3 3 13 S POLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ( A m en cc., �ry j c r.) '[ •Phone # 9 T- 1 " __77 1 " ' k q Z-S Contractor's Address i-{ rl £„ 12' (4t City F� L_CJ ,�a State E . Zip 3 3 3 3 Qualifier Name _ Do - D� V sie wn Phone # State Certificate or Registration No. Certificate of Competency No. EMAIL: Architect/Engineer's Name (if applicable) P one # on Value of Work For this Permit $ d Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration XNew ❑ Repair /Replace ❑ Demolition Describe Work: i Submittal Fee $ Permit Fee S CCps , �4 ,..0 Notary $ Training/Education �� t Fee $ ( - lVV Tech Scanning $ 3 4 00 Radon S _ PBR $ � Bond $ Code Enforeeme ee $ i � — - - - Structural Review. $ 2 L° �_ s � ffeverse side _4� C�C3u� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip d 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 CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be:done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature - Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: x oY aY de o: &aY &eY tY de�aYxx &de 4e,4�xxoY$e9cY a4 atr �eYx4exot ac *de &4e+YaYxu4exoY9c 4ax4r aYxxiexxuaeuueF$ee oY t&Qexx9t a1r�x4a k &xxetdex &eY 9e dax+t 9e 4e ae iz'+4xaYxaY aea4u�u&9z 9Y9rskxxeY APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised-02/08/06) t Bonding Company's Name (if applicable) r 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 a a reinspection fee will be charged Signature Signature (Owner or Agent Contractor The foregoing instrument was acknowl ed before me this + The foregoing instrument was acknowledged before me this day of /h�. 20 P3 by *� day of 20 0 1 by A0 V PYs' who is personally known to me or who has produced I' who is personally known to me or who has produced ' As identification and who did take an oat . as identification and who did take an oath. NOTARY P Nary Public State of ft $ David Bookman NOTARY PUBLI �e. State of Florida Sign: � ' � My commissbn DD5t6578 Si mycommission Print: ` �/ Print: • � 02/09/2(!10 My Commission Expires: OZ/0 g1 -2 0 10 My Commission Expires: 0 z /00 `r 2 0 l (Certificate of Competency Holder) State Certificate or Registration No. 0 M C 0 3A 3 rO Certificate of Competency No. C A C 0 `3 3 S APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 10/14/03 Permit N ©. MC -8 -07-1721 ' f , a �$ Miami Shores Village « !°etrnit Typo: Mechanical - Residential 10050 N.E. 2nd Avenue' Work Classification: AdditionlAiteration Miami Shores, FL 33138 -0000 . .Per p� Phone: (305)795 -2204 Permit Status: APPROVED ANT g,N ZpR1Up" Issue Date 91612007 Expiration: 03/03/200 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 Miami Shores Village, FL Block: Lot: RAYMOND CARABOTTA Owner Information Address Phone __...._ Cell RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI Fl- 33127 Contractor(s) Phone Cell Phone Valuation: $ 7,980.00 AMERICAN SERVICE A/C INC Total Sq Feet: 0 Tons: Available Inspections: Additional Info: A/C Inspection Typ e: Classification: Residential Ventilation Approved: In Review Smoke Test Comments: Date Approved:: In Review Rough Date Denied: Final Hood Rough Duct Smoke Det Test Fees Due Amount Total Amt Paid I Amt Due CCF $4.80 ................... Education Surcharge $1.60 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $279.30 Scanning Fee $1 00 Payment Type: Technology Fee $6.98 Total: $295.68 { PAPRI 2 2 2008 CK 1'1os 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 September 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, September 5, 2007 1 Miami Shores Village g Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; DATE: 1 S ❑ Contractor caner ❑ Architect Picked <2 sets of ans and (other) Y4y15VA'3 , Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: — / 1 /0?) / e RESUBMITTED DATE: i PERMIT CLEARK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -897" Inspection Date: 03/20/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: JOHNSON, JILL Work Classification: Roof - New Job Address: 166 92 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: PROVIDENCE ROOFING Phone: (954)317 -8560 Building Department Comments NEW ROOF Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 76627. Chris re- scheduled cancelled friday for Monday. Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, March 19, 2008 Page 2 of 2 r g ✓ t Y � -��1 f � ? PMW 6 4 Miami Shores Village 10050 N.E. 2nd Avenue > Miami Shores, FL 33138 -0000r % Yf Phone: (305)795 -2204 x .. Expiration: 1010412 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 RAYMOND CARABOTTA Miami Shores Village, FL Block: Lot: Owner IMormation Address Phone Cell RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI FL 33127 Contractor(s) Phone Cell Phone Valuation: $ 2,000 AMERIGAS PROPANE AND SUBSIDIA 305 - 883 -8600 Total eeL qF 0 Type of Work: PLUMBING Available Inspections: Type of Piping: GAS Inspection Type: Additional Info: ABOVE TANK Pros Test Bond Retum : Row Classification: Residential Final Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions/Aiterations $220.00 Scanning Fee $3.00 Payment Type: Technology Fee $ Total: $230.10 9 PAM 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 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. April 07, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, April 7, 2008 1 Miami Shores Village ��o� APR 0 4 2 Building Department - - -u = 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 BY : =-- - - - - -- Tel: (305) 795.2204 Fax: (305) 756,8972 ffn BUILDING Permit No. PL4z' PERMIT APPLICATION Master Permit No.. FBC 2004 Permit Type Plumbing Owner's Name (Fee Simple Titlehdlder) Phone # qOr 9 X: ® Owner's Address to (e N a a. City (Ajka"ZC State VC .. Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) t 6 to N 9— 902 City Miami Shores Village County Miami -Dade Zip . 1. 3,9 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name q t:t, &4 04��- Phone # Contractor's Address 16 0 N aj ep 91440- City State -94re-1 zip Qualifier Name ®' Phone # State Certificate or Registration No. ¢at�� Certificate of Competency No. E - MAIL: Arch itect/ y Engineer's Name (if applicable) -SWIGk �+r�4jw a 9�,s �� ° af o u .& � �"'Vttie of'Vol k �h►s� " r� �U ® ®� tt �' Q yai�e Y.�near �'oo" "tags tfta+k: Py. c m .Gs64 „ t Alteration ONew El Repair/Rep( Demolition - lid Describe Work: a&Oi-e C a ��C- �L - ac td � 4et&ie'ta: �Y oYxfrx,kxxAY x,tKxxdcxx3c txxo4 &eYx4tx�e,Ytx9zx nY Fees�e�y� k kk ae�xx *a4 Y a�9ex9ex9e 4c,Fxxat ic,Y$xde tc�xxoYxuze &x,Fxxx Submittal Fee $ Permit Fee $ ,', Z,Z.- CCF $ ' CO /CC Notary $ Training /Education Pee $ Technology Fee $. • Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $o c See Reverse side --+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip I Mortgage Lender's Name (if applicable) Mortgage Lender's Address i 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 whose property is subject to attachment. Also, a certified copy of the recorded notice of person 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 reinspecton fee will be charged. Signature Signature wrier or Agent Contractor The foregoing ins ment was acknowledged be ore me this The foregoing instrument was acknowled ed before me this day of 2 0 , by day. af'i ,r � , 20 � by who is personalty known to me or who has uced who is; � alllykno® ` r who hasp duced As i nt a ,n and whot#* ath �t aside NOTARY PUBLIC:L No+�r pure Ins N n. A Iy commiWMEXOMSept7,20" NOTARY PUBL NWay PWft - StO of Fiw tr CWMft8ft # DD Itlii8l MyCeirr tonEaq�ea8eP17,8811 o ''' '� iVaBor�iQtaE!►M�n Comm 8 DD 718151 Sign: Sign: °i ' BondedThret��l+Wtlagllry Print: t`ez Print: "9- My Commission Expires: My Commission Expires: riexxxdexxxScxxY 9e �c 4 rx�x , kx3e�Y�xxeYxaYx • x�x�� ,rx • �xx��xx�x��, ��x��x��# x�xx��Xx� ,r�:,rx��x��x�r�K�x�xx��xx�xx APPLICATION APPROVED BY � Plans Examiner Engineer Zoning (Revised 02/08/06) I DETERMINElNORT# I cn W d Q O Q Cc LU A+AA-P. C44 o g J w� _ ❑ 'w s ... A fk� -t— - n Q ka^ a . -: a yy O CD U Lij LIJ < cc 3zo 000 AnumiGas " s I 'ems c� L R o? I ❑� uj o �' I o w � JOB: UP E - -- > G ❑ U Dt' r�q C� w i � } �.�.,,,. • • • • (r , d C d a d 1 DATE: REUSED; . .•.. •.••- DRAWN APPROVED BBY.' 9068: t • • s • AFFIDAVIT: : • • •, This insteftthn shag comply w�t�N A 54. NNJ 88. • • • as well as al state it bcat odes rW iegub . • 1 GENER&SITE I�LM Page Ale ,;f :.. «.: t f , - I wr - PRINT NAM ° ° ! swam to and subsabed before fm this � I � I i d d r {�.� i ''�': p ORLANDO OUIZ J• SUM Of FBI rN hl l� r't'j �� At!►Camm� ton Ems 8 17,2811 (SEAL) °:' Cam► # DD 70151 .Y,,. ,� � 1'ffisonaHjt tmo•m. .. .. • or Produced td n: ' Type of idermcoon Produced •�. �- - . S I�q It. i 9 1 f E C TEE R T AFR 0 4 2308 9,- BY ---------------------- /2008 23:12 FAX 1pjuu4 /V11 03/30/2008 9 ' Pme OF .s . •x• ,•*.' iJ nd AJS J. ' •'4, .C., •. ,. ..<. .`...•.a ;' 1 Y ' � • ^t,':. i- r'•�'••�'t„`p':i•h• }•. .. •�1.:.y��. ��y��p'��j. ' *' ::tom > �,; ASKMT �NO IGE# 0 29.136 � � � :{., "c.' , • �,; s � • r..<..r` 1 . {< .. � • ,� z PR[TPEtI"TI'ADDR - '�., :` ::' ` +..� `•: I66 PIE 91 STUNT, MIAMI hyFl(I12R' S M 33138 : < YLn LOT 6 W, $LOCK 24, OF *MAW SHORES SECTION NO. PAf?ItW/1Y ACCORDING TO PLAT BOOK TIIERHOV, AS RECO"ro IN I'LAT • :, BWIC 10, PAGR T0, OF T$E PUBLIC REC0"S OF 3l4MI- DAI)L , COUNTY, FLO=AA.. h . .< :, t.. y�l ia •'A,r ,• .:• ^ M WIIM S w.'+ r.<,�♦ .I''•' .. • fm .{ a • %, L r:•�•�''yj+ 94 LOT 24 u 91 w . $- 20.5' ONE ST ORY 20-W CBS x F�.RT7FICrl p � RESIDENCE JILL AMERICAN FMIM,1'1'Y TrILR s i� LOTS 7de$/ .[C f A7TOF.PfRYS TrA LE INSURAKOK FM, INC. +GY:FWA MORTGAGE CORPORATION IVS S'D MoRs ANDmA ASSIGNS } me AS Tnz)R vn%pEST MY AVPBAR x t`' 3Q.95' FLdO ONE�YFd: .w, 229 Cf1m mUNPl y # 1206M LowE r #ftttlsY3c FL:11. PANEL A sUFFEK 0093.T GARAGz EL: 9.21 v f 3 IMOOD ZONE X NSA DATE O$ FIRM 3N94 2uA, SFNCZWARK# G-"R . - Us x ti t tYNJ. O.6' wei ,L.Ht1cxT[F/SDFta.'1'URSBfil9r�$ BURS' HYANna�'ILiYLS1g8NA�asL�R8D70nN � �i I; WA'1'@A RORMMVrAL TONAL ACcn&ACY OF ¢M 1Fla 'I' '] WMC=Xiv CATION XPU m�88STWOTOBEANB.MWIOHOir OFESftoxALOMmN x�r*�. 2 24 BY 71M WJRVM& ArM NAPPM OAM ON TIMM lWoWisrom AND NBORIdATIONANO TkAr m NOT A GuAaAxi EE OR WaaANTY BXmmsm OR Loom , 1 3II�� '�'�f93iE[�.S�DT(?OBT�D7I7� ��S2ss,�BN x _s$/ x -x x IV ALL X 10' ¢w'liALT EMVWN ropy,5gt�t s� aaos Dui cournv su�ueyos, ��. . n srr��en��i ��n nsnr��w�� inn. n m+�..�rw+....��a �• �...� Monio A. Auh oua, P.E.' .Maurice A. Aa boua, P..., Inc. AFFMAVIT OF SUPERVISION OF MUSS ERECTION DAZE: March 40, 2008 PERMUNO: LOT BLOCK: SUBDIVISION.• ADDRESS. 166 NE 92 St., A4!g k H This is to certify that an associate of this office had supervised the erection of trusses (measuring more than 35' in overall length or 6' in overall height) . This supervision was performed in accordance with the manufacturer's specifications and with the Florida Building Code and was to insure proper erection and temporary bracing to prevent the collapse of the trusses and to insure that the trusses were not damaged during the erection process. Permanent bracing, anchorage and all other items concerning the trusses are to be inspected after erection by the building Department or assigned Special Inspector. Notations and descriptions of all modifications were performed under my direct supervision and are contained herein. SIGNED MAR 1 0 ?m REGISTRATION /LICENSE NOS. EB5251 & 19554 1908 NW 112 Avenue • C'6YJS,pringa, M 33071 • (954) .753-1988 • Pax. (954) 753 -1988 M Rq� No. M5251 & 19564 Inspection Worksheet Miami Shores Village `{ 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .. .:.::: ..:. Inspection Date: 03/26/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM p% Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 25, 2008 Page 2 of 2 RI Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ...::::::::: ........::.::..:......:..::::......,.:...• ......:...:...:.....::.:...::.. ...::....:.: : :. ...................... .............. ......... .. ..................... Inspection Date: 12/20/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Fill Cells Columns Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM DEC 1 9 200 Inspector Comments Passed Ll� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, December 19, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL •, �....��' �.'�� Phone: (305)795 -2204 Fax: (305)756 -8972 :::::::::: :::�:::::::::::'��'��`�� > >� III''' �' �' �''"''''''.,.>:::..>:::: �•••:::••• ::••: >::::: >:::•• .:::.::::::::. Inspection Date: 12/06/2006 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM 14 1 7 Inspector Comments Passed Failed El _ 0 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, December 5, 2007 Page 1 of 2 r y. m r7 EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST LABORATORY NUMBER: 2703680 CUSTOMER #. CLIENT FAX NUMBER: PROJECT NUMBER: CLIENT: RAY CARABOTTA PROJECT: 166 NE 92nd STREET, MIAMI SHORES, FL CONTRACTOR: RAY CARABOTTA SOIL DESCRIPTION # 1: DARK GRAY FINE - MEDIUM GRAINED SAND AND SOME ORGANICS (EAST ADDITION) SOIL DESCRIPTION # 2: BROWN FINE - MEDIUM GRAINED SAND AND LITTLE LIMEROCK (NORTH ADDITION) AREAS TESTED: PROPOSED ADDITIONS, EAST & NORTH SIDE AT 1ST LIFT PERFORMED BY: COREY ON: 11/21/07 REPORTED TO: 2 CLIENT ON. 11/26/07 PROCTOR VALUE #1- PCF: 1 - 1071 OPTIMUM MOISTURE % 15.5 ILAB # 2703680P PROCTOR VALUE #2 - PCF: 109.5 OPTIMUM MOISTURE % 11.6 LAB # 2703660P1 RESULTS OF TESTS: *FAIL # 1 & 2* PASS # 3, 4 & 5 PROBE MOISTURE DRYDENSITY %FIELD PERCENT TEST # LIFT # TEST LOCATIONS INCHES PERCENT PCF comPAc77oN REQUIRED 1 1ST NORTHEAST CORNER OF PAD AT EAST ADDMONAT 0 TO -12 12 18 * 98* 2 1ST SOUTHWEST CORNER OF PAD AT EAST ADDITION AT 0 TO -12 12 18.6 * 98 * 3 1ST NORTHWEST CORNER OF PAD AT NORTH ADDITION AT 0 TO -12 12 8.5 108.9 99.5 98 4 1ST CENTER OF PAD AT NORTH ADDITION AT 0 TO -12" 12 9.1 109.3 99.8 98 5 1ST SOUTHEAST CORNER OF PAD AT NORTH ADDITIONAT 0 TO -12 12 9.9 108.1 98.7 98 6 0.0 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0:0 141 0.0 151 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED* BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG. NATURAL GROUND I F. FOOTING CP. COLUMN PAD BG. BELOW GRADE FG. FINAL GRADE OTHER. NOTE: STANDARDS FOR METHOD OF TEST. ASTM D2922 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLYAND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGWCERTIRCATION AS STANDARD PENETRAT70N TEST 8ORINGS WOULD DETERMINE RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT ETIENNE PROPHETS, P.E. STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS, BORINGS DENSITY ASPHALT. CONCRETE & - GEOTECHN /CAL "TESTING LABORATORY 1 i EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee BLVD... - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 3 Broward 954 972 -7645 (SOIL) - Dade (305 ) 947 -4768 800 329 -7645 SOIL - 561 471 -8220 FACSIMILE #954 - 9718872 ESTABLISHED 1981 PROCTOR COMPACTION TEST PERMIT # N/A PO #: N/A CLIENT: RAY CARABOTTA LABORATORY #: 2703680P PROJECT: PROPOSED EAST ADDITION 166 NE 92ND STREET - MIAMI SHORES SAMPLE LOCATION: PAD FILL MATERIAL -1ST LIFT - 0 -12" DATE: NOVEMBER 23, 2007 SAMPLED BY: C. MONTGOMERY ON: NOVEMBER 21 2007 TESTED BY: C. SMITH ON: NOVEMBER 23, 2007 SAMPLE DESCRIPTION: DARK GRAY FINE - MEDIUM GRAINED SAND SOME ORGANICS CONTRACTOR: RAY CARABOTTA i a RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH ASTM DESIGNATION D1557 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T -180 r DRY DENSITY PERCENT MOISTURE WET DENSITY - PCF LBS /CUBIC FT POINT #1 9.4 111.3 101.7367 POINT #2 11.0 115.1 103.6937 POINT #3 13.3 119.3 105.2957 POINT #4 15.5 123.6 107.0130 POINT #5 1 17.51 1 123.01 1 104.6809 MAXIMUM DRY DENSITY PCF: 107 SPECIFIC GRAVITY: N/A OPTIMUM MOISTURE CONTENT %: .W 'ti''` -2-4 15.5 SOIL CLASSIFICATION: A �. NOTES/REMARKS PAD FILL MATERIAL -0-12" -1ST LIFT PROCTOR ANALYSIS ASTM DES. D -1557 METHOD C RESPECTFULLY SUBMITTED t,k108L 124 EASTCOAST TESTING & ENGINEERING INC., 122 10 _ 120 air' X 104 116 118 q CRAIG S. SMITH, PRESIDENT 114 H10 112 ETIENNE PROPHETE, P.E. f4Z 9.4 11.0 13.3 15.5 17.5 110 STATE OF FLORIDA #44316 MOISTURE CONTENT F r-RYDENSITY•PCF '*WETDENSITY•PCF THRESHOLD /SPECIAL INSPECTIONS SOIL BORINGS DENSITIES ASPHALT CONCRETE & GEOTECHNICAL LABORATORY : i A J �\ EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee BLVD... - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972 -7645 (SOIL) - Dade 305 947 -4768 800 329 -7645 (SOIL) - (561) 471 -8220 FACSIMILE #954- 9718872 ESTABLISHED 1981 PROCTOR COMPACTION TEST PERMIT # NIA PO #: N/A 1 CLIENT: RAY CARABOTTA LABORATORY #: 2703680P1 PROJECT: PROPOSED NORTH ADDITION @ 166 NE 92ND STREET - MIAMI SHORES SAMPLE LOCATION: PAD FILL MATERIAL -1ST LIFT - 0 -12" DATE: NOVEMBER 23, 2007 SAMPLED BY: C. MONTGOMERY ON: NOVEMBER 21 2007 TESTED BY: C. SMITH ON: NOVEMBER 23 2007 SAMPLE DESCRIPTION: BROWN FINE - MEDIUM GRAINED SAND LITTLE LIMEROCK FRAGMENTS CONTRACTOR: RAY CARABOTTA { RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH ASTM DESIGNATION D1557 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T -180 DRY DENSITY PERCENT MOISTURE WET DENSITY - PCF LBS /CUBIC FT POINT #1 6.0 109.7 103.4906 POINT #2 7.9 113.9 105.5607 POINT #3 9.8 118.0 107.4681 POINT #4 11.6 122.2 109.4982 POINT #5 1 13.71 1 122.01 1 107.2999 MAXIMUM DRY DENSITY PCF: ",,;: 109.5 SPECIFIC GRAVITY: N/A OPTIMUM MOISTURE CONTENT %: � � , 11.6 solL CLASSIFICATION: A -3 NOTES / REMARKS PAD FILL MATERIAL - 0 -12" -1ST LIFT PROCTOR ANALYSIS ASTM DES. D -1557 METHOD C RESPECTFULLY SUBMITTED, a ll 123 EASTCOAST TESTING & ENGINEERING INC., - 121 H108 - -- 119 t 7 7 ° 10 - 117 CRAIG S. SMITH, PRESIDENT A 115 104 �� ETIENNE PROPHETS, P.E. A 102 6.0 7.9 9.8 11.6 93.7 109 STATE OF FLORIDA #44316 MOISTURE CONTENT r -PCF *WET DENSITY•PCF THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST LABORATORY NUMBER: 2703689 CUSTOMER #. CLIENT FAX NUMBER: PROJECT NUMBER: CLIENT. RAYCARABOTTA PROJECT: 166 NE 92nd STREET, MIAMI SHORES, F! CONTRACTOR. RAY CARABOTTA SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND LIMEROCK SOIL DESCRIPTION # 2: AREAS TESTED: PROPOSED ADDITION, EAST SIDE AT 1ST LIFT (RETES7) PERFORMED BY. COREY ON. 11/26/07 REPORTED TO: 2 CLIENT ON. 11/27/07 PROCTOR VALUE #1- PCF: 1 109.51 OPTIMUM MOISTURE % 111.6 ILAB # 1270MOPI PROCTOR VALUE #2 - PCF: I I OPTIMUM MOISTURE % I ILAB # RESULTS OF TESTS: PASS PROBE MOISTURE DRY DENSITY %FIELD PERCENT TEST # LIFT # TEST LOCATIONS INCHES PERCENT PCF COMPAcnoN REQUIRED 1 1ST RETEST: NE CORNER OF PAD AT EAST ADDITION 12 10.2 107.6 98.3 98 2 1ST RETEST. SW CORNER OF PAD AT EAST ADDITION 12 9.4 108.1 98.7 98 3 0.0 4 0.0 5 0.0 6 0.0 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED BF: BACKFILL S. SUBGRADE BC: BASE COURSE NG. NATURAL GROUND F: FOOTING CP. COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER. NOTE. STANDARDS FOR METHOD OF TEST. ASTM D2922 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLYAND DOES NOT REFLECT THE SOILS BEARING CAPACITYFOR FOUNDATION DESIGNICER77RCATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE, RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., C SMITH, PRESIDENT ETIEN61.-- PRO61-0.6- E, P.E. STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHN /CAL "TESTING LABORATORY r it EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645. (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST LABORATORY NUMBER. 2703707 CUSTOMER #. CLIENT FAX NUMBER: PROJECT NUMBER: CLIENT: RAY CARABOTTA PROJECT. 166 NE 92nd STREET, MIAMI SHORES, FL CONTRACTOR. RAY CARABOTTA SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND SOME LIMEROCK SOIL DESCRIPTION # 2. AREAS TESTED: PROPOSED ADDITIONS, FINAL (PAD NOT FORMED) PERFORMED BY. COREY ON: 11/28/07 REPORTED TO: 2 CLIENT ON: 11/29/07 PROCTOR VALUE #1 -PCF: 1 - 109.51 OPTIMUM MOISTURE % 11.6 ILAB # 1270MOPI PROCTOR VALUE #2 - PCF: OPTIMUM MOISTURE % ILAB # RESULTS OF TESTS: PASS PROBE MOISTURE DRY DENSITY %FIELD PERCENT TEST # LIFT # TEST LOCATIONS INCHES PERCENT PCF coNpmm REQUIRED 1 FINAL NORTHEAST CORNER OF PAD AT EAST ADDITION 12 8.5 109.1 99.6 98 2 FINAL SOUTHWEST CORNER OF PAD AT EAST ADDITION 12 9.4 110 100.5 98 3 FINAL NORTHWEST CORNER OF PAD AT NORTH ADDITION 12 9 109.5 100.0 98 4 FINAL CENTER OF PAD AT NORTH ADDITION 12 8.6 107.7 98.4 98 5 FINAL SOUTHEAST CORNER OF PAD AT NORTH ADDITION 12 10.1 109.5 100.0 98 6 0.0 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 Co NCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED* : BACKFILL S. SUBGRADE BC: BASE COURSE NG: NATURAL GROUND FOOT ING CP: COLUMN PAD BG. BELOW GRADE FG: FINAL GRADE OTHER. NOTE. STANDARDS FOR METHOD OF TEST. ASTM D2922 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLYAND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN/CERTIRCAnON AS STANDARD PENEMA770M TEST BORINGS WOULD DETERMINE RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT ETIENNE PROPHETL, P.E. STATE OF FLORIDA #44316 THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHN /CAL "TESTING LABORATORY s +ri EASTCOAST TESTING & ENGINEERING , INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST LABORATORY NUMBER. 2703793 CUSTOMER #: CLIENT FAX NUMBER: PROJECT NUMBER: j CLIENT. RAY CARABOTTA PROJECT: 166 NE 92nd STREET, MIAMI SHORES, FL CONTRACTOR. RAYCARABOTTA SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND SOME LIMEROCK SOIL DESCRIPTION # 2. I AREAS TESTED: PROPOSED ADDITIONS, STEMWALL FOOTER PERFORMED BY. COREY ON: 12/04/07 REPORTED TO: 2 CLIENT ON. 12/05/07 € PROCTOR VALUE #1- PCF: 109.5 OPTIMUM MOISTURE % 111.6 ILAB 1 2703680P PROCTOR VALUE #Z -PCF: OPTIMUM MOISTURE % ILAB # RESULTS OF TESTS: PASS PROBE MOISTURE DRY DENSITY %FIELD PERCENT TEST # LIFT # TEST LOCATIONS INCHES PERCENT PCF COMPACTION REQUIRED 1 F NORTH FOOTER CENTER AT NORTH ADDITION 12 9.5 109.6 100.1 98 2 F EAST FOOTER CENTER AT NORTH ADDITION 12 8.6 109.1 99.6 98 3 F WEST FOOTER, CENTER AT NORTH ADDITION 12 10.6 108.3 98.9 98 4 F SOUTH FOOTER CENTER AT EAST ADDITION 12 9.9 109 99.5 98 5 F EAST FOOTER CENTER AT EAST ADDITION 12 10.1 108.7 99.3 98 6 F WEST FOOTER CENTER AT EAST ADDITION 12 10.4 108.9 99.5 98 7 0.0 8 0.0 9 0.0 10 1 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 CONCLUSION. THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIRCATIONS UNLESS NOTED BF: BACKFILL S. SUBGRADE BC: BASE COURSE NG. NATURAL GROUND F. FOOTING CP: COLUMN PAD BG. BELOW GRADE FG. FINAL GRADE OTHER: NOTE: STANDARDS FOR METHOD OF TEST. ASTM D2922 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXIS NG GRADE AT PROBE DEPTH ONLYAND DOES NOT REFLECT THE SOILS RESPECTFULLY SUBMITTED BEARING CAPACITY FOR FOUNDA DESIGNICER71HCA77ON AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. EASTCOAST TESTING & ENGINEERING, INC. � r� I+d 1 4 —. CRAIG S. SMITH, E77ENNE PROPHETE, P.E. PRESIDENT STATE OF FLORIDA # 4431 THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHN /CAL "TESTING LABORATORY H x Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ME F.. t 1 1 .....__ d N O W ..''..ate_ e ..__ e. �... - .. , °£9G;o _ _ a r� Inspection Date: 01/22/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Slab Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor. HOME OWNER BuIlding Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Z 2 Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 17, 2008 Page 1 of 2 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �► Phone: (305)795 -2204 Fax: (305)756 -8972 n. Inspection Date: 01/2212008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Density Owner: CARABOTTA RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM JAN 2 2 2000 Inspector Comments Passed FINAL cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 17, 2008 Page 1 of 2 r o j= n JAN 17 2000 BY, - -!!-- - - - -- COAST TESTING & ENGINEERING INC. 410 , O D - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 PONl7P H ,LORI 1, 0 4 33073 WEST PALM BEACH, FLORIDA 33409 BROW D ( 9 645 IL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 9 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 FIELD DENSITY TEST LABORATORY NUMBER: 2800217 CUSTOMER #: CLIENT FAX NUMBER: PROJECT NUMBER: CLIENT: RAY CARRABOTTA PROJECT. 166 NE 92 STREET; MIAMI SHORES, FLORIDA CONTRACTOR: RAY CARRABOTTA SOIL DESCRIPTION # 1: BROWN FINE MEDIUM GRAINED SAND, SOME LIMEROCK ' SOIL DESCRIPTION # 2: AREAS TESTED: PROPOSED ADDITIONS, STEMWALL PAD, FINAL [PAD FORMED] PERFORMED BY. COREY ON. 01114108 REPORTED TO: 2 CLIENT ON. 01115108 PROCTOR VALUE #1 - PCF: 109.51 OPTIMUM MOISTURE % 11.61 ILAB # I 2703680P7 PROCTOR VALUE #2 - PCF: OPTIMUM MOISTURE % ILAB # RESULTS OF TESTS: PROBE MOISTURE DRY DENSITY % FIELD PERCENT TEST # LIFT # TEST LOCATIONS INCHES PERCENT PCF coMPACnoN REQUIRED 1 FINAL NORTHEAST CORNER OF PAD @ EAST ADDITION 12" 9.8 109.6 1001 98 2 FINAL SOUTHWEST CORNER OF PAD @ EAST ADDITION 12" 9.4 109.1 99.6 98 3 FINAL NORTHWEST CORNER OF PAD @ NORTH ADDITION 12" 8.7 110.3 1007 96 4 FINAL CENTER OF PAD @ NORTH ADDITION 12" 9.4 109.9 100.4 98 5 FINAL SOUTHEAST CORNER OF PAD @ NORTH ADDITION 12" 10. i 109.2 99.7 98 6 00 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.o i5 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED F. BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND : FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: NOTE. STANDARDS FOR METHOD OF TEST: ASTM D2922 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOURDATSON DESIGR /CERTIFICATION RESPECTFULLY SUBMITTED, AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. EASTCOAST TESTING & ENGINEERING, INC. eiaArhl CRAIG S SMITH, ETIENNE PROPH E, P.E. PRESIDENT STATE OF FLORIDA # 44316 THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & - GEOTECHN /CAL "TESTING LABORATORY Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC)109.2.2) KEANE SOIL PRETREAT (954) 4 -0607 l Address of Treatment Date Time Applicator e C4 A.", -�a- a , I\ ko Prodfict used Chemical used Gallons applied 4 4 1 - � � � Percent concentration Area treated Linear feet treated `6 S t Stage of treatment As per 109.2.2 --If soil chemical barrier method for termite prevention is used, final exterior tmeatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line �r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 <.= Inspection Date: 02/06/2008 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Tie Beam Bond Beam Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Bullding Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 5, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL '�► Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/06/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Fill Cells Columns Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 5, 2008 Page 1 of 2 ►° Inspection Worksheet Isla Dent" Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a z Inspection Date: 02/27/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM FEB 2 8 7000 Inspector Comments Passed cc l� s Failed E] Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 26, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village fi 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 y a .r Inspection Date: 0212812008 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Truss Insp Owner. CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed Need sp cial inspectors inspection report. 1) Missing cross bracing in garage roof, Girder truss requires an additional strap for the 1790# of uplift required at each end.. 2) Need details from the Architect on all the knee walls and connections to Failed structure. 3) Need revision of plans showing revised roof at north end of east addition and details of knee walls. Correction Inspection not completed, too many items pending. 2/28/08 CG Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, February 28, 2008 Page 2 of 2 • Inspection Worksheet Miami Shores Village f 10050 N.E. 2nd Avenue Miami Shores, FL �:• Phone: (305)795 -2204 Fax: (305)756 -8972 ..:....:...... Inspection Date: 02/21/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM B 2 X00 t L Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, February 20, 2008 Page 1 of 2 toy Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02121/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Trusses Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM F M 2 200f Inspector Comments Passed � y Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, February 20, 2008 Page 1 of 2 Inspection Worksheet � arm Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 K a Inspection Date: 02/2512008 Permit Type: Residential Construction Inspector: Inspector, Default Inspection Type: Patio Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM B 2 6 2000 Inspector Comments Passed FOR PATIO lei All discontinuos edges of pool and patio decks require a 8 "X8" discontinuos edge with a 1 # 5 rebar at the perimeter of the slab. CG Failed 2/25/08 Termite treatment certificate OK. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, February 25, 2008 Page 1 of 2 KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462 -0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC)109.2.2) ► � y A � , Address of Treatment Ti Da e Acator i � ~ ProdxiCl used Chemical use Gallons applied Per ncentraticn rr Area linear feet treated Stage of treatment As per 1092.2 If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior went, initial and date this line Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/18/2007 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: CARABOTTA, RAYMOND Work Classification: Addition Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ADDING LONGER KITCHEN, TV ROOM, AND NEW MASTER BEDROOM Inspector Comments Passed Q MLD Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, December 17, 2007 Page 1 of 2 i PAGE OF All tT' TICS s EE 7 0 2 :•t, "13t LE+ _ ._ ._ 1 • P S UR _ . �R . 75' EC �: M ASPHALT ' • rNVOrcE # � a6-a 83 32 V 1 AL PROPERTXADDRESS: PPER 166 NE 92 STREET, MIAMI AN AMI SHORES, FL. 33138 n_- - LECAL DESCRLPTION.• .. • . - ^ ' •" "' _ _ , t .. „� - -- LOT 6 &7, BLOCK 24, OF "MIAMI SHORES SECTION NO. 1" ":.u; : `• PARKWAY - " LrCerrs,e }dampe ACCORDING TO PLAT BOOK THEREOF, AS RECORDED IN PLAT 677 r 6 BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE PHONE (954) 777 -4747 • FAX (95 777- COUNTY, FLORIDA. 145.00'(P) . . * , I(M) 5950 W . OAKLAND PK. BLVD. • SUITE 108 • LAUDERHILL, FL 33313 a d , d':a a .: , . `• `• ' '. ° e Q ' s . 5 CONCi. $ e e 5' CONC. SjW < . ---- .+ LEGEND L LEGAL _.'.; o lP 2' M MEASURED FIND 1 M !V 30.95' OHC - OvERHEAD POWER CABLE F'ND 1 j2' 8' ASPHALT . , $ NO ID BLOCK CORNER - tt - 1 — DENOTES FENCE LINE ORB - OFFICIAL RECORDS Boon No r :•. Di SEE CORNER �f �f --�f DENOTES WOOD FENCE LNE P - PLAT 7 m ui, ° ;:DR ( 4Y .• o+ LOT 1 j�1t 2A PC P iNT O CURVATURE N FND DENOTES ELEVATION SITE D „• No ID PCC - PBnfrOI.OoMPOUmo C RE • • Ir - PERMANENT CoNI'ao wl ABBREVIATIONS • • P P ORKER 1wALo NAIL • .: ,. RC ( AL A LENGTH PE I!INE • Ot° t •s•s pT ses••• 01' C CENTER LINE • B - t'OiNT BEGINNING 20 3' 17 -OCY CF CALC FROM FIELD MEASURE • • • • 4g - POINT CAF COMMEN • O O CR CALC FROM RECORD INFO • • • pRC - POINT OF REVERSE UR� R LOT a ` _ ° DB DEED BOOK • FS4 Psiw li•3mT#NGENCY• • • • • BL 24 \\ ff) d ' x DE DRAINAGE EASEMENT • • • RIW - RIGHT OF WAY • • ME ^ D R," s [DRAINAGE MAINTENANCE EASEMENT, • • • JOQ - PO INT s • • • • < c 23 CENTRAL ANGLE • SBR - ScuTH ft ;ELI RsT. s s • • $ r ttt EASE - EASEMENT • • • �E - UTILITY EASEMENT - • 29 . 3 ' ONE STORY x F.F. - FINISHED FLOOR : • •: WIC. - WIN CORNER •, O. � , / 20.35 CBS � PLL - FLORIDA PowER & LIGHT • WV W;TFr�4P�R • • • • s • CERTIFICATIONS: ( RESIDENCE • ', • • • • s s • • • i JILL D. CARABOTTA x x f X 166 x .. AMERICAN FIDELITY TITLE { o is LOTS 7 &8 /BLK 24 ( NOTES • • # 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO G MORTGAGE CORPORATION x ATTORNEYS TITLE INSURANCE FUND, INC 0 13.0° SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE IT'S SUCESSORS AND /OR ASSIGNS / ` 16-8 ` j 0 6' a 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY AS THEIR INTEREST MAY APPEAR n t2 5/ io SHOWN. x J / '� x 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1W9). � � r FLOOD ZONEINFO: 1-. 29.2' 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. COMMUNITY # 120652 LOWEST FINISH FL: 11.60 , 5. IN SOME GASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED MORE PANEL &SUFFIX 0043 •I GARAGE EL: 9.21 t] x 1 sn \ v x N CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE MOOD ZONE X NIA %0 \ f1q p OVER SCALED POSITIONS. DATE OF FIRM 312/94 00 . � � *- ' Co 0 p _ WAM11 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD BENCHMARK # G-S-3R ELE= 8.68 x M0• INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE .- WAIL WELL - IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE 13US MEASURED TO AN LOT 6 BEARING 7. DATE OF ORIGINAL FIELDWORK q - j LA -0(p ESIZMATED HORMONTAL POSITIONAL ACCURACY OF yp _0.10 (fa LOT 7 BLOCK 24 BASIS OF NO CERTIFICATION LS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION x BLOCK 24 N x - 8. UNLESS OTHERWISE SPECIFIED, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION BY THE SURVEYOR AND MAPPER, BASED ON THEIR KNOWLEDGE AND INFORMATION AND I , � MEASURED ANGLES PURPOSES. THAT IS NOT A GUARANTEE OR WARANTY EXPRESSED OR IMPLIED. ! SURVEY TO BE USED TO OBTAIN PERMITS AND /OR CONSTRUCTION x - x SURVEYOR CERTIFICATION a oi� t HEREBY CERTIFY THATTHIS BOUNDARY I T a � - SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS M a or i Shores V i l l a g e x SET FORTH BY THE. FLORIDA, B OARD OF SURVEYORS AND MAPPERS IN O CHAPTER 61,G17.6 'OF THE. FLORIDA ADMINISTRATIVE CODE, PURSUANT TO AP PROVED � DATE MID 1 j2' IR SECTION 472.027, FLORIDA STATUTES. 4.OQ' " $ " O 1 BEARINGS; 8F SHOWN, ARE BASED UPON AN ASSUMED MERIDIAN 1 _ 'f " x '' x : x x x .— x —� x x x AND REFERENCE ON DEPT I D DEPT .� c t5` ALL£Y CT TO COMPLI�N VVI i H ALL FED AL. - •'.. :•. ` . ASPHALT••'':. :10' ' • "' �' • ' - • • • " •• • • IID ^ Y RULES AND REGULATIOI`I EVlSION SCHEDULE S — SIGNED: TEt —' 100•0,AP&IM) 12/13/07 SPOT SURVEY NEW ADDITIONS William B. Groover, Professional Surveyor & Mapper Florida Registration No. 5190 ADDEii IEi"ATIONS ]HY?R SIN PLAN 713 (not valid without the signature and original seal of the Copyright O 2005 All GO= Surveyors, Inc. Florida Licensed Surveyor and Mapper shown above) C.FN 2006R I165020 Bk 5053 Ps 3150; QP9) NOTICE OF COMMENCEMENT OR R EC O R D E D 10/30/2006 13:5226 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I gal description IMperty and street / address: KF_ �rz cr J . 41 & 5:"), LJ-Z - Mi&M I 44a. __78r 1 PMb P om EL Z LL -LOT Q_P 2-0401-01-ZS ZA Cf- 3: 2. Deif ription of i r ent: TV _qoa- 3. Owner(s) name and address: Jlo6 LL_ k AAIAM% L r9L !981 Interest in property: C.�.. Name and address of fee simple titleholder: 4. Contractors name and address: CIANW- 61ILCJ 5. Surety: (Payment bond required by owner from contractor, ff any) Name and Address: Amount of bond $ 6. Lender's name and address: T 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 Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address* S. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Si a u of can Print Owner's Name W& repared by k Sworn to and subscribed before me this NY of 20 Address: Notary Publi r l Print Notary's Name n -W'MO — My commission expir CWWWW 600 may 1*, W $47432. IATEOF FLORIDA, COUNTY OF DADE AN p cout tEREB CERTIFY that this is a C y of the ama ft day of AD 20 � V v. Se al. 71 A unty Coutts tv D.C. Oki Permit No. DEMO -6 -07 -1339 Miami Shores Village M Permit Type: Demolition ` ym 10050 N.E. 2nd Avenue Work Classification: Building Miami Shores, FL 33138 -0000 Permit Status: APPROVED Phone: (305)795 -2204 issue Date: 9/6/2007 Expiration: 03103/2008 Project Address Parcel Number Applicant _. ......... ..... NE 92 Street 1132060133250 RAYMOND CARABOTTA Miami Shores Village, FL Block: Lot Owner Information Address __. .... _.. Phone...... _._ ...... ... .... .... ....... Cell .__. JILL JOHNSON Contractor(s) Phone Cell Phone Valuation: $ 5,0 00.00 HOME OWNER Total Sq Feet: 0 Type of Demo: Building Ava ilable Inspections: Additional Info: Inspection Type: Classification: Residential Final Fees Due Amount Total Amt Paid Amt Due CCF $3A0 ._ ....... _... Education Surcharge $1.00 $ 0.00 $ 0.00 $ 0.00 Permit Fee $100.00 Scanning Fee $3.00 Payment Type: Technology Fee $2.50 Total: $109.50 A EC 2 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. September 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, September 5, 2007 1 Miami Shores Village Building Department 10050 N.E.2pd Avenue, .Miami Shores, Florida 33138 Tel: (3 55 5.8972 BUILDING 1 1 JUH 2 6 21 Permit No. PERMIT APPLICATION 9W ?(052 Master Permit No. 9W 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) `{ _ I�JTA Phone # Owner's Address � city f t c Gvm t Wri State 1, zip - 3 13 81 '- Tenant/Lessee Name Phone '# Job Address (where the work is being done) L¢ City Miami Shores Village County Miami -Dade Zip ^ 3 l FOLIO / PARCEL Is Building -Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear.Footage Of Work• Type of Work: []Addition OAlteration []New ❑ . Repair/Replace Demolition Describe Wo C,iT ,� �; -�`S by tA7 CI 0�� - C n- A60i Submittal Fee $ Permit Fee $ CCF $ °^ Notary $ Training/Education Fee $ t 1;� Teehaol.,-- ,'rte 2� �- - Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review $ Total Fee && Md& A _ __ See Reverse sidle -' `°" F Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage sender'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 411 applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,'" Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding .$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoin g instrument was acknowl ed bef re me this;, The foregoing instrument was acknowledged before me this day of 20 by �Ir . 20 , by who is personally known to me or who has produce who is personally known tome or who has produced As identification and wh� id take an oath. as identification and who did take an oath. NOTARY P BI C: �,•• " "•. NOTARY PUBLIC: ltd sign .r p l �'aF O si • � 9 gn: Print: c Y 6�9Ijo Print: c ' ?01 My Co ion Expires: �'°yg My Commission Expires: APPLICATION APPROVED BY: i I Plans Examiner Engineer Zoning (Revised 02/08/0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 1111111111'1��_� ME 40 - s �ti S Inspection Date: 01122/2008 2 Permit Type: Inspector: Rodriguez, Jorge Inspection Type: Final Owner: JOHNSON, JILL Work Classification: Building Job Address: 166 92 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments DEMO Inspector Comments en Passed cc IL Failed EJ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 17, 2008 Page 1 of 2 of - ,.- „�5.,'�',ATr,. FLORIDA CENTRAX #: 13 -SG -33427 e '-'' 3�FP�TMENT OF HEALTH DATE PAID: ONSIT ;rEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ 7 "STCTION PERMIT RECEIPT �° "� OSTDSNBR 07-01934 -N BY U. /u__ CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ l Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ NA ] APPLICANT: Corabp ;;,a� AGENT: ALL PRO S, TEIXEIRA BARRY °. PROPERTY SIRE AD S Y 16 `NE 92 St Miami Shores FL 33138 LOT: 6 B 24 s, DIVISION: Miami Shores [Section/Township/Range/Parcel No.] PROPERTY ID #: ,O 25 [OR TAX ID NUMBER] SYSTEM MUST BE RUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERT DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 500 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N P LOCATION TO BENCHMARK: F.F.E. 11.60' NGVD. T ELEVATION OF PROPOSED SYSTEM SITE [ 24.0 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 54.0 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: *Install 1050 gal, category - septic tank equipped with an approved filter. *Install 500 of of drainfield in bed configuration. *Invert elevation of drainfield to be no less than 7.60' NGVD. *Bottom of drainfield elevation to be no less than 7.10' NGVD. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 648- 6.013(3)(f), FAC. SPECIFICATIONS BY Icaza, Carlos TITLE: APPROVED BY: Icaza, Carlos TITLE: Engineer .I Dade CHD DATE ISSUED: 8/13/07 EXPIRATION DATE: 2/13/09 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5'744 -001- 4016 -0) [ostds cone 4016 -11 Page 1 of 2 1 1 r� I r _ STATE OF FLORIDA CENTRAX #: 13 -SG -33427 DEPARTMENT OF HEALTH OSTDSNBR 07- 01934 -N ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS ro we e APPLICANT: Corabotta Ray AGENT: BARRY TEIXEIRA, ALL PRO S ALL PRO S LOT: 6 BLOCK: 24 SUBDIVISION: Miami Shores ID #: 11- 3206-013 -3250 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMB .R AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN; [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 11 AUTHORIZED SEWAGE FLOW: 725 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1300 SQFT UNOBSTRUCTED AREA REQUIRED: 1000 SQFT BENCHMARK /REFERENCE POINT LOCATION: F.F.E. 11.60' NGVD. ELEVATION OF PROPOSED SYSTEM SITE IS 24.00 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 9.6 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 10 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth Munsell # /Color Texture Depth 1nYR -9 1 17 -a RX Rand n tO 14 1nVR -5/2 -a Rx Rand n tO 14 1 nVR -S /1 -COY T.namy rna -rnp 14 tO 72 1 nVR -r, /1 -ay T.natny C_nar_gA 14 tO to to to to to to to to to to to to USDA SOIL SERIES 15 Urban land USDA SOIL SERIES 15 Urban land OBSERVED WATER TABLE9 INCHES [ BELOW ] EXISTING GRADE TYPE: [ APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Coarse/0.80 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY BARRY TEIXEIRA DATE: 5/2/07 DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds eval 4015 -3] Page 3 of 3 Y o� STATE OF FLORIDA CENTRAX #. 13 -SG -33427 ` HEALTH DATE PAID: ' D MG I�REATMENT AND DISPOSAL SYSTEM FEE PAID $ ART* PI9RMIT RECEIPT OSTDSNBR 07-01934-N 'ONSTRUCTION PERM : FO ,, [ X ]New Syr w ] s ing System [ ]Holding Tank [ ] Innovative Other I ] R a r. " [ ] n onment C ] Temporary [ NA ] lPPLI�:,'AN Co' AGENT: ALL PRO S, TEIXEIRA BARRY %RUPER'I'Y R 16 92 St Miami Shores FL 33138 T .OT: 6 L 4 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] ?ROPERTY ID #:' -3206 -013 -3250 [OR TAX ID NUMBER] ;YSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC ?EPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME -)ERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, :EQ1JIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS ?ERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM :' OMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. 3YS`I'EM DESIGN AND SPECIFICATIONS P L 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] 'a C 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY < [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] I 500 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM ? [ 0 ]SQUARE FEET SYSTEM 'k TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] V LOCATION TO BENCHMARK: F.F.E. 11.60' NGVD. i ELEVATION OF PROPOSED SYSTEM SITE [ 24.0 ] [ INCHES ] [ BELOW ]BENCHMARK/ REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [ 54.0 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT FILL REQUIRED.[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES )THER REMARKS: *Install 1050 gal, category -3 septic tank equipped with an approved filter. *Install 500 sf of drainfield in bed configuration. *Invert elevation of drainfield to be no less than 7.60' NGVD. *Bottom of drainfield elevation to be no less than 7.10' NGVD. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64t- 6.013(3)(f), FAC. SPECIFICATIONS BY Icaza, Carlos TITLE: '- APPROVED BY: Icaza, Carlos TITLE: Engineer I Dade CHD )ATE ISSUED: 8/13/07 EXPIRATION DATE: 2/13/09 ;t4 •1016, 03/9'/ (Obsoletes previous editions which may not be used) cStock Number: 5'144 -001- 4016 -0) Iostds_cons 4016 -11 Page 1 of 2 E _ STATE OF FLORIDA CENTRAX #: 13 -SG -33427 DEPARTMENT OF HEALTH OSTDSNBR : 07- 01934 -N ONSITE SEWAGE DISPOSAL SYSTEM • b V SITE EVALUATIONAAND SYSTEM SPECIFICATIONS '\PPLICANT: Corabotta Ray '\GENT: BARRY TEIXEIRA, ALL PRO S ALL PRO S SOT: 6 BLOCK: 24 SUBDIVISION: Miami Shores ID #: 11- 3206 - 013 -3250 I'O BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S IUST PROVIDE REGISTRATION )ROPERTY SIZE CONFORMS TO SITE PLAN: [XI YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES DOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 11 \UTHORIZED SEWAGE FLOW: 725 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] INOBSTRUCTED AREA AVAILABLE: 1300 SQFT UNOBSTRUCTED AREA REQUIRED: 1000 SQFT 3ENCHMARK /REFERENCE POINT LOCATION: E.F.E. 11.60' NGVD. ELEVATION OF PROPOSED SYSTEM SITE IS 24.00 [ INCHES J [ BELOW ]BENCHMARK /REFERENCE POINT ME MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: 'URFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO JELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT 3UILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 9.6 FT LTE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO 0 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 10 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth Munsell # /Color Texture Depth 10YR -S /2 -C RX Sand n to 14 10VR_5 /2_C RX Sand 0 to 14 1QYR- 5 /1 -GY T.nam:y CaarsP 14 to 7-7 1nVR- 5 u -rly T-CZFPmy rnaCgP 14 to to to to to to to to to to to to to USDA SOIL SERIES 15 Urban land USDA SOIL SERIES 15 Urban land )BSERVED WATER TABLE7 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ] , STIMATED WET SEASON WATER TABLE ELEVATION INCHES [ BELOW ] EXISTING GRADE. 11GH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES ,OIL TEXTURE /LOAD ING RATE FOR SYSTEM SIZING: Coarse/0.80 DEPTH OF EXCAVATION: INCHES )RAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) .EMARKS /ADDITIONAL CRITERIA: 'ITE EVALUATED BY BARRY TEIXEIRA DATE: 5/2/07 )H •1015, 03/97 (Obsoletes previous editions which may not be used) Stock Number: 5744- 003 - 4015 -1) (ostds eval 4015 -3] Page 3 of 3 Inspection Worksheet Miami Shores Village " 10050 N.E. 2nd Avenue Miami Shores, FL ONO dO Phone: (305)795 -2204 Fax: (305)756 -8972 f��Vr Inspection Date: 0110212008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Underground Rough Owner: CARABOTTA, RAYMOND Work Classification: Addition /Alteration Job Address: 166 92 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: MAXIMUM PLUMBING Phone: (954)943 -7575 Building Department Comments PLUMBING, GROUND ROUGH, OVERHEAD TOP OUT FINAL FIXTURE SET. JAN e for omments Passed Failed F] Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. R Friday, December 28, 2007 Page 2 of 2 Permit No. PL -8 -07 -1729 Miami Shores Village M Permit Type: Plumbing - Residential v 10050 N.E. 2nd Avenue t Worts Classification: Addition /Alteration Miami Shores, FL 33138 -0000 Per Permit Status: APPROVED oR � � Phone: (305)795 -2204 iv Issue Date: 915/2007 Expiration: 03/0312008 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 RAYMOND CARABOTTA Miami Shores Village, FL 33138- Block: Lot: Owner Information Address .......... Phone cell RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI FL 33127 Contractor(s) Phone Cell Phone Valuation: $ 1 5,300.00 MAXIMUM PLUMBING (954)943-7575 (954)275 -0978 Total Sq Feet: 0 Type of Work: PLUMBING FIR ADDITION Available Inspections: Type of Piping: Inspection Ty Additional Info: Final Bond Return: Heater Classification: Residential �n Water Main Lavatory Tap Out D E C i + Water Service x ®EC � 3/A 2007 �° � Re Pipe M IAMI `� �� `� Underground Rough MIAMI SHORES VILLAGE Main Drain Fees Due Amount Total Amt Paid Amt Due CCF $9.60 Education Surcharge $3.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $535.50 Scanning Fee $3.00 Payment Type: Technology Fee $13.39 Total: $564.69 0 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 September 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, September 5, 2007 1 Miami Shores Village VIED Building Department 7AUG 1�,s 200 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972' BUILDING Permit No. V PERMIT APPLICATION Maste P ermit No.1p� FBC,2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) N14 4 Phone # Owner's Address 1616 N6 q.. ' 3- City _,AKi 3401cf 5 State fi- , Zip 33/,3 Tenant/Lessee Name Phone # 305-'? 75 -M90 E- MAIL: w' Job Address (where the work is being done) t66 A�6_ �a City; Miami Shores Villa ae County Miami -Dade Zip FOLIO /PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ff "IHeA PC 0A,6 f;Mg SAt. Phone # 9SV - 7.5 7 S Contractor's Address X33 wo r" Mel. S ,eol 64y City &RA.4)0 & Aey4 State ri Zip , 330b9 Qualifier Name looa+s T�l iP NG Phone'# }SY 1 7 Y3 -?57 S State Certificate or Registration No. Certificate of Competency No. e i -e- /V.2 7190 E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ K 049. ev Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration J4New F! Repair /Replace ❑ Demolition Describe Work: RA Z 0 �-^ - v 7- - j afr ae��a a a a�air aaaa rfr et * * #is eY eta et *le *ik f:a ** Fe s * *air aaa:tiea aa * *9r,t�sta ek daaaa aa� #aa *a§elrstr+h 4t'r,t Submittal Fee $ Permit Fee $ f . g-O cc $ ID Notary $ Training /Education Fee $ C,V Technolog Scanning $ DPBR S Bond S Ood t Double Fee $ Structural Review. S1 �� Total .Fee NoY Dow- a Ua'i='i : . v See Reverse side -> viLLAAE 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 Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of rd,4)F , 2007 , by DWCO -A5 'T.4Pc who is personally known to me or who has produced who is personally known to me or who has produced l MW fty As identification and who did take an oath. Cc�t 0cOW as identification and who did take an oath. NOTARY PUBLIC: i� NOTARY PUBLIC: All ��'►�r P�,, MICHAEL VARGA Notary Public - Stole of Flodda '_"Cony hdon80wDec3,2007 Sign: Sign: 61 a „�' Print: WndedByNaMnalNowAssn. Print: iew,4IFL (1f1" My Commission Expires: My Commission Expires: 1,;�3 /07 ��r: �* �* �* �**, tt, �, r�*; �� * * *a *,r�,r *�t;�,�a *,� * *� *,a , ��a�, x* �* �* �** �* ��, ��aa��xa**, a* sr* ��, �+ a��asx�� + «a�,►�,e�,��,��aa�r *,�,ar� APPLICATION APPROVED BY: G t� Plans Examiner Engineer Zoning (Revised 02/08/06) PAGE OF NE 92n Lr ` TREET Q 75' R c r� F� +�► 20' ast�ri Air S UR VE Y R S- INVOICE # 06 -28332 i,?{ rg�t �°• ` l/ .. AL PROPERTYADDREM. K PPER 'n 166 NE 92 STREET, MIAMI SHORES, FL. 3313$ , PARKWAY "? ^- LEGAL DESCRIPTION. LOT 6 &7, BLOCK 24, OF "MIAMI SHORES SECTION No. I" - - LICGTIS @" 11ft i 8! 6677 ACCORDING TO PLAT BOOK THEREOF AS RECORDED IN PLAT 100.QQ�CR &M) BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI-DADE • 14 on•(P) PH ONE: (954 ) 777 -4747 • FAx ( 95 777- COUNTY, FLORIDA ° .A' ' °• ° • . •a . + :.. 5' CONC S W <. x145 4 (AA) / o a �, a 5950 W. OAKi.AND PK. BLVD. SurrE 108 LAUDERHiL t , FL 33313 /`� _ ., MD 1/2' iP / �' LEGEND L LEAL NO 10 °f ° o :FW le2' IP M ^MEasuRED +*� ° ASPHALT =�;, " I 0 ID I 1 OHC OVERREAD POWER GABLE m ORIt WAY ; ; : . ` t BLOCK ( -� -� DENO ES FENCE LINE - OFFicIA REcoRDS BOOK N N to ONE CORNER { /�f- --jf- DENOTES WOOD FENCE LINE P -P { Z LOT 1A31X 24 1 `�. � DENOTES F_LEvAnoN SITE PG POINT OF CURVATURE U° FND NAAAdXSK t t t `.: PGG ^ PONT OF COMPOUND CURVATURE NO ID PCP - P ERMANENT CONTROL Po1NT Ii ABBREVIATIONS PK - PARKER KALoN NAIL GAR = 9. 17. 80 .: Q.O' ! AL ARc LENGTH ! Tj' - PROPERTY LOVE C o CENTER LINE POB ^ PONT OF BEGINNING W CON o O O• G F - CALc FROM FIELD MEASURE POC - POINT OF COMMENCEMENT ENT - CALc FROM REcono INFO PRC - P ONT OF REVERSE CURVATUR£ LOT 8 �� o ° " ` `:< DB - DEED BOOK PT POINT OF TANGENCY 23.0` f DE - DRAINAGE EASEMENT R/W - RtaHT OF WAY SIC 24 J t DIVIE - DRANAGE NIAINTENANC£ EASEMENT RP RADIUS POINT !S - CENTRAL ANGLE SBR - SOUTHERN BELL RISER X — 20.3' ONE STORY m x + EASE - EAS EMENT UE - UTILITY EASEMENT eBS F.F. / ''� - FiNmHED FLOOR W/C - WITNESS CORNER I RESIDENCE FND - FOUND WIN, - WArER METER x FPL - FLORIDA POWER & Low CERTIFICATIONS: C ; 166 x JELL D. CARABt'37'TA 4MF�-- -- = 11.6$ o �oTS 7� /sEx 2� f NOTES cd AMERICAN FIDELITY TITLE % "' 1301 t , k s ^ 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO ATTORNEYS TITLE INSURANCE FUND, INC. ( j 10.0' � '; SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFF10E. GENEVA MORTGAGE CORPORATION j t 1C> 3' � : •. •ctn • Of IT'S SUCESSORS AND)OR ASSIGNS �v 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN t OCATED EXCEPT AS SPECIFICALLY AS THEIR INTEREST MAY APPEAR 29.7 3 ?_O` r ' T' S HOWN. O �, UNDER v !n 3. ELEVATIONS ARE BASED UPON NATIONAL GEODEnC VS:MCAL DATUM 1929 (N.G.V.D.1929). F " _ ... CONS"WcTiON C4 FLOOD ZONEINFO: � % 4. FENCE TIES ARE NOT CENTERLINE OFFENCE. COMMUNITY # 120652 LOWEST FINISH FL: 11.60 S. 1N SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE PANEL & SUFFIX 0093 J GARAGE EL: 9.21 N CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIIAE9SIONS SHALL HAVE PRECEDENCE L 10.5'— types ILL FLOOD ZONE X N/A 20.fi �It DATE OF FIRM 312!94 21.5' WALL OVER SCALED POSITIONS. 30.0 g 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD BENCHMARI{ # G S-3R ELE= 8 b8 M INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE WELL•IDENTUM FEAMM IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN .:;~ • s' . 7. DATE OF ORIGINAL FIELDWORK (� - j l.A ^�}{p ESTIMATEDHORr7. NTALPOSMONALACCURACYOF 0.10 rfA x BASIS OF BEARING ! y $. UNLESS OTHERWISE SPECIFIED, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION NOTE: CERTIFICATION ISUNDMWOODTO BEAN EXPRESSION OFPROFES .SIONALOPINION V LOT 7 y - MEASURED A GI ES PURPOSES. . BY THE SURVEYOR AND MAPPER, BASED ON THEIR XNOWLEDGE AND INFORMATION AND THAT IS NOT A GUARANTEE OR WARANTY EXPRESSED OR IMPLIED. BLOCK Z LOT 6 $ 9 � BLOCK 24 ` 9URVEYTOBE USED TO OBTAIN PERMESAND /OR CONSTRUMON _ "'; "" `. SURVEYOR'S CiERT��iCi6lTi01�e` b H :.. ° .. •: I HEREBY CERTIFYTHATTHIS B OUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS o n t SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN 0• i CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FidD NAIL % NO ID 1 1 � m % SECTION 472.027, FLIOPIDA STATUTES. � c a : 1 2' N2 ° . » •• x x x x ° ° . -0 — ' � F BEARINGS, IF SHOWN, ARE BASED UPON AN ASSUMED MERIDIAN IDMERIDIAN -- '=L x x x x x t f j a } AND REFERENCE ON ' f AL}EY •" 300.00'<R &M) 12/13/07 SPOT SURVEY NEW ADDITIONS William B. Groover, Professional Surveyor & MaAper Florida Regtsuation No- 5190 ,ADDED ELEVATIONS FOR SEIMC PLAN 7/31187 _ (not valid Without the signature and ori ginal oOI Copyright 0 2005 All County Surveyors, Inc. I/28108 ADDED ELEVATIONS TO NEW CONSTRUCTION AREAS Florida Licensed Surveyor and MaPiO snc, 4 Midmi Shores Village C f qY,) t (2- Building Dep artment t 10050 NE.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 755.8972 , BUILDING Permit No. c �� -- 6 PERMIT APPLICATION O CT 2 3 2006 er Permit No FBC 2004 _�`' B Y - - - -- Permit Type (circle): Buil ' g Electrical Plumbing Mechanical Roofing Owner's Nam (Fee Simple Titleholder �J� a so n cr et Phone # r d �� to Owner's Address kk.R.l.p City � l fC°_2 State Zip ) Tenant/Lessee Name �� A- Phone # I Job Address (where the work is being done) U,5P (10 ° 2- _ - City Miami Shores Village County Miami -Dade Zip �v j FOLIO / PARCEL # Is Building historically Designated YES NO ''` D Contractor's Company Name E t aC r Phone # Contractor's Address _ City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) - Phone # Value of Work For this Permit $ �i c, (� 6uare / inear .Footage Of Work: 1 Type of Work• Addition OAiteration ONew O , Repair/Replace 0 Demolition Describe Work: P n ` V qitA ( Alt I Submittal Fee $ 2 0 Permit Fee $ CCF $ O/ Notary $ Training/Education Fee $ 2E ( Technolo Scanning $ Radon $ ( DPBR $ a `o � ni � Bond $ Code Enforcement $ Double Fee $ �. 6 2001 Structural Review. $ PP + PW 4 4'4• f f�U Total Fee N(M A r 1'Vlu'°4�Y� c 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..... OWNERPS 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 persona 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 rehupection fee will be chapged - _- _ --..- - -- -.� «.s..a rc uprrvrca- a. wr.: r., r ci ra�7m i.�CG WI°17-cnar eZl - Signature ° Si g ature - tia Owner or Agent Contractor The foregoing instrument was acknowledged before me s The foregoing instrument was acknowledged before me this day of � , �p by day of . 20 by 1 �, � th , who is personally known to me or who has produced ® who is personally known to me or who has produced _ ��►►.. as *d en tiflcation and who did take an oath. NOTAP,y PUBLIC: UBLI $ERrvr. K Si o Nutary publIc State of F ��xprr®9 Air t � Print 'nt comma My Commission Expires: i j - zo l® : N AIR APPLICATION APPROVED BY: Sam 1 104,6S (�A tAA; ,0 4 Plans Examiner Y Engineer 1:01,t V AZW Zoning (Revised WNW) 1 PERMIT # w. CONTRACTOR: r � SUBMITTAL DATE: l o a RESUBMITAL DATES: co` Z r)41) 0 110 - 7 4��g - PROJECT TYPE: L 2 k ZONING FIRE X 16 I04. KQ, _767 STRUCTURAL Is + `r IMPACT FEES EL TRICAL HRS /DERM PL NOC MECHANICAL BLDG M U)04i 4 VILLAGE OF MIAMI SHORES NOC I (Xittl ol OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 9 Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial t✓' 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code.. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or, give advice on how to meet code —% only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate`any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this day of 59E 20 By aytis j J_b �-17 - pfi who was personally known to me or who has Produced there License or L (C. 7 as identification. #DD 4*995 MyEXO X20, p ��'.Qbi� " "rRiu�`�� BetdsdT��O�Np Permit NO. RC -10 -06 -2632 Miami Shores Village M Permit Type: Residential Construction ti ' 10050 N.E. 2nd Avenue Work Classification: Addition Miami Shores, FL 3313 8-0000 Permit Status: APPROVED Phone: (305)795 -2204 ®��fl Expiration: 03 /03120 Issue Date: 91612007 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 RAYMOND CARABOTTA Miami Shores Village, FL Block: Lot: Owner Information Address ...._ __... Phone ._ cell . ... . .. .... RAYMOND CARABOTTA 3466 N MIAMI AVE MIAMI FL 33127 Contractor(s) Phone Cell Phone Valuation: $ 11 2,260.00 HOME OWNER Total Sq Feet: 1871 Approved: Available Inspections: Comments: Inspection Ty pe: Date Approved:: Second Floor Slab Date Denied: Spot Survey Type of Construction: ADDITION Occupancy: Single Family Framing Stories: NA Exterior: NA R ake Beam Front Setback: 25'1 Rear Setback: 42 Shutter Final Left Setback: 10 Right Setback: 10 Trusses Plan Submittal Second Floor Tie Bond Beam Bedrooms: 4 Bathrooms: 3 Shutter Attachment Plans Submitted: Yes Certificate Status: Wall Sheathing Certificate Date: Additional Info: Drywall s crew Bond Return: Classification: Residential Final PE Certification Stem Wall Footer Fees Due Amount Total Amt Paid Amt Due Final Building Bond Type - Owners Bond $300.00 Fill Cells Columns CCF $67.80 $ 250.00 $ 250.00 $ 0.00 Window and Door Buck COICC Fee $150.00 Correction Resubmission Fee $250.00 Payment Type: Credit Card Roof sheathing DBPR Surcharge $9.36 Footing Education Surcharge $22.60 Roof Trusses Permit Fee - Additions /Alterations $3,367.80 Plan Review Fee (Engineer) $60.00 Window Door Attachment Plan Review Fee (Engineer) $60.00 Tie Beam Bond Beam Plan Review Fee (Engineer) $60.00 Termite Letter Radon Surcharge $9.36 D Density Scanning Fee $48.00 Wire Lathe Submittal Fee ($250.00) r Technology Fee $84.20 �� oa �o Floor Trusses Total: $4,239.12 A K tJ Slab Insulation MIAMI SHORES VILLAGE 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 September 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, September 5, 2007 1 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC -10 -06 -2632 Owner Address: Invoice Number: RC -10 -06 -26517 3466 N MIAMI AVE Applicant: RAYMOND CARABOTTA MIAMI, FL 33127 Company Name: Job Address: 166 92 Street NE Miami Shores Village, FL Date Payment Type Check Number Amount Change Thursday, September 6, 2007 09106/2007 Check 2158 $4,239.12 $0.00 Total Payment: $4,239.12 Page 1 of 1 4 t Miami Shares Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit Non FBC 2001 Permit Type (circle): : :.Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ..JiLi4_ -Cj A x_40 .. Phone # ._....._....._.._..__.._. ____._._._ Owner's Address � *2 City Mlftl 5iwM State ft— Zip 'Y Tenant/Lessee Name Phone # Job Address (where the work is being done) t fi4JE City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO v Contractor's Company Nam # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) _ _ __ Phone # S Value of Work For this Permit Z Al 0 is C=> Square Footage Of Work: y Type of Work: S2Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: , n !os )- 4 Gd Submittal Fee S Permit Fee S CCF S Notary S Training/Education Fee S Technology Fee S Scanning S Radon S Bond S Code Enforcement S Structural Plan Review. S Total Fee Now Due S (Continued on opposite side) VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: aAW ^ DATE: ADDRESS: IZ, Lo Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or tw6- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under supervision and must be employed by you, which means that you must deduct F.I.C.A and withholdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial � �. 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial j �� 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —: only if the structure meets the mmunum -code. FUi {, ,. i-JAC,OW initial s 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial 6.. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 4., 7. I understand that if any person gets injured on my construction project–they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial e- 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial L Wa.s acknowledged before me this day of 20 �— was personally known to me or who has BY who Produced there License or 'SO as identification. T I OWN R NOT Y onHa „ W” $T. F BM Mff 16, s, y rra Gown # W MM Bonded By NaWW Nary Assn. OR 193 G, .RIM, I ..,,.t" cctmc Shorej Vil e 10050 N.E. SECOND AVE. �i0R1DP MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DAVID A. DACQUISTO, AICP `! PLANNING & ZONING DIRECTOR 5 DEVELOPMENT ORDER File Number: PZ06 -0824 - 07 S Property Address: 166 NE 92 St. Applicant: Raymond and Jill Carabotta (Owner) Address: 166 NE 92 St. Miami Shores FL 33138 Whereas, the applicant Raymond and Jill Carabotta (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval = garage conversion and addition. Whereas, a public hearing was held on August 24, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Air conditioning unit to be located in a permitted location. 4) Color -Thru tiles to be utilized. Page 1 of 2 Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 24` day of August, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis . Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes Date Ch an, Planning affd Zoning Boar Page 2 of 2 9� ? t , CIT-Y nihly�11 ' am W ice' Miami Shores Village UOPY Building Department 10050 N.E. 2°' Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -2632 Job Name: Addition for Carabotta Res. February 16, 2007 Page 1 of 3 Building Critique Sheet NEW REVIEW ON NEW PLANS . Correct comments from Structural and Electrical reviewers. N2. Truss plans and engineering are to be signed and sealed by the P.E. who prepared them and reviewed and approved by the Designer of Record, before submitting them to Building Dept. Provide 2 sets of signed and sealed Elevation Certificates. Tans are to show location of the proposed septic tank and drainfield. Product approvals submitted are incomplete: • Provide cover page for garage door Florida Product Approval. . • Provide a current Mullion Product Approval, one submitted expired on 1/25/07 • Product approvals for garage side door and cabana bath have not been submitted. ubmit permit applications from the. Septic Tank, Piling ancTRoofing Contractors. . As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the`building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in ., ,, s tructural alteration" � . Plans must be submitted to DERM, ] jRS for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. v f v t 9. Provide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry & Truss Inspections. (See attached form) Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 1030 106 , epy 1 1 ■m uu.M Jays �ORIDA Miami Shores Village Building Department 10050 N.E. 2° Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -2632 Job Name: Addition for Carabotta Res. October 27, 2006 Page 1 of 3 Building Critique Sheet of." Desi n and Wind load statement on plans to be as per Florida g P P Building Code 2004 and its 2005 Supplement. (Not FBC 2001) See FBC section 1620. a Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. 3. Address comments and corrections from Structural, ,�. O and Electrical reviewer. ® • Provide 2 copies of original surveys, 3 copies of Energy Calcs, and 2 copies of original elevation cert>< ca e Submit permit applications from the E ectr><cal, Mechanical, jDemobWQ;.� Plumbing and Roofing Contractors. ltiG ,t9 As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" -f44 Plans must be submitted to DERM, HRS for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. p a 8. Provide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry Inspections. 'isee attached form) . Uplift values and strapping information for pre - engineered trusses on Sheet S -5 are incomplete. Architect of record shall provide all uplift and straps required for all trusses on the ,. ,,permit drawings. O.Plans are not signed, dated or sealed by the Architect of Record. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 -795 -2204 :. •t ':' .'. .. •• • 3 -27 -07 Carabotta Residence i i • • • • • ' 166 NE 92nd Street Miami Shores, Florida .... . .. ... .. ....... ww •. Permit #: RC -06 -2632 • • •,' i i '.' i i iw• •• Structural: See sheet S -1 for note referring to soil report for grout injection. See approved truss drawings, attached. See revised wind speed designation on structural calculations, attached Building: Comments from structural and electrical reviewers have been corrected See approved truss drawings, attached. See signed and sealed elevation certificates, attached. See sheet SP -1 for septic tank, drain field, and reserve field locations. See attached product approvals. Permit applications to be submitted. See attached engineering evaluation for structural adequacy. Plans to be submitted DERM. See attached special inspector forms — attached. Electrical: See Sheet E -1 for smoke detectors in existing bedrooms. See Sheet E-1 for dishwasher receptacle located under sink. See Sheet E-1 for complete load talcs for Panel B. Plumbing: See Sheet P -1 for 3" vent through roof at washing machine. See sheet P -1, and P -2 for plumbing and water lines coordinated with civil plan. t Miami Shores Village g Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; �JZ) 2- DATE: % Contractor N Owner o Architect Picked 2 sets of plans and other} Address: �(� i q zs f From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by PERMIT CLEARK INITIAL: RESUBMITTED DATE: v PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: ® DATE: I , ❑ Contractor Winer ❑ Architect Picked up 2 sets of plans and (other) Address: t(' P C7 c l From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 1 PERMIT CLEARK INITIAL: RESUBMITTED DATE: 4 , PERMIT CLEARK INITIAL: C-FN 2006RI16!T-i OR Bk 25053 1='9 3150; (Ips) NOTICE OF COMMENCEMENT RECORDED 10/30/2006 13:52:26 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE PERMIT NO, TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information I is provided in this Notice of Commencement. 1. Legal description of property and street / address: 5 Z P40 1 - 51 - 1 53 4 1 Z. IMIAMI 5_kta:� _51sr 1. F PN i C�-_ 46 1pf tb 4 J-O 12. & I ccc zt 2. Delcription of improvement: W�'�a^j j TV qoo1 fY7A-%Tz_(R,_ 3. Owner($) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: eA I a x-z 6. Surety: (Payment bond require by owner from contractor, if any) Name and Address: ki 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Si na uht@f Owner Print Owner's Name I_J_,# AWd6p #X-2 by bwA I raq Swom to and subscribed before me this ff/ay of 20 lu ff V* Address: Notary Publi �kok � Utjkln QW51 Print Notary's Name: A-AAQ i i i . - rz_ My commission expir 6W= M" 1. 20 c 0 W 65 !4743�2] 0y - W 00*111140 Miami Shores Village Building department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date Trz�'ss �� STRUCTURAL CRITIQUE SHEET /or�r ? 5 e 5 « ::� e-7 in e, ee fi'y 4 ° C �� g ,'-, _ o /PSG y �'OlP ��" 2`� SAl ? 09 17�L Y° t� °?• !/1 b e4j4 ".0 es� Gc lam°! o f p Y ®VQ� , e SfA y�tia1` 7�( Y � Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OG " �� -1 Job Name �Qi"a�6 #W Date �- �13,/p 7 STRUCTURAL CRITIQUE SHEET a k7 ei G�P�Ys ZYS /�►�'^- �� 3 r ll� t; rL � fl�l5 .��.l.�l/''�- � P✓1�1T �se �� Ltlrtc�Q�l Grt �' /��r. Sec rl 1; n 9 - Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Job Name ELECTRICAL CRITIQUE SHEET � Cal Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No, 06 r Z 6 3 ?. Job Name C ar-a h pt a Date 8- 144,0/6 0* Ad *'n . STRUCTURAL CRITIQUE SHEET -Z V s` •s -s ew .eat , !/ t�I >� • �r��ra�e .sfr>~+°�g�'h ire �lo�►� s1�2bs �s 2 5�U psi - `rJo�� r'nq ,0 '�Yk e or mW e of in ex f etlar -walls - Ct& coele . 41'4 al lef caeAc n_ �/ 5 �!eeLV ®/men <'•� a 600� 0,0~ r e fljlres T e. al each .D'taganal mall of r` ol/. 6 -x heeds mote K40 "o•c. Met a 7 ark' sl e escrtt��a n 0,4 Gar. poor r Afo. 8) is /rrGorreG�. 5 ssc�s��, of r ®ai fD fAUw re la��a�she,� o "A'rdsr �rr�s� �a.�' �nGlcrr®l rz� ✓s� e-s. over emer ?"a Om. 77-v$ Buss' mZ4s/ &�e a c,&h c, ` -e- A or bcarinq wall hof sage- r' a, exfer�rer w� <1s.1 u/he s Of r 1•s V7- a1rya.ge ? C414i e44 u 1;4CI a ll &V ieO l Truss 11 ~mmcd ablc en I &/' v wepniR eol .42 codes d elz �e ®e. 23 /® -7- oh s�• � • � t 2 S'u�na Wdr�d lead c�ck �' � /GOptdi _ r✓� els, 9�r�e Boar, ems. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -_ -- Permit lie:_ Job Name /�' ELECTRICAL CRITIQUE SHEET �°✓'� ��i �y` �.0 ®� --�=' �` �c"e �•�' der` �'�,� a'� "we 1-1.A e- f,� �� d -F j°c ct )'O'S .-'O' W41 Wl m/ 5PX:1�// ®� z�l� ore %> � G� c�� f � ,?•fit i.®✓,� Miami Shores e Villa g Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; oo "- Q7j�, DATE: 2- 21 -6 7 Ta tt cct r C' V6 q..) Q Contractor KOwner ❑ Architect Picked up 2 sets of plans and (other) Address: � U U NC "t 2" From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by. PERMIT CLEARK INITIAL: RESUBMITTED DATE:. I ti PERMIT CLEARK INITIAL: f M Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: z&.3 Z— DATE: /D I, c ems' antsl A/ o contractor Owner ❑ Architect Picked up 2 sets of plans and (other) �� Address: 1��2 !`•'t From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: 04/10 }2007 12:06 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES I�j001 * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TMIRX NO 0148 RECIPIENT ADDRESS 83056775018 DESTINATION ID ST. TIME 04/10 12:05 TIME USE 00'23 PAGES SENT 2 RESULT OK ��. =gas �ertairt 10050 NE 2nd Ave ` 0 Miami Shores, FI 33138 Phone 305 - 795.2204; Fax 305. 756.8972 www.miamishoreWilage.com FAX TRANSMITTAL COVER SHEET DATE: APR 10 Z T0: FAX U-)` - - 'L'A-j FROM: VIVIAN CUBILL.OS FAX (305) 756 -8972 Number of pages including cover: Importance: normal ; urgent please reply _; review ,_; recycle MESSAGE: lx�e2 jkj 1 (4)'11 -NAII Mrl l eou'm� M -va) V�P)eA 40 Ar/ Aff I - 1A010A cgmum� fyTyn CkgAn •�U s� fled a�sus 10050 NE 2 "a Ave Miami Shores, A 33138 ``. Phone 305. 795 -2204; Fax 305.756.8972 wwwr.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: 1 a 2007 T0: 9d1A FAX `J - C� 7- 50 1 � FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: b Importance: normal,; urgent _; please reply _,; review _; recycle _ MESSAGE: S dfk bul Nn) =140 VI) IA0A ho sob -a--�40A 1n s Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk Permit No. EL- 6 -47 -1 337 s�oaes Miami Shores Village o t Permit Type: Electrical - Residential ., 10050 N.E. 2nd Avenue Wort< Classification.- Addition /Alteration :Per I " „ I Miami Shores, FL 33138-0000 Permit status: APPROVED `w� n Phone: (305)795 -2204 xt "otiio Issue Date: 9/612007 Expiration: 0360312006 Project Address Parcel Number Applicant ............... .._............, ........ __..._... _. 166 NE 92 Street 1132060133250 Miami Shores Village, FL Block: Lot: RAYMOND CARABOTTA Owner Information Address Phone Cell JILL JOHNSON Contractor(s) Phone Cell Phone $ 20,900.00 Valuation: S&R ELECTRIC (954)935 -0900 Total Sq Feet: 0 Type of Work: ADDITION Available Inspections: Additional Info: Inspect Type: Classification: Residential Final Relocation Alteration Underground Rough Meter Box Fire Alarm Service Change W W. Fees Due Amount Total Amt Paid Amt Due CCF $12.60 Education Surcharge $4.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $731.50 Scanning Fee $3.00 Payment Type: Technology Fee $18.29 Total: $769.59 3q A 0V 0 5 PAID MIAMI SHORES VI LLAGE 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 September 05, 2007 Authorized Signature: Owner / Applicant I Contractor I Agent Date Building Department Copy Wednesday, September 5, 2007 1 Miami Shares Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D �� '� Permit N0. 101_ r65 PERMIT APPLICATION JUN 2 6 2007 aster Permit No. Y° - 06 aG FBC 2004 Permit Type Electrical BY Owner's Name (Fee Simple Titleholder) PkRA'- b0�rTA Phone # 305 _n j - CoFsc) Owner's Address _ Q)G -� .E- gavm T City �7= v_zs5 State Zip Tenant/Lessee Name Phone # E- MAIL: Job Address (where the work is being done) E a " ST. City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 5 j ?k E LECTIW l C Phone # (9,54) 9 3S Contr ctor's Address City 4W0 State t'L Zip 3 _30G9 W� FI TWE9zM-r� (( C � Qualifier Name Phone # ( 5 - I a J 5 - 0 9 W State Certificate or Registration No. C, -OW19 ®1 Certificate of Competency No. E - MAIL: hlf0 ® 5gq = ECG'Q � CsO� Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _L �00 Square / Linear Footage Of Work: i Type of Wbrk: t4Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: ��I��.. EtJEQi 'R t C RR nIEUl "017`1._Qj\) 5F,Q Submittal Fee $ Permit Fee $ `l' �l � � CCF $ ' ``' Cotefi _ Notary $ Training /Education Fee $ 4-n Technol e Scanning $ 6! Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ - - - -_ - -- Structural Review. $ Total Fee, See Reverse side -� W9 9° a 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged befor�me this day of , 20 _, by day of MQc , J , 20 v �' by i G' who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC. NOTARY PUBLIC• a ° pv &'� LM 0. CMSM#DDVM EXPIRES: October 30, 2 Sign: Sign: ..�; U,. (� � `�9 F �,aP�� P 8or�11iwBud�tNobrYServtas g ^^ u Print: Print: U L 0 G b RJ CA My Commission Expires: My Commission Expires: xxxdexxocxxsYxxYxxxoYxxx9c kiex &xxueexdede h Yx aY$ex'exxuaY 9e�xeexxxxYvY a4 eYa sexYxx9r oe dexxx &xxeY &kx4cxx4: nc aYxa4xeexdz de drdr se xxxxdz aYx sB stxxa'- xxwuYde i APPLICATION APPROVED BY: Z,/ Ge.-ea-:j fans Examiner Engineer Zoning (Revised 02/08/06) ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE I ITEM UNIT FEE BATH TUB SWITCH OUTLETS 35 SPACE HEATERS DISHWASHER LIGHT OUTLETS 51 ICENTRAL HEATING DISPOSAL RECEPTACLES 42„ A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS 300 DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS } PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP r UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER IWATER HEATER i U.F. PRESSURE VESSELS SINK. POT /3 COMP. IMOTORS 0 -1 HP ISTEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET IMOTORS OVER 5 -8 HP ITRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP JELEVATORSIESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP IFIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER JAIR CONDITIONERS HEATER -NEW INST. ISTRIP HEATER HEATER - REPLACE IGENERATORS TRANSFORMERS LAWN SPRINKLER -WELL lGENERATORS TRANSFORMERS SWIMMING POOL IGENERATORS TRANSFORMERS WATER SERVICE I SPECIAL PURPOSE SEWER CONNECTIONS IOUTLETS COMMERCIAL UTILITY -SEWER ISIGN TUBES UTILITY -WATER ISIGN TRANSFORMERS SEPTIC TANK I SIGN TIME CLOCK RELAY IFIXTURES FAINFIELD, 4" TILE/RES. JANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. IVIOLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 G Inspection Date: 11/0612007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: JOHNSON, JILL Work Classification: Temp for Tesrf , Job Address: 166 92 Street NE 4F jrel,Ct ©y Miami Shores Village, FL U0000 Phone Number Parcel Number 1132060133250 Project: <NONE> Block: Lot: Contractor: S&R ELECTRIC Phone: (954)935 -0900 Building Department Comments TEMP FOR TEST NOV 07 Inspector Comments Passed My Failed El Correction _ Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, November 5, 2007 Page 2 of 2 Permit No. EL -6-07 -1338 Miami Shores Village M Perm# Type: Electrical - Residential 10050 N.E. 2nd Avenue Work Classification: Temp for Test I.- Miami Shores, FL 33138 -0000 ' Permrf Status: APPROVED E Phone: (305)795 -2204 Issue Date: 91612007 Expiration: 03603 1200 Project Address Parcel Number Applicant 166 NE 92 Street 1132060133250 Miami Shores Village, FL Block: Lot: RAYMOND CARABOTTA Owner Information Address .... Phone Cell JILL JOHNSON ................... _........._... Contractor(s) Phone Cell Phone Valuation: $ 500. S &R ELECTRIC (954)935 -0900 Total Sq Feet: 0 Type of Work: TEMP FOR TEST Available Inspections: Additional Info: Insp Type: Classification: Residential Final Fees Due Amount Total Amt Paid Amt Due CCF $0.60 - Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $100.00 Scanning Fee $3.00 Payment Type: Technology Fee $2.50 Total: $106.30 1� 3 MIAMI SHORES VILLAGE ag 0 ° PAM 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 September 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, September 5, 2007 1 Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING X( TET Permit No. V107 - PERMIT APPLICATION JUN �9�7 seer Permit No. Rc - OCR �6 3a, FBC 2004 BY :..__.. -- Permit Type Electrical ..... Owner's Name (Fee Simple Titleholder) C ,g b-:30 Phone # 305 9�S "� Q Own n e ' r's Address` 1 ��p . �, •� a �' City 1"11�N11 V�l,� State �L • Zip Tenant/Lessee Name Phone # E- MAIL: Job Address (where the work is being done) �GQO q E, �duD ST City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company p Name CG1 � ��C Phone # q G q- 13 S - M Q0 Contractor's Address i (05 t 15T NJ E City pwo 1 �j � j' � State_fL . zip 33QG'! Qualifier Name 5-�A" TZ45E -94 A.Q Phone # State Certificate or Registration No. E, cwa5� ® 1 Certificate of Competency No. E -MAIL: -com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 5 Square / Linear Footage Of Work: i Type of Wbrk: KAddition ❑Alteration ❑New El Repair /Replace F1 Demolition Describe Work: - FE—Meng, PC) j, e daxF sY dexiedexxxde a��xsY�x4t aY tF &xtiex& 9taYoYxaY 9F oY 4cx$exx4e Fees &se oexirxxxa4xetxxoY st 94 aY�x &Yae dt 4e &dc dexYx4ex9: de eFxxxx4xxvkx Submittal Fee $ Permit Fee $ / r!0® CCF $ V O C Notary $ Training /Education Fee $ Techno �0N Scanning $ Radon $ DPBR $ r Zoniuug $� Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee No $ 'V' NI� ve �d See CA MA MIV 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2PJ day of , 20 _, by day of MQ1 20 QI by _ � Qtkn 11 jt r l who is personally known to me or who has produced who i personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC• �':. °4 c ULZAC• GI-M * * W CWutId15Sl0N # DD 3M6 EXPIRES: October 30, 2008 Sign: Sign: �, �, Bonded ftBuc�oMRserotess Print: Print: U C' . G :1, My Commission Expires: My Commission Expires: aY Y 9: xxxxxa�a4 ak dc$eY aYx &xxeY dcxx9exeY sYxxY aF oYx &vk nYxxoY aYx &udnY icxxxxdcxxd• oYxxBcxae$ xaY eeaY aY eYxsc akx$e 4exdexxxxnY aexaY sYxeY eY eY nB�xx xvYxxxeb oY eYxxxsY s4xetx APPLICATION APPROVED BY: C .740 ✓4 /�'&®lans Examiner Engineer Zoning (Revised 02/08/06) I i i ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP I ISERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN JABOVE GROUND TANKS SHOWER IWATER HEATER I U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP IFIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP ICOOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP IVIOLATION A/C UNIT I IA/C WINDOW IREINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE ISPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY-SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILEIRES. JANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING 2JAjvr 14 1. C Y ►a Miami Shores Village Building Department APR 1 9 2UO7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 11 . * Tel: (305) 795.2204 Fag: (305) 756.8972 Y. - -° BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle). wilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �4`C (_- tzgA t3 tT Vq Phone it �'G Owner's Address (p Lo mC City fY L z � Wve. -) State Zip 3 t Tenant/Lessee Name _Phone # Job Address (where the work is being done) City Miami Shores Villaie County Miami -Dade Zip –3 3 % 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Q d I 1 . ^ Phone ;# Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of" Work: Type of Work: E]Addtion OAlteration ONew n Repair/Replace ❑ Demolition Describe Work i p Submittal Fee $ Permit Fee $ "'— CCF $ CO /CC Notary $ r""" Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee Structural Review. $ 60. of Total Fee Now Due'$ • Bee Reverse side Y • .D 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 standairds 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 1$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. Signatur Signature owner or Agent Contractor The foregoing instrument was acknowiedg efore me this The foregoing instrument was acknowledged before me this day of 20 by day of . 20 , by who is piersonally known to me or who bas 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: A 5 , G Sign: �0 Sign: Print %1 �! cSG1'�t �' ��5�� Print: My Commission Expne . °4 o� ° ®° My Commission Expires: APPLICATION APPROVED BY: / 6 d vt cmkis Examiner Zi Engineer Zoning. (Revised 02/08/06) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To RAYMOND CARABOTTA Invoice Number: RC -2-08 -31095 3466 N MIAMI AVE Invoice Date: February 26, 2008 MIAMI, FL 33127 Permit Number: RC -10-06 -2632 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Rwo Date Fee Name Fee Type Fee Amount 02/26/2008 Plan Review Fee (Engineer) Calculated $60.00 02/27/2008 Revision Fee Calculated $35.00 02!27/2008 Scanning Fee Calculated $6.00 Total Fees Due: $101.00 FW 2 7 PAID U4 2C/o .24r Wednesday, February 27, 2008 Miami Shores Vila g Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.$972 �'� '� 2 � BUILDING Permit No. B Y ---------------- PERMIT APPLICATION Mast Permit No. �Cj FBC 2004 Permit Type (circle): uildin Roormg ' Owner's Name (Fee Simple Titleholder) kf U C phone # Owner's Address City ff l nDnel State IF. Zip TenandL.essee Name Phone # o 5 C 1 Job Address (where the work is being done) City Miami Shores Village County Miami-Dade FOLIO ! PARCEL Is Building Historically Designated YES NO _ Contractor's Company Nam Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or R t ` €� ° . Certificate of Competency No. Architect/En ' plicable) Phone # Value of ermit $ Square ! Linear Footage Of Work: T rk• ElAddition [jAlteration E]New [] Repair/Replace ❑ Demolition I ZO �: s1 e4d c ��xx��xx��x��xx�� x ��g xx�sx��x��x��xx :k�x��sx��x Submittal Fee $ Permit Fee $ J C, ° Cu $ CO /CC Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ zoning.$ Bond $ Code Enforcement $ Double Fen $ x C Structural Review. $ Total Fee Now Doe $ See Reverse side r— Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing in trume ac owledg befor me is The', foregoing instrument was acknowledged before me this day of , 2(1;.0 , by � � day of , 20 by who is personally known to me or whi has produc d who is personally known to me or who has produced As identification and who did tak oath. as identification, and who did take an oath. NOTAR UBLIC: 0�4 b��1e►ti�'� NOTARY PUBLIC: Sign: `�� C ' Sign: Print: o� „ ` • •` , �' Print: My Commission Expires: a •., ene � m :� My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised (Y7!10/07) i . . O .... ......... . MIAMI - DADE COUNTY BUIIMIWG:D$ D � � E 11805 SW 26 Stree ''' ' ' • • • • MIAMI, FLORIDA 33175 .. APR 0 4 2007 NOTICE TO 119[IAMI: DADE CO�Ij� OF EMPLOY.1tffMAS �SPE-C L Il�SP QR'UNDER 1(: -------------- THE FL IM BBURDING CODE I (We) have been retained by i�ccc�,. ity ' • ' ' 0. " "• to ' perform steal inspector services under the Florida Building Code 2004 at the • • • • • • • • pr4ect on the below listed structures as of (date). I am a registered atdritett 8r pbfeAidd1 MgWeer licensed in the State of Florida. PROCESS NUPMMERS: ZG 2 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (84404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES > 35FT LONG OR 6FT HIGH 2319.17.2.42 (84409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 {84407.5.4) SPECIAL INSPE NNECTTONS, FBC 2218.2 (4408.5.2) SPECIAL INSPE R II, ACTION, FBC 1820.3.1(R4404.4.3.1 ❑ SPECIAL INSPE , R T UNITS & ATTACHMENTS FBC 1927.12 (84405.9.12) ❑ SPECIAL INSPE R G GHT INSULATING CONCRETE FBC 1917.2 (84405.122) ❑ SPECIAL INS P O R the marked boxers apps The following' . d fain or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. Yule gualicadons shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering, graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. i, (we) will notify Miami Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on. the site for reference by the Miami Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, most be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in aid* don to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer/Architect Name ✓�?G/Z,��✓' ./.�1"v� _'. (P RRM 2 z G Address /f,06 . .�. r uu— Signed and Sealed Phone No. Date: ®7. C:IDOCUME »IIWANCHA 1.w o% mAL. 4- dlTemp\m-2spaiaihspectw*mc)Log.&c Rev. 02!28!02 02/28/2008 15:50 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 xs�xm�xa�x�xexexs�xe�xexexctxac�a� txx� T% REPORT xeaxe �xexe�xaxesexetx�xttx�exe >%�aru��e�x TRANSMISSION OK T% /Rg NO 1773 RECIPIENT ADDRESS 93056775018 DESTINATION ID ST. TINE 02/28 15:49 TINE USE 00'44 PAGES SENT 1 RESULT OA MIAM -DAD COUNTY BUTAMING DEP T E ? 11505 SW 26 Street MIAMI, FLORIDA 33175 APP 0 4 2007 TICE TO 1 -P O 1r F �Tsp P T�q pt$► , _........w___._.md_. `4F f" r� I (We) have been retained by services under the Florida Building Code 2004 at the ►c,. lr CI ..�} to *perform special inspector structures as of - - P 7 - --- project on the below listed Florida. {date). I am a registered architect or professional engineer licensed in the State of �^ PROCESS NUMBERS: �] SPECIAL INSPECTOR FOR PILING, FBC 1522.1.20 (R4404.6.1.20) SPECIAL INSPECTOR. FOR TRUSSES > 35FT LONG OR 6FT HIGH 2319.17.2.4.2 (8.4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) SPECIAL INSPE NNECTIONS, FBC 2215.2 (4408.5.2) C SPECIAL INSPE R IL FACTION, FBC 1820.3.1(R4404.4.3.1 C] SPECIAL INSPE R C T UNITS & ATTACHMENTS FBC 1927.12 (R4405.9.12) Q SPECIAL INSPE R. GH EIGHT INSULATING CONCRETE FBC 1917.2 (8.4405.12.2) ❑ SPECIAL INS P O R ply the marked boxes appiy. The following indi d s firm or ine are authorized representatives to perform inspection 1. 2. 3. 4. "Special Inspectors artilizing authorized representatives shall insure the authorized representative is quaked by education or licensure to perform the duties assigned by the Special Inspector Thte qualicaiions shall include licensure as a professional engineer or architect; g7aduatiort frmorn an engineering education program in civil or structural engineering; graduation frorrr an architectural education prograrrr; successful corrapletion of the AICEES Fundamentals Examination, or registnztion as building inspector or general contractor: F inspection ) will notify Miami -Dade County Building .Department of any changes regarding authorized personnel performing services. ) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami bade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County, The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the avner are in ad Ilion to the rrrandaiory inspections perforated by the Depar!»rent. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my mwrt the intant of knowledge, belief and professio Droiect outlined ali nal judgment those portions of the ne. tha GI..r to ta,.;t Morris A. Shash"* )FX- :: • •:.'. • MAURICE A. SHAS *-P *'V. fl�El- 1908 NW 112 Avenne CORAL SPRING$,;F� X34; � :..:�: •.' � (9 54) 753 :: ": ::: APR 0 4 2007 .. . . . • • • • • • • • -------------------- . . March 9, 2007 TO WHOM IT MAY CONCERN: RE: Addition to residence at: 166 NE 92 St. Miami shores, FL Dear Sir /Madam: This is to inform you that, as per Florida existing code 707.5.1, being that the addition is more than 30% of the total sum of.floor and roof areas of the building, an engineering evaluation and analysis that establishes the structural adequacy of the altered structure has been done by this office. Should you have any further questions regarding the above, please do not hesitate to let us know. Yours ver uly, MORRIS A. Sk SHOtA, -P E- MAURICE A. SAASHOUA; P.E., INC. FL Reg—Nos. EB5251 & 19554 cc: Virtual Design Group1� 4 3 tom. , U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions or;pages ; Expires February 28. 2009 • • •; SECTION A - PROPERTY INFOR MA1:0kC • Fpr Ulyrance Company Use: Al. Building Owner's Name JILL CARABOTTA Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Bob it. • • • � Cptrlpa IC Number 166 NE 92 STREET • • • • • • • • • • • City MIAMI SHORES State FL ZIP Code 33138 • • • ; ' .' ; • . • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Al K U 11- 3206-013 -3250 .. • . . •. *00 • • • • • • • • • • • • • o --- - -- - -- A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL • • • • • •' • • -- A5. Latitude/Longitude: Lat. N25° 51'34" Long. W80° 11'38" • • • • o D 1927 [:1 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AV A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a buildin ' ' q c o ga g , provide: a) Square footage of crawl space or enclosure(s) N/A sq It a) Square fo to o a a e gar g 240 + - sq ft b) No. of permanent flood openings in the crawl space or b) No. of p ane o Pe in attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A wails iip t �V 3 er t g de NIA c) Total net area of flood openings in A8.b N/A sq in c) Total 'fit a o I s b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) B1. NFIP Community Name & Community Number B2. County Name 93 State CITY OF MIAMI SHORES 120652 DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7/17/95 3/294 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139- 0 FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) N/A 1311. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) N/A B12. Is the building tooted Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)4 []Yes ®No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, ARIAO. Complete Items C2.a - below according to the building diagram specified in Item A7. Benchmark Utilized G-S-311 Vertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 11.60 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor IV.A ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) 1V.A ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) R.21 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building R.76 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) R.10 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.68 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Cerfia<cate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009. ® Check here if comments are provided on back of form. Certifier's Name WILLIAM B. GROOVER License Number 5190 Title VICE PRESIDENT Company Name ALL COUNTY SURVEYORS Address 5950 W OAKLAND PARK LVD #108 City LAUDERHILL State FL ZIP Code 33313 Signature Date 9/14/06 Telephone 954777 -4747 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Expires February 28.2009 Federal Emergency Managemw tAgency . • • • • • National Flood Insurance Progre;n :'.': I'npQl rl�: Read the instructions on pages 1 -8. 00* : : : : •: • ; SECTION A- PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name JILL CARABOTTA Policy Number A2. Building Street Address including Apt.,;Ury4,'Suite, anf/oI No.) or P.O. Route and Box No. Company NA1C Number 166 NE 92 STREET ' • * i ' i • * * i 0 - 0 • • • City MIAMI SHORES ;State FL UIP Cbjig 33'(38 • • • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11 -3206- 013 -3250 • • • • • • • • • • • • A4. Building Use (e.g., Residential, ISon•Aasic; 6JaCAQdiQon, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 1325° t X 341 tong: W$0' 11' V Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 240 + - sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NIA walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N /A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 DADE I FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7/17/95 3/294 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) N/A B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) NIA B12. Is the building looted in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARIAE, AR/Al-A30, ARIAH, ARIAO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized G-S -3R Vertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 11.60 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N.A ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NA ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.21 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building IN ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.10 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) IN ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cenW that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. .p.. ...... Certifier's Name WILLIAM B. GROOVER License Number 5190 Title VICE PRESIDENT Company Name ALL COUNTY SURVEYORS Address 5950 W OAKLAND PARK LVD #108 City LAUDERHILL State FL ZIP Code 33313 Signature Date 9114106 Telephone 954 - 777 -4747 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions T T ,r �* Mor A.' r ° :;�• • •; �•t •�* Tom+ MA V RIL....G A. SM SY' • ' �!.' 'l• : �.i. � INC. 1... 1908 NW 112 Avenue CORAL SFZWGS, :�.3a71.: •.' March 12, 2007 .... .. ... .. APR 0 4 200 City of Miami shores • ••• • • • • •• • Building Department • • • • • • • • • RE: Proposed Carabotta residence 166 NE 92 St., Miami Shores, FL This is to certify that the following items have been considered and /or analyzed by rational analysis that complies with applicable Florida Building Code requirements. Whenever any items were changed from the code requirements, calculations to substantiate the change by rational analysis havq been done. ITEM Soil Bearing Capacity* Footing Reinforcing Tie Columns CITY Inspections Window Pressures ** Exterior Doors ** Fixed Glass ** Garage Door ** ropi, * The soil bearing capacity is to be verified by a soil test. ** Where applicable, window, exterior door, garage door, and fixed glass pressures are given in the exhibits supplied with the rational analysis and /or are shown on the architectural plans. If you have any questions, please contact our office. Yours, ry truly,, Morris A. Siia&&1 E. MAURICE A. SIiASHOUA, P.E., INC. FL. Reg. Nos. EB5251 & 19554 cc: Virtual Design Group 4 ?b` Page i of 3 WINDOW AND DOOR DESIGIC,WTjD ;I:HWULE • • ••• • • • • ••• Job Name: Carabotta - 166 NE 92 St Job Address: Miami -FL Design Wind Speed ; ; ;�,�6•N1gI� ;�; • ; ; �• Importance Factor = 1.05 Building Occupancy Category = 1 Building Wind Exposure Class = 0 00 :C: 0 : :•• 0 •• Distance from Coast = 0 0 :8 :43,JPj :• •. Mean Roof Height = �,• :1: • : :.. ..• All pressures are given in Pounds per Square Foot. Results are calculated for Nominal component dimensions. ------------------------------------------------------------------------------- NOTES ------------------------------------------------------------------------------- Exposure Conditions: 'E' = Edge Exposure 'C' = Center Exposure Circular Component Segment Types: ' Q ' = Quarter Circle 'H' = Half Circle 'F' = Full Circle Nominal window widths are given by number of 18" panels. Design pressures are taken as the maximum inward or outward pressures under any circumstances. Pd is the overall worst -case wind pressure load [in PSF]. Pi is the max wind pressure load acting to blow the component inward [in PSF]. Po is the max wind pressure load acting to blow the component outward [in PSF]. FORCE is the wind force on a unit run of component perimeter [in PLF]. Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 4-UR AA 444 Coral Springs, FL 33071 Telephone: (954) 753 -1988 FL Reg. Nos. EB5251 & 19554 Page 2 of 3 f • • ••• • • • ••• •• •• • • • •• •• • " WINDOW AND DOOR DESIGN MltD jREV • • ••• • • • • ••• Job Name: Carabotta - 166 NE 92 St Job Address: Miami. E;L ••• ••• ••: • • • • • • • • • • • • • • • ••• • • ••• • • • Design Wind Speed ;+ 116 M%P ••• Importance Factor = 1.05 Building Occupancy Category = ••• : ••• •• :•• ••• Building Wind Exposure Class = + . i �•• �+ •• Distance from Coast = ••• � �•• ••• Mean Roof Height = 11' 6 11 Pd is the overall ,worst -case wind pressure load [in PSF]. Pi is the max wind pressure load acting to blow the component inward [in PSF].. Po is the max wind pressure load acting to blow the component outward [in PSF]. FORCE is the wind force on a unit run of component perimeter [in PLF]. No. Width Height Type Location Exp. Pi Po [Panels] (Radius) (Segment) ------------------------------------------------------------------------------- 1 16' 0" 8' 0" Door 1 E 44 51 2 5' Off 6' 8 11 Door 2 C 47 50 3 5' 0" 6' 8" Door 3 E 47 61 4 3' 0 6' 8 11 Door 4 C 49 52 5 2 6' 8 11 Door 5 C 49 52 6 2' 2 11 4 Other A C 51 52 7 2' 2 1' 1" F.G. B C 51 53 8 2' 2 11 3 2 " Other C E 51 70 9 1' 3 6 8" F.G. D C 51 54 10 1' 2 11 3' 2 11 F.G. E C 51 54 11 1' 0" 1' 0" F.G. F E 51 70 Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 4 4M 4-4 avenue Coral Springs, FL 33071 Telephone: (954) 753 -1988 FL Reg. Nos. EB5251 & 19554 Page 3 of 3 PAGE OF ' ER NE 92nd STREET ° :.Miam,j Shares Vill e {75 R/W PER PLAT):.. 24' ASPHALT ' 1fE By rte_. .: DATE ti t /I INVOICE # 06-2 8332 w - a • • R ,AID w ' PER } • P.�OPERL'I'A�JgFSS: . '.:" BLDCa ERT • • • 66 NE 92 T):EET, MI•L S FL 33138 • • '° i •�•• EBGALDEJQ1t1PTION. • • • �i SUBJ TTOCOMPLIAN 1MTH ALL FEDERAL — � • LOT 6 &7, BOCK 24, OA IIA6iA1�tI SHORES SECTION NO. 1- PARKWAY --{ I ngg {�jUlp }der 6� ]7 • BOOK 1O�P a�E s U, PLAT OF T RECORDS OF MIAMI -DADET STATE D COUNTY RULES AND REGULATIONS PHONE: (954 777 -4747 • FAx (95 777- , AS RECORDED IN • •L MORIbi f�SaDO' {P) 5950 W. OAKLAND PK. BLVD. • SuITE 108 • LAUDERHILL r FL 33313 ••••• •••• •••• � < . "145. ' {A!} • • • • a •. 4 : e : a. . .'v a' . ' � 00.1J1.i� PL1LIiR ° ' � • 5' ' '�.ON ' 1'.. S :/� . .. " d • • • •••••• `�1 LE GE ND: L -LEGAL •••••• •• • ••i••• �A. ,•� M _MEASURED • • • • ABLE • • • • • • • • FND 1 /2" it' �. 9 < 9p FIND 0 ID 11r F -lh a - -)� DENOTEs FENCE LANE OHC OO w REDS C BOOK 000000 • 0 • • • • • �� . I, BLOCK CORNER � �j�I j DENOTES W pr C � = � IF • • • r DENOTES IE P CURVATURE LOT FND NA 1 / O�SCDISK 24 P C FCOMPOUNDCURVATURE P ENT CONTROL POINT NO ABBREVIAIONS K KALoN NAIL AL - ARC LENGTH TY UN£ V - CENTER LINE - OINT OF BEGINNING 1 ��, FEB ® �� 17.00" CR F CALL FROM FIELD EA R P I T F COMMENCEMENT �•�, - CALC FROM R ECOR i C - P OF REVERSE CURVATURE DB DEED BOOK € Ot OF TANGENCY LOT 8 • • O DE - DRAINAGE EASEMEf�3 - IG OF WAY �� ; :.... _ E D :. •4 ' � M x Q - E �E P US POINT �NTEN�rc� E":� B �/ �l•�l. :_........® �- 24 , , • , 23.x' L L 1 ► _ e e ®.... - C `. $R ERN BELL RISER . a EASE -EASEMENT UE - UTILITY EASEMENT t` F.F. - FINISHED FLOOR WIC - WITNESS CORNER FND - FOUND W/M - WATER METER O �' 11. 20.35'Y x FPL FLORIDA POWER & LIGHT CERT7FICATIONS: x RESIDENCE JILL D. CARAB®TTA x GARAt AN.- 16 NoT>Js AMERICAN FIDELITY TITLE LOTS 7 &8 /BLK 24 S : � � 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO ' ATTORNEYS TITLE INSURANCE FUND, INC. g 13.00' iO 47' t SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE GENEVA MORTGAGE CORPORATION IT'S SUCESSORS AND /0R ASSIGNS 11.40' �'• ' 16.40' t/ x CLL. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY AS THEIR INTEREST MAY APPEAR b , :: • SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D.1929). r O> O> ; 30.95' � FLOOD ZONE INFO: x.97 < . < , . • .�,.::... :..: r , •. • 4 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. ' COMMUNITY # 120652 LOWEST FINISH FL: 11.60 p 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE PANEL &SUFFIX 0093 J GARAGE EL: 9.21 DECK ' CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE x • 4 :. • �, : •.. • ,� a ; . � x N FLOOD ZONE X N/A q #I OVER SCALED POSITIONS. DATE OF FIRM 3/2!94 ° •e 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD BENCHMARK # G-S-3R ELF= 8.68 x POOL x INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE WELL•IDEM DIED FEATURES IN TMS SURVEY AND MAP HAVE SEEN MEASURED TO AN �� . , 7. DATE OF ORIGINAL FIELDWORK. ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF .19 0 fftt LOT 7 ; . %. I NOTE: CERT'iFICATION IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION '•', LOT 8 B ASIS OF BEARING BLOCK 24 BLOCK 24 BASIS OF ANGLES &. UNLESS OTHERWISE SPECIFIED, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION x •.. a BY THE SURVEYOR AND MAPPER, BASED ON THEIR KNOWLEDGE AND INFORMATION AND ^' ' a a ' a ,' a` °" x PURPOSES. THAT IS NOT A GUARANTEE OR WARANTY EXPRESSED OR IMPLIED. ' ' • • '� • ' ' ,p ! SURVEYTO BE USED TO OBTAIN PERMI AND /OR CONSTRUCTION x io x SURVEYOR'S CERTIFICATION N °D I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS x SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN • 1 *.P. }x CHAPTER 61G17 -6 OF THE FLOR113A ADMINISTRATIVE CODE, PURSUANT TO � ut �•I SECTION 472.027, FLORIDA STNrUTES. FND NAIL x0.001 o 7 x FND 1/2 02 BEARINGS., IF SHOWN; ARE BASED UPON AN ASSUMED MERIDIAN ID ° AND REFERENCE OPEC a x x x x x x x•— x x x� 15 ALLEY ��01 ASPHALT SIGNED: '°BATE — — — — — William B. Groover, Professional,Surveyor & Mapper Florida Registration No. 5190 (not valid without the signature and original seal of the Copyright ©2005 All County Surveyors, Inc. Florida Licensed Surveyor and Mapper shown above) FEB o 9 2007 Residential System Sizing Calculatioft'-amL4- -' Summary Project Title: Code Only 166 NE 92ND STREET Carabotta Residence Professional Version MIAMI, FL Climate: South 1/26/2007 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint Winter temperature difference 20 F Summer temperature difference �1 Total heating load calculation 26866 Btuh Total coolin load calculation 31001 M Submitted heating capacity % of calc Btuh Submitted cooling capacity 1 , - of I to Total (Electric Strip) 65.7 17000 Sensible (SHR = 0.74) 1 n76 Latent 1 0 Total 1 a WINTER CALCULATIONS 00 0 00 Winter Heating ft Load for 1236 s ��.� Load comp onent Load Window total 157 sqft 3392 Btuh iC1 Wall total 2997 sqft 8827 Btuhy, (° Door total 21 sqft 147 Btuh Ceiling total 1236 sqft 787 Btuh D Floor total See detail report 8614 Btuh Infiltration 95 cfm 2079 Btuh nl Duct loss 2009 Btuh Subtotal 25866 Btuh Ventilation 0 cfrn 0 Btuh TOTAL HEAT LOSS 25856 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1236 sqffl • • • • • Load component Load • ' �" • • • • • • • • 31 . • Window total 157 sqft 5512 Btuh " '' ; • • • • • • c G Wall total 2997 sqft 8494 Btuh E � . . ...... Door total 21 sqft 221 Btuh ...... Ceiling total 1236 sqft 2126 Btuh `•`• "$''� ��'•�'. ' ' Floor total 0 Btuh • r .. sty ..... Infiltration 74 cfm 1213 Btuh�` • • • • • • • Internal gain 3680 Btuh s • Duct gain 2444 Btuh • • • • • • • • 0 • Sens. Ventilation 0 cfm 0 Btuh • • Total sensible gain 23688 Btuh 0 00 : • • • • Latent gain(ducts) 559 Btuh • •; Latent gain(infiltration) 2899 Btuh . %) Latent gain(ventilation) 0 Btuh u�cgs� Latent gain(intemaVoccupants /other) 3900 Btuh 9 Total latent gain 7359 Btuh TOTAL HEAT GAIN 1 31047 Btuh EnergyGaugeO System Sizing Version 8 PREPARED BY: For Florida residences only DATE: EnergyGauge® FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Carabotta Residence Builder: Address: 166 NE 92ND STREET Permitting Office: City, State: MIAMI, FL Permit Number: Owner: Jurisdiction Number: 232400 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit/Split Cap: 35.2 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 16.30 _ 4. Number of Bedrooms 1 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft 1236 ft _ c. N/A 7. Glass type I and area: (Label regd. by 13- 104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. ( Sngle, U =1.1) 48.9 ft _ a. Electric Strip Cap: 17.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Tint) 157.1 ft _ b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 160.0 ft _ c. N/A _ b. Slab -On -Grade Edge Insulation R=0.0, 99.0 ft _ _ c. 3 Others 106.0 ft _ 14. Hot water systems 9. Wall types a. N/A _ a. Concrete, Int Insul, Exterior R=4.1, 1009.0 ft b. Concrete, Int Insul, Exterior R=4.1, 1003.0 ft _ b. N/A _ c. Concrete, Int Insul, Exterior R=4.1, 464.0 ft d. Concrete, Int Insul, Exterior R=4.1, 415.8 ft _ c. Conservation credits e. 2 Others 105.3 ft _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 540.0 ft 15. HVAC credits PT, b. Under Attic R =30.0, 288.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. 3 Others 408.0 ft _ HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, • • • • • • • • • • • a. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup. R=6.0, 95.0 ft MZ- C- Multizone cooling, ' • •' ; • • • • • b. N/A _ MZ- H- Multizone heating) ' ' • •••••• • •• •• ••• • •••• •••• • • ••••• Total as -built points: 12059• • • ; • 00000 Glass /Floor Area: 0.13 Total base points: 12177 PA 99 • • • • • • • • • • I hereby certify that the plans and specifications covered by Review of the plans and • • • • • this calculation are in compliance with the Florida Energy specifications covered by this • • • 0 0 ti o ti ;' "; Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. ,�7 Before construction is completed 5 DATE: / x-24 �J / this building will be inspected for o I hereby certify that this building, as designed, is in compliance with Section 553.908 �* compliance with the Florida Energy C I Florida Statutes. , c WE � ! OWNER/AGENT: BUILDING OFFICIAL: DATE: /- 2- S -6. 2 DATE: d 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area I Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1236.0 30.63 6792.0 1.Single,U= 1.08,Tint W 1.5 4.3 7.4 58.69 0.85 368.0 2.Single,U= 1.08,Tint W 1.5 7.0 16.5 58.69 0.94 912.0 3.Single,U= 1.08,Tint W 1.5 2.0 2.3 58.69 0.63 83.0 4.Single,U= 1.08,Tint W 0.0 0.0 5.2 58.69 1.00 304.0 5.Sing1e,U= 1.08,Tint S 6.3 2.3 48.9 55.65 0.43 1164.0 6.Single,U= 1.08,Tint S 6.3 2.3 16.7 55.65 0.43 397.0 7.Single,U= 1.08,Tint S 1.5 1.8 6.0 55.65 0.55 184.0 8.Single,U= 1.08,Tint SW 6.3 2.0 33.3 61.12 0.39 786.0 9.Single,U= 1.08,Tint SW 6.3 2.0 8.3 61.12 0.39 196.0 10.Single,U= 1.08,Tint N 0.0 0.0 12.5 29.78 1.00 372.0 As -Built Total: 157.1 4766.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 60.3 1.00 60.3 1. Concrete, Int Insul, Exterior 4.1 415.8 2.32 962.6 Exterior 2936.8 2.70 7929.4 2. Concrete, Int Insul, Exterior 4.1 464.0 2.32 10742 3. Concrete, Int Insul, Exterior 4.1 45.0 2.32 104.2 4. Concrete, Int Insul, Exterior 4.1 1009.0 2.32 2335.8 5. Concrete, Int Insul, Exterior 4.1 1003.0 2.32 2321.9 6. Frame, Wood, Adjacent 11.0 60.3 1.00 60.3 Base Total: 2997.1 7989.7 As -Built Total: 2997.1 6859.0 0000 DOORTYPES Area X BSPM = Points Type Area �vX SPIO••+•"Pointa •:• Adjacent 21.0 2.60 54.6 1 Adjacent Insulated 21 • 0 2.60; • • • 54 + 6 Exterior 0.0 0.00 0.0 • 0000•• • • • 0000 0000 • • Base Total: 21.0 64.6 As -Built Total: 21!Q...' '., • •' 54 p , • 0000•• • •• •• ••� CEILING TYPES Area X BSPM = Points Type R -Value Area A X S( • 'Points. •.• Under Attic 1236.0 2.80 3460.8 1. Under Attic 30.0 540A 1 0 71 X 1.00 1495.8 • • • • 0000 •• ••• 2. Under Attic 30.0 47.0 2.77 X 1.00• • 130.2 3. Under Attic 30.0 288!0 ON X 1.00 � • � � 7974 • • 4. Under Attic 30.0 180.0 2.77 X 1.00 • • 498.6 5. Under Attic 30.0 181.0 2.77 X 1.00 501.4 Base Total: 1236.0 3460.8 1 As -Built Total: 1236.0 3423.7 EnergyGauge® DCA Form 60OA -2004R EnergyGaugeRIFIaRES2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 365.0(p) -20.0 - 7300.0 1. Slab -On -Grade Edge Insulation 0.0 51.5(p) -20.00 - 1030.0 Raised 0.0 0.00 0.0 2. Slab-On -Grade Edge Insulation 0.0 46.0(p) -20.00 -920.0 3. Slab -On -Grade Edge Insulation 0.0 8.5(p) -20.00 -170.0 4. Slab -On -Grade Edge Insulation 0.0 99.0(p) -20.00 - 1980.0 5. Slab -On -Grade Edge Insulation 0.0 160.0(p -20.00 - 3200.0 Base Total: - 7300.0 As -Built Total: 365.0 7300.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1236.0 18.79 23224.4 1236.0 18.79 23224.4 Summer Base Points: 34221.5 Summer As -Built Points: 31027.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 35200btuh ,SEER/EFF(16.3) Ducts: Une(S),Unc(R),Att(AH),R6.0(INS) 31028 1.00 (1.07 x 1.165 x 1.03) 0.209 0.950 7908.9 34221.5 0.3250 11122.0 31027.8 1.00 1.283 0.209 0.950 7908.9 •9•• . . •009 000000 9 .• • 00 0 • 0 • • ••9••• • •• 000000 000009 • • • 0000•. •00• 900• • . 0 9 0000 0 000 00000 0000. 9 0000.. . .. 99 00 0000 000000 9 0000•. • 0 9 000• 0000.. 0 0••• • 9 • •9000• 00 EnergyGaugeTTM DCA Form 60OA -2004R EnergyGauge®/FlaRES7004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area I Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1236.0 3.60 801.0 1.Single,U= 1.08,Tint W 1.5 4.3 7.4 4.86 1.00 35.0 2.Single,U= 1.08,Tint W 1.5 7.0 16.5 4.86 1.00 80.0 3.Single,U= 1.08,Tint W 1.5 2.0 2.3 4.86 1.02 11.0 4.Single,U= 1.08,Tint W 0.0 0.0 5.2 4.86 1.00 25.0 5.Single,U= 1.08,Tint S 6.3 2.3 48.9 4.02 1.44 283.0 6.Single,U= 1.08,Tint S 6.3 2.3 16.7 4.02 1.44 96.0 7.Single,U= 1.08,Tint S 1.5 1.8 6.0 4.02 1.28 30.0 8.Single,U= 1.08,Tint SW 6.3 2.0 33.3 4.50 1.19 178.0 9.Single,U= 1.08,Tint SW 6.3 2.0 8.3 4.50 1.19 44.0 10.Single,U= 1.08,Tint N 0.0 0.0 12.5 5.28 1.00 66.0 As -Bunt Total: 157.1 848.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 60.3 0.50 30.1 1. Concrete, Int Insul, Exterior 4.1 415.8 1.03 430.4 Exterior 2936.8 0.60 1762.1 2. Concrete, Int Insul, Exterior 4.1 464.0 1.03 480.2 3. Concrete, Int Insul, Exterior 4.1 45.0 1.03 46.6 4. Concrete, Int Insul, Exterior 4.1 1009.0 1.03 1044.3 5. Concrete, Int Insul, Exterior 4.1 1003.0 1.03 1038.1 6. Frame, Wood, Adjacent 11.0 60.3 0.50 30.1 Base Total: 2997.1 1792.2 As - Built Total: 2997.1 3069.7 0000 DOOR TYPES Area X BWPM = Points Type Area Y WPM..�.'Points ... Adjacent 21.0 1.30 27.3 1 Adjacent Insulated 21.0 • 1.30! • • • • 27.3 • •.•.s• • • •.• Exterior 0.0 0.00 0.0 •• • 0000•• • • • 0000 0000 • • Base Total: 21.0 27.3 As -Bunt Total: 21 • • • 273 0000 •..• s •• CEILING TYPESArea X BWPM = Points Type R -Value Area y .• �� • p P X W� = ••• 'l. " + +" 0 Under Attic 1236.0 0.10 123.6 1. Under Attic 30.0 540;d" 8!1 1 X 1.00 ' 54.0 2. Under Attic 30.0 4700 0.1t X 1.00• " ". If 3. Under Attic 30.0 288:0 Qs1 ®X 1.00 *' •' 2411 • • 4. Under Attic 30.0 180.0 ' 0.10 X 1.00 * • i 180 ' o 5. Under Attic 30.0 181.0 0.10 X 1.00 • 18.1 Base Total: 1236.0 123.6 1 As -Built Total: 1236.0 123.6 EnergyGauge® DCA Form 60OA -2004R EnergyGaugeOlFlaRES'2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points: Slab 365.0(p) -2.1 -766.5 1. Slab -On -Grade Edge Insulation 0.0 51.5(p) -2.10 -108.1 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 46.0(p) -2.10 -96.6 3. Slab-On -Grade Edge Insulation 0.0 8.5(p) -2.10 -17.8 4. Slab-On -Grade Edge Insulation 0.0 99.0(p) -2.10 -207.9 5. Slab -On -Grade Edge Insulation 0.0 160.0(p -2.10 -336.0 Base Total: -766.5 As -Built Total: 365.0 766.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1236.0 -0.06 -74.2 1236.0 -0.06 -742 Winter Base Points: 1903.5 Winter As -Built Points: 3228.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 17000 btuh ,EFF(l.0) Ducts :Unc(S),Unc(R),Att(AH),R6.0 3228.0 1.000 (1.099 x 1.137 x 1.08) 1.000 0.950 4149.9 1903.5 0.5540 1054.5 3228.0 1.00 1.353 1.000 0.950 4149.9 0000 . . •06• 0•00•• .. • 000000 . .. 0000.. •0000• 0000•• 0000 0000 • • • • • • 0009 0000 0000• 09.60• • •• 099.9 • • • • • 0000 • • EnergyGaugeTm DCA Form 60OA -2004R EnergyGaugeO/FlaRES'2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2273.00 0.0 1 1.00 2273.00 1.00 2273.0 As -Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11122 1055 0 12177 1 7909 4150 0 12059 PASS y0 & •000•• F. urn %• '.��:.�:� , G ••rrr• • •• r••••• a � • 0000•• • • • +a •r•• r00• • • * * • • • • � ••0• 0000 90:*** WME 00:00: i • 00 r 00000 • ••0••0 • • • • • • • • •0.0 •r000• • • •00• • r V090: 00 00 EnergyGaugeTTM DCA Form 60OA -2004R EnergyGauge®/RaRES2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cftnlsq.ft. window area; .5 cf1m1sq.fl. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wail panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrations/openings > 118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Murd-slory Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or buift4n heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal **s efficiency of 78 %. • • • • • • • • • • • • • Shower heads 612.1 Water flow must be restricted to no more than 2.5 oallons per mimd ehat 84 PSIG. • 6 • • Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers slwgolm mechanically • • • • + • • • attached, sealed, insulated, and installed in accordance with the oftJoWection 610. • • • 0000 • Ducts in unconditioned attics: R-6 min. insulation. 0000 • • • • • • HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each m. • • • • • so* • Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both%rdr. •: • • • • 00:0 Common ceiling & floors R -11. • • • • • • • • • • • • • 0000•• • • • • 0060 00000• • • • • •••• • 6 • EnergyGauge'rm DCA Form 60OA -2004R EnergyGauge@/FIaRE52004 FLRCPB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.8 The higher the score, the more efficient the home. ,166 NE 92ND STREET, MIAMI, FL, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit/Split Cap: 35.2 kBtu/hr _ 3. Number of units, if multi - family I _ SEER: 16.30 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (11 1236 ft _ c. N/A _ 7. Glass type I and area: (Label reqd. by 13- 104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. ( Sngle, U =1.1) 48.9 ft _ a. Electric Strip Cap: 17.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Tort) 157.1 ft _ b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 160.0 ft _ c. N/A _ b. Slab -On -Grade Edge Insulation R=0.0, 99.0 ft c. 3 Others 106.0 ft _ 14. Hot water systems 9. Wall types a. NIA a. Concrete, Int Insul, Exterior R=4.1, 1009.0 ft b. Concrete, Int Insul, Exterior R=4.1, 1003.0 ft _ b. N/A _ a Concrete, Int Insul, Exterior R=4.1, 464.0 ft d. Concrete, Int Insul, Exterior R=4.1, 415.8 ft _ c. Conservation credits _ e. 2 Others 105.3 ft _ (HR-Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 540.0 ft _ 15. HVAC credits PT, _ b. Under Attic R=30.0,288.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. 3 Others 408.0 ft _ HF -Whole house fan, • • • s 11. Ducts PT- Programmable Thermostat, • • s 0000 • • 0 • • • s a. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup. R�.0, 95.0 ft _ MZ- C- Multizone cooing, s • • s 0 • • 0 • • b. N/A _ MZ- H- Multizone heating) 600 • i s • • s • • • • i • 0000 0000 • • s • • s •••• **so •ss•• I certify that this home has complied with the Florida Energy Efficiency Code For Building • • • • • • • •; • • • Construction through the above energy saving features which will be installed (or exceeded) .. •.. . .. •... in this home before final inspection. Otherwise, a new EPL Display Card will be completed • • • • „ °''�,�� • • .,, •- .Lt,,J • based on installed Code compliant features. : "' �� • • • •: Builder Signature: Date: • c 0 • s • • Address of New Home: City/FL Zip: C OD WIR t� S `NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE Energy&eF designation), your home may qualms for energy of rciency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Ef "aciency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on 2 &4. EnergyGauge® (Version: FLRN% v4.5) FORM 60OA -2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Carabotta Residence Builder: Address: 166 NE 92ND STREET Permitting Office: City, State: MIAMI, FL Permit Number. Owner: Jurisdiction Number: 232400 Climate Zone: South 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit/Split Cap: 35.2 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 16.30 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft 1236 ft _ c. N/A 7. Glass type I and area: (babel regd. by 13- 104.4.5 if not default) _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. ( Sngle, U =1.1) 48.9 ft _ a. Electric Strip Cap: 17.0 kBtu/hr b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Tint) 157.1 ft _ b. NIA _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 160.0 ft _ c. N/A _ b. Slab -On -Grade Edge Insulation R=0.0, 99.0 ft c. 3 Others 106.0 ft _ 14. Hot water systems 9. Wall types a. N/A _ a. Concrete, Int Insul, Exterior R=4.1, 1009.0 ft b. Concrete, Int Insul, Exterior R=4.1, 1003.0 11 _ b. N/A _ c. Concrete, Int Insul, Exterior R=4.1, 464.0 ft _ d. Concrete, Int Insul, Exterior R=4.1, 415.8 11 _ c. Conservation credits _ e. 2 Others 105.3 ft _ (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 540.0 ft 15. HVAC credits PT, _ b. Under Attic R=30.0,288.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. 3 Others 408.0 11 _ HF -Whole house fan, • • • • 11. Ducts PT -Pro le Thermostat, ' • _ grammab • • 0000 0000•• a. Sup: Unc. Ret: Unc. AH(Sealed) :Attic Sup. R=6.0, 95.0 ft MZ- C- Multizone cooling, 00 •' ; • • • • • b. N/A _ MZ- H- Multizone heating) ' ' ' • 0000•• • •• 0000•• • 00 0 0000 0000 • • 0000• Total as -built points: 12059 ' • • • *0000 Glass /Floor Area: 0.13 ' ' • Total base points: 12177 PA • • • • • • • • • • 0*0000 0 ... 1 hereby certify that the plans and specifications covered by Review of the plans and • • • • this calculation are in compliance with the Florida Energy specifications covered by this • • • • • o� ;' " o o v4 Code. calculation indicates compliance PREPARED BY : with the Florida Energy Code. Before construction is completed DATE �� this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida nergy Code. Florida Statutes. f ob WE �g .�° OWNER/AGENT: t` BUILDING OFFICIAL - DATE: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area I Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1236.0 30.63 6792.0 1.Single,U= 1.08,Tint W 1.5 4.3 7.4 58.69 0.85 368.0 2.Single,U= 1.08,Tint W 1.5 7.0 16.5 58.69 0.94 912.0 3.Single,U= 1.08,Tint W 1.5 2.0 2.3 58.69 0.63 83.0 4.Single,U= 1.08,Tint W 0.0 0.0 5.2 58.69 1.00 304.0 5.Single,U= 1.08,Tint S 6.3 2.3 48.9 55.65 0.43 1164.0 6.Single,U= 1.08,Tint S 6.3 2.3 16.7 55.65 0.43 397.0 7.Single,U= 1.08,Tint S 1.5 1.8 6.0 55.65 0.55 184.0 8.Single,U= 1.08,Tint SW 6.3 2.0 33.3 61.12 0.39 786.0 9.Single,U= 1.08,Tint SW 6.3 2.0 8.3 61.12 0.39 196.0 10.Single,U= 1.08,Tint N 0.0 0.0 12.5 29.78 1.00 372.0 As -Built Total: 157.1 4766.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 60.3 1.00 60.3 1. Concrete, Int Insul, Exterior 4.1 415.8 2.32 962.6 Exterior 2936.8 2.70 7929.4 2. Concrete, Int Insul, Exterior 4.1 464.0 2.32 1074.2 3. Concrete, Int Insul, Exterior 4.1 45.0 2.32 104.2 4. Concrete, Int Insul, Exterior 4.1 1009.0 2.32 2335.8 5. Concrete, Int Insul, Exterior 4.1 1003.0 2.32 2321.9 6. Frame, Wood, Adjacent 11.0 60.3 1.00 60.3 Base Total: 2997.1 7989.7 As - Built Total: 2997.1 6869.0 •••• DOORTYPES Area X BSPM = Points Type Area *X SP9•• ;. • :• Adjacent 21.0 2.60 54.6 1 Adjacent Insulated 21.0..... 2.60; '..' 54• •: • Exterior 0.0 0.00 0.0 ' •••• •••• • • Base Total: 21.0 54.6 As -Built Total: 211Q • • • • ' • . .' S4, • • •••••• • •• • •• • CEILING TYPES Area X BSPM = Points Type R -Value Area x'$I?M X Segi, *Point$ ... Under Attic 1236.0 2.80 3460.8 1. Under Attic 30.0 54010 177 X 1.00 1495.8 • • • •••• •• ••• 2. Under Attic 30.0 47.0 2.77 X 1.00• • 130.2 3. Under Attic 30.0 288!0. * X 1.0% ... 794 • • 4. Under Attic 30.0 180.0 2.77 X 1.00 • • 498.6 5. Under Attic 30.0 181.0 2.77 X 1.00 501.4 Base Total: 1236.0 3460.8 As -Built Total: 1236.0 3423.7 EnergyGauge® DCA Form 60OA -2004R EnergyGauge®JFIaRES2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 365.0(p) -20.0 - 7300.0 1. Slab-On -Grade Edge Insulation 0.0 51.5(p) -20.00 - 1030.0 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 46.0(p) -20.00 -920.0 3. Slab -On -Grade Edge Insulation 0.0 8.5(p) -20.00 -170.0 4. Slab -On -Grade Edge Insulation 0.0 99.0(p) -20.00 - 1980.0 5. Slab -On -Grade Edge Insulation 0.0 160.0(p -20.00 - 3200.0 Base Total: - 7300.0 As -Built Total: 365.0 - 7300.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1236.0 18.79 23224A 1236.0 18.79 23224A Summer Base Points: 34221.5 Summer As -Built Points: 31027.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 35200btuh ,SEER/EFF(16.3) Ducts:Unc(S),Unc(R),Att(AI ),R6.0(INS) 31028 1.00 (1.07 x 1.165 x 1.03) 0.209 0.950 7908.9 34221.5 0.3250 11122.0 31027.8 1.00 1.283 0.209 0.950 7908.9 . .... 0.0.0• •. . .. . • .. • ...... . .. ...... •0000• • • • *000 *000 .0.00• 0 • .... 00•0 00.00 . •• ..... • 0000•• • • • • 000 0000•• . 000 * * . • • • • • • • •0000• 00 EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 1236.0 3.60 801.0 1.Sing1e,U= 1.08,Tint W 1.5 4.3 7.4 4.86 1.00 35.0 2.Singie,U= 1.08,Tint W 1.5 7.0 16.5 4.86 1.00 80.0 3.Sing1e,U= 1.08,Tnt W 1.5 2.0 2.3 4.86 1.02 11.0 4.Single,U= 1.08,Tnt W 0.0 0.0 5.2 4.86 1.00 25.0 5.Sing1e,U= 1.08,Tht S 6.3 2.3 48.9 4.02 1.44 283.0 6.Single,U= 1.08,Tint S 6.3 2.3 16.7 4.02 1.44 96.0 7.Sing1e,U= 1.08,Tmt S 1.5 1.8 6.0 4.02 1.28 30.0 8.S1ngle,U= 1.08,Tnt SW 6.3 2.0 33.3 4.50 1.19 178.0 9.Sing1e,U= 1.08,Tht SW 6.3 2.0 8.3 4.50 1.19 44.0 10.S1ngle,U= 1.08,Tnt N 0.0 0.0 12.5 5.28 1.00 66.0 As -Built Total: 167.1 848.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 60.3 0.50 30.1 1. Concrete, Int Insul, Exterior 4.1 415.8 1.03 430.4 Exterior 2936.8 0.60 1762.1 2. Concrete, Int Insul, Exterior 4.1 464.0 1.03 480.2 3. Concrete, Int Insul, Exterior 4.1 45.0 1.03 46.6 4. Concrete, Int Insul, Exterior 4.1 1009.0 1.03 1044.3 5. Concrete, Int Insul, Exterior 4.1 1003.0 1.03 1038.1 6. Frame, Wood, Adjacent 11.0 60.3 0.50 30.1 Base Total: 2997.1 1792.2 As -Built Total: 2997.1 3069.7 DOORTYPES Area X BWPM = Points Type Anea X WPM•• :•'Points ••• • • • Adjacent 21.0 1.30 27.3 1 Adjacent Insulated 21 • 0 0 0 1.30; ' • 0 • 27 ; Exterior 0.0 0.00 0.0 ' 0000•• • A7 0 0000 00 • Base Total: 21.0 27.3 As -Built Total: 21*0 • • • 0 • • • • 0 • 0000•• • •• •• CEILING TYPESArea X BWPM = Points Type R -Value Area X•WPd1A X WCKwo*Poi. • Under Attic 1236.0 0.10 123.6 1. Under Attic 30.0 5440 0 416 X 1.00 0 54.0 0 • • • •••• •• ••• 2. Under Attic 30.0 47.0 0.10 X 1.000 • 4.7 • 000 • • 3. Under Attic 30.0 288!0 . - 0 7 71.0 X 1.00 0 24 • • 4. Under Attic 30.0 180.0 0.10 X 1.00 0 0 0 18.0 5. Under Attic 30.0 181.0 0.10 X 1.00 18.1 Base Total: 1236.0 123.6 1 As -Built Total: 1236.0 123.6 EnergyGauge® DCA Form 60OA -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 365.0(p) -2.1 -766.5 1. Slab-0n -Grade Edge Insulation 0.0 51.5(p) -2.10 -108.1 Raised 0.0 0.00 0.0 2. Slab-0n -Grade Edge Insulation 0.0 46.0(p) -2.10 -96.6 3. Slab-0n -Grade Edge Insulation 0.0 8.5(p) -2.10 -17.8 4. Slab-0n -Grade Edge Insulation 0.0 99.0(p) -2.10 -207.9 5. Slab-0n -Grade Edge Insulation 0.0 160.0(p -2.10 -336.0 Base Total: 766.6 As -Built Total: 365.0 -766.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1236.0 -0.06 -74.2 1236.0 -0.06 -742 Winter Base Points: 1903.5 Winter As -Built Points: 3228.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 17000 btuh ,EFF(l.0) Ducts:Unc(S),Unc(R),Att(AH),R6.0 3228.0 1.000 (1.099 x 1.137 x 1.08) 1.000 0.950 4149.9 1903.5 0.5540 1054.5 3228.0 1.00 1.353 1.000 0.950 4149.9 • • •••• •••••• •••••• • •• •••••• • •••• •••• • • • • • •••• ••••% see EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®/FlaRES2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2273.00 0.0 1 1.00 2273.00 1.00 2273.0 As -Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11122 1055 0 12177 1 7909 4150 0 12059 PASS 't ile s • T �?� • • •••• •••••• • •••• •••• • • :*see Gan WE S¢ • • • • •• •• •••• •••••• EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®/FIaRES2004 FLRCPB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 166 NE 92ND STREET, MIAMI, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 chVsq.ft. window area; .5 cfiwsq.fL door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wait panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrationsiopenings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 12" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Murd-stary Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non- commerclal pools must have a pump timer. Gas spa & pool h e a t e r s must h a v e a minimum thermal • • • efficiency of 78 %. • • • • • • • 6 • • • • • Shower heads 612.1 Water flow must be restricted to no more than 2.5 oallons per minuiml 8&PSIG. • • • • Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers s1414M mechanic;Iy • • 0 006 • • attached, sealed, insulated, and installed in accordance with the c0lioJef6ection 610. • • • Ducts in unconditioned attics: R-6 min. insulation. • • • • • • • • • • WAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each E m. '0000' • • • • • • • • Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both Mr. •; : * • • • • • • • Common riling & floors R -11. • • • • • • • • • • • • • EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®JFIaRES2004 FLRCPB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.8 The higher the score, the more efficient the home. ,166 NE 92ND STREET, MIAMI, FL, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit/Split Cap: 35.2 kBtu/hr _ 3. Number of units, if multi- family I _ SEER: 16.30 _ 4. Number of Bedrooms 1 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft 1236 ft _ c. N/A 7. Glass type I and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. ( Sngle, U =1.1) 48.9 11 _ a. Electric Strip Cap: 17.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Tint) 157.1 ft _ b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 160.0 ft _ c. N/A _ b. Slab -On -Grade Edge Insulation R=0.0, 99.0 ft c. 3 Others 106.0 ft _ 14. Hot water systems 9. Wall types a. N/A _ a. Concrete, Int Insul, Exterior R=4.1, 1009.0 ft b. Concrete, Int Insul, Exterior R=4.1, 1003.0 ft _ b. N/A _ c. Concrete, Int Insul, Exterior R=4.1, 464.0 ft d. Concrete, Int Insul, Exterior R=4.1 415.8 ft _ c. Conservation credits _ e. 2 Others 105.3 ft _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 540.0 11 _ 15. HVAC credits PT, _ b. Under Attic R =30.0, 288.011 _ (CF- Ceiling fan, CV -Cross ventilation, c. 3 Others 408.0 ft _ HF -Whole house fan, 0000 11. Ducts PT- Programmable Thermostat, • • 000* • 0660 • a. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup. R=6.0, 95.0 ft _ MZ- C- Multizone cooling, • • • 0 • • • • b. N/A _ MZ- H- Multizone heating) • • • • • • 0 • • • • • 0 • • 0 • • 0000•0 • • • •0000• 0000 ••�• • • • • • • 0000 0000 0000/ I certify that this home has complied with the Florida Energy Efficiency Code For Building ..: • 4 gam• 0. • Construction through the above energy saving features which will be installed (or exceeded) • • 0 : in this home before final inspection. Otherwise, a new EPL Display Card will be completed : 09 • � �A� • • .' • based on installed Code compliant features. . "" ``" ' ' *0000 Builder Signature: Date: ; c>a • 00 0 Address of New Home: City/FL Zip: G'pD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE Energy&F designation), your home may quay for energy efficiency mortgage (EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on es 2&4. EnergyGauge® (Version: FLRCB v4.5) EASTC ®AST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A-5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 April 14, 2006 Jill Johnson. 166 NE 92 Street. Miami Shores, Florida 33138 -2814 Re: 166 NE 92 Street, Miami Attached is a lien that has been place on the property mentioned, for work performed by our office, orders given by Ray Carabotta. It is company policy that a lien is to be placed after attempts has been made to collect the outstanding balance. The matter was resolved and payment was made after the lien was in process. Attached are the papers you will need to remove this lien. Should you have any questions, please feel free to contact me at the number above. Thank you for your cooperation. Respectfully Submitted, R Rita Svoboda Eastcoast Testing & Engineering Certified Mail # 7005 1820 0002 3064 2329 THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETES "GEOTECHNICAUTESTING LABORATORY OR ' Pk 24370 P9 3586 ". (109) Form 6 RECORDED 03/28/2006 14:17:55 HARVEY RUVINr CLERK OF COURT MIAMI—DADE COUP #TY► FLORIDA CLAIM OF LIEN LAST PAGE STATE OF FLORIDA COUNTY OF MIAMI DADE BEFORE ME, the. undersigned authority, personally appeared Craig S. Smith who being duly sworn, says that he is the PRESIDENT of EASTCOAST TESTING & ENGINEERING, INC. whose address is 4100 NORTH POWERLINE ROAD, STE. G -1, POMPANO BEACH, FLORIDA 33073 and that in pursuance of a contact with RAY CARABOTTA Lienor furnished labor, services or materials consisting of GEOTECHNICAL TESTING on the following described real property in MIAMI DADE COUNTY, FLORIDA: FOLIO NO.: 11- 3206 - 013 -3250 ADDRESS: 166 NE 92 STREET owned by JILL JOHNSON for the total value of $ 769.67 of which remains unpaid $ 769.67 and furnished the first of the same 12/29/06 and the last of the same on 12/29/06. Signed, Sealed and delivered in the presence of: , r� Eastcoast Testing & Engmei> L a le M a *r p� raig S. Smith, President Sworn to and subscribed before me by Craig S. Smith who personally known to me and who did take an oath this March 23, 2006. Kimberly C. Reiter y GiGt l =? "= Commission #DD271233 Expires: Dee 01 2007 Bonded That Notary Public Atlantic Bonding Co.,Inc. My Commission Expires Certified Mail # 7005 1820 0002 3064 2442 RELEASE OF LIEN ADDRESS: 166 NE 92 Street KNOW ALL MEN BY THESE PRESENTS: That the undersigned, for and in consideration of the payment of the sum of two hundred twenty four dollars and forty two ($750.00_) paid by the Ray Carabotta receipt of which is hereby acknowledged, hereby releases and quit claims to the said EASTCOAST TESTING & ENGINEERING, INC its successors and assigns, and Craig S. Smith the owner, all liens, lien rights, claims or demands of any kind whatsoever, which the undersigned now has or might have against the building on premises legally described as 166 NE 92 Street, Miami Shores, Florida on account of labor performed and/for material furnished for the construction of any improvements thereon. That all labor and materials used by the undersigned in the erection of said improvements have been fully paid for. IN WITNESS WHEREOF, I have hereunto set my hand seal this 14th Day of April, 2006 S S: 1= t ��;7d ( SEAL ) BY : ig S. Smith ( President ) STATE OF FLORIDA COUNTY OF BROWARD I hereby acknowledge that the statements contained in the foregoing RELEASE OF LIEN are true and correct. Sworn to and subscribed before me this 14th Day of April, 2006 My commission expires low 1-07 , >Ge'. Kimberly C. Reiter • , Commission #DD271233 ,Q� tom, , ,�9. °,e,Q Expires: Dec 01, 2007 o Bonded Thru Nota Public tate o lorida '''��"� Atlantic Bonding Co., Inc. FAWPDOCS\RITACORE\LIEN NTO\RELEASE \166 NE 92 ST.wpd SATISFACTION OF LIEN KNOWN ALL MEN BY THESE PRESENTS: That, Eastcoast Testing and Engineering, Inc., hereinafter called LIENOR, holder of a certain Claim of Lien filed by Craig S. Smith, against the property described below in BROWARD County, Florida, alleged to be owned by JILL JOHNSON, recorded on the 28' day of March, 2006, in Official Records Book 24370, at Page 3586, (page 1) in the Office of Harvey Ruvin, Clerk of Court, Miami Dade County, Florida wit: ADDRESS: 166 NE 92 Street LEGAL: 153 416 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 6 & 7 BLK 24 LOT SIZE 100.000 X 131 OR 20101 0725 12 2001 1 COC 21346 -3859 05 2003 1 has receive full payment of said Claim of Lien, does hereby acknowledge satisfaction of said Claim of Lien, and hereby directs the Recorder of Deed to cancel the same of record. WITNESS my hand and seal this t-( day of Apect_, 2006. By Craig S. Smith, President STATE OF FLORIDA COUNTY OF BEFORE ME, the undersigned authority, personally appeared Craig S. Smith known to me to be the President of Eastcoast Testing and Engineering, Inc., and he acknowledged to and before me that he executed the foregoing Instrument for the purposes therein expressed, pursuant to due authority. Kimberly C. Reiter `= Commission #DD271233 Expires: Dec Ol, 2007 NOTARY Pughl C, STATE OF FLORIDA .,o. Bonded Thru Atlantic Bonding Co., Inc. My Commission Expires: December 1, 2007 • • •• •• • • • • . • • • • • r.. •• • ••• EASTCOAST TESTIN'.,'s' iE'{�11�'"(a, INC. SERVING S0UTH'FL6MDA S71UCE 1981 • f � a �+i SdfT 1- 800 - 329 -7645 - "SOIL" 1 �ro V 9 . ......... . CIT • . . . • .. .. . ....... 1 0 -oww rro, -- -- -r• - -s 0 p CG DECEMBER 30, 2005 REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS AND RECOMMENDATIONS FOR RAY CARABOTTA PROPOSED ADDITION 166 NE 92 STREET MIAMI SHORES, FLORIDA (o� ik THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAL"TESTING LABORATORY .. . ... ( R 0 0 N . . . . 00 . . . 0:0 EAST ®A.7 / !EelTi'!Yg 8iC; �I Y,'L7 1 1 0, m . 4100 NORTH POWERLINE ROAD - SUITE G -1 . • • ; • 486i OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 ' • fee • WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # J934r9?,1- §8 ?2; :" . ES7ABLISMfD;f$8t ; ;,' :' '. December 30, 2005 Report of Engineering Evaluation For: Ray Carabotta Project : Proposed Addition Location : 166 NE 92" Street Miami Shores, Florida Gentlemen: As per yourrequest EastCoest Testing & Engineering, Inc. performed the modified and standard penetration test borings at the above location on December 29th, 2005. We are herein submitting the results of our findings. A review of ourboring logs shows that beneath the surface the upperievel of subsoils are comprised of very loose to medium dense fine- medium grained sands with some roots, little limerock and silt in the top +/- 1.0 -2.0 feet of depth. Below this zone ourborings disclosed multifarious layers of fine- medium grained sands and fine- medium grained sands with little limerock fragments primarily in a very loose to loose compaction condition to a depth of +/- 10.0 feet below the existing surface grade elevation. From this depth our borings disclosed limerock fragments and fine - medium grained sands in a medium to dense state of relative consolidation which continued to -20.0 feet below the existing surface grade elevation. These limerock -sand substrate extend past the terminal depth of oursubsurface exploration, twenty feet maximum penetration. In order to prepare the site to support construction designed for an allowable soil bearing capacity of 2000 psf, we recommend the following procedures be implemented. 1). Perform pressure grout injections on 18 inch centers under all of the proposed foundation elements, wall footings and column pads and 4.0 foot on centers below the slab - on- grade. These injections should be performed to a minimum depth of 10 feet below the existing ground surface and be placed in a staggered pattern. The grout injection pipes should have a minimum diameter of 1.5 inches Outside Diameter. The grout should be a fowable slurry ofsand, cementand water, and should be proportioned to yield a compressive strength of 1500 psi in 28 days. The injection pipes may be advanced utilizing hydraulic Jetting, as long as care is taken not to over jet and create any subterranean voids. This grouting operation should be performed by a reputable subcontractor with at least 5 years of experience in this type of work. THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY. ASPHALT. CONCRETE & "GEOTECHNICAL "TESTING LABORATORY • •08 t .. .. - T. 0 0 00* . . . . - 0 .. EAoSTC OAST TEJTINVio &: "' /YL7/:V .. A1& INC. SERVING SOUTi ALOMMA SINCE 1981' 1-800 -329 -7645 - "SOIL" .. • • i •• •.• •• • Page #2. Lab #2505593 It should also be noted that pressure grouting is a remedial treatment whose effectiveness is directly dependant upon the types of soils treated and the quality of the Injection procedures, and may have to be repeated at some time in the future. Pressure grouting can cause localized soil heave which may damage existing structures or utilities. The grouting operation should be monitored by this laboratory for certification and compliance to the local building codes and municipalities. Two sets of 2x2 cubes should be taken for each days production, so as to evaluate the consistency of the grouting slurry. One set shall be taken in the morning, and one set in the afternoon of each day's production. The natural ground water table was discovered to exist at an elevation of +/ -7.00 feet below the existing natural ground surface at the time of our borings. Fluctuation in the observed groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on -site speck factors HELICAL PIER ALTERNATIVE An alternative to the aforementioned would be to support the proposed addition with a deep foundation system of helical piers. We anticipate that a 14 inch foundation anchor installed to a vertical distance of 16.0 -20.0 feet below the surface will provide an allowable compressive capacity of 20.0 -24.0 kips respectively. The specific design of the piers should be left up to the speciality contractor with respect to depth and load bearing capacity, however preliminary analysis indicates that a 14" helix foundation anchor could yield an allowable compressive capacity of 20 kips. Pier capacity is directly dependant upon helixsize and spacing and the subcontractor will be able to provide the most cost effective combination of helix sizes and depths. The design of the piers should be left up to the speciality contractor.with respect to depth and load bearing capacity. Should this laboratory inspect the installation of the helical piers a Foundation Certification will be submitted upon satisfactorily completion of the piers. PIN PILE ALTERNATIVE As an alternative to Pressure Grout and/or Helical Piers we recommend that the proposed addition be supported utilizing a foundation system of pin piling. We anticipate that a four inch pin pile Installed to a depth of approximately twenty -five to forty feet or to refusal conditions will yield an allowable bearing capacity of 8 kips. It is our anticipation based on previous experience in this area, that these piling will probably reach refusal conditions at approximately +1- -25.0 to +1-40.0 feet below grade. THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & °GEOTECHNICAL'TESTING LABORATORY � �• • • ••• • • • • • • • • • • ••• E /`ia7 / 4®AST TEa7TINVi & : 07P / /ri i • /�Ifri� INC. SERVING SOUT11 A &RIDA SINCE 1981' 1- 800 - 329 -7645 - "SOIL' •• • . . .• ••• •i . ••• • • . • •• . .. •• . • • • • • ••• •• • Page #3. Lab #2505593 Pile length, however should be determined by driving a minimum of two, (2) test piles on the site to determine the pile depth with respect for pile diameter and hammer type. A geotechnical engineering representative from this office shall be represent for the test pile operations and for the remainder of the pin pile procedures for certitication purposes We recommend that these piling have a minimum wall thickness equivalent to schedule 80. The sections of the piling should be welded to the outer collars to insure the structural stability of the piling. Once the piling are installed they may be filled with 3000 psi concrete and attached to the foundations with either embedded reinforcing, or top plates. This decision and detail is the responsibility of the project structural engineer. The piling should be installed with a Rhino Model 140 pneumatic jack hammer, or approved equal, capable of advancing the piling to the required depth. Refusal conditions are determined with less than 0.1 inches of movement in 1 minute of driving. Piling installed in accordance with these recommendations will provide an allowable compressive capacity of 8 kips. Should this laboratory inspect the installation of the pin piles a Foundation Certification will be submitted upon satisfactorily completion of the piles. The Standard Penetration Test ASTM D -1586 The Standard Penetration Testis the most commonly employed tool utilized to identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free failing 30 inches. Each drive of the 24 inch long split spoon is divided info four six inch increments. The second and third increments are totaled to produce the "N" value found on your report. The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing If requested. Samples are generally held for 90 days unless otherwise directed by the client. The ground water table is obtained from the borehole upon completion of the drilling Procedures. This water table is useful in the genera/ evaluation of particularsoii conditions, and may give the contractor some insight into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHN /CAL "TESTING LABORATORY EASTCOAST TESTIN EffGhEfftNO, INC. SERVING SOUTH A&MA S 1981 '. 1- 800 -329 -7645- "SOIL" .. . . . •• •.• •• . ......... . • • . . . . .. . . . • . . ... .. • Page #4. Lab #2505593 Although the standard penetration test is one of the most reliable methods used to Identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile Is strictly based on the data obtained from the borings, and If unusual or varying conditions are found we should be notfed immediately. A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests perfonned. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered In the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING, Inc., for your geotechnical needs. Should you need furtherassistance with this orany otherproject, please contact this office. Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. A.-- PA.Ar Q-v5-tn 4�2xlw Etienne Prophete, P.E. Craig S. Smith, President Stale of Florida #44613 f.•Idatatw�c9ocsUab12505593. cs THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & ° GEOTECHNICAL"TESTING LABORATORY • . ... • . •• of • • • • ..� . . . ... EASTCOAST TES TINU Ef8iG1NE lq% , INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 ; • • .;. '. • '4341 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE 4 9 - • • • ESTABU UF :: • : • . TEST BORINd AE):ed iT ' ... P . LABORATORY NUMBER: 2505593A OFFICE FAX #: 954971 -8872 BORING NUMBER. 1 CLIENT. RAY CARABOTTA CUSTOMER #. PROJECT. PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION: 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION. APPROX 15'S & 5'W OF EXISTING SE BUILDING CORNER DRILL RIG#: HH GROUND WATER. 7' DATE 12129/05 ELEV: APPROX EVEN WITH ROAD CROWN CASING: SPT NOTE. SURVEY NOT GIVEN UNLESS NOTED B.E.G. BELOW EXISTING GRADE LOCanONS aRefi"ROx UNLESS srArceo DEPTH SAMPLE BORING NUMBER: PAGE NUMBER. 1 HAND HAMMER FEET NUMBER VISUAL SOIL CLASSIFICATIOX(AASHTO M1451ASTMD2487 N VALUES 1 1 Brown fine medium grained sand, little roots, trace of limerock 6 6 2 0.0 -2.0 3 9 12 3 2 Tan fine medium grained sand, little limerock 2.0 -3.0 15 13 4 3 White fine medium grained sand 5 8 9 5 3.0 -5.0 6 6 6 4 Dark brown fine medium grained sand 3 6 5 7 5.0 -8.0 6 6 8 1 2 5 5 9 5 Brown f/ne medium grained sand 3 2 10 8.0 -10.0 1 4 6 11 12 BORING TERMINATED AT 10.0' 13 14 15 16 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 35 LB. HAND HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS: A.S.T.M. D 14521STANDARD PENETRATION TEST.ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT ANDIOR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTYAND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., G ETIENNE PROPHETTE, P, E. CRAIG S. SMITH, PRESIDENT FLORIDA R.E'GISTRATION # 44316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLDISPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHN /CAL "TESTING LABORATORY . . . t�= .. EASTCOAST TESTIA10 •h: 010�� INC. 4100 NORTH POWERLINE ROAD - SUITE G -i • • • ; • • .;. '.' * . 4341 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800-3297645 (SOIL) - (561) 4718220 FACSIMILE #095 1 �8►72• • • • ESTABLIS IE 11 f.0 ®• • : • • • TEST BOW146 hePC it • LABORATORY NUMBER: 25055938 OFFICE FAX #: 954 - 971 -8872 BORING NUMBER: 2 CLIENT: RAY CARABOTTA CUSTOMER #: PROJECT. PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION. 166 NE92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION: APPROX WEST ADDITION SOUTHWEST BUILDING CORNER DRILL RIG#. HH GROUND WATER: 7' DATE. 12/29/05 ELEV. APPROX EVEN WITH ROAD CROWN CASING: SPT NOTE. SURVEY NOT GIVEN UNLESS NOTED B.E.G. BELOW EXISTING GRADE LOCA77ONS AREAPPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER. 1 HAND HAMMER FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487 N VALUES 1 1 Brown flee medium grained sand, little roots and silt 7 5 2 0.0 -1.5 2 6 8 3 2 White fine medium grained sand 7 8 4 1.5 -5.0 3 7 9 5 9 11 6 3 Dark brown fine medium grained sand 4 6 10 7 5. 0 -7.0 13 9 8 4 Dark brown fine medium grained sand, trace of silt 4 7 5 9 8 13 10 7.0 -10.0 6 12 14 11 12 BORING TERMINATED AT 10.0' 13 14 15 16 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2 SAMPLER WITH 35 LB. HAND HAMMER FALLING 30° SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS: A.&T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED. IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., 6� ) ETIENNE PROPHETTE, P.E. CRAIG S. SMITH, PRESIDENT FLORIDA REGISTRATION # 44316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. FETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHN /CAL "TESTING LABORATORY . . . ••• EASTCOAST TESTINQ ,4 ERG'fXE1 Rf11lVG, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 • • ' 4341 OKEECHOBEE BLVD. , - SUITE A -5 POMPANO BEACH, FLORIDA 33073 • • • • • WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 us FACSIMILE #. M4 9 1 &72. . • • ESTABLIS�d • *4 i :00 i s • TEST BORING REPORT LABORATORY NUMBER: 2505593C OFFICE FAX #: 954971 -8872 BORING NUMBER. 3 CLIENT. RAY CARABOTTA CUSTOMER #. PROJECT. PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION. 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION. APPROX WEST ADDITION- NORTHWEST BUILDING CORNER DRILL RIG#. F-250 GROUND WATER. 7' DATE 12/29/06 ELEV. APPROX EVEN WITH ROAD CROWN CASING: SPT NOTE. SURVEY NOT GIVEN UNLESS NOTED B.E.G: BELOW EXISTING GRADE L OC A 77 ONS aRE APPROX UNLESS sraxEO DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION(AASHTO M1451ASTMD2487 N VALUES 1 1 Brown fine medium gr sand, some roots, tr of limerock & silt 0.0-1. 5 6 2 2 White fine medium grained sand 11 5 5 3 1.0 -5.0 4 3 4 6 3 4 5 3 3 6 3 Dark brown fine medium grained sand 4 1 1 7 5.0 -8.0 2 1 8 2 1 1 9 4 Tan fine medium grained sand, little limerock 1 2 10 8.0 -10.0 5 3 3 11 5 Tan limerock and fine medium grained sand 3 5 12 10.0 -13.0 12 7 9 13 11 11 14 6 Tan limerock and fine medium grained sand 20 9 15 151 1 13.0 -16.0 12 12 16 1 1 BORING TERMINATED AT 16.0` 2III 12 S TANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WfTH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS: A.S.T.M. D 14521STANDARD PENETRATION TEST.ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CRAIG S. SMITH, PRESIDENT ETIENNE',RROPHETE, P.E. STATE OF FLORIDA #44396 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BYEASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICA- L"TESTING LABORATORY s EASTCOAST TESTING & ENGINEERING, INC. 4100 N. POWERLINE ROAD DATE INVOICE # SUITE G -1 POMPANO BEACH, FL 33073 01/0312006 Q2505598 954 972 -7645 954 971 -8872 FAX PLEASE REFERENCE INVOICE NUMBER ON YOUR CHECK! BILL TO TEST LOCATION CARABOTTA, RAY CARABOTTA, RAY 166 NE 92ND STREET 166 NE 92ND STREET MIAMI SHORES, FL 33138 MIAMI SHORES, FL 33138 P.O. NO. TERMS DUE DATE REP TEST DONE... CURT. FILE... C.O.D. 01/03/2006 DSS 12/2912005 7214 ITEM DESCRIPTION QTY RATE AMOUNT SPT Standard Penetration Test 850.00 $60.00 DISCOUNT U BUILD IT 100.00 1000.00 D THANK YOU. Total $760.00 VISA cu'*w%r% z I S TER C 4" A C CEF TED EASTCOAST TESTING & ENGINEERING, INC._ 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A-5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 DECEMBER 30 2005 REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS - RECOMMENDATION FOR RAY CARABOTTA PROPOSED ADDITION 166 NE 92 STREET MIAMI SHORES, FLORIDA MIAMI DADE COUNTY, FLORIDA THRESHOL (SPECIAL INS, ,BORINGS DENSITY ASPHALT CONCRETE & aGEOT`ECHNICAL'°TESTING LABORATORY t EASTCOAST TESTING & ENGINEERING; INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1-800- 3297645 (SOIL) - (56 4718220 FACSIMILE # ( 954) 971 -8872 ESTABLISHED 1981 December 30, 2005 Report of Engineering Evaluation For: Ray Carabotta Project : Proposed Addition Location : 166 NE 9r Street Miami Shores, Florida Gentlemen: As peryourrequestEastCoast Testing & Engineering, Inc. performed themodlfiedand standard penetration test borings at the above location on December 29th, 2005. We are herein submitting the results of our findings. A review of ourboring logs shows that beneath the surface the upperlevel of subsoils are comprised of very loose to medium dense fine- medium grained sands with some roots, little Iimerock and silt in the top +1- 1.0 -2.0 feet of depth. Below this zone ourborings disclosed multifarious layers of fine- medium grained sands and tine- medium grained sands with little limerock fragments primarily in a very loose to loose compaction condition to a depth of +/- 10.0 feet below the existing surface grade elevation. From this depth our borings disclosed limerock fragments and fine- medium grained sands in a medium to dense state of relative consolidation which continued to -20.0 feet below the existing surface grade elevation. These Ilmerock- -sand substrata extend past the terminal depth of oursubsurface exploration, twenty feet maximum penetration. In order to prepare the site to support construction designed for an allowable soil bearing capacity of 2000 psf, we recommend the following procedures be implemented. 1). Perform pressure grout injections on 18 inch centers under all of the proposed foundation elements, well footings and column pads and 4.0 foot on centers below the slab - on- grade. These injections should be performed to a minimum depth of 10 feet below the existing ground surface and be placed in a staggered pattern. The grout injection pipes should have a minimum diameter of 1.5 inches Outside Diameter. The grout should be a f/owable slurry ofsand, cementand water, and should be proportioned to yield a compressive strength of 1500 psi In 28 days. The Injection pipes may be advanced utilizing hydraulic jetting, as long as care Is taken not to over jet and create any subterranean voids. This grouting operation should be performed by a reputable subcontractor with at least 5 years of experience In this type of work. It should also be noted that pressure grouting is a remedial treatment whose effectiveness Is directly dependant upon the types of soils treated and the quality of the Injection procedures, and may have to be repeated at some time In the future. Pressure grouting can cause localized soil heave which may damage existing structures or utilliies. The grouting operation should be monitored by this laboratory for certification and compliance to the local building codes and municipalities. Two sets of 2x2 cubes should be taken for each days production, so as to evaluate the consistency of the grouting slurry. One THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & °GEOTECHNICAeTESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1 -800- 329 -7645- "SOIL" Page #2. Lab #2505593 set shall be taken In the moming, and one set in the aftemoon of each day's production. The natural ground water table was discovered to exist at an elevation of +/ -7.00 feet below the existing natural ground surface at the time of our borings. Fluctuation In the observed groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on -site specific factors HELICAL PIER ALTERNATIVE An alternative to the aforementioned would be to support the proposed addition with a deep foundation system of helical piers. We anticipate that a 14 Inch foundation anchor Installed to a vertical distance of 16.0 -20.0 feet below the surface will provide an allowable compressive capacity of 20.0 -24.0 kips respectively. The specific design of the piers should be left up to the speciality contractor with respect to depth and load bearing capacity, however preliminary analysis indicates that a 14" helix foundation anchor could yield an allowable compressive capacity of 20 kips. Piercapacity is directly dependant upon helix size and spacing and the subcontractorwill be able to provide the most cost effective combination of helix sizes and depths. The design of the piers should be left up to the speciality contractor with respect to depth and load bearing capacity. Should this laboratory inspect the installation of the helical piers a Foundation Certification will be submitted upon satisfactorily completion of the piers. PIN PILE ALTERNATIVE As an alternative to Pressure Grout and/or Helical Piers we recommend that the proposed addition be supported utilizing a foundation system of pin piling. We anticipate that a four inch pin pile installed to a depth of approximately twenty -five to forty feet or to refusal conditions will yield an allowable bearing capacity of 8 kips. It Is our anticipation based on previous experience In this area, that these piling will probably reach refusal conditions at approximately +1- -25.0 to +1- -40.0 feet below grade. Pile length, howevershould be determined by driving a minimum of two, (2) test piles on the site to determine the pile depth with respect for pile diameter and hammer type. A geotechnicai engineering representative from this office shall be represent for the test pile operations and for the remainder of the pin pile procedures for cer0cation purposes We recommend that these piling have a minimum wall thickness equivalent to schedule 80. The sections of the piling should be welded to the outer collars to Insure the structural stability of the piling. Once the piling are Installed they may be oiled with 3000 psi concrete and attached to the foundations with either embedded reinforcing, or top plates. This decision and detall is the responsibility of the project structural engineer. The piling should be installed with a Rhino Model 140 pneumatic Jack hammer, or approved equal, capable of advancing the piling to the required depth. Refusal conditions are 4 - THRES /SPECIAL INSPECTIONS BORfhIGS `DENSITY ASPHALT CONCRETE & - GEOTECHN1CALsTESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645- "SOIL' Page #3. Lab #2505593 determined with less than 0.1 inches of movement In 1 minute of driving. Piling installed In accordance with these recommendations will provide an allowable compressive capacity of 8 kips. Should this laboratory inspect the installation of the pin piles a Foundation Certification will be submitted upon satisfactorily completion of the piles. The Standard Penetration Test ASTM D-1586 The Standard Penetration Test is the most commonly employed tool utflized to Identify In -situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of Internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight These "N" values represent the resistance of a 2 Inch diameter split spoon sampler driven by a 140 pound hammerfree falling 30 Inches. Each drive of the 24 inch long split spoon is divided into four six inch increments. The second and third increments are totaled to produce the "N" value found on your report The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 90 days unless otherwise directed by the client. The ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful In the general evaluation of particular soil conditions, and may give the contractor some Insight Into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identity soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As Is common Industry practice, we have assumeda uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and If unusual or varying conditions are found we should be notified immediately. A test Is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation In location may reveal similarly some changes In the depth, thickness, texture, and conditions of the stratum encountered Unless specifically stated otherwise, and specifically directed and prearranged by the client; all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the fled by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may T HRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAUTESTING LABORATORY 1 EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 - "SOIL' I Page #4. Lab #2505593 be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered In the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, orancillary use unless so specified and addressed by the engineer of record. Thank - you for using EASTCOAST TESTING AND ENGINEERING, Inc., for your geotechnical needs. Should you need furtherassistance with this orany other project, please contact this office. Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. Etienne Prophets, P.E. C g . rm th, President State of Florida #44693 fh&ta1wpdmsVab12505593.cs THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "�EDTECHNICA&TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972 -7645 SOIL - Dade (305 947-4768- FAX 954 - 971 -8872 800 329 -7645 ffgIL2 - 561 471 -8220 LABORATORY NUMBER: 2505593A OFFICE FAX #: 954971 -8872 BORING NUMBER: 1 CLIENT. RAY CARABOTTA CUSTOMER #. PROJECT. PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION. 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION APPROX 15'S & 5' W OF EXISTING SE BUILDING CORNER DRILL RIG#: HH GROUND WATER: 7' DATE 12129/05 ELEV. APPROX EVEN WITH ROAD CROWN CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED :. B.E.G. BELOW DUSTING GRADE LOCA 77ONS AEB o UNLES S r DEPTH SAMPLE BORING NUMBER. PAGE NUMBER. 1 HAND HAMMER FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487 N'VALUES 1 1 Brown fine medium grained sand, little roots, trace of limerock 6 6 2 0.0 -2.0 3 9 12 3 2 Tan tine medium grktWed sand, little limerock 2.0 -3.0 15 13 4 3 White fine medium grained sand 5 8 9 5 3.0 -5.0 6 6 6 4 Dark brown fine medium grained sand 3 6 5 7 5.0 -8.0 6 6 8 2 5 5 9 5 Brown fine medium grained sand 3 2 10 8.0 -10.0 1 4 6 11 12 BORING TERMINATED AT 10.0' 13 14 15 16 ST A 8 Q P n 0 ES T BORING: LO R O ON " O D. §AMP 35 LB ND E FLU SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS: A.S.T.M. D 1452(STANDARD PENETRATION TEST.ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER ARCHITECT ANDIOR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., <. lTi ETIENNE 1�RC PBS E, P.E. C . SMITH, PRESIDENT FLORIDA REGISTRATION # "316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS S EC,Q IFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUS IONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETS IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD/SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY . i EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powedine Rd. - Suite G -1 4361 Okeechobee Blvd - Suite A-5 Pompano Beach, Floride 33073 West Palm Beach, Florida 33409 Broward 954 972 -7645 SOIL -Dade 305 947 -4768 - FAX 954 971 -8872 800 329.7645 OIL - MaMMO ESTABLISHED 8 GVO -- . • •. LABORATORY NUMBER: 25055936 OFFICE FAX #: 954 -971 -8872 BORING NUMBER: 2 CLIENT: RAY CARABOTTA CUSTOMER M PROJECT. PROPOSED ADDITION CREW CHIEF. HE PROJECT LOCATION:. 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION: APPROX WEST ADDITION SOUTHWEST BUILDING CORNER DRILL RIG#: HH GROUND WATER: 7' DATE 12/29/05 ELEV. APPROX EVEN WITH ROAD CROWN CASING. SPT NOTE. SURVEY NOT GIVEN UNLESS NOTED: B.F-G: BELOW EXISTING GRADE n Ns UNLESS SM& DEPTH SAMPLE BORING NUMBER. PAGE NUMBER: 1 HAND HAMMER FEET NUMBER VISUAL SO IL CLASSIFICATION/AASHTO M1451ASTUD2487 N VALUES 1 1 Brown fine medium grained sand, little roots and slit 7 5 2 0.0 -1.5 2 6 8 3 2 White fine medium grained sand 7 8 4 1.5 -5.0 3 7 9 5 9 11 6 3 Dark brown fine medium grained sand 4 6 10 7 5.0 -7.0 13 9 8 4 Dark brown fine medium grained sand, trace of silt 41 7 5 9 8 13 10 7.0 -10.0 6 12 14 11. 12 BORING TERMINATED AT 10.0' 13 14 15 16 `• ATAN D — ARD 8INgM MON WT NQMW. LOWS PER NOT Qfi 2* O. P. AV LE RM 9 LA. HAM HA R FAWNG SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS• A S T M D 1452/STANDARD PENETRATION TEST ASTM D1586 THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T•M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTYAND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., ETIENNE P,40P�fE'T TE, P E. C S. SMITH, PRESIDENT FLORIDA REGISTRATION # 44316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPLCIFIED AUTHORIZATION FOR PUBUCATION OF STATEMENTS, CONCLUSIONS CERTIFICATIONS OR gKWQT:S REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD/SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powedine Rd - Suite G-1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward a5J4 972 -7645 SOIL -Dade 305 947-4760. FAX L9".971-8872 800 329 -7645 3011. - 561 471 -8220 ESTABLISHED 1981 LABORATORY NUMBER: 2505593C OFFICE FAX #: 954 -971 -8872 BORING UMBER 3 CLIENT: RAY CARABOTTA CUSTOMER 0. PROJECT: PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION: 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION: APPROX WEST ADDITION- NORTHWEST BUILDING CORNER DRILL RIG#: F -250 GROUND WATER; 7' DATE: 12/29/05 ELEV. APPROX EVEN WITH ROAD CROWN . CASING; sPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: &E.G. BELOW EXISTING GRADE s DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487 N VALUES 1 1 Brown fine medium gr sand, some roots tr of limerock & slit 0.0 -1.0 5 6 2 2 White trod medium grained sand 11 5 5 3 1.0-5.0 4 3 4 6 3 4 5 3 3 6 3 Dark brown fine medium grained sand 4 1 1 7 5.0 -8.0 2 1 8 2 1 1 9 4 Tan tine medium grained sand, little limerock 1 2 10 8.0 -10.0 •5 3 3 11 5 Tan limerock and fine medium grained sand 3 5 12 10.0 -13.0 12 7 9 13 11 1 14 6 Tan limerock and fine medium grained sand 20 9 15 15 13.0 -16.0 12 12 161. BORING TERMINATED AT 16.0' 23 11 12 ArAWN eg&UM 710N ZESE 8 BLOM PER T O " O.D S LB. H LUN SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS: A.S.T.M. D 14521STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., aalT MITH PRESIDENT ETIENNE PRO H E P. E. STATE OF FLORIDA #44316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESPEC %PIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS- CONCLUSIONS, CER77FICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM (ETS IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY raye i vi i k a w M v� a http: / /gisims2.miamidade.gov/ output /md_prop_SO141015267628601... 12/21/05 3 a s 93 ST E z NE 92 S7 W 9 a z � • , , 91 z � � _ s • �R� P °' Cl) T NE 89 NW 90 ST r, g TER NHU 89 a ST � Sh d 89 ST ,y w than 88 S GHQ NE z ' 88 TER w Q NE 87 S_ /C; N ST Z 87 ' 7 ST NW 87 ST ® 1 Porta1NE 86 AT 86 ST 03 T NE 8 S T°D a a a 85 T 84 a ST ' �Sp NE 83 TER r ST Ri NE 8 V d z 83 ST d 83 h ST cv M M d NE 82 O TER Q a NE 2 Zz z� 934 Biscayn NE 81 m N E TER NE 80 z TE j r� - " � 80 • NE 81 � '� NE 80 80 ST co a z 80 ST i 'very Lib sT `' `934 HE ?9 N w 7� 8 ' "7 'PER. d v d d V r 5 ST ` NE r R � - ST 77 T 77 7 i B z cn z 76 ST 7 76 sr m V 76 ST m 75 z Z M M NE 75 V TE v ST V NE 74 i p 73 3 �_ ` ST St ¢ V 4 NE 73 ST Z + 72 TER °D O o NE 72 ST ST 72 72 STS = .r 71 ST p t- TERM„ e- N 71 ST NE ST Q 71 STS' � a v 7® N T 70 < Palm 70 ST d Q v d Q '% 69 68 ST ay Ciub ' 69 ST 68 U E MIAMI PL N o. a 68 ST 68 ST NE 67 ST v 'C) v v 67 ST a� r ST to 67 M 65 ST , , N i N J H a6 T Y{ 6 S o. v 64 64 >4 65 dison 64 a ST (` x 63 ST CIO 64 ST $ w Lib' V 63 ST 63 4t "' M 61 ST 1 ST w d ST 60 59 TER v � U 60 ST E S N 59 ST , v NW 59 T NW 59 ST ;<. 58 t° ST m Qq s� z � NW 5 � .� "�� 58 TER • 5 ca d d us Q NE 56 �`' ST TER N NE � 55 TER 55 3.0 _ NE L) M cn t NW 53 E 53 T ST 5a ER 53 ST SEE MAP NO. 50 40 t ,rte 'i 1 ff y } 3 EIS i ��'." S�h U i KtFl�'.IC� - �]O Nti IrCy� J b�►TE IfN1/1E #: d /0312r 06 Q25Q6,15 POMPANO X31 Af7l FY. 3fl'7 9 PLE 3E- REFERENCE INYUICE NUMBER dN'YU.Y7R t .. . C�IEGK: BELL Tf) TESt LCGATICi CAI►BOTTA, RAY :DARABC�TI'A, RAC`( 166: NE 921 .STREET 1 C8 N} 9 ND STREET MIAMI ~S °WORES, FL 33138 cMlAM, SHORES, FL 33138 . r.r. • TERMS aUErl7/t fEi' . TEST DdEti bBT�' FILE .:. C O ;IJ b1103�'0�6 IT b O l i ? "iON 43'Y RATS If Spit S4a�tl�ir�c� ��t��ilo Test A5 ter, r r g . i� t b L � 2 � � -''� � F•n '� t �� x�u � r,�� c r 3i ,� c - n # 4 � f ,,» �t" f� � { ��'�`Y x .rs r "�i� � �� 4i�M � k � •,�^* f '� &r r b i � +r" h �� 2 _f ak €- i�"� "GSS�� s' �., x � # � } O 3 � �'3 J�5 @ 4 f Je 9� f� .� m .ry l - r EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G-1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 DECEMBER 30, 2005 REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS - RECOMMENDATION FOR RAY CARABOTTA PROPOSED ADDITION 166 NE 92 STREET MIAMI SHORES, FLORIDA MIAMI DADE COUNTY, FLORIDA THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & �GEOTECHNICAV TESTING LABORATORY EASTCOAST TESTING & ENGINEERING INC. �1 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 �1 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 �I FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 J December 30, 2005 Report of Engineering Evaluation For: Ray Carabotte Project : Proposed Addition J Location : 166 NE 92nd Street Miami Shores, Florida Gentlemen: As peryourrequest E&troast Testing & Engineering, Inc. performed the modified and standard penetration test bodngt at the above location on December 29th, 2005 We are herein submitting the results of our findings. A review of ourboring logs shows thatbeneath the surface the upperlevel of subsoils are comprised of very loose to medium dense tine- medium grained sands with some roots, little limerock and silt in the top +1- 1.0 -2.0 feet of depth. Below this zone ourborings disclosed multifarious layers of fin medium grained sands and fine- medium grained sands with little limerock fragments primarily In a very loose to loose compaction condition to a depth of +/- 10.0 feet below the existing surface grade elevation. From this depth our borings disclosed limerock fragments and fine- medium grained sands In a medium to dense state of relative consolidation which continued to -20.0 feet below the existing surface grade elevation. These limerock -sand substrate extend past the terminal depth of oursubsurface exploration, twenty feet maximum penetration. In order to prepare the site to support construction designed for an allowable soil bearing capacity of 2000 psf, we recommend the following procedures be Implemented. 1). Perform pressure grout Injections on 18 inch centers under all of the proposed foundation elements, wall footings and column pads and 4.0 foot on centers below the slab - on- grade. These Injections should be performed to a minimum depth of 10 feet below the existing ground surface and be placed in a staggered pattern. The grout Injection pipes should have a minimum diameter of 1.5 Inches Outside Diameter. The grout should be a f/owabie slurry ofsand, cementand water, and should be proportioned to yield a compressive strength of 1500 psi In 28 days. 'The Injection pipes may be advanced utilizing hydraulic Jetting, 'as long as care Is taken not to overjet and create any subterranean voids. This grouting operation should be performed by a reputable subcontractor with at least 5 years of experience In this type of work. It should also be noted that pressure grouting Is a remedial treatment whose .! effectiveness Is directly dependant upon the types of soils treated and the quality of the Injection procedures, and may have to be repeated at some time In the future. Pressure , 7 grouting can cause localized soil heave which may damage existing structures or utilities. The grouting operation should be monitored by this laboratory for certification and compliance to the local building codes and municipalities. Two sets of 2x2 cubes should be taken for each days production, so as to evaluate the consistency of the grouting slurry, One .. THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & ° GEOTECHNICAL"TESTIN LABORA7='ORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1 -800- 329 -7645 - "SOIL' Page #2. Lab #2505593 set shall be taken In the morning, and one set in the afternoon of each day's production. The natural ground water table was discovered to exist at an elevation of +/ -7.00 feet below the existing natural ground surface at the time of our borings. Fluctuation in the observed groundwaterlevels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on -site specific factors HELICAL PIER ALTERNATIVE An alternative to the aforementioned would be to support the proposed addition with a deep foundation system of helical piers. We anticipate that a 14 Inch foundation anchor _ installed to a vertical distance of 16.0 -20.0 feet below the surface will provide an allowable compressive capacity of 20.0 -24.0 kips respectively. The specific design of the piers should be left up to the speciality contractor with respect to depth and load bearing capacity, however preliminary analysis indicates that a 14" helix foundation anchor could yield an allowable compressive capacity of 20 kips. Piercapacityls directly dependant upon helixsize and spacing and the subcontractor will be able to provide the most cost effective combination of helix sizes and depths. The design of the piers should be left up to the speciality contractor with respect to depth and load bearing capacity. Should this laboratory Inspect the Installation of the helical Piers a Foundation Certifficadon will be submitted upon satisfactorily completion of the piers. PIN PILE ALTERNATIVE As an alternative to. Pressure Grout and/or Helical Piers we recommend that the proposed addition be supported udiizing a foundation system of pin piling. We anticipate that a four Inch pin pile installed to a depth of approximately twenty five to forty feet or to refusal conditions will yield an allowable bearing capacity of 8 kips. It Is our anticipation based on Previous experience in this area, that these piling will probably reach refusal conditions at approximately +1-25 0 to +/ -40.0 feet below grade. Pile length, howevershould be determined by driving a minimum of two, (2) test piles on the site to determine the pile depth with respect for pile diameter and hammer type. A geotechnical engineering representative from this office shall be represent for the test pile operations and for the remainder of the pin pile procedures for certHfcadon purposes We recommend that these piling have a minimum wall thickness equivalent to schedule 80. The sections of the piling should be welded to the outer collars to Insure the structural stability of the piling. Once the piling are Installed they may be filled with 3000 psi concrete and attached to the foundations with either embedded reinforcing, or top plates. This decision and detail is the responsibility of the project structural engineer. The piling should be installed with a Rhino Model 140 pneumatic jack hammer, or approved equal, capable of advancing the piling to the required depth. Refusal conditions are ,. THRESH0-LD 1SPECIAL INSPECTIONS BOAINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAL °TESTING LABORATORY rl r7 i EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645- "SOIL" Page #3. Lab #2505593 � determined with less than 0.1 inches of movement in 1 minute of driving. Piling installed In accordance with these recommendations will provide an allowable compressive capacity of 8 kips. Should this laboratory inspect the Installation of the pin piles a Foundation Certillcatlon will be submitted upon satisfactorily completion of the piles. The Standard Penetration Test ASTM D-1586 The Standard Penetration Testis the most commonly employed tool ut/lized to Identify In -situ subsurface soil conditions. The "N" values obtained from the boring provide an •, accurate estimation of Internal soil characteristics such as relative density, Internal shear strength, angle of internal friction, and the approximate range of the soil `s unit weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammerfree falling 30 Inches. Each drive of the 24 inch long splitspoon Is divided into four six Inch Increments. The second and third Increments are totaled to produce the "N" value found on your report The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classed. The SPT samples are available for laboratory testing If requested. Samples are generally held for 90 days unless otherwise directed by the client. The ground water table is obtained from the borehole upon completion of the drilling procedures. This water table Is useful in the general evaluation of particular soil conditions, and may give the contractor some insight into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test Is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As Is common Industry practice, we have assumeda uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile Is strictly based on the data obtained from the borings, and If unusual or varying conditions are found we should be notified immediately. A test Is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing.., Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & !WEQTECNNICAV TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800- 329 -7645- "SOIL" Page #4. Lab #2505593 be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered In the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, projec4 or ancillary use unless so spec/fied and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING, Inc., for your geotechnical needs. Should you need furtherassistance with this orany otherprojecf please contact this office. J Respectfully Submitted; EASTPOAST TESTING & ENGINEERING, INC Etienne Pmp, P. E. Crag S. Smith, President State of Florida 944613 ,f*1daW1wpdocsVeb12505593.cs I J I THRESHOLD /SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & - GEOTECHNICAC TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powedine Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954J 972 -7645 SOIL - Dade 30 947 -4768 - FAX 954 971 -8872 800 329.7645 SOIL - 561 471 -8220 I, , LABORAT ORY NUMBER: 2505593A OFFICE FAX #: 954 -971 -8872 BORING NUMBER: 1 �, CLIENT: RAY CARABOTTA CUSTOMER #: PROJECT: PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION: 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER: RM BORING LOCATION: APPROX 15'S & 5' W OF EXISTING SE BUILDING CORNER DRILL RIG#: HH GROUND WATER: 7' DATE 12/29/06 BLEU: APPROX EVEN WITH ROAD CROWN CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: S.E. BELOWEVSTING GRADE LOCAA . 77 ONS Affllimu sr .. DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 HAND HAMMER FEET NUMBER VISUAL SOIL CLASSIF'ICATION/AASHTO M1451ASTMD2a7 N VALUES 1 1 Brown fine medium grained sand, little roots, trace of limerock 6 6 2 0.0 -2.0 3 9 12 3 2 1 Tan fine medium grained sand, little limerock 2.0 -3.0 15 13 4 3 White fine medium grained sand 5 8 9 a, 5 3.0 -5.0 6 6 6 4 Dark brown fine medium grained sand 3 6 5 7 5.0 -8.0 6 6 8 2 5 5 9 5 1 Brown fine medium grained sand 3 2 10 8.0 -10.0 1 4 6 11 .. 12 BORING TERMINATED AT 10.0' 13 14 15 y ' 16 S TANDARD P O ST ORING: O PE ON 2° O.D. SAMP R H D ME F L1 /NG 30° SOIL INVESTIGATION AND SAMPLING BYAUGER BO /NOS• A S T M D 14 71 PENETRATION TEST ASTM D1586 THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACIUTIES FOR A MAXIMUM OF THREE (3) MONTHS THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTYAND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., lTTT� ETIENNE PR PHET�';E, P C IG S. SMITH, PRESIDENT FLORIDA REGISTRATION # 44316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED AUTHORIZATION FOR PUBLICATION - OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EX7 I CTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM fETE11S STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING INC THRESHOLD/SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerllne Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972 -7345(S M -Dade 305 947 -4768 -FAX 954 - 971 -8872 800 329.7645 SOIL -(561)471-8220 LABORAT OR N UMBER. 25055938 OFFICE FAX #: 954-971 -8872 BORING NUMBER. 2 -- CLIENT. RAY CARABOTTA CUSTOMER #: PROJECT. PROPOSED ADDITION CREW CHIEF: HE PROJECT LOCATION: 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER. RM BORING LOCATION: APPROX WEST ADDITION SOUTHWEST BUILDING CORNER DRILL RIG#: HH GROUND WATER. 7` DATE: 12/29/o5 ELEV. APPROX EVEN WITH ROAD CROWN CASING. SPT NOTE. SURVEYNOT GIVEN UNLESS NOTED: S.E.G. BELOWOUS77MGGRADE L oas ox DEPTH SAMPLE BORING NUMBER: PAGE NUMBER. 1 HA o cESSsr ND HAMMER FEET NUMBER VISUAL SOIL CLASSIFICATIONlAASHTO M1451ASTMD2487 N VALUES 1 1 Brown fine medium grained sand, little roofs and silt 7 5 2 0.0 -1.5 2 6 8 3 2 White fine medium grained sand 7 8 4 5 1.5 -5.0 3 7 9 6 3 Dark brown fine medium grained sand 9 11 7 4 6 10 Lbn ne medium grained sand, trace of silt 5.0-7.0 13 9 4 7 5 8 13 7.0.10.0 6 12 14 RING TERMINATED AT 10.0 RING TON - O . S D H ME FA G - $OiL INVESTIGATION AND SA WUNG BYAUGER BORINGS• A S TM. D 1452(STANDARD PENETRATION TEST ASTM 'IM6 THE ABOVE TEST BORING WAS CONDUCTED IN A CORDANCE WITH A.S.T.M. DESIGNATION D -158 . THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FAC /LIT /ES FOR A MAXIMUM OF THREE 3 MONTHS. THE OWNER ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO WSUALL Y INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTYAND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., l ETIENNE 0)t0pHETTE, P.E. C .SMITH, PRESIDENT FLORIDA I?EGISTRA7'ION #44376 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PU POSES E SP C F ED AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS CERnR_CA ACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM (ETS IS STRICTLY PROMBITED UNLESS WRITTEN AUTHORIZATION Is PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING INC THRESHOLD/SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972 -7645 LSM - Dade 305 947-4768 FAX 954 - 971 -8872 800 329 -7645 SOIL - 561 471 -8220 • ESTABLISHED 1981 UVO: PEW ' LABORAT RY NUMBER: 2505593C OFFICE FAX . .954-971-8 BORING NUMBER. 3 _ CLIENT: RAY GARABOTTA CUSTOMER #. PROJECT. PROP SED ADDITION CREW CHIEF: HE PROJECT LOCA770N. 166 NE 92 STREET, MIAMI SHORES, FLORIDA DRILLER. RM BORING LOCATION. APPROX WEST ADDITION- NORTHWEST BUILDING CORNER ' DRILL RIG#: F -250 GROUND WATER: 7' DATE. 12129105 ELEV. APPROX EVEN WITH ROAD CROWN CASING. SPT NOTE. SURVEY NOT GIVEN UNLESS NOTED: B.EG: BELOW iWSTING GRADE LOCAnONS APPROK UNLESS S TAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER. 1 BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487 N VALUES 1 .1 Brown fine medium gr sand, some roots, tr of limerock & slit 0.0 -1.0 5 6 2 2 White fine medium grained sand 11 5 5 3 1.0 -5.0 4 3 4 6 3 3 3 5 6 3 Dark brown fine medium grained sand 4 1 1 7 5.0 -8.0 2 1 8 2 1 1 9 4 Tan tine medium grained sand, little limerock 1 2 10 8.0 -10.0 5 3 3 11 5 Tan limerock and fine medium grained sand 3 5 12 10.0 -13.0 12 7 9 13 11 11 14 6 Tan limerock and fine medium grained sand 20 9 15 15 13.0 -16.0 12 12 ' 1 16 BORING TERMINATED AT 16.0' 231 ill 12 STN 1ARD EANMBM ZRT BO @LQWS PER FOOT O ° O.D. S 1 HAMMER LLI G 30° SOIL INVESTIGATION AND SAMPLING BYAUGER BORINGS: A S T M D M52/STANDARD PENETRATION TEST ASTM D1586 THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A S T M DESIGNATION D -1586 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., C SMITH, PRESIDENT ETIEN PReOPH TE, P.E. STATE OF FLORIDA #I44316 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED AUTHORIZATION FOR PUBUCATION OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM (ETEI IS STRICTLYPROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING INC THRESHOLD/SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL TESTING LABORATORY u s il 2 40 1 N , ��` ' ry -'' + • �< *��Y � ' S �"�' t � �,'� "< x 4 �4 •i AM Ju M R i' I �. tams O gq ST . o► 1� NW 94 Sly co NW ST' E z 9 N � 93 z NE c� N 93 'S 92 ST z 92 Z 91 ' E r. 91 z 51C` ,SIC 441 NW 90 ST NW 90 S N 89 ST NW 89 d ST Sh d 89 ST TER 89 S NE W � 8 TER dian 88 S vq� NE z ,SIC, ST z 87 S'lo' NE 87 S 4 7 ST NW 87 z ST PortalNE 86 ST 86 ST N g6 T S Z� t NE 85 STS NW - i ST[ MHP E 83 TER m U Q S v Q 7 ST 0 NE � cn M > 83 ST Q Q ff NE 82 O TER Q z Z Z .3 { 82 S r W iscayn 93 NE 4 09 h N r E 0 TER NE 80 z TE j rz 7YE 81 , _ NE 80 80 ST a NE 79 z 78 Q v a v 7$ N ' ST 77 T 77TH a Z ST N R 77 ST h > 76 ST 76 ST 7 Q ST a 76 ST > h 4 m z z 75 N cn S r> NE 75 to ST I T ST v NE 74 co 73 z NE 72 TER °0 O 72 STS,. �q NE 5 72 ST �. ? H > HRH r ST NE 71 ST Q 71 STS'' Q v r ST 70 N 0 70 ST Q 4 v d a Q 69 T 69 ST balm ry Club 69 ST 68 68 ST �, E MtAMi PL NO. 68 S 68 ST s NE 67 �T is IC a >r U 67 ST $6 ST , ST �O 6 N h- 0.6 T o' $5 : N 6 65 J v N 4 64 64 64 a, ST 64 ST 64 l �eni S i er 3 R v , '''� T z 63 ST 63 T 63 .� ra ra 61 T t 61 ST 1 ST 60 Q P ST 5 60 ST 60 ST W Q ST E 60 59 TER 1 Y v N y V NW 59 TE I NW 59 ST S 58 7 co ST z Ln NW 5 'Z 58 TER �a H > > 5 --i 57 ST 56 a t) et Q 0 > r> ST ,► .. f N 5 a Q NE �E 55 TER TER 55 a v Q NE 54 Q ST at M 944. K t0 �n N '`' e- � � E ,n t� T NW 53 ST 52 ER 53 ST 52 TE8 OOLPH SEE MAP NO. 50 40 PERMIT #® Miami Shores Villa e APR 0 6 2007 ZONING DEPT BY: - _- -- - - - - -- BLDG DEPT , � CT,TO COMPUAN WITH ALL FE RAL N11AM ATEANx3{;.l1NTY RULES AND REGULATIONS DAD$ COUNTY, FLORIDA i METR"ADE FLACILER BUILDING BUILDING CE. (BCCO) 340 WEST Fi AGLER STREET, SUM 1603 PRODUCT N'TR D N MIAitiII, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375•2908 N (N T.M. WU " =t 601 NW 12 Ave. Pompano Beady FL 33069 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The d cuznentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by * 13�wd of Mules and Appeals (BOR.A) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MU). This NOA shall not be valid after the expiration date stated below. The M.41)ade County Product Control Division Oh -Miami Dade County) ardor 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 zmnufacturer 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 acceptatim if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirts of the applicable building code. 0000 . This product is approved as described herein, and has been designed to comply with the MlYblcpity HusrjFM . Zone of the Florida Building Code. • 000.80 'e-0- 000000 DESCRIPTION: Series K230"Oubwing Door with Sidelites LMI 0000.. APPROVAL DOCUMENT: • • • • Drawing No. W02 -77, titled "Seti� -230 Alum Out-Swing }�6dr'@trjSideli�d5°"', sheets 1 tluough 6 of 6, prepared, signed and sealed by Humayourr Fsrooq, P.E., dated 08!28!02} bearing tW - • • • 0 • • 0 Miami Dade County Product Control Approval stamp with the Notice of Acceptance munliN JW $pprovgrcW by 0.8.8 the Miami Dade County Product Control Division. • • • • 0 - *so bftm Jr IMPACT RATING: Large and Small Missile Impact : • • 0 0 .....- LABELING; Each unit shall bear a permanent label with the manufacturees dame or logo. city„Mate anti....' . following statement "Miami Dade County Product. Control Approved", unless otherwise nW%*in. ... : • • • • 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 beern.a revision or change in the materials. use, andlor manufacture of the product or process. Misuse of tins NOA as an endorsement of any product, for sales, advertising or any other purposes shall au M atically 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 manufaturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1016.009 Encptratton Date: December 26, 2007 APP ED Appraval Date: December 26, 2002 Maurice A. Sh oua, P. E. Page 1 MAURICE A. SH SHOUA, P.E., INC. FL Reg. Nos. EB5251 & 19554 , 4 t\ �: T .M. Window & Door NOTICE ®F ACCI.PTADgCE: 1yLE1vCDr SUBNffM (For File ONLY. Not part ofNOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77, titled "Series-230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, PX., dated 08 29/02. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 - 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswmg door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FaL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missde.Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 0000 along with marked -up drawings and installation diagram of aluminum eutswmg • • • � - • • • • door, prepared by Fenestration Testing Laboratory, Inc., Test R.eporAj Fri,.- � • • • • 2648, dated 06/26100, signed and sealed by Aldo P. Gonzales, PY 0 ' - - . 0 0 - • • • • • 3. Test reports on 1)Uniform Static Air Premu re Test, Loading per f9MAS 202 - % 0 0 0 : 00 0 2) Large and Missile Small Impact Test per F13C, OK" 1 -94• - - - - - •. * 0 - 3) Water Resistance Test, per FBC, TAS 202 -94 ...... 0000 .. :.. 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ' ..' : 0 .. 0 0 0 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 2AZr94 .- along with marke&up drawings and installation diagram of ahunauA ciutswin... 0 0 0 0 :. door, prepared by Fenestration Testing Laboratory, Inc., Test R Nq. FT-f,-_---0 :0000: 3053, dated 06126!00, signed and sealed by Aldo P. Gonzales, P • • • • •. • C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farroq Corporation, dated I0115/02, signed and sealed by Humayoun Farroq, PXZ D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05121/06. I Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E -1 T T E. STAKE I 1. Statements letter of confo rnrmaance, dated 1 1 5/02, signed and sealed by Humayoun Farroq, F.E.. 2. . Statement letter of no Financial interest, dated 10115/02, signed and.sealed by Hnmayoun Farroq, F.E. F. OTHER 1. Letter from Pxstormo & Alam Consulting Engineel%, Inc. 0000 •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 0000 • • • • 9 • 0000 0000 0000• . • 9900• • •99 ••9•0 • • • • •• 9 •• •• • • 9.99• • •999• • • • 9 • • • • 0000 ••••9• • • 0000 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E -3' ... . . . . .... . ... .... • •• •• • • • •• •• •�• • e • •�• • • ,,.- -. a .. �.. w...� _....� .... ....... . .. . .... . . . . . . . . . . . .. ... . . .. .. ... . . . ... . . .... ....... . .. • •• •• • • • •• •• •�• • s • •�• • • "` ... . . . . ... . . • e• •• • • • •• •• ••• • • • ••• • • I e. • fS� Std • • • i • • � • •• • • •• • ALI. AV EL mm 1�0 1531 Rq .f AO • i. i • • s i i • i i �• ANK • • low mwmnmmm • tWR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A i Allf W02 -77 /v • •♦• • ••• • • OV • • • • • • • • • • • •• e• s • • •• •• ••• • • • ••• • • t •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADS • • • • 00: • 00: M M -DARE COUNTY, FLORIDA • • • • • • • • • • • METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (I COOS • • : • • : ' • • : 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIMION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (1'A� : •; ; •: ;. • •; • Therma -Tru CogwratioII •• • • • • • • • • • • • ••• •• 108 Mutzfeld Road Butler, IN 46721 SCOPE: This NOA is Ding issued under the applicable rules and regulations governin' use oo materials. The documentation submitted has been reviewed by Miami -Dade County d 'v d accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Co ' °' s er ` allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below: The � r unty Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Premium Series 8'0 Outswing W/E Opaque Insulated Steel Door w/Sidentes APPROVAL DOCUMENT: Drawing No. S -2346, titled "Premium Series w & w/o Sidelites up to 8-0 x 8-4 . Outswing Unit", sheets 1 through 9 of 9, dated 7/17/03 with revision #1 dated. 9/29/03, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval daze by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant (Doors only) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval d_ ocument mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. D NOA No 03- 0818.01 Exphu lon Date: December 18, 2008 Approval Date: December 18, 2003 JUN 2 7 Page 1 . a ®vo.mo ©.......... • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• Therms -Tru Coraoration ... 00 .. .. .... . . . ... . NOTICE OF ACCEPTINCE.' • • EVIDENCE SUBMITTED A. DRAWINGS 0 . • • • • • • • • • • I. Manufacturer's die drawings and. -sect 0 * W * • • • • • 2. Drawing No. 5 -2346, titled "Premium Series w & w/o Sidelites up to 8-0 x 8-4 Outswing Unit", sheets 1 through 9 of 9, dated 7117/03 with revision #1 dated 9/29/03, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS: I. Test reports on 1) Air Infiltration Test, per FBC TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC TAS 202 -94. along with installation diagram of a steel entrance door and sidelights prepared by ETC Laboratories. test report No. ETC -01- 741 - 11210.0 dated April 23, 2003 signed and sealed by Mark D. Passero, P.E. C. CALCULATIONS I. Anchor calculations dated 4/21/03 prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. Complies with ASTM E1300 -98. i i D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test report on "Standard Test Method for Surface Burning Characteristics of Buiding Materials ", per ASTM E84 -00a forflame spread and smoke development of Therma -Tru Corporation Construction Series Insulated Steel Door Panel, conducted by Omega Point Laboratories, Test Report No. 15427-107362, dated August 28, 2000. 2. Notice of Acceptance No. 01- 1120.08 issued to Therma -Tru Corporation for their "Merma -Tru Series BTS, TCM,. PVC, SMC Lite Frames, approved on 01/18/02 and expiring on 01/18/07. e P.E. Product Co Examiner NOA o 03.081 &01 ENpiration Date: December 18, 2008 Approval Date: December 18, 2003 E -1 • 0 000 . •• . . . •. •. . . . . . . . . . . . Therma -Tra Coruoration .'.. • • • • • ": • • • ": • • •• • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE! • ' EVIDENCE SUBMITTED .... . .. ... .. F. STATEMENTS • " " • I. Statement letter of confornmce-vnJo; n;.Yinn&al interest, dated April 21, 2003, signed and sealed by Lyndon F. Schmidt, P.E. 2. Statement letter of no financial interest, dated March 12, 2003, signed by Steve 7asperson, Project Scientist, Thezma -Tru Corporation. G. OTHER 1. None. Manuel Pe Product Control r NOA No 01 Expiration Date: December 18, 2008 Approval Date: December 18, 2003 E -2 MAX. 'L=St 11=Y yL3 1 11=SI $ h 8 GENERAL NOTES WIDTH m E $ 1. THI CT I DESIGNED TO COMPLY WITH THE HVHZ FLORIDA 2. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO € $ TRANSFE LOADSL co TO THE STRUCTURE AND BE REVIEWED BY O g d BUILDING a 5 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. czal p 4. DESIGNED PRESSURE RATING SEE TABLE BENEATH ELEVATIONS. 5. THIS PRODUCT MFFTS THE WATER REQUIREMENTS FOR 'HIGH N QC VELOCITY HURRICANE ZONES" WITH THE USE OF THE HIGH DAM BUMP n rn c • • •q � v � THRESHOLD. SEE THE DESIGN PRESSURES LISTED BELOW. `� • • • • .4 z oMr. 000 • 6. THIS SYSTEM REQUIRES WINDSORNE DEBRIS EXTERNAL PROTECTION • • oz � ' AS PRESCRIBED IN SECTION 1626 OF THE FLORIDA BUILDING CODE ALL M0DE1aS•/�RE.VlEWFD • • � • AT StDELITES ONLY. FROM• • • • o� m C • • . • 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A • SINGLE OR DOUBLE CONFIGURATION. • • • . • . • �I y+ O X X O •••• •• . C4gx y • • • a a ••• •• i n, • ••• ®® ®® • � • •• • Ld 2 '2 N W + O e] — ° V ® o� 1 Q • N � 4 cc�� 1 + B B ua + n a i w L____ a M ° X O X 0 X X 0 X X 0 Na DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES ° rn +60.0PSF 1 - 60.0PSF +60.0 / 80.0PSF +60APSF/ 60.0 PSF +&0.0PSF/ 60.0 PSF z TABLE OF CONTENTS — 7/17/03 Smy- N.T.S. SHEET # DESCRIPTION SHEET # DESCRIPTION Appw -v d- =ugiylsge4pthe 1 TYPICAL ELEVATIONS & GENERAL NOTES 6 ANCHORING O N LS f oW C Dm. � ROF 2 DOOR PANEL & FRAME CONSTRUCTION 7 L N & 1 cm eh TJH 3 VERTI C SS SECTiO S mddo amwac NO.: 4 HORIZONTAL CROSS SEC710NS 9 1 UNIT COMPONENTS & BILL OF MATERIALS 5 -2346 5 HORIZONTAL CROSS SECTIONS & NOTES WiM 1 O g Y.�itl b CROWN x 2.0 16 tJ 1 16 ga. WIRE STAPLE PANEL CONSTRUCTION $ Q O THE PANEL IS CONSTRUCTED FROM 24 gA. (0.022" MIN. THK.) GALVANIZED AND a PRIME — COATED STEEL FACE SHEETS (ITEM J1). THE INTERIOR CAVITY OF EACH DOOR IS FILLED WITH BASF POLYURETHANE FOAM (ITEM #6). THE FACE SHEEP EDGES ARE N ROLL FORMED TO FORM A MECHANICAL- INTERLOCK WITH THE HINGE AND LATCH ° 39 FINGER JOINTED PINE S77LES (ITEM J'S 3&4), (1.234" THK. x 1.625 WIDE). THE U`j :O 6 o.••'o:' AR STIES E MACHINED 70 INTERLOCK WITH THE STEEL FACE SHEETS. THE 70P RAIL (ITEM #2) IS FINGER JOINTED PINE (0.851 "THK. x 1.62.5* WIDE) AND THE BOTTOM z p ' a'.:. • RAIL (ITEM #5) IS WOOD COMPOSITE (0.836" THK. x 1.625" WIDE) AND KERFED TO • • • • p o RECIEVE A DOOR SWEEP (SWEEP USED ON IN -SWING MODELS ONLY). THE STILES AND • • • • • • P'o•..'" • • • RAILS ARE PRESSURE FITTED AND ADHESNELY BONDED TO THE STEEL FACE SHEETS. THE HINGE STILE WAS MORTISED AT 8.375 37.625" AND 66.875 FROM THE TOP OF • • • • • : N g • • O ''O 0. • THE DOOR PANEL TO RECIEVE (3) THERMA -TRU 4.0" x 4.0 BUTT TYPE HINGES. THE • • • : • • • • • • O.. ti LATCH STILE WAS REINFORCED WliH A WOOD LOCK BLOCK (ITEM X37) MEASURING • • • • • • • µ j • 2.625" WIDE 10.375" LONG x 1.625" THK. AND LOCATED AT 31.625" FROM THE TOP n� • • • : OF THE DOOR PANEL • • • • • • : • F F x • ° !J •s•• • •di ° •• •• °.'•.p FRAME CONSTRUCTION • z O THE DOOR FRAME AND SIDELITE FRAME HEAD JAMBS AND SIDE 0 o O 1 JAMBS ARE FINGER JOINTED PINE MEASURING 4.5625" x 1.25 ". THE HEAD JAMBS AND SIDE JAMBS ARE FINGER JOINTED PINE MEASURING o Q o • 0. 4.5625" x 1.25 ° . THE HEAD JAMB AND SIDE JAMBS ARE MORTISED, r g� 5 BUTTED AND JOINED USING (3) 0.5" CROWN x 2.0" 16 ga. WIRE STAPLES AT EACH END.THE FOLLOWING THRESHOLDS WERE TESTED: F THERMA-TRU ALUM OUT -SWING BUMP AND THERMA TRU ALUM. HIGH a DAM BUMP. MEASURING 4.625" x .837" AND ATTACHED TO THE JAMB o WITH (2) 0.5" CROWN x 2.5" 16ga. WIRE STAPLES AT EACH END. THE FRAME WAS AFFIXED WITH AN ADD -ON HIGH DAM SILL THAT N c INCREASED THE HEIGHT OF THE ORIGINAL BUMP THRESHOLD TO 1.875" AT THE INNER MOST PLANE OF THE FRAME SYSTEM. i71 ^z 17 03 AppmcdwcOmpbftw60tbc WAF- N.T.S. nx• sr: ROF NOM CM W. TJH Nl1omlHkd@ DRAW= NO.: gy S -2346 5lIEET 2 � y9 U r �W 2i 99 0 4 -41. r VERTICAL CROSS SEC TION DOOR PANEL W1 LOW PROI BUMP THRESHOLD n: aqwimn N so the sm4m N.T.S. om ft ROF ma. c m Br. TUH DwxM to- S-2346 SHM -2 3 OF 1.68 MIN. PANEL THK. SEE NOTE 1 SHT. 5 @ 41 .5" MIN. GLASS THK. o IN7ERI 25 sr SEE NOTE 8 SHT. 5 J �� 4 l 0. 0 0000 so, ON 0 000 •••• C4 00 U.) • • • • so • 0 0 0 • r3"\ VERTICAL ch sEc DOOR PANEL W1 HIGH DAM THRESHOLD OUTSWING • • • • • • ••• • • • • •• • • ri"� VERTICAL CROSS SECT] SIDELME PANEL OUTSWING : mi 7 tu -.0 `0 0. INTERIO EXTERIOR o 1.68" MIN. PANEL THK. cn ci U3 0 0 ? 2i 99 0 4 -41. r VERTICAL CROSS SEC TION DOOR PANEL W1 LOW PROI BUMP THRESHOLD n: aqwimn N so the sm4m N.T.S. om ft ROF ma. c m Br. TUH DwxM to- S-2346 SHM -2 3 OF 1.68 MIN. PANEL THK. SEE NOTE 1 SHT. 5 @ 41 .5" MIN. GLASS THK. o IN7ERI 25 sr SEE NOTE 8 SHT. 5 J �� 4 l 0. 0 0000 so, ON 0 000 •••• C4 00 U.) • • • • so • 0 0 0 • r3"\ VERTICAL ch sEc DOOR PANEL W1 HIGH DAM THRESHOLD OUTSWING • • • • • • ••• • • • • •• • • ri"� VERTICAL CROSS SECT] SIDELME PANEL OUTSWING : mi 0 to ASTRAGAL RETAINER _EXTERIOR (2) BOLTS 17.0" LG. m v5 TOP & (2) BOLTS z 1 z c 8.0 LG. AT BOTTOM 1 ti z Q z 6 cow 3 �w ul a m W m a 1 too E zi Alt ••n •. �, INACTIVE ACTIVE SEE NOTE 2 38 6 SH7 5 27 0 • ••ate 8 7 • a �1 24 e • • • •• •• tN7ERlOR • • • • • •�W • 1 TI C S>iNT05 •••••• • zj� m N�••••• 6 ¢ ® ASTRAGAL : g 10 37 •••i•• •$�`t o� • OUTSWING z o ° p _ • • • • • a 4 SEE NOTE 5 • • • • • • .. 03 x • o= R SH7 5 •••••• i o •� ° s•••• 1. B.: -0. o. , ' o' 12 15 MIN. •• zX :••: EMB. •• ° i •••••• ooa' o a a „ p o.. .34 00 a 25 MAX. SHIM e b d 'p o'� a :. ” ;o 00 33 • • • • • • ~ • 25 • • • • r .15 MIN. /I< ° • • • •ss•• •o • • - C -SINK .INIERIO • a EE NOTE 5 11 0 -0 i • • • • • 000: i 12 HT. 5 L=L ° ,O - o , o • • • • s • N 25 7 8 BCIVAV .:O .O ; °. • z 13 ° < >. 13 A...: Z q� o , •4 : O . SEE NOTE 6 o.b.••a•:• SHT. 5 2 35 6 29 41 4 O. 0, O 36 SEE NOTE 1 4 ; P... :.. • G� 7SE : x IAlIE8C9B SHT.5 1� HORIZONTAL CROSS SECTION N o Z Y a 4 @ HINGE JAMB TO SIDELITE 36 w 35 a J ¢t V OUTSWING Z °•'• 17 10 7E 1 7117103 16 n• SHE 5 Rp�peovmratromptylegwkhtLe aCAM N.T.S. Etortda m Br: ROF aec. er C� HORIZONTAL CROSS SECTION '5 TJH 4 ® SIDELITE TO 13UCK Mho DRAW +rte.• OUTSWING 5 -2346 sir 4 OF 9 .25" MAX. EXTERIQR 6 9 SHIM SPACE 12 SHIM SPAC 18 Y 4 10 SE SHT. 5 m' • 21 1 t 17 s 12 0 �i o J .° o.. °•. .� INTERIORI Q r r C J 6 K o o - ' w W as ii� o 7 �e 6 a 8 y : 7 o r. 2 SECTION ° g mmam 5 HINGE JAMB TO BUCK, C S NK i 3 ' ' • • • s �a 17 1.15" MIN. • • • • z • • • MIN. 15 SINK EMBED. 'v • • • • i • • _ .. U�t • • v -.. 18 •••••• • �ro r ••• 1.15" MIN. 1 _ _ HOR1Z NTAL CROSS EC ! N NOTE. • �� v o0 EMBED. 5 LATCH JAMB TO BUCK, FOR CROSS SECTIM bRR.'RMATION • a • • €XSE6IQB SEE ELEVATIONS %$f�frT 1 OF 90 • � x # F • rc SEE NOTE 7 z 0 #00 • • dJ ° ° • • • e NOTES: SHT. 5 1 o °p • 1. SPACING FOR ITEM #29 & #41 (LITE FRAME SCREWS) 37 3 °� w • • : • • o • • � e a • • • • IS AS FOLLOWS: FROM THE TOP DOWN ON SIDES 2.625, s • • • • x • • • 18.0 ", 33.25 , 48.5 ", 63.875" & 79.125 THERE IS 1 SEE NQTE 5 a � • () SHE 5 •••••• • SCREW BOTH TOP AND B07TOM AT 2.625" IN FROM • • • • BOTH CORNERS. Y 12 ° ' o ' :o'.. 'd • • *too • • • o . 2. SPACING FOR ITEM X27 #$ x }" PANHEAD SCREW � � : •o •" ' • • • ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS 34 o a o " : • • • • • s 00* FOLLOWS: FROM THE BOTTOM UP AND TOP DOWN 1 3 ", %0 IS • • • • • (n • 5 ° , 18.25 54.0. 77.0 , 90.25" AND 94.25. ; 33 :.o .' . • 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH ti- 6 • (3) 16GA. x 112" CROWN x 2" STAPLES AT BOTH SIDE. N 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 6 • p o• p w (2) 16GA. x 112" CROWN x 2.5" STAPLES AT BOTH SIDE. °..,o'::': p• :: `. 7 4 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH ITEM j}2 #10 x 2" PH.F.H. WOOD SCREW AT 6" DOWN FROM EACH 0p 8 4 CORNER AND A MAX. OF 12" O.C. ON THE SIDE JAMBS ONLY. 1MTERIOR o 6. SPACING FOR ITEM J13, A #8 x 2 112° SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER 1 } OF ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP u ) 41 29 36 SEE NOTE 6 t HORZONTAL CROSS FROM THE BOTTOM WITH (4) MORE EQUALLY SPACED. o SEE NOTE I 35 21 SHT. 5 5 ®STRIKE JAMB 70 StDELIfE z 0 7. WHEN THE THE HINGE TO THE JAMB AND THE BUCK SH7 5 ante 7117103 USE ITEM #12 A #10 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION Agprowd P$•i°✓4°it8ffi• scAte: N.T.S. USE ITEM #37 A #10 x 1 314" SCREW. � �s Mm. BY: ROF B. ITEM J39, THE HIGH DAM THRESHOLD IS ONLY USED IN AN Nq }Ag � cwc er: TJH APPIJCATION WHERE A HIGHER WATER PRESSURE MUST BE iamb WAWM M. ACHIEVED. a9 S -2346 00 sir 5 OF 9 SEE DETAIL "F" SHT. 6 g 0 6" 6 , 6' W c r " SEE NOTE 6 6 3" ^� 3" 3" 3° �- 3" 3 SHT. 5 1 I BM a fl 11 I1 I t1 ll I { I O� € >M SEE NOTE TYP. 13 ` TT m E $ 3 SHT. 5 SEE NOTE' N N ` $ SEE DETAIL 6 SH7. 5 "F" SHT. 6 _ ro° 1 . ' SEE DETAIL a a 7YP. G' SHT. 6 - u> SEE NOTE ° Lo 13 6 SHT. 5 SGE"E SHT. _ N of TYP. N •• ••�j to • • 2 b• •:• �n SEE DETAIL •TYP SEE NOTE SEE DLTAILF SEE DETAIL • • • • • • �° . -a SHT. 6 • i • G "—► ' SHT. G° _ 4 SHT. 5 "G' SHT 6 1 3 Tom• • • • `� • µ i • - io C° G' TYP. _ G • : • .. x • • •: 14 14 _ t4 - • • •31 ° •• •• t t 1 I TYP. I I t �• 1 I I I 'B' I 14 • - 1 •• •• •• � •• ••• 3" 6—�I 3" —I �— 6" 6" --� I-� SEE NOSE • ^i t� 3" • • • • • • . • 6" 3" " 6" io 3 SEE DETAIL 6 3" SINGLE DOOR 4 • i� i • • 6' "H" SHT. 6 6" • • • • 66060: Pig, • • • • • • • • • ••• DOUBLE DOOR W /SIDELiTES • • • • • i • • •• 13 43 - SEE NOTE 12 37 THIS SHT. SEE NOTE w 7 SHT. 4 10 n 13 43 10 USE ITEM #13 A #8 x 2 112" PFH WOOD SCREW TO a ATTACH THE STRIKE SEE NOTE JAMB OR ASTRAGAL EX IN THE MULLED TO THE o THIS SHT. APPLICATION WITH THE SIDELTTE USE ITEM J43 A #8 x N a DETAIL G 10 DETAIL 'E" 2" PFH WOOD SCREW. O O z DRILL 7HRU FOR 7/17/03 N.T.S. A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 AAP�medassu ®txri�+ M. BY: ROF g 13OLT THROW DETAIL F 18eoe CWL By.. TJH ASTRAGAL RETAINER BOLTS HEADER Nm DROM No.: DETAIL H' STRIKE PLATE 5 -2346 AT THE THRESHOLD Sir 6 of 9 n ro SEE DE G" sm SEE DETAIL "F SHT. 6 40 1/8" TEMPERED 6° 6 SEE NOTE 6 ° 6" " 3 3° 6° 3 SHT. 5 F SEE NOTE °� o z ; 1 3 3" IT I 3 SHT. 5 d g z �� 7 — T 1 I 1 I 1 1 TYP N m — GLASS GLASS i0 iA 4 SEE DETAIL F"' SHT. 6 A � N TYP. _ m d �� c 'o — SEE DETAIL $ $R P8 n '° o "G SHT. 6 N SPACE pp o . O SEE DETAIL SHT. 6 TYP TYR 25" S TEEL SEE DETAIL d 25 STEEL ° H" SHT. 6 6 SHT 5 SEE DETAIL — J 1-4�E N _ SHT. 6 V . SNTE ER NOTE TYP. o oh TYP. t t t �• 73 SHT. 5 73 • • • •• •• • �z vt � • 6 40 • • • A 3 6° 3f SEE DETAIL H° SHT. 6 t3 3f •••.•• • DOOR .DOUBLE. � .50° e 32 GLASS WE C9 n ro SEE DE G" sm .50" GLASS _ SITE ' T 40 40 1/8" TEMPERED 6° 6" o 3 -{ 3 3" SEE NOTE °� o z 25 3 3" IT I 3 SHT. 5 d g z �� 1 I 1 I 1 1 GLASS GLASS 4 7YP. :' TYP. _ m d �� c 'o $ $R P8 n .25" AIR p - .25" AIR ... W o ; g SPACE pp o . O . TYP 25" S TEEL d 25 STEEL 6 SHT 5 SEE DETAIL N o _ SHT. 6 SNTE ER TEMPERED TYP. o oh 73 _ _ 73 • • • •• •• • �z vt � • 6 40 • • • A 3f t3 3f •••.•• • ��o � Z— • C9 29 C7 Ay:tuuti.aa . <e•vwIMY wild tA9 74 7YP. SEE NO3Fi • 4 SIC 5 �U • • .. *o, x • "•• SHT. 5 ••• • o •31 • aac. er: TJH 6" 6° W/ • • 00 .5" INSULATED GLASS °RA NO SMC LITE FRAME GLAZING DETAIL 63 PVC L TTE FRAME 6" •••••• E • SINGLE DOOR W/SIDELTTFS • • • .50" GLASS _ SITE ' T 40 40 1/8" TEMPERED $ J 40 GLASS / 25 TEMPERED 25 GLASS GLASS 4 O.:• :' O.• 'o n .25" AIR p - .25" AIR ... W SPACE pp o . O . SPACE 25" S TEEL d 25 STEEL N o CLASS TE MPERED SNTE ER TEMPERED ^ z tNT£RIOR 6 40 SPACER to 6 40 A 7/77/03 36 icf 36 n 41 NOTE 1 C9 29 C7 Ay:tuuti.aa . <e•vwIMY wild tA9 SCAIE N.T.S. OaG. tin ROF SHT. 5 S NOTE 7 Florida tdtog SHT. 5 Due NOAB aac. er: TJH .5" INSULATED GLASS W/ .5" INSULATED GLASS °RA NO SMC LITE FRAME GLAZING DETAIL PVC L TTE FRAME GLAZING DETAiL S -2346 sit 7 of 9 • • s• • • • • • • • • 4.656" II Imo_ 1 6 2.432" m g i I 1.625" 1--l.775 ----1 n m Hi - _o M J >1j S� £ O t- -1 .526" 36 8 o m 20 21 in SIDELITE BLANK SIDE STIL 34 $ ;1 e S WOOD FRAME PLASTIC LIP LITE FRAME FINGER JOINTED PONDEROSA PINE I ! 1 W IN Z 22 3 FINGER JOINTED PONDEROSA PINE EXTRUDED . WS PLASTIC LIP LITE FRAME EXTRUDED BTS 1 a 6 m u r- 2.203" o 1.66" 1.625' w • • ~ z • • at o ••• 0 �D �••••• •• • •� •i• r 4.625" 0 2 ry �` .••i•• •s I • • is r7 0 .TOP IiNL I� I ouo ••• LOW PROFILE OUTSWING BUMP FACE ° FINGER JOINTED PONDEROSA PINE O I • • • • i • o o • ALUMINU D THRESHOLD) --11 • • • • • � � • • • • ztm .050" WALL TYP. WOOD LATCH SIDE STILE WOOD HINGE SIDE STILE (4 • • • • • • • 0 • •• •• • • �m • q 4.602 MIN. • • • • • • • • • 1.662" F 2.36" • • • • • • 635" •- • • • • • • • • � z m q q� O N U Q.. :. I L 4 Ll BOTTOM 7L4IL WOOD COMPOSITE HIGH DAM THRESHOLD 39 0 .097" O MIN. WALL THK. - 0.050" a, 4 x 4 STEEL DOOR HINGE SEE NOTE 8 SHT. 5 a 0 "z uuE 7/17/03 SCAM N.T.S. NOTE Fkdb a i sr: ROF ALL DIMENSIONS ARE MINIMUM. cwc an TJH DIMENSIONS ARE THE LARGEST TESTED. M6m1 owwwo wo» 5 -2346 sHm 8 of 9 0 DESCRIPMON Material 1 DOOR SIGN PREMIUM SERIES 24GA 022 MIN. STEEL ° n TOP RAIL 1.628 x .851 THERMA -TALI PO1dDEROS4 PINh I WOOD '592° .579° 3 LA7CN SDLE -TTA1, EIM POE 1.66'x 1253 WOOD 4 tNMa� STIIE -TALI PONDEROSA POE 1.625 x 125 WOOD 5 BOTTOM RAIL 1.662 x 0892 THERMA -iRU WOOD COMPOSITE WAD COMPOSITE r i ° r� Z z 6 POLYU RETHANE FOAM BASF, 1.91bs. DENSITY FOAM �t' $ 7 SHORE REACH COMPRESSION WEATHERSTRIP THERMA -TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP ERMA -TRU FOAM °' rn $ m l tj 9 4" x 4 HINGE .097" THK. ERMA —TALI STEEL. �— > i 10 10 x 3 4 1 . PFH WOOD SCREW Hin a to Frmr�e I 'm i 0 x J LG. PFH W000 SCR STEEL I 12 10 x 2 LG. PFH WOOD SCREW STEEL 07 13 8 x 2 1 2" LG. PFH WOOD SCREW 179" 175" g n $ z a STEEL 8 14 3116 TAPCON ANCHOR ELCO J.75 MIN. LG. STEEL O COMPRESSION WEATHERSTRIP a a ma 15 NOTE USED LO H COMP N BY THERMA T6 2x MAX WOOD 4 BUCK WOOD FOAM CELL CORE W NYL JACKET FOAM CELL CORE W/V1NYL JACKET 17 1 " SHIM MATERIAL WOOD a , 18 KWtKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PETE BI11dP FACE 711RESIM LOW PROFILE -TRU ALUM WOOD 20 4 656" HEADER ERMA -TRU PONDEROSA PINE WOOD b 21 4.656 STRIKE JAMB ERMA -TALI PONDEROSA PtN } • RETAINER BOLT • • 4 b. Ad 22 4.656" HINGE JAMS ERMA -TAU PONDEROSA PINE WOOD • • • • • • • • 23 KWIKSET TITAN 700 SERIES DEADBOL7 - • • • • 24 ASTRAGAL WINDR 11 WRBOT .052 WALL ALUM. • • • • r • • • • 25 G 1 'N 112" INSULATED TEMPERED GLASS GLASS 3` • • • • • • • o m • • • • 26 3 4 7HK. PRESSURE TREATED SIDEUTE PAD WOOD • • • � • • •� � :.. • 27 #8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 NOT USED - �o °p ° • i • • 29 16718 x 1 3 LUPS FU STEEL . • • • • • • • .. a� ° x o • 30 NOT USED - ° r o • • • • • ° •3i i • • • • 31 3116* TAPCON ANCHOR ELCO 3.25 MIN. LG. STEEL `� • • 32 1 8 THK. CELLULAR GLAZING TAPE STIK -It TAPE - w • • • • • • • • 3 i ° • • • • 33 ptA5x LIP UTE FRAME PVC THERMA -7RU PVC a (4) J V% O TAL (2) x a **: • 34 RASW LIP LRE FROM THEIM -TRU 8 a 17.0" BOLTS AT THE 35 4.656 BLANK JAM ER - NDEROSA AINE 0 ni TOP 0 BOLTS • 36 SMWIE SME SIU TRU 1. x .719 PONDEROSA WOOD © O AT =FIE OTga • • •••• 37 #10 x 1 314' LG. PFH WOOD SCREW STEEL • 38 LOCK BLOCK 2.625 x 10.375 x 1.625 THK. WOOD • • • • • • • • i 39 HIGH WATER DAM THRESHOLD THERMA -TALI ALUM. • • • • • • 40 SILICONE CAULK SILICONE I o 41 -}0 x 1 1 2` PIASCREW FOR ITEM STEEL 1.767" ---11 N 42 10 x LG. PFH WOOD SCREW STEEL DRILL TRU FOR .357" OW. ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS 24 PFH WOOD SCREW 2PLCS WINDJAMBER It WRiE T WINGJAMBER 11 WR80T STRIKE PLATE ASTRAGAL (ALUMINUM .052 WALL TYP.) a n 0 17` AT TOP ° 8" AT BOTTOM ^ " Dale: 7 17/03 ASTRAGAL RETAINER BOLT gppmacdes�plgiagwdbtlm scams N.T.S. MATERIAL: C/R ROD ZINC M F7oxba ovm. sY: ROF & YELLOW CHROMATE oxx. er. TJH pqy� onaMc Na- S-2346 Sir 9 or 9 6 ' APR 0 6 2007 EVALUATION ENTITY lr Gary Pfuehler, P. E. Product Evaluation Report Clopay Building �J;gW6, . om 5665 Green Oak Court 85 Duke Blvd. Fairfield, OH 45014 for Fl Fl>Ed CA Maso 011 45040 . ` Evaluation EMeft # 94 -16 513.770.4800 Statem " t of Comolifince. The C1 p y 1 ' .t is mpany sectional doors as desc bed on the drawings listed below meet the design and p sh vn+ n. Ba a on the testing and rational analy is detailed below, this product is evaluated to be in compl' e o ions of the Florida Building Code: ® Outside Fc i d ( in compliance with I 1 14.5.3.1, ref. ANSVDASMA 108 or TAS 202) IN Inside th ? L f (tested in compliance FBC 1714.5.3.1, ref. TAS 202), 1625 c € i f TAS 203 , 1626 Tests HVHZ ref TAS 201 Description o ' S , l Pan (' . 24 ga )D= Car (9'2" to 6'2" wide) WINDCOD W7 Garage Door Pressures: +42/48 Test Pri ssures: +63/ - -72 Specific Models and Technical Documentation: Model Test Report Drawin No. Comments 84AW'7, 94W7, Ilf?'I"I 95-494 1013WRevW Low head track approved pw wn-w - 1340. 98W7 H94W7 HEM 9$496 48W7 HET7 95� 10 063 =Rev04 Low heart rm i uwk effcovetd per - 03.130. HM 95-4% 4FW7, 4RSTW7, HM 95-W 1 157 RM5 Low had tack approved per HMI*03"1SO. H4STW7 HETI9$ -49b 12OR HrT1 -496 10 0-Re*3 Low head rem i track approved per HEM 1340. Installation feuuirements installation must be in accordance with menu s installation instructions. Limitations and conditions of use Jambs, lintels, sills or other elements required to prepare openings are not covered. The design of the supporting structural elements shall be the respons of the profeional of record for the building or structure and in accordance with current building codes for the loads listed on the wing referenced above. Certification of Independence of Evaluation Entity I hereby certify (1) I have no financial interest in Clopay BuildiM • Products Company; (2) I am an independent licensed professional in the State of Florida; and (3)$ comply with't% j;�*ria of independence as stated in 9B- 72.110 F.A.C. .. • • •••••• • • •. 0000•• 0000. • Signature: • . • 0000 0000 0000.. GaryPfuelnl , .E. _ ••••� • •••• e • 0000• Florida P. E. No. .49950 ••i••i •• :•: ••i•• 00 -L " ! (r ` •000.0 L � 0000•• Date: • • • • •' • • 0000 .00000 • 000 0 C • o z M z o O M n o - D M C 0 U" c � m n w o cn M CD n o = APP ED t Maurice A. Sh oua, P.E. m MAURICE A. SHOUA, P.E., INC. m ° - ® �J C FL Reg. Nos. EB5251 & 19554 ° :30 :94 FLORIO A PRODUCT OPROVIA L 1 e �_ .. . , ,......._. _.....__.. s � • • � � s �I ' i c t, a / r .rg::: 6=, +t: r a stl®a^ litr 4SNN➢�4 6 APB 5,,:k 3 .A ?ss. 3. ,aT' R � Y1'� &;i1++' x � u,� s? k { 1 � �';; �"a5�"� e�` £. 9 - ��¢ i r r - h f f z , aa33�� a � .. � �'• arw��,1.:. sE� � bi i ��x ''FOR if sam� �{a+wF � za � �� k OM �iJ ,,. _ .. - `- '—•-�4 --- rte. r .�, i�` ;� .:.Rr , 0 j I 4i 'tsra� �.� � ,. _ ••� � R # Lam® I •♦ ,arm• <• �• ' � �� r '. R .i.`G .� i ce .;` ,' ' �•�► '� APPOOVAL- ••i - ••• • • • •• ••• •• 03. c 10 PERMIT #: gffk2qM MOMETMI Miami S hare s Vilia_ge APPROVED P_ ;`' DATE APR 0 6 2007 ZONING DEPT _ I �Y:_ ----------- BLDG dEPT : ir_. MIAMI DADE AGAb- DADE COUNTY, FLORIDA SUBJECT TO COMPLIAIvICE n��' -,L! t -EDEWL METRO DAM FLAGInBUHMMG BUILDING CODE CO {j 1�� L E S A r� [ =G t� _� o N S 140 FLAGLED STREET, SUM 1103 PRODUCT CONTROLD NIAK FLORIDA 33134 -1553 (345) 375 -2941 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W v Pompan F 4 Sc om This NO the applicable rules and regulation governing the use of construction materials. The d o reviewed by Miami Dade County Product Control Division and accepted by the ( ) to be used in Nami Dade County and odw areas where allowed by This "" valid the expinatica date stated below. The MiarmiDade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such product or material within their jurisdic. BORA reserves the night 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 bean designed to comply with the Florida Building Code, inchiihng Umb Velocity Hurricane Zoom of the Florida Building Code. • • • • DESCRIPTION: Series 33s Almmiuum hued Wmdow Impact . . APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed VAr 4qT (Tmpa.4. , • ....:. sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 List revised oA."- ¢x;03, signed —A . sealed. by Dr. Humiayoun Farooq, P.E., bearing the Miami Dade County Product Control Apptw4d stamp WIghythe : • • • • Notice of Acceptance number and approval date by the Miami -Dade County Product Cortft Vn0ion. '....' ..... MISSILE IMPACT RATING: Large Missile Impact Resistant • •; • • , • • 00000 LABELING: Each unit shall bear a pwrianent label with the mamiii chnrWs name or log& - - state and • • • • • • following statemout: - Miami-Dade County Product Control Approved ,unless �herevise nn .... ....:. RENEWAL of this NOA shall be considered after a renewal application has bean filed ark *W bas bet FP . . cbanp m the applicable building code negatively a&ctmg tbe performance of this product.' ..' : ... . : • • • •: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change inure 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 fts'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 liter g=. If any portion of the NOA is displaycxd, that it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the nmufactarrer or its distributors and shall be available for inspeWoa at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq I. Church, P.E. NOA No 03-0925.04 Expiration Date: Sannary 013, 2009 Approval Date: January 08, 2004 Page 1 t'1<� Tom_ Window & Door Co NOTICE OF ACCEPTANCE• EVIDENCE SUIMTI°PED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -52, titled "Series -338 Alumimam Fixed Window (Impact.)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12 -05- 03, signed and sealed by Dr. Humayoun Fwwq, P.E. B. TESTS Test reports on 1) Air infiltration Test, per PA /TAS 202 -94 2) Uniform Static Air Pressure Teat, Loading per PA lrAS 202 -94 3) Water Resistance Test, per PA / TAS 202 -94 4) Large Missile Impact Test, per PA / TAS 201 -94 5) Cyclic Wind Pressure Loading, per PA / TAS 203-94 along with marked up drawings and installation diagram of an ahnnimm fixed window, prepared by FenesdtWc n Testing Laboratories, Test Report No. FTL -2782 WrL00114), per PA 201, 202, 203 -94, FTL -2784 (F TL00140), per PA 201 & 203 -94 and FTL -3803 WIIM072), Per TAS 201, 202 and 203 -94 dated 11/06/01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2 Test reports on 1) Air won Teat, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, per PA 201 -94 5) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked-up drawings and installation diagram of an aluminum fiXed window • e Prepared by American Testing Lab of South Florida, Test Report No. ATLAM.02- ... • • • • dated 09/24/02 signed and sealed by William R. Mehner, P.E. • ...... .... ...... C. CALCULATIONS • • • • • • • 1. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dWW12/03 mod'. • revised on December 11, 2003, signed and sealed by Dr. Humayoun Faroo$ 72 ' ... ..:..' D. QUALITY ASSURANCE BY: . . . . . . 1. Miami Dade County Building Cale Compliance Office (BCCO) ::0::* ' • ' ""' E. MATERIAL CERTIFICATIONS • • • • • • • • • • 1. Notice of Acceptance No. 02- 1205.03 issued to Security Glass Holding;LLr "SAP-• • •' :....: GLAS ", expiring on 12/16/07. • • • • • • 2. Notice o£ Acceptance No. 03-0916.02 issued to Glasslam NGI, dba Nebula Glass for • • "Glasslam. Safety Plus ", expiring on.09 -092008: 3. Notice of Acceptance Ne. 99- 0302.04 issued to UCB Chemical Corp for "Uvekol ", Wiring on.02 -08 2004. F. STATEMENTS 1. Statement lets of conformance and "No financial interest", dated 09/18103, signed and sealed by Dr. Humayatirn Farooq, P.E. 2. Laboratory compliance stouts, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 approved d4ted 5/16/03 by BCCO S(AAA 1. LJAIIZA bhkq L Chand.% P.E. Product Control Examiner NDA No 034)925.04 Expiration Date: Jav=7 08, 2009 Approval Date: Janam 08, 2004 E -i Fmm mum" as• eax' VAR= AFTUM „:,fir yens z 0 • $ 31W ANN. WJSS ...... m .' P,8k9SJPR �r o air pIr Q r -ow AM MIS .. a -ssxl� t!+ x j , 10 AWL BEARS _ ! _ �4. ! i� At ''. �t MOM M " A ........ . — xa _ v i a au TIMA� L AN MASS TM W MW TYPE ir W. ........ .. ....... ...... ........ .. ........... Ty' .: td6'1�i” ?PIS 1ti`E@ JF51' 31 V Gw am am. SSE{ I t ft IIIAL PAM 11 l"M �: � • � a "�` �' :: t E� - .BLS SY S� �- : �• y 8'OR UfR�' � ��' Fes+ a "• � Jul t� � � ��.":nw,.� •T. �n y ,� �s•� •• • +fir �` .. ""' eta 3 • • "i • • w0E.93t8 Slli, �c 1 I Lw. 1,01 _... .•• . . W03 -52 ... . . .. ... . . . • .. . . . . . . • •• •• • • s •• •e •�• s • • • •�• • • • • • • s • • • • • • • • • • • • • • •• •• • • • •• •• •o• • • • •�• • • •�• • • • • •�• • i • � s � � • • • • •s �� • • • •• •• WX 2 Y • • • s • • • . s s• s• f STRUMM FLA PE gg CAN.'78 DEC 1 I Miami shores V1 iage APR ® 6 2007 APPROVED BY DATE BY :....oeo.... ZONING DEPT MiAMMM BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL MiAAH DARE COUNTY, FLORIDA METRO- DADEFLAGLtRBUII,DING BUILDING CODE CO RU LES AN D R E U LATION,940 T FI.A.GLER $TRM, SUITE 1603 PRODUCT CONTROL D MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2948 NOTI CE OA} 1 w buffdj T. M. W w d ' 601 N. W.1 e Pompano ri SCOPE: This N A i n ss applicable rules and regulations governing the use of construction materials. The s reviewed by Miami -Dade County Product Control Division and accepted by the B f " A (BORA) to be used in Miami Dade County and other area where allowed by the Authors Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for duality 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 de=1W herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 00 DESCRH'TION: Series `%05 - Side Hung Aluminum Window (reW rc d) .. 0 APPROVAL DOCUMENT: Drawing No. S605 -LM., titled "series 605 single Hung windd*. ",'sheets 1 :"' •. through 5 of 5, prepared by manufacturer, date! 07 -23-01 and last revised on Nov. 22, 200&,'sa* 0 and leafed by • • • • • • Dr. Humayoun Fmooq, P.E., wring the Miami -Dade County Product Control Revision stam* ware the Notice of : • • • • : Acceptance number and expiration date by the Miami -Dade County Product Control Divisien. • • 0 0' •'' • • 000 0000 . • .00• MISSILE IMPACT RATING: L Vp and Small Missile Impact Resistant 0 0000 0 0 0.0 0 • i 0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name ar logo!eity %tate and• •' 0 6 0 0 0.6 following statement: " Miami -Dade County Product Control Approved ", unless otherwise aW2ftein. 6 6 RENEWAL of this NOA shall be considered after a renewal application has been filed and ti = bias been' no • 0 96000: change in the applicable building code negatively affecting the perfomaance of this product!..'' - 000 : • 6.0 T of this NOA will occur after the expiration date or if there has been a revision or change id tBe 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 deb entire NOA shall be provided to the user by the manufacturer or its distnUtors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0703.01 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by IshMq L Chanda, P.E. NOA No 06-0614.04 F!<xglraGlon Date. July 05, 2007 �( APP ED Approval Date: December 25,2006 Maurice A. Sh oua, P.E. MAURICE A. HOUR, P.E., INC. FL Reg. Nos. EB5251 & 19554 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMI!rM A. DRAWINGS (Transferred from file # 01.0703 01) 1. Manufacturer's die drawings and sections. 2. Drawing No. 5605 -LM., titled "series 605 single Hung window, sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Transferred from file # 01- 0703.01) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL- 3755 dated 03 -24-03 and FTL4514 dated 01 -25 -05, all signed and sealed by Edmundo Largaespada,P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CILA416W dated 04-11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E. ) C. CALCULATIONS • . . .... ...... 1. Anchor Verification Calculations & comparative analysis complyin j WTSC 2004,.... . • prepared by AL- Farooq Corporation, dated 06 -06-iK and revised on.LL,22 #, signed see*** and sealed by Dr. Humayoun Farooq, P.E • • • :.. 2. Glazing Complies with ASTM E1300 -98 & -02 • • • • • • • • • D. QUALITY ASSURANCE .... .... ..... ...... .... ..... 1. Miami Dade Building Code Compliance Office (BCCO). ..' ..' ' ..' Soo*:* * E. MATERIAL CERTIFICATIONS • • • • • • • • 1. Notice of Acceptance No. 03.0827.08 issued to Solutia for "Saflex MG irlterlayge e. • • . *Goo * • expiring on 05/21/2011. • * 00 • 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glut 1161bing, ITV- ' for "SAF- GLAS ", expiring on 12/1612007. • . 3. Notice of Acceptance No. 03- 1117.05, issued to Surface Specialties Inc. for "Uvekol ".. expiring on 02/08/2009. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", dated 05/09/06 and 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA revises NOA # 01- 0703.01, expiring 07 -05 -2007. C 4!f, LVV1 ---- - r-ldmq I. Cbanda, P.E. Product Control Examiner NOA No 06. 0614.04 Expiration Date: duly 05, 2007 Approval Date: December 28, 2006 E -1 . . . ... . . . . . .. .. . . . .. .. ... . . . 000 . 0 �t X? d to rata' 4�1l2" Wzz I im IRA In m MA® W. �� t- iF *fl -1 F•iiiii • •• • — • • nonwrmtop xtrae aw. k PC ADib ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I fF 1 9111 i p mB o CIWM CNOCRUMSCN THIS CHART ARE BASED ON . . . . .. . . . . . .. .. . . . .. .. ... . . . ... . . Ivt .... ....... . .. . . ... . . .. . . .. .. . . . .. .. ... . . . ... . . 0 . ..... . ... .... . . .... . a tint W06-3a .... ....... . ... . . . . .. . . . . . .. .. . . . .. .. ... . . . ... . . € Vie; ••• •• • • i j t i V 41i� • i • ••• t i • • riu� R Rw� ••• ••• n . eYrost A 1 , € Vie; ••• •• • • • •• t j t i • i • ••• t i • • riu� R Rw� ••• ••• eYrost • •• •• • • • •• •• ••• • • • ••• • • A r • • ••• • • • ••• • • ••• • • • • ••• MIAMM •• .. ... . . .. • .. . • . . . . . . . • . •R�A1A.DADE couNw, FLORIDA • • • • • i. • ' •' AJR;�.DADE FLAGLER 13UILDI G BUILDING CODE COMPLIANCE OFFICE (BCCO) 14o WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • " i i •' • i • i (34 175 -2901 FAX (305) 375 -29M • ••• • • • • •• NOTICE OF ACCEPTANCE (NOA) ' ' ' ' " codeonlie.com ........ Sunshine Windows Manufacturing, Inc. 1745 W 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations gov Y materials. The on submitted has been reviewed by Mi Division and accepted by the Board of Rules and Appeals (BORA) to be i e Co and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06- 0214.02 APPR ED ePiration Date: January 25, 2012 pproval Date: February 22, 2007 Maurice A. Sha oua, P.E. Page 1 MAURICE A HA HOUR, P.E., INC. FL Reg. Nos. 5 51 & 19554 r • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Sunshine Windows Manufacturing, Inc. . .. . •• • ... NOTICE OF ACCEPTW •• AVIdEX0fS T$1VffWD • ••• • • A. DRAWINGS • • • ' • • • • • 1. Manufacturer's die drawings and s&ddiU :: � • * • 2. Drawing No SW- 01 -0't, Sheets 1 through 7 o ?7,tit1e;WiA*a;1inum Tube Mullion dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS I, Test reports nn 1) L arge Missil . mpac�= FBC, TAS 201 - 94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01 - 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 122614) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. Manuel. erez, P.E. Product Control Di 'on NO No 06- 4. Z Expiration Date: January 25,2012 Approval Date:.February 22, 2007 E -1 .. .. .. .. . . . . . . . . . . Sunshine Windows Manufacturing, Inc. . .. . . ... GLAZING UNIT. SEE NOTE 1 • • •• • • •• • • • • OF GENERAL NOTES 17 w. Pi 0 Moloch. oleoh, Florida 312 12 i i •� i i i i i ��$" Ph- (305)384-9952 •� �$� • • • • • • Fax :(305)828 -51 R 00 :0: - r r IV o GLAZING UNIT. SEE NOTE 1 od' OF GENERAL NOTES c a Lj to 2" 1" 2" THRU 6" VERTICAL VERTICAL HORIZONTAL O MULLION APPLICATIONS W PROCEDURE FOR MULLION SELECTION GENERAL NOTES: 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. APPROVED GLAZING UNITS. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 2• 2. USE TABLES ON SHEETS Na.2 AND 3 TO DETERMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN 3, FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND PRESSURE. STRUCTURE REFER TO SHEETS N0.5 AND 6 OF THIS PRODUCT APPROVAL. Drawn By RF 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON Date: -30-05 OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS "_ TO ACHIEVE THE DESIGN PRESSURE. Scale 1/2"=1 2 —1 ARE CONSIDERED. Revimlon: Revlslon: PRODiUCr @tMM as complyft with t; e Nq _ rZ Q DRAV�4NG 18a: l2 SW--01 _07 j+ FRANdlsco HERWnM SHEET FLt) MA K 111 51393 1 OF 7 . ... . . . ... . .. •. . . . .. .. . . . . . . • . . . . TUBE SPAN rW(iW RE RDESIGN TUBE SPAN TH 1�1Bk S�AF� DESIGN TUBE SPAN P TUBE SPAd1 rD r IGN IN 6v IN tN iN IN IN Sunshine Windows 90 39.20 . 90 79.81 • • • • • •90 - 90 73.65 90 - �anufacturinq, Inc. • • • 1745 W. 33rd Place 80 44.10 21 • 89.79 • *' • i ' - 80 82.86 80 25.74 Hialeah, Florida 33012 Ph: (305 )364 - 9952 70 50.40 T71 •' • �' • 70 - 70 94.69 70 29.42 Fax :(305)$ - 5118 GLAZING 38.38 58.80 38.38 .. .7j.25 g.25 - 50.63 60 110.47 $4.00 60 34 32 HORIZONTAL MULLION GLAZING PRODUCT 50 70.56 : : • . 50 27.84 50 132.57 50 41.18 •• 40 86.19 46 1 :9.976 : * 0 • • • • 40 34.81 40 165.71 40 51.48 �� MULLION 30 117.59 30 239.43 30 46.41 30 220.95 30 68.64 v 20 176.39 20 359.14 20 69.61 20 331.42 20 102.95 GLAZING PROD NG PRODUCT 90 90 45.86 90 90 60.20 90 80 - 80 51.59 80 - 80 67.73 80 - M �. 70 - 70 58.96 70 - 70 77.40 70 LU 60 25.61 60 68.79 60 - 60 90.3{} 60 -.. - fl 50.63 50.63 84.00 - 56.00 96.E 50 27.58 MULLION SPAN �y 50 30.73 50 82.55 50 50 108.36 40 38.42 40 103.19 40 - 40 135.45 40 34.49= W1 + W2 2 30 51.22 30 137.58 30 32.05 30 180.61 30 45.98 HORZON[AL MULLION 20 76.84 20 206.38 20 48.08 20 270.91 20 68.97 1X2 1X3 1X3 1X4 1X4 90 - 90 36.016 90 - 90 47.57 90 - z MULLION Q 80 - 80 40.56 80 - 80 53.51 80 - 70 - 70 46.36 70 - 70 61.16 70 - 60 - 60 54.09 1 60 - 60 71.35 60 - 56 00 _ 56.00 50 64.90 96 50 - 50 85.62 1 50 - GLAZING GLAZING PRODUCT PRODUCT W 40 28.39 40 81.13 40 - 40 107.03 40 - 30 37.86 30 108.17 30 - 30 142.70 30 32.29 20 56.78 20 162.26 20 32.21 20 214.05 2D 48.44 g - 90 25.32 90 33.13 80 - 80 28.49 $0 V.27 I Wt 'I 70 - 70 32.56 70 42.59 TRIBUTARY WIDTH= W1 � W2 63.0X} 60 63.09} 60 37.99 74.25 60 49.69 e� VERTICAL tuN1LIJON 50 - 50 45.58 50 59.63 40 - 40 58.98 40 74.54 mm„aa 6, RF 30 26.50 30 75.97 30 99.38 Dole. 9- 30-05 20 39$8 20 113.$8 20 149.07 scale: NT$' Revision Revision N=. PRODUCT REVISED INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY as tompbift wfth the MAU WIDTH TO OETERME DESIGN PRESSURES. A ORAVANG NO. AM. �„ .p 'Z SW-- 01--07 V ey FRANCIS00 HERNANDEZ SHEET FIMMA PE # 51393 2 OF 7 MBUTMY DESIGN ; DESIGN DESIGN TUBE SPAN WID U TUBE SPAN D '�Je� SPAN TUBE SPAN P U Sunshine WiMoWs IN 1N IN IN IN IN IN Manufacturing, Inc. 90 107.49 . FA 3,39 .. . .. 90 95.30 90 32.43 • • 1745 W. 33rd Place 80 120.93 : M 376% •. • : . • 80 107.22 80 36.48 Ph�305384 Pox • . . . • • • • 345 8 - 5118 70 136.20 10 Ins 70 122.53 70 41.70 •� 2 HORIZONTAL MULLION GLAZING , 50.63 16123 84.00 .. • . • '• 60 50.49 • .. .. 63.00 142.96 108.00 60 48.64 PRODUCT 50 198.48 5¢. : : • 4. 50 171.55 50 58.37 40 241.85 44; 5t 3 : : • • • • 40 214.43 40 72.97 cs+ VERTTCAI. MULLION �.; 30 322.47 30 100.17 30 285.91 30 97.29 q� w 20 483.70 20 150.26 20 428.87 20 145.93 GLAZING GLAZING 90 87.86 90 - 90 68.61 90 26.27 PRODUCT PRODUCT �' w - I 8D 98.85 80 25.16 80 77.19 80 29.55 a r7 70 112.97 70 26.76 70 88.21 1 70 33.77 60 131.79 60 33.55 60 182.92 60 39.40 56.00 96.00 74.25 120.00 � _ MUUJON SPAN 50 158.15 50 40.26 50 123.50 50 47.28 r 40 197.69 40 50.33 40 154.38 40 59.10 TRIBUTARY Y1 OM W1 1N2 30 263.59 30 67.11 30 205.83 30 76.80 HOMMIAL MULLION 20 395.38 20 100.66 20 308.75 20 118.21 2 X 4 90 69.42 2 X 4 90 - 2 X 6 90 53.61 2 X 6 go - Z ---VERTICAL MULL ON 80 78.10 80 - 80 60.31 80 - 70 89.26 70 - 70 68.92 70 - 6D 104.13 60 - 84.OD 60 80.41 132.00 60 32.56 83.00 50 124.96 10$.00 50 28.28 50 96.49 50 39.08 GLAZING GLAZING 40 156.20 40 35.35 40 120.62 40 48.85 PRODUCT PRODUCT w 3D 208.27 30 47.13 30 160.82 30 65.13 20 312.40 20 70.70 20 241.24 20 97.69 9D 48.35 90 - 90 41.04 90 -- 80 54.39 80 - 80 46.17 80 - C' � 70 62.16 70 - 70 52.77 70 TRIBUTARY WIDTFI= 9f1 2 W2 74.25 6D 72.52 120.00 60 - 60 61.57 60 2726 l it1N ? 87.02 50 - 96 '� 50 73 144.00 32.84�'""`w 40 108.78 40 25.77 40 92.35 40 41.04 Drams, � RF 3D 145.04 30 34.36 30 123.13 30 54.73 DOW _ , {) -- ' 20 217.58 20 5154 20 184.70 20 82,09 scow NT$ R�ds1On: N=1 DUCT INTERPOLATE FOR INTERMEDIATE YAL1tES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. DRn Lit . FRWCWO HU**, XZ S H EET Dr;JDa f 51393 3 OF 7 .. .. . . . .. .. . . ....... .... Sunshine Windows Manufacturing, Inc. • • • • . • • • . • 1745 W. 33rd Plane i i i• • i i• • i i • MMeah. FWMa 33412 • • • • • • • • • • __ Ph: (3054-8952 • • • • • • • • • • Fax: 305 28 -5118 rRI ANCHOR TARP DESIGN DESIGN ANCHOR DESIGN ANt2iQR UT DESIGN TYPE SPAN uTM SPAN D P SPAN WIDTH T SPAN HORIZONTAL MULLION GLAZING � IN IN IN IN IN . IN IN PRODUCT 85 64.98 i • :41 i 8 i ' . • 85 98.52 85 46.18 60 92.05 • go it.�t 70 119.63 70 56.08 W o , 38.E 40 138.07 74.E VERTICAL MULLION 30 95.48 50.63 60 139.57 50 78.51 is � 108.00 20 276.14 20 143.22 48 174.46 40 98.13 GAZING GLAZING 65 64.42 39 64.70 85 87.50 22 178.42 PRODUCT PRODUCT' SO ;lp 50 83.74 30 84.11 70 106.25 85 41.56 b " 50. 63 84.00 30 139.57 20 126.17 57.00 60 123.96 70 50.47 8 , 20 209.35 34 64.94 50 148.75 120.00 50 70.66 { A & D 57 65.24 A & D 96.00 30 73.60 42 177.08 40 80.32 ` MULLION SPAN 50 74.37 20 110.40 85 79.17 30 117.78 TRIBUTARY WIDTH= 57.00 123.96 30 65.42 65 103.53 20 176.64 20 185.94 25 78.51 50 134.58 78 41.17 �fONTAL 61UWON 108.00 QC & E 52 64.70 20 98.13 38 177.08 70 45.88 z 40 84.11 B,C & E 85 69.27 50 64.23 VERTICAL MULLION 0 63.00 30 11215 70 84.11 132.OD 40 80.29 72.00 20 1 188.23 50 117.76 30 107.05 33 178.42 20 160.58 GLAZMG GLAZING 85 59.37 73 40.33 PRODUCT PRODUCT 7 0 72.10 60 49.07 NUT.: 84.00 50 100.94 50 58.88 INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. 29 174.03 144.00 40 7160 Wl W2 85 51.95 30 98.13 - --- -�•* -� 70 63.09 20 147.20 TRIBUTARY WIDTH= = Wl f 12 96.00 50 88.32 2 40 110.40 25 176.64 R F Date: 9-30 -05 sett NTS ReAvIon: PRODUCT REVMF.D a compbug wkh aaaWM Ha • SW-01-0 t p12 1-1 FRANC= HV**X= SHEET MON A PE f 01393 4 OF t -7 • •• •• • • • •• •• • v Toes • • • • • • • • • • ANCHOR TYPE ':A ":.: Fe: 0: • :• ANCHOR TYPE "B" ANCHOR TYPE "C" Sunshine Wi ndows • tR • • • • • • • • • 1" BY OR 2" BY WOOD nU facfuTing, Inc. 3 " 1Y 2" EF? Wa(?l= • • : : • • 1" BY OR 2" BY WOOD BY OTHERS 1745 W. 33rd Place 2" X 2" X 1/8" !] � • • i i i 2" X 2" X 1/8' Q OTHERS 2' X 2' X 1/8" Q Ph 305) -5118 3664 -8952 ANGLE • • • • ALUM. ASE ALUM. ANGLE Pax: (305 14 S.M.S. 14 S.M.S. S.M.S. (2) EA. ANGLE • • • : : . •. : •. :.. • .. 2) EA. ANGLE (3) EA. ANGLE t i _ Xz p " f " !r. 1" X 3" ALUM. TUBE 2" X 4" OR 2 X 6 " ALUM. TUBE 2 4 X X 8 2 ALUM. TUBE � Ol WiNWAIRM 4 4 4 < �en"€,y < 0 # 14 S.M.S. 1 1/2" MIN. EMBEDMENT 14 S.M.S. 1 1/2' MIN. EMBEDMENT INTO WOOD OR 1/4 TAPCONS 1 1/4" MIN. " z ° X 2 " X 1/8 " INTO WOOD OR 1/4 TAPCONS 1 1/ 4 MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 1_/4" TOWNS 1 1/4 MIS. ALUM. ALE EMBEDMENT INTO CONCRETE. (1) PER ANGLE EMBEDMENT INTO CONCRETE, 2 5/8 LONG 2' X 2" X 1 /8" ALUM. ANGLE (2) PER ANGLE 2 5 /8" LONG FOR 3 MULLION —1* X 2 X i 8" ALUM. ANGLE 14 S.M.S. 3 5/8" LONG FOR 4' MULLION 1" BY OR 2" BY WOOD 3 5/8" FOR 4' MULLION 2) EA. ANGLE Q 5 518" LONG FOR 6" MULLION OTHERS 5 5/8" LONG FOR 8" MULLION a, - - - - --. - - - - -- 4 1 Y " BY WOOD 2) FA ANGLE Q 14 S.M 5 i (3) EA. ANGLE Z i ED ! ® Q . W 1/2 1 1/Z 14 S.M.S. 1 1/2° MIN. EMBED" 4 N INTO WOOD OR 1/4" TAPCONS 1 1/4" Mill. �+ + EMBEDMENT INTO CONCRETE. (1) PER ANGLE 14 S.M.S 1 1/2 MIN. EMBEDMENT -- - --- < INTO WOOD OR 1/4' TAPCONS 1 1/4" MIN. 1 1/2" MULLION 4/r 1/2" EMBEDMENT INTO CONCRETE. (2) PER ANGLE 5/ 1/2 --- - - - - -A ti w - - -- NOTE: 1/4" TAPCONS 1 1/4" MIN. fr% fi ) S.M.S. EMBEDMENT INTO CONCRETE, 2) EA. ANGLE 1.. MULLION CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERI iI. OR (2) PER ANGLE Drawn B RF t HORIZONTAL MILLIONS. 2- WOOD BUM BY OTHERS MUST BE PROPERLY Lute: B' -3, _ 0 ALUM. ANGLE ANCHORED TO TRANSFER LOAD TO THE STRUCTURE "- " ANb TO BE RI YIENE D BY BUILDING OFFICIAL Scale: 1 2 4 A Revlon: 4 1/4" TOWNS 2" MIN. ` EMBEDMENT INTO CONCRETE pmDtIcTvEVmD Revlston:� A e•; •+ a R d • •� . _ t� tIR4W1NCf t¢D: Sw 4 PROVIDE 2 1 /2- MIN. DISTANCE TO EDGE " < OF CONCRETE IN ANY DIRECTION FRAN OSOO NERNANDEZ SHE! F -mm 5130 � 5 OF DETAII. OF ATTACMUENT TO PRECAST SILL •... . ...... . ANCHOR TYPE "All ANCHOR TYPE "B" ANCHOR TYPE "C" Sunshine Windows Manufacturing, Inc. 1 �Y!!� ��'� 8� w00� • • • • • • • 1" BY OR 2" BY WOOD 1" BY OR 2" BY WOOD t o 5 Fla 3 0 0 0 • a • . : •. • : : . • a BY OTHERS a BY OTHERS Ph: (305)384 -9952 • + • • 606 �. . : Fox:(305)$28 ALUM. "V" CUP 4 ALUM. 'V" CUP ALUM. CLIP Q _' —_�__ 4 •• • • • • • ••• •• <! _ a - - - --y= - - -- © - - - -- -- _r__ . W u i "X2 "OR 1 "X3 ", 1 "X4" 1 "X4 " > 2 "X4" �d w 1" X 3" ALUM. TUBE 2" X 4" OR 2" X 6" ALUM. TUBE OR 2" X 6" ALUM. TUBE � - 4 14 S.M.S. 1 1/4" MIN. EMBEDMENT 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR I TAPCONS 1 1 MIN. INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. 1/4 TAPCONS 1 1 O NCRETE. " MIN. M ALUM. 'V" CUP EMBEDMENT INTO CONCRETE. (1) PER LEG EMBEDMENT INTO CONCRETE, (2) PER LEG ( 2�ENNTO CO N PER LEG 1 5/8" LONG FOR 2" MULLION 2 5/8" LONG FOR 3" MULLION ALUMINUM "V" CLIP "V" CUP 2 5/8" LONG FOR 3" MULLION By OTHERS " BY WOOD ALUMINUM 5/8" LONG FOR 4" MULLION a 3 5/8" LONG FOR 4" MULLION 5 5/8" LONG FOR 6" MULLION 5 5/8' LONG FOR 6" MULLION 1" BY OR 2" BY WOOD a - - - -- -- -- - - -- 4 EY OTHERS ------ Z II - -- ___ i --- _ —_ —__ It II It I I I i a •, � I I _ �' I4 if d II 4 4 ---------- I c I � 1 I • A i j ° �F N I I L.! #' 14 SAS. 1 1/4" MIN. EMBEDMENT t I °� 7" � I I , ^ _ �•t IN#O WOOD OR 1/4" TAPCONS 1 1/4" MIN. ---------- -- °" d N � EMBEDMENT INTO CONCRETE, (1) PER LEG 14 t I I � l I # 14 S.M.S. 1 1/4" MIN. EMBEDMENT l I " 1/4 TAPCONS 1 1 /4" MIN. t I INTO? WOOD OR 1/4 " TAPCONS 1 1/4 MIN. MULI ON EMBEDMENT INTO CONCRETE, (�) PER LEG I I EMBEDMENT INTO CONCRETE I I ____.._______ -! (2) PER LEG I I N_ OTEI I i 1— MULLION CONNECTIONS SHOWN ON THIS I SHEET ARE APPUCM.E TO VERTICAL OR #tORIZONTAL MULLIONS. . t ey RF 2— WOOD BUCK BY OTHERS MUST BE PROPERLY ALUM. CUP ANCHORED TO TRANSM LOAD TO THE STRUCTURE �t$:9 - 30 05 AND TO BE RDIEWED BY BUILDING OFFICIAL 2 • -1 • 4 A 1/4" TAPCONS 2` MI lievtetoo: — _ N. EMBEDMENT INTO CONCRETE = 4X DPAWM NO: NOTE ?; .4 O ° •� a '^' SW-01 —07 PROVIDE 2 1/2" MIN. DISTAI•IM TO EDGE OF CONCRETE IN ANY DIRECTION Ftvwcr 10NANIM SH EET FLORIDA PE f 51383 6 OF ! -7 DETAIL OF ATTACHMENT TO PRECAST SUL • • • • • • • • • • s • a • • • • • • • Sunshine Windows A ® A® A® A A Manufacturing, Inc. AI • • • • a • • 00* 1748 W. 33rd Place • • • • • • • • • • • �-•� �--- liia{eah, Florldo 33092 • • • • • • a • • • v Fox:( 05 -5158 2 " i ! 2 „ I I I I ! 1 " 15 • • • • $ •• I 5 /g /8" 18 /8" 0 15i/8 5/8� / » • • •• » / • • • • �" L - - - - -- j L. _ L .�. ! ED �', ( ® ( I i I ® ® I I E6 I I ® I w in 1 � „ „ »15 16 " 15/ 16 8 7 8 7 8 " f I 1 I "" " _€s 7/8 7/8 / 8 / 16" 5� I l 1 1 / / / 8 - I I � � I I I I l I { a� A I A I "U" CLIP (TYPICAL) A 4 A 4 A/ 4 1" W 75" 1.125 1, 1.750" 1.125" "U" CLIP,,, " U') N 94" N .094 C14 CV cV A LC3 .75" 1.219" 1.219" 3.00 " Drawn er RF �+/^cr� gate: 9-30-05 SECTION A A A AVM VM 11 CLIP FOR V Mpg L;- 1LPES 'IV" Cl" FOR J � WW-F, 1 lJllir►7 � T Mt lrL�l� ��l� 4 �� TUBES 1 L2 * Revision: —... ,.. DUCT X11 DROW Nos DETAILS OF MULLION TO MULLI CII1tifNETItJl1S SAN- 01 -07 FOR V 'WIDE TUBES fpmc= WROwn SHEET 93fi� MWDA PE # 151393 7 OF 7 The following pages were originally attached to plans with the following permit # �C - 10 - oo -. 2(a3 Z o rs°y - e Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. . 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954) 753 -1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Date: 118!08 M er C 1 U � UILD -IT APPROVED BY 1 _ DATE es 92 AVE ZONING DEPT _ I BLDG DEPT dl n: SUBJECT TO COMPLIANC WITH ALL FE City 1 County: MIAMI SHORES Building Code: Florida Building Code, 2004 STATE AND COUNTY RULES AND REGULAT'� °JS Loads in P.S.F. (Unless Otherwise Noted): Exposure = � ROOF FLOOR . • • • • ...... Top Chord Live 30 • �•; • • : '..' Top Chord Dead 15 • Bottom Chord Live 0 ••.. • • Bottom Chord Dead • • V: •.:.. • TOTAL 55 ..4..� •• •••• ;• Bottom Chord check for l Opsf non - concurrent Live Load .... • •; Duration Factor 1.33 - • . • • • • • • .. . ... ...... - Wind Speed 146 MPH • • • Wind Load criteria ASCE 7 -02 Computer Program Used: ALPINE 7.38 This package includes a Truss Index Sheet and 38 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15- 31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for any buildin g is the n rA responsibility of the building designer. � s Respectfully submitted, a HUN Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. a U License Nos. EB5251 & 19554 FEB 2 2 2M8 0 a m CF.AT 'I \ Jo1zKey: I3065 Company: Atlantic Truss Company Address: 2590 N. Kings Hwy Fort Pierce, Florida 34951 Phone: (772) 465-7073 MORRIS A.SMASHUUA.P.[ Site Address: 166 NE 92ND 8T l9D8N#l12AVENUE MIAMI 8BOIlES,I7I,-33I38 �MM� CORALSpR/NGS.FL33071 �°ww (954) 753-l988 FL REG. NOS. 19554& ER5251 ================================================================================ SUPPORT REPORT JOB DESCRIPTION: I3065 WIND CODE: A8CE 7-02 WIND MPH: I46 BLDG TYPE; CLOSED T8D8Q TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT' MAX VVZBD DESC SPAN-ft SIZE-in. TYPE l{I^DC-f±. YI^OC-f±. MAX.+4 MAX'-4 lJPLFT,-# ================================================================================ A7 30.08 8.00 WALL 0,000 11.333 I745 -1769 A7 30.08 8.00 WALL 29.417 1I 1667 -I685 -------------------------------------------------------------------------------- A6 30'08 8'00 WALL 0'800 II'333 1744 -1I79 A6 30'08 R'OU WALL 29.417 11.333 1744 -1179 -------------------------------------------------------------------------------- AS 30,08 8,00 WALL 0.000 I1.333 1744 -II82 AS 30,08 I0.32 WALL 28'749 11.333 I54 -59 8 AS 38.08 3'70 VALZ, 29,609 11,333 1803 -1328 -------------------------------------------------------------------------------- A4 30.08 8,00 WALL 8,000 11,333 1-428° w°°°°° -1197 A4 30'08 10.32 WALL 27^12I 11.333 2I2�� **°~° ! S*3 A4 30'08 4,00 WALI, 29.583 11.333 I57*96 � °w,~ -II57° - , -. 00*0*0 ------------------------------------------------------------- =~w��w -----�------ A3 3D 0G G OO �� O,UO8 11,333 1 '_' * - ' �- A3 3 38'08 I0'32 WALL 25,493 11,333 I�=~�� ° * ° ° ° °°° - A3 30'08 4.00 WALL 29'583 11.333 °��° �1�°° -I�I.° *"-4° - . ° � ---- ------------------------------------------------------------- ----�� A2 30.08 8.00 VALI, O'OOO 11.333 I ° -97�- A2 30.08 I0,32 YALI, 23.865 11,333 2Y]71° ° °°°° _1"6$: * * ° ��2 30.08 4'00 WALL 29.583 11.333 °56 ° a *** -*153 �� °°��^° - --� ----------------------------------------------------------_-- � �~�---�- ° Al 30.08 8'00 WALL 0,000 I1'333 2339 °°° -1275 Al 30.08 10,32 WALL ` - 22,33q 11.333 6115 ` -33I2* Al 30'08 4'00 WALL 29'583 11.333 393 -742 ---�------------ -------- ---'_* -------------------------------- _-.-- � - I -------- -------- B4 20.25 8.00 WALL 0.800 11.333 I121 -763 B4 20.25 8.00 VALI, 19'583 11.333 1197 -868 -------_---------_--------------------------------_------------ -� ------ B3 20'25 8,00 WALL 8.000 11,333 119 -867 B3 20'25 8,00 WALL 19'583 1I'333 119 -867 _________-______ ------------------------------------------- ------- B5 20'25 8.00 WALL 0.00 11.333 II2O c~- -8I7 BS 20.25 8,00 VALI, 19.583 11.333 1199 -891 -----------------------------------------------_---------------_---------------- B2 20.25 8.00 WALL 0.008 11,333 1199 -888 I32 20,25 8.00 WALL 19.583 11.333 I198 -888 ----_-----------__--------------_---------_----------------------_-_----_------_ ]36 20'25 8'00 WALL 0,000 11.333 1281 -344 BS 20'35 8.00 WALL 19,583 11.333 1181 -865 --------_---_--__--_---------------------_---_------------------------_--------- BI 20,25 8.00 WALL 0.000 11.333 2262 -1334 BI 20.25 8.00 WALL 19'583 11.333 2184 -1180 --------------------------------------------_---------------------------------_- 137 I8.61 11'23 WALL 0'008 11.333 1I38 -85I B7 18.61 8,00 WALL I7'943 11.333 1I04 -820 -------------------------------------------------------------------------------- B8 16.64 11.23 WALL 0.000 11.333 1294 -750 B8 16.64 8.00 WALL 15.974 11.333 1031 -575 -------------------------------------------------------------------------------- B9 14.67 9.75 WALL 0.000 11.333 1618 -876 B9 14.67 8.00 WALL 14.005 11.333 1814 -993 --------------------------------------------------------------=----------------- EJ71 7.92 4.00 WALL 0.167 11.333 511 -480 EJ71 7.92 12.67 WALL 6.774 11.333 448 48 EJ71 7.92 1.50 NAILED 7.917 11.333 66 -182 -248 EJ71 7.92 1.50 NAILED 7.917 13.521 143 -220 -------------------------------------------------------------------------------- EJ7 7.92 8.00 WALL 0.000 11.333 525 -475 EJ7 7.92 1.50 NAILED 7.917 11.333 220 -140 EJ7 7.92 1.50 NAILED 7.917 13.521 206 -280 -------------------------------------------------------------------------------- EJ72 7.00 8.00 WALL 0.000 11.333 475 -454 EJ72 7.00 1.50 NAILED 7.000 11.333 131 -15 EJ72 7.00 1.50 NAILED 7.000 13.292 285 -378 -------------------------------------------------------------------------------- EJ5 5.00 8.00 WALL 0.000 11.333 369 -403 EJ5 5.00 1.50 NAILED 5.000 11.333 92 -14 EJ5 5.00 1.50 NAILED 5.000 12.792 200 -306 -------------------------------------------------------------------------------- EJ11 3.79 8.00 WALL 0.000 11.333 305 -362 EJIl 3.79 1.50 NAILED 3.788 11.333 70 -15 EtiTll 3.79 1.50 NAILED 3.788 12.489 145 � -237 -------------------------------- ----- ------ ---- --- ------- --.--� --, -- -- s ---- 0 ------ EJ1 2.61 8.00 WALL 0.000 11.333 z'y,Z• ; .. 0 • - r:• EJ1 2.61 1.50 NAILED 2.613 11.333 .460.0 • EJ1 2.61 1.50 NAILED 2.613 12.195 .94.. -------------------------------------------------------------- --y- . - - - -;; - ;---- .��..: EJ13 2.58 8.00 WALL 0.000 11.333 �4q3-.. : •.,• �� EJ13 2.58 1.50 NAILED 2.575 11.333 •4fs•• ... ;$�• EJ13 2.58 1.50 NAILED 2.575 12.186 •'94•� ------------------------------------------------------------- =• };a; - - - -- --- - - - -�. EJ12 1.76 8.00 WALL 0.000 11.333 207 • �••••* EJ12 1.76 1.50 NAILED 1.756 11.333 29% •••• EJ12 1.76 1.50 NAILED 1.756 11.981 X4'9 ' .•• r � .... ------------------- --------- ------------------------------------------- #I-• -------- EJ14 0.54 6.52 WALL 0.000 11.333 53 -82 EJ14 0.54 1.50 NAILED 0.544 11.669 83 -123 CJ7 7.00 8.00 WALL 0.000 11.333 475 -454 CJ7 7.00 1.50 NAILED 7.000 11.333 131 -15 CJ7 7.00 1.50 NAILED 7.000 13.292 285 -378 ------------------------------------------------------------- - - - - -- ------ - - - - -- CJ71 7.00 4.00 WALL 0.167 11.333 479 -455 CJ71 7.00 1.50 NAILED 7.000 11.333 131 ee -44 CJ71 7.00 1.50 NAILED 7.000 13.292 26'4 e -348 ------------------------------------------------------- - - - a - - -_ - -- CJ5 5.00 8.00 WALL 0.000 11.333 366 d' 403 CJ5 5.00 1.50 NAILED 5.000 11.333 92 -14 CJ5 5.00 1.50 NAILED 5.000 12.792 200 -306 ------------------------------------------------------------------------=------- CJ51 5.00 4.00 WALL 0.167 11.333 368 -405 CJ51 5.00 1.50 NAILED 5.000 11.333 87 -42 CJ51 5.00 1.50 NAILED 5.000 12.792 186 -277 -------------------------------------------------------------------------------- CJ3 3.00 8.00 WALL 0.000 11.333 261 -336 CJ3 3.00 1.50 NAILED 3.000 11.333 54 -9 CJ3 3.00 1.50 NAILED 3.000 12.292 111 -188 -------------------------------------------------------------------------------- CJ31 3.00 4 . 0 0 WALL 0.167 263 17 �q A. SHAS , P.E. -338 1908 NW 112 AVFNl is .T r CJ31 3.00 1.50 NAILED 3.000 11.333 49 -46 CJ31 3.00 1.50 NAILED 3.000 12.292 96 -149 -------------------------------------------------------------------------------- CJ11 1.00 4.00 WALL 0.167 11.333 188 -488 CJ11 1.00 1.50 NAILED 1.000 11.333 13 -3 CJ11 1.00 1.50 NAILED 1.000 11.792 32 -7 -31 CJ1 1.00 8.00 WALL 0.000 11.333 183 -476 CJ1 1.00 1.50 NAILED 1.000 11.333 14 -3 - CJ1 ------------- 1_00 - -- - 1.50 NAILED 1.000 11.792 28 ------ _ - - -_ 29 ------------------------------------ I. HJ2 11.20 11.31 WALL 0.000 11.333 657 -368 HJ2 11.20 3.00 *HANGER 10.946 11.333 1107 -600 -------------------------------------------------------------------------------- HJ3 11.13 5.66 WALL 0.173 11.333 640 -360 HJ3 11.13 8.04 WALL 10.408 11.333 1067 -578 -------------------------------------------------------------------------------- HJ1 9.90 11.31 WALL 0.000 11.333 577 -328 HJ1 9.90 1.50 NAILED 9.899 11.333 265 -176 HJ1 9.90 1.50 NAILED 9.899 13.276 589 -286 -------------------------------------------------------------------------------- HJ4 7.07 11.31 WALL 0.000 11.333 355 -207 HJ4 7.07 1.50 NAILED 7.071 11.333 98 2 HJ4 7.07 1.50 NAILED 7.071 12.781 323 -229 -------------------------------------------------------------------------------- HJ5 5.42 8.67 WALL 0.000 11.333 523 00 -298 HJ5 5.42 1.50 NAILED 5.421 11.333 7.23 . •�•,�• -12 HJ5 5.42 1.50 NAILED 5.421 12.786 3 : •• -��:• • • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •0 • •'0'•'0 - - - 0 0 f - - - - - - • •0••0 • ------------------------------------------------------------- .••04•- • - - - -- *HANGER denotes a hanger calculated by the layout program. Re�m*o• o the 000000 0 layout HANGER SCHEDULE for complete list of hangers and nails t quireV00" 0.000 ------------------------------------------------------------- !!; "0--- -•-.•• •0:00 • •0 • • . . .. 0000.. 0 000•• • • • •••• • 0000.. 0 0 : ., •• • .. . •0000• MORRIS A. SHASHOUA P.t 1908 NW 112 AVENUE. CORAL SPRINGS, FL 33071 pp (954) 753 -1988 - F 2,2 2 FL REG. NOS. 1955a & E852F? 3065 U BUILD IT - WPB I RAY CARABATTO / A7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT cord 2x4 SP #1 Dense :T3 2x4 SP #1: 146 mph Wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, ord 2x4 SP #2 Decree wind BC DL =3.0 psf. Iw =1.00 GCpi( +( -)x,18 )bs 2x4 SP #3 )dge 2x4 SP #3::Rt Wedge 2x4 SP #3: Member design & wind reactions based on MW FRS and C&C. +el Return 2x4 SP #3: In lieu of rigid ceiling use pudins to brace BC @ 24" OC. n chord checked for 10.00 psf non-concurrent live load. Deflection meets I= live and 0240 total load. 15 "8 1578 �+--- 5'3 "2 4'10 "11 -- 1 410 "11 — — 410 "11 —+ 4'10 "11 --+ 5'3 "2 —� 12 3 v 6X6 T 5X6 - '' 3X4 I} al T3 `-� 3X8 2X4 2X4 ` 4X8(B1) 4X8(_$1) 3X4 sx 3X4 6X6 3X4 30'1" �— T8 "7 T4 "1 + T4 "1 T8 "7 Rv =1745# U= 17�; - � =8" Rv =1667# U =1685# W =8" ••: : : URIS A. SHASHOUA, P.E. • • •; ; ; ; ; V: 1I(38 NW 112 AVENUE • • 00 : • • • • 'CORAL SPRINGS, FL 33071 C. = A7 (954) 753 -1988 SEQ = 32633 TYP: WAVE FWrrPMW2(=) Cq/RT- 1.W1.25y1o(0) QTYs 2 TQTAL= 2 • • • F 0 0 0G. SOS. 19554 & EB525 ) REV. 7.38.0810.03 SCALE = 0.1875 REQUIRE EXTREME CARE N FABRICATING. HANDLING, SHIPPING. I NS'194"G AKD • • • IGRACNG. REFERTOBCSI( BUI .DWG COMPONENT SAFETY WFORMATION PURISIi ®IYTIM(7�Ug� • • • • • TC LL 30.Opsf REF INSTITUTE, 218 NORTH LEE STR, SUITE 312, ALEXANDRIA, VA. 22314)IAND (w�D TRUSS GOUNCIL • • • • • • • • OF AMERICA, 8300 ENTERPRISE W, MADISON, WI 53719 FOR SAFETY PRAC7`ICES PIZ� MO RERRDRMING • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE IIDICATED, P CHORD SHALL HAVE PROPERLNATiACWD STRUCiLRW • • • G n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. IMPORT>*M COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIAMN FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BC LL O.Opsf BA I I I rw BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATEO TOT.LD. Sf SPEC* • 4 • • • • • - BYAF&PA)ANDTPL ALPNECONNECTOR PLATES ARE MADE OF20N8MBGA HJuSaK) G E 55.0 psf I� (W,KM 3S)tNd.V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS "iNNLE201 L T %: p O/A LEN. 300100 On) 4657073 Fetc mx) 465-74x9 ON M. POSMON PER DRAWINGS 180A -Z ANY INSPECTION OF PLATES FOLLOWm (IJ. BE PER ANNEX AS OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE � • • � DURYAC. 1.33 JOB # 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES OYL�I. • • • • • • • SUITABIUTYAND USE OF THIS COMPONMI FORANYBUIUNNGISTHERESPONSIBLITYOF IR.ODINNGO SPACING 24.0" TYPE COMN DESIGNER, PER ANSVrPI 1 SEC. 2. 13065 U BUILD IT - WPB / RAY CARABATTO >` A6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT •hord 2x4 SP #2 Dense :T2, T3 2x4 SP #2 N: 146 mph wind, 15.00 It mean hgt, ASCE 7 - 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC .hord 2x4 SP #1 Dense DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +) -)x:18 labs 2x4 SP #3 3vel Return 2x4 SP #3 ::Rt Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. )m chord checked for 10.00 psf non-concurrent live load. In lieu of rigid ceiling use purlinS to brace BC Q 24" OC. 1 Deflection meets 1-1360 live and L1240 total load. L 15'0 "8 15'0 "8 �►{ �— 5'3"2 !S• 4'10 "11 — — 4'10 "11 -- — 410 "11 -- — V10 "11 — — 5'3 "2 —� T 3 5X6 T2. X6 T3 5X6 N :h 2X4 2X4 4X8(61) - 3X4 ` 4X8(81) 3X4 5X8 3X4 30'1" T4 "1 , T4 "1 7'8"7 Rv =1744# U =14 =8" Rv =1744# U =1179# W�g" •• ••• • • • • • • • • • • • • • • 036R'RIS A. SHASHOUA, P.E °• •; • °; : ; :•: °• 1908 NW 112 AVENUE •�• ••� ••� • WRAL SPRINGS, FL33071 (954) 753 -1988 3C. = A6 FL REG. NOS. 19554 & EB5251 SEQ = 32642 '. TYP: WAVE FBClTPI2002(STD) Cq(RT= 1.00(125y10( 0) Q =1 JPTAL= 1 000 , ° • ° REV. 7.38.0810.03 SCALE = 0.1875 BRACING. REFERBCSS1( BUUI LDINGGCOMPONEM3AFETTYINFO ° ION ' S "' W ° MU PLATE* • • • • TC LL 30 .Opsf REF INSTIME, 218 NORTH IFFSTR., SUITE 31ZALDUWDRK VA. 22314 )ANDi'YI'CA •• • • • • • OF AMERICA, 5300 ENTERPRISE IN, MADISON, wI 53719)FOR SAFETY PRACTICES PftIOMTOFERFOR•ING • • • •. • • TC DL 15.0psf DATE 01- 142008 r� THESE FUNCTIONS. UNLESS OTHERWISE NDI :ATED, TOP CHORD S.'1ALL HAVI_• PROPERIP(ATTAONED STRLWMf L • • • y n PANELS AND BOTTOM CHORD SHALL HAVE APROPERLYATTACHEDRIG1DC O. ** 1MPCRZ ACOPYOFTHISDESaiNTOINSTALLATIONCONTRACTOR. AL i E,ErIONEERED BC OL 10.Opsf DRWG PRODUCTS, NC., SHALL NOT BE RESPONSIBLE FOR ANY DEVAATIO FROM THISDE31( IN; ANY FAILURE TO BUILD THE TRUSS N CONFORMANCE WITH TPA; OR FABRICATING, HANDLING, SHII�NG, INSTALLING & BC LL 0.0psf BA SWING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISION OF Nos (NATi N SAC• • • • • • • • BYAF&P!) AND TPA. ALPINE CONNECTOR PLATES ARE MADE OF 2DV18J16GA 40� (W,N111 SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AN . UN 0 E TED • • ; • � ; TOT.LD. 55.0psf 'OIA LEN. 300100 CM 465.70U Fm�: (An) 465Jd� oN THHIS DEBxiN, PoSR10N PER DRAWINGS 180A L ANY INSPECTION OF PLATES FOLLOWED (n • • DUR.FAC. 1.33 JOB # 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BE PER ANNEX As OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWNG INDICATES ACCEPTA ME � ^'M.'q . DES T IRJLD� su I-� RA6&ITYA ND USE of THIS COMPONENT FOR ANY Buo DING THE RESPOLSSIBarrroF ING • • • • • • • SPACING 24.0" TYPE COM N DESIGNER, PER ANSVTPI I SEC. 2. i 1065 U BUILD IT - WPB / RAY CARABATTO / A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • ord 2x4 SP #2 Dense :T2, T3 2x4 SP #2 N: 146 mph wind, 15.00 it mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 it from roof edge, CAT II, EXP C, wind TC and 2x4 SP #1 Dense DL=4.0 wind BC DL--3.0 b Psf. psf. Iw =1.09 GCpi( +/_) =0.18 s 2x4 SP #3 VI Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. i chord checked for 10.00 psf non -concurrent live load. in lieu of rigid ceiling use puriins to brace BC @ 24" CC. Deflection meets 0360 live and 0240 total load. 1578 15 "8 �-- 5'3 "2 --- — 4'10 "11 --� t— 4'10 "11 - - 4'10 "11 - — 4'10 "11 — + 572 3 T T3 T X4 5X6 ''� �"'`� 5X6 N ih 2 2X4 ` 4X8(B1) 4 3X4 3X4 3X4 5X8 3X4 29'2"2 -I 7'$ "7 T4 "1 T4 "1 7'8 "7 Rv =1744# 1.1=1182# =8" U=0# W=10 Rv =1803# U =1329# W =3 "11 ••� :MQRRIS A. SHASHOUA, P.E. • •• • • • a .*** W08 NW 112 AVENUE ..• ... •.; •.' ; ;Cp @AL SPRINGS, FL 33071 (954) 753 -1988 Q= AS FL REG. NOS. 19554 & EB5251 SEQ = 32652 TYP: WAVE FecrrP12002(STD) CgrRT- 1.00t1.25y10(0) QTY* 1 TOTAL =1 • • • • see • REV. 7.38.0810.03 SCALE = 0.1875 BRACING. REFER O SCSI (BUILDING (BU COMPONENT PO ETTY INFORMATKiN us m • • � • • . � • TC LL 30 .Opsf REF INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALDWMRIA, VA. 22314) AND (WO1WNTACTRU OF AMERICA. 83W ENTERPRISE W , MADISON, WI53719) FOR SAFETY PRACTICES PR DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROC%Ai G n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~IMPOND&W COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.Opsf DRWG PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BC LL O.Opsf BA BRACING OF TRUSSES. DESIGN CONFORM Wmi APPLICABLE PROVMIONS OF NOS (NA - nom*W SN SPEC.• • • 06- • • BYAF&PA)ANDTPL ALPINE CONNECTOR PLATESARE MADE OF 2d1fIM8GA (W,HISStK)ASTM AM GRWE • • • • • • aau� ryV ,WH ss) GALV.sTEEL APPLY PLATF� TO FACH FACE OF TRUSS AND, uyLESS OTHERWISE L91CATm • • • • • • . TOT.LD. 55.Opsf O/A LEN. 300100 (t7Z) 463.7003 Fas: C/•ra) '-7429 ON THIS DES N POSITION PER DRAWINGS 180A -L ANY INSPECTION OF PLATES FOLLOWED BV (I) SWU.• • • • • • • • BEPERANNEXA30FTPII-2DQ2SEC.& A SEAL ON THIS DRAWING INDICATES ACCEPTANCE 016 •• •• • • • •• •• DUR.FAC. 1.33 JOB #.1 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE3I♦rN6WWW .THE • • ••• • • SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING SPACING 24.0 COMN DESIGNER, PER ANSVTPI 1 SEC. 2. TYPE i 1065 U BUILD IT - WPB / RAY CARABATTO / A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT < iord Drd 2x4 SP #2 2x :T2 2x4 SP #2 N: :T3 2x4 SP #1: Ord 146 mph wind, 15.00 ft mean hgt, ASCE 7 - 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, FRCP C, wild TC 2x4 SP #1 :B2 B2 2x4 SP #1 Dense: bs 2x4 SP #3 DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +/ -)x.18 el Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. i chord checked for 10.00 psf non- concurrent live load. ;' In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L1360 live and U240 total load. LL 13'11" 2'3" 1 13'11" �*— 5'3 "2 --+-- V10 "11 •��-- 4'10 "11 T2 4'10 "11 -- — 410 "11 572 —� 3 l 2 4X6 4X6 3X4 3X4 2! 3 X4 T3 2X4 2X4 4X8(81) 4X8 ` 3X4 3X4 :SX8 B2 3X4 27'6 "10 - 2 4� �. 7'8"7 7'4 "1 T4 "1 7'8? Rv =1728# U= 1197# =8" W1" Rv =211# U =53# W =10 "5 Rv =1579# U =1157# W=4" • • • • • • • • AJORRIS A. SHASHOUA, P.E. •• •: •�: : : :•: •1908 NW 112 AVENUE ••• ••; '.; '•' ; ; QWAL SPRINGS, FL 33071 (954) 753 -1988 C.= A4 FL REG. NOS. 19554 & EB5251 SEQ = 32662 IYP: WAVE FBOffP120o2(STD) Cc1RT=I.o0(1-25b1O(0) QTY* 1 TOTAL= 1 • • • • • • • • REV. 7.38.0810.03 SCALE = 0.1875 BRACING. REFER T0�1(BU COMPONENT E PIF ORM ° A� r I 6 • • • � � 0 • • • ; TC LL 30.Opsf REF INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA VA 22314) AND WTCA(YVOOD - IL OF AMERICA ego ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRacTICES PRtoR • ' .' • • ' . • TC DL 1 5.0 p Sf DATE 01- 142008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, tOP CHORD SHALL HAVE P,ROPERL ATTAC S7RUC?M GO • n P AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "lMPORAWi�1 COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0psf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPi; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & • • • • • • • • BC LL 0.0psf BA ' BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATio NP"sidN SPEC.• • • • • •. BYAF&PA)AND TIN. ALPINE CONNECTOR PLATES ARE MADE OF 20l18118GA ,KS.,tK)ASTM A#53 Gt�E 40tH�• SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AN . UNLESS OTHERWISE L«ATED • • • • • • • TOT.LD. 55.Opsf O/A LEN. 300100 (772) 463 Fzm (TTY) 46S -7429 ON TH13 DE9KGN, POSITION PER DRAWINGS 160A-Z ANY INSPECTION OF PLATES F OWm Bf (I) SMLLL• • • • • • • • BE PER ANNEX AS OF TPI I - 2002 SEC.& A SEAL ON THIS DRAWING Ii'DICATES ACC •• •• • • • • •• DUR.FAC. 1.33 JOB #: 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESKINNMDW. THE • • ••• • • SURABI.ITYANDUSEOFT MCOMPON 84TFORMYBUILDINGISTIMRESPONSISILTTYOFTHEBUIDING SPACING 24.0" DESKGNER,PER ANSVTPI I SEC. 2. TYPE HIPS 3065 U BUILD IT - WPB / RAY CARABATTO / A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT hors 2x4 SP #1 :T2 2x4 SP #2 Dense: 146 m wind, 15.00 it mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP C, wind TC :4 SP #2 N: DL=4.0 psi wind BC DL =3.0 psi. Iw =1.00 GCpi( +J- )=0.18 Lord 2x4 SP #1 :B2 2x4 SP #2 N: abs 2x4 SP #3 Member design & wind reactions based on MWFRS and C&C. vel Return 2x4 SP #3::Rt Level Return 2x4 SP #3: (A) Continuous lateral bracing equally spaced on member: Or 1x4 "T" brace. 80% length of web member. Sane species & grade I of rigid ceiling use pudins to brace BC @ 24" OC. or better, attached with 8d Box or Gun (0.113"x2.5 ",min.)naiis Q 6" OC. lion meets U360 live and 1.1240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. 771 ►�-• 6`3" 7'9 "1 4'1 "15 . 3 v T 5X6 T2 6X8 7 T3 M 3X8(B1) 4X8 (q) (A) 4X8 3X4(A1) 3X4 3X4 4X4 4X8 3X6 6X6 B2 2&11 "1 4 4 3'11 "15 - J 30'1" Rv =1475# U =10 =8 ". Rv =1994# U =1278# W =10 "5 Rv=18# U =161# W=4" • • • • • • • IJOQRIS A. SHASHOUA, P.E • •• • • • • ••• 19% NW 112 AVENUE ••R ••i • •i �•• i 40P.NL SPRINGS, FL 33071 (954) 753 -1988 cC. = A3 FL REG. NOS. 19554 & EB5251 SEQ = 32674 TYP: WAVE FeclTPI20G2(STD) CymT=I.00(1z5)110(0) QTY 1 T TAL= 1 • • • REV. 7.38.0810.03 SCALE = 0.1875 REQUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING, NSVV -LNG AND • • • • • • BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY WcAMATION , PuBLISHED%Y1" (T�rUSf PLATE • • • • • TC LL 30.Opsf REF INSTnUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND CA'(WOOD -MUSS SDUNCIL• • • • • • • • OF AMERICA 6300 ENTERPRISE LN, MADISON, WI53719 FOR SAFETY PRACTICES PRIORirOf PJIORMMG • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTO)NS. UNLESS OTHERWISE INDICATED, . CHORD SHALL HAVE PROPERW ATTACHED STRU0I1 • • • PANELS AND BOTTO P,, j SHALL' HAVE A PROPERLY ATTACHED RIGID CEILING "iMPO rCOPYOF THISDESIGNTOINSTALLATIONCONTRACTOR. ALPINEENGWEERED BC DL 1O.Op DRWG PRODUCTB, INC., SHALL NOT BE RE8PON801LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUO.D THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BC LL O.Opsf BA BRACING OF TRUSSES. DESIGN CONFORM WITH APPLICABLE PROVISIONS OF NOS (NATIO S N SPECy • • • • • • • eYAF&P/q N�TPL ALPINE CONNECTOR PLATES ARE MADE OF 20/1&16CiA TOT.LD. 55•Q „ Sf OlA LEN. 300100 40 (W.WH SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS UNLESS O TED• • • • • • • ~ (tTL) 465.7073 Falc (7'P1) 465 -7479 ON THIS DESIGN, PDSRION PER DRAWWG3180A -Z ANY INSPECTION OF PLATES FOLLOWED (n S BE PER ANNEX A3 OF TPI I -2602 SEC.& A SEAL ON THIS DRAWING INDICATES ACCEPTANCE • • • • • • DUR.FAC. 1.33 JOB #13065 PROFESSIONAL ENGINEERING RESPON30iLITY SOLELY FOR THE TRUSS COMPONENT DES SN04l�l�TA* • • • • • • • SUITABdRYAM USE OF THIS COMPONENT FINt ANY BUILDING IS THE RESPONSO4I OF 9UUWW7MCi • • ••• • • SPACING 24.0” TYPE HIPS DESIGNER, PER AtaLSVrPI 1 W.C. 2. 3065 U BUILD IT - WPB / RAY CARABATTO / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT -turd 2x4 SP #2 N 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bidg, not located within 4.50 it from roof edge, CAT II, EXP C, wind TC hord 2x4 SP #2 N DL=4.0 psf, wind BC DL--3.0 psf. Iw =1.00 GCpi( +/- )=0.18 'ebs 2x4 SP #3 ivel Return 2x4 SP #3 ::Rt Level Return 2x4 SP #3: Member design & wind reactions based on MW FRS and C&C. m chord chocked for 10.00 psf non- concurrent live load. In lieu of rigid ceiling use puriins to brace BC Q 24" OC. Deflection meets L1360 live and U240 total load. 9'11" 107 9'11" � — 5'9'7 -- 4 -- 5'1 "8 - -— 5'1 "8 --+ 4'1 "9 —— 69 "7 — � 3 p — 5X8 2X4 5X8 3X4 4X6 0 3X6(61) 3X4(A1) iv 3X4 3X4 0 2X4 3X4 6X8 3X8 24'3 "9 4 1 5'7"7 — {�! 30'1" Rv =1351# U =975# =8" Rv =2071# U =1365# W =10 "5 Rv - -65# U =154# W=4" •• • ••o ;.;Mt9§131S A. SHASHOUA, P.E. • • . • • • • • 19108 NW 112 AVENUE •' "' " ' • *CORAL SPRINGS, FL 33071 (954) 753 -1988 3C.= A2 FL REG. NOS. 19554 & EB5251 SEQ = 32684 TYP: WAVE FBC/rP=U(STD) CWRr= 1.R1z5y10(0) QT'6 -=1 TOTAL= i • • • • • • • REV. 7.38.0810.03 SCALE = 0.1875 AFWhWt3 REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, G BRACNO. REFER TO SCSI (BUILDING COMPONENT SAFETY NFORMATxNI . pM(ISLIS I ay+4 • �. • • . .' TC LL 30.Opsf REF INSTITUTE, 218 NORTH LEE STM, SUITE 312, ALEXANDRIA VA 22314) AND VI?CA (WOOD IL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI63718 FOR SAFETY PRACTICES PRIORRII QQ • •.• •. •.• TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTION& UNLESS OTHERWISE NDICATED, OP CHORD SHALL HAVE PROPEREYATTACHED STRUtIT)RAL C n p � A � ND � � S �� o �T - r OM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING, " IMPOR•T)IiJMA COPY OF TH6 DESIGN TO NSTALLATxMI CONTRACTOR ALPINE ENONEERED BC DL 10.Opsf DRW G PRODIJCTS,NC., SHALL NOT BE RESPONS FOR ANY DEVIATION FROM THLS DESxiN; ANY FAILURE TO BUID 7NE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHI'PNG. INSTALLING & BC LL O.Opsf BA L BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATTCINII.4DE3tGN SPED. • • • • • • • . BYAF& PA) ANDTPLALPPIECONNECTORPLATESAREMADEOF20V18t1BGA {WH1SSiK)AS7MO853GRADE • • • • • • 40PB� f W,KM 33) OALY. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLE33 oTHERWISE �DCATEDI • • • • • • TOT.LD. 55.0psf O/A LEN. 300100 (TT2) 465-7073 F= (M) 40-74" ON THISO E81GN, POSn'ION PER DRAWINGS 180AZ. ANY NSPECTxNJ OF RATES FOLLOWEDBY (1) �IALO • • • • • • BE PER ANNEX A30F TPI 1 -2002 sEC.3. ASEAL ON THIS DRAWING R:DICATEB ACCEPTANCE OF •• •• • • • •• •• DUR.FAC. 1.33 JOB #: 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN OHOWN. THE* O so* • • SU MANZY AM USE Or THIS COMPONENT FOR MY BUI IS THE RESPOIfSSI LITY OF 71-M BUILDING SPACING 24.0" TYPE HIPS DESIGNER, PER ANSVrPI 1 SEC. 7 . 3065 U BUILD IT - WPB / RAY CARABATTO I Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT hord 2x4 SP #2 Dense :T2 2x6 SP #2: M 2x4 SP #1: Negative reaction(s) of -742# MAX. (See below) from a non -wind load case requires uplift connection. + lord 26 SP 2400f-11E:132 2x6 SP #2: Bbs 2x4 SP #3:W5 2x4 SP #2 N::W7 2x4 SP #1: (*') 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. vel Return 2x4 SP #3::Rt Level Return 2x4 SP #3: 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =4.0 psi, reactions based on MINERS pressures. wind BC DL =3.0 psi. Iw =1.00 GCpi( +/- )=0.18 I of rigid ceiling use puriins to brace BC @ 24" OC. (A) Continuous lateral bracing equally spaced on member. Or 1x4 'T" brace. 80% length of web member. Same species & grade T supports 7 -11-0 jacks with no webs. or better, attached with 8d Box or Gun (0.113"x2.5 ",min.)nails @ 6" OC. Left side jacks have 7 -11-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 7 -11-0 setback with 0-2-0 cant and lion gets 1-1360 live and 0240 total load. 1 4 0 overhang. Right side jacks have 7 -11-0 setback with 0 -2-0 card and 1 4-0 overhang. i T11" 147 T11" - -� �— 4'1�411 375 48 "7 — — 4'10 "3 —+— 4'8'7 — — 3'9 "5 —+— 4'1 "11 --►{ T2 H0710( — XI) 3X4 5X8 H071 0 " I T 5X12(B3) 2X4 2X4 T3 3X4 3X4 3X6(Al) N 6X8(R) 5X14 5X6 5X12 62 X8(ft) 2274 T1 "12 T3 "12 --— 5710 63 "10- -- T3 "12 JJ f 3 0' 1 " ^ �1 + 1110# 916# Rv -2339# U =1275# W=8" Rv=6116# U =3312# W =10 "5 Rv= 742# U =0# W=4" • •• ••• • • • • • •• ••; ; ; ; ; ;MORRIS A. SHASHOUA, P.E • •• • • • • ••• • 1908 NW 112 AVENUE ••• •• s ••: ••• : : •G6RAL SPRINGS, FL 33071 (954) 753 -1988 TYPAWAVE FWq? 2002(STD) Cq Rr= 1.00(125y10( 0) QTY= 1 T TAL= FL REG. NOS. 19554 & E852 1V 7.38.0810.03 SCA ARIA WtS REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AM • • • • • • BRACING. REFER TOBCSI( BULDWGCOMPONENTSAFETYMFORMATWN )),PUBLISHEDBY'NI('� PLATE • • • • • TC LL 30 .Opsf REF INSTrfUTE.218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TAtUSS SOUYCIL• • • • • • • • OF AMERICA, 5300 ENTERPRISE LN, MADISON, WI 53719)) FOR SAFETY PRACTICES PRIOR1TOGVMRM NG • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 THESE F UNLESS OTHERWISE INDICATED, - 9 11P CHORD SHALL HAVE PROPERWATTACMED STRUBNYRAL • • • G n P IMPOR;i�116r7TTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGD CEILING. . �5 COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.Opsf DRWG PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BC LL O.OpSf BA BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIO ESSPECr • • • • • • • BYAF&PA))AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 2011.SK GA(w MP33IK) G E TOT 55.0 S f 4018/ ((yyyy KIH,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND , UNLESS TED TOT � • P 0/A LEN. 300100 (T71) 463.7073 Far (T12) 465.7421 ON 7HI4�DESW POSITION PER DRAWINGS 16OA -Z ANY INSPECTION OF PLATES FOLLOWED (I) S BE PER ANNEX AS OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE O ; ; ; s •; DUR.FAC. 1.33 JOB #.13065 PROFESSIONAL, ENGQJEERSJO RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES S�ipV�MTFIE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING ISTMERESPONsSLI YOF �1N.OING • •, ••• • • SPACING 24.0 HIPS DESIGNER, PER ANSVTP11 SEC. 2. TYPE 065 U BUILD IT - WPB / RAY CARABATTO / B4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT xd 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: 146 m Wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT Il, EXP C, wind TC >rd 2x4 SP #1 DL=4.0 par, wind BC DL =3.0 par. Iw =1.00 GCpi( +/ -)x.18 2x4 SP #3 el Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C &C. r chard checked for 10.00 pal non - concurrent live load. In lieu of rigid ceiling use puriins to brace BC @ 24" OC. Deflection meets 0380 live and 0240 total load. 10 10'1"8 —I 3'1 "13 —— 3'1 ":13 6'11 "11 - -� 4X6 T 3X4 3X4 T2 d SN 3X8(B1) ``' 3X8X(B1) cn 2X4 6X6 2X4 20'3" J Rv -1121# U =763# W =8" Rv =1197# U =869# W�8 "� 0 a � : 0 MORRIS A. SHASHOUA, F F • •• • • • • ••• • ).908 NW 112 AVENUi ••� 000 �00 ••• i a EO AL SPRINGS, 1=L 331 (954) 753 -198 = B4. FL REG. NOS. 19F5d p SEQ = 32470 IYP: WAVE FBCrrPl2oo2(STD) Cq RT=I.00(1.25y1o(0) QTY 14 TOTAL= .14 000 • • • • REV. 7.38.0810.03 SCALE = 0.2500 wWAFddkWft REOum EXTREME CARE IN FABRICATING, HANDLING, sHIPPING, ULS • • • • • TC LL 30.0 S f REF INs�TITU ST 2 S,.NR� . (I ( STR R ., S ALEXANDDR V k 223144)AND WrCA ,O 7R USIX-1. �� • • • • p OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI63719 FOR SAFETH PRACTICES PRI.4'i THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Q G • • TC DL 15.Opsf DATE 01 -14 -2008 TOP CHORD SHALL HAVE PROPERLTATTAC aRUd t8;;L. G 72 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. "IMPORT111O1!!�'1 COPY OF THIS DESIGN T IN STALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 1O.Opsf DRWG e ao"" iTtus§ W CONFORMANCE WITH TPk OR FABRICATING, HANDUHG. SHIP INSTALLING 8 BC LL O.Opsf BA 10 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIOMAL DESIGN SPED► • • • • • • • SYAFBPA))AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 2IN18t18GA(W,HISSIK) ASTM AM GMMDE . • • • • • TOT.LD. 55.Opsf O/A LEN. 200300 40A� ,WH SS) 6ALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERM/L4E LQCATED• • • • • • • CM) 465-7073 I:= (am) - oN THIS DESIGN, POSITION PER DRAWINGS 160A -L ANY INSPECTaN OF PLATES FOLLOWED 16Y(Q SKAU* • • • • • • 1.33 JOB #. 13065 BE PER ANNEX AS OF TPI 1 - 201 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE QP • • • • • • • • • • • DUR.FAC. PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIMtt,,yyi•Y�N THE • • • • • • • SU ITABBU TYANDUSEOFTHISCOMPONENTFRMYSUILDINGISTHERESPONSIB LITYOFTHEBLMDING SPAGING 24.0" TYPE COMN DESIGNER, PER ANSYIPI I SEC. 2. 3065 U BUILD IT - WPB / RAY CARABATTO / B3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tord 2x4 SP #1 Dense 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 It from roof edge, CAT 11, EXP C, wind TC lord 2x4 SP #1 Dense DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +j -)x.18 rbs 2x4 SP #3 ad a 2x4 SP #3::Rt Wedge 2x4 SP #3: Member design & wind reactions based on MWFRS and C &C. del Return 2x4 SP #3::Rt Level Return 2x4 SP #3: In lieu of rigid ceiling use pudirLS to brace BC @ 24" OC.. n chord checked for 10.00 psf non - concurrent live load. Deflection meets U360 live and U240 total load. 10'1 "8 }� 10'1 "8 —1 �► - - ©11 —I— 3'1 "13 —— 3'1 "13 --� 6'11 "11 --►{ 4X6 3X4 ' 3X4 T ° 3X8 3X8(81) 3X8 3X4 M 0 1 i 3X4 3X8(81) J_ 2X4 6X6 2X4 ��.. 20'3" _I Rv =1195# U= AR RV =1195# U =867# WI8" •• •� •: :VORRIS A. SHASHOUk P • • s • • • • • • • • •1908 NW 112 AVENUF •• ••• •• • • • CORAL SPRINGS, FL 33t.., ;C. = B3 (954) 753 -1988 SEQ = 32475 TYP: WAVE FWVTP1=2(STD) CglRT= 1.00(1.25y10(0) QTlfi= 4 TiOTAL= 4 *so •; 0 R �G. NOS. 19554 & F ° REV. 7.38.0810.03 SCALE = 0.250Q wWARNWAM REOURE EXTREME CARE IN FABRICATING, HANDLING, SHIPPtldG, IN G BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUB, yy C�TE• • • • • • • • f TC LL 30.OpSf REF INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND CA�(WOO� 7R OF AMERICA, 03W ENTERPRISE LN, MADISON, WI 6371 FOR SAFETY PRACTICE$ PRIORi o • • • • • • • • TC DL 15.Op DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE QJDICATED, TOP CHORD SHALL HAVEPROPERNATT STRUe7bRAl. ('�O n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RKiID CE3.ING. ,p$ ~ 1MPOCOPYOFTHISDESKiNTOMSTALLATWNCONTRACTOR. ALPMEEN(iINEERED BC DL 10.Opsf DRWG . W" PRODUCTS, MC., $HALL NOT 8E RESPON3BLE FOR ANY DEVIAT WN FROM THISDESXiN; ANY FAB.URE TO y.,, SURD THE TRUSS IN CONFORMANCE WITH TPI:OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BC LL O.Opsf BA ;rw- BRACQJG OF TRUSSES. DESICN CONFORMS WITH APPDCABLE PROVLSIONS OF'NDS (NATIC•L�E91GN SPEQ • • • • • • • BYAFBPA))ANDTPL ALPWECONNECTORPLATESAREMADEOP20 11811&,A(W ASTM�sac aADE • • • • • • TOT.LD. 55.OpSf OJA LEN. 200300 4N8/ ,KM SS) GAIN. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE WCATELI • • • • • • (M)465-7073 Fme Cam ON THIS DESKiN, POSRWN PER DRAWINGS 180A -Z. ANY INSPECTION OF PLATES FOLLOWED�Y (1 }SyULi • • • • • • aE PER ANNEXA30F TPI 1- 20023EC.3. ASEAL ON THIS DRAWING Q�DICATES ACCEPTANCE QF' •• •• • • • •• •• DUR.FAC. 1.33 JOB #: 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI_6Y UI{OYtN. THE• • • • • • • DESIGNER sutTABam 8E PER ANSYTPI C. 2. ANDUSEOFTMSC On�oNENrwRANYBUILDwGtsTHERESPONSIBIImoFTI {EBUOb SPACING 24.0" TYPE COMN , t 13065 U BUILD IT -WPB /RAY CARABATTO / B5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT - chord 2x4 SP #2 N 146 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, FXP C, wind TC Chord 2x4 SP #2 N Yebs 2x4 SP #3 DL=4.0 psf, wind BC DL =3.0 psi. Iw =1.00 GCpi( + / -) =0.18 -evei Return 2x4 SP #3: Member design & wind reactions based on MW FRS and C&C. - om chord clocked for 10.00 psf non - concurrent live load. In lieu of rigid ceiling use pudins to brace BC @ 24" OC. Deflection meets U360 live and 0240 total load. 2.14 � 9'4 "9 �+ 12 5'8 "6 } ► 5 2 "1 -- ►= 3'11 —�►— 574 T 5X6 t 5X8 >3X4 N 1'1i.13X6(B1) 3X4 i 3X6(81) RI U 2X4 5X6 2X4 I— 20'3" Rv =1120# U =818# W=8" Rv =1199# U =892# W:8 " • MORRIS A. SHASHOUA. •• • i i i i i i •• 1908 NW 112 AVENi.° •• ••• •• • ' • •' CORAL SPRINGS, FL 3: (954)753 -193P SC.= B5 FL REG. NOS. 195l' SEQ = 32402 T. TYP: WAVE FBCITPI2002(STD) Cg1RT= 1.00(1.25)x10( 0) QTY= 1 SOTAL =.1 • • • • • • • REV. 7.38.0810.03 SCALE = 0.2500 wWAF081111IM REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SH BRACQJG. REFER TO Bcsi (BUn.DING COMPONENT SAFETY IJFORMATION , Pu p�pTt • • • • • • TC LL 30.Opsf REF WSTm1TE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND CA(W C1L OF AMERICA, 8300 ENTERPRISE LN. MADISON, Yn 63719) FOR SAFETY TIC ill ING • • • • • • • TC DL 15.0 Sf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERYME MDICATED, rOP CHORD SHALL NAME PROPE1.YATTdEHED STR�IftAL • • • P G n PANELSANDBOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID C G. "' IMPOJFJA THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.Opsf DRWG PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS - DESIGN: ANY FAILURE TO BC LL O.OpSf BA BUILD THE TRUSS IN CONFORMANCE WITH TPA; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 agw" BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No$ (NATO*%DENIiN SPA, • • • • • • • BYAF8P AND TPL ALPPIE CONNECTOR PLATES ARE MADE OF 20I1W18GA ,Fil^aStK) ASTNi4853 QRADE • • • • • • c aI Km ss) V. STEEL APPLY ELATES TO EACH FACE OF TRUSS ANNru�n ESS ortlr�wisr �arEO • • • • • • TOT.LD. 55.Opsf O/A LEN. 200300 ( ON THIS DE3I1N, POSITION PER DRAW W0.4180A Z ANY PISPECTION OF PLATES FOLLOWE�BY(I�FIAjL • • • • • • • 1.33 JOB # 13065 BE PER ANNEX A30F TPI 1 -2002 SEC.3. ASEAL ON THIS DRAwavG IND�ATE8 ACCEPTANC F • • • •• • DUR.FAC. PROFESSIONAL ENGINEERING _ DNSBILnV SOLELY FOR THE TRUSS COMPONENT D SUITABLLITYAM USEOFTHIN COF�ONEN7 FOR ANY BUILDINGIS TFtE RESPONSIBA.ITYO BU IaG ' "' ' ' SPACING 24.0 SPEC DE$IiNER' PER ANSVM 1 SEC.2. TYPE 3065 U BUILD IT - WPB / RAY CARABATTO / B2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :hord 2x4 SP #2 N 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC :lord 2x4 SP #2 N DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +/- )=0.18 ebs 2x4 SP #3 edge 2x4 SP #3::Rt Wedge 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. ivei Return 2x4 SP #3::Rt Level Return 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC @ 24" OC. m chord checked for 10.00 psf non-concurrent live Toad. Deflection meets 1-1360 live and 1-1240 total load. 2.3 6'11"11 3'1 "13 ---j-�-- 3'1 "13 .6 —++ 3 T 3X4 2X4 3X4 I } 3X4 3X4 v iv 2X8(B1) 3X8 3X8 3X4 °• a. 3X4 2X8(81) 2X4 5X6 2X4 20'3" �. Rv = 8#� 1199# U E8W =8" RV =1198# U =888# W�8 "� �• •: • : : %: %MORRIS A. SHASHOUA. P' ••� ••: • •i ••� s i ••* 1908 NW 112 AVENth CORAL SPRINGS, FL 33( ;C. = B2 (954) 753 -1988 SEQ = 32479 TYP: WAVE FBCRVW2(STD)Cq/RT= 1.00(1z5yi0(0) QT)l =1 TOTAL =1 ••• so FL REG. NOS. 19554 x. � REV. 7.38.0810.03 SCALE = 0.2500 BRacING REFI Res REQU l Bu o COMF IN ON IN HANMft nisu ° s PI u, TE• • • • • TC LL 30.Opsf REF INSTIME, 218 300 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA.22314) AND M?CA(WOO C OF AMERICA, 8 ENTE WI RPRISE LN, MADISON, 83710 FOR SAFETY PRACM PRIOR O • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 1'OP CHORD SHALL HAVE ATTA ED STRUE'R1RAL • • • PNELS CHORDSHALLHAVEAPROPERLYATTACHEDRxiIDC O. IMpOfEUlin c M OPYOF THIS DESIGN TO INSTALLATION CONTRACTOR. AWINE ENGINEERED BC DL 10.Opsf DRW G PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISPESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BC LL O.Opsf BA BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF I= (NATH MNDENGN SPED, • • • • • • • BYAF&PA AND TPL ALPINE' CONNECTOR PLATES ARE MADE OF 20/18/18QA H�iSM ASTM"W GRADE • • • • • • 40 CM) 465 -M73 I= (772) 465 ��0 ((WW SS) GALV. STEEL. APPLYPLATES TO EACH FACE OF TROSS AN�, U U NLESS O THEOWISELOCATEM . a** • • • TOT.LD. 55.Opsf O/A LEN. 200300 ON THIS�DESIGN, POSITION PER DRAWINGS 160AZ ANY INSPECTION OF PLATES FOLLOWEMY(I) YHAW • • • • • • BE PER ANNEX As OFTPI1. 2002 SEC. 3. ASEALON THIS DRAWING INDICATES ACCEPTANCE &F •• •• • • • •• •• DUR.FAC. 1.33 JOB #.- 13065 PROFESSIONAL ENGINEERING RESPONSIBRITY SOLELY FOR THE TRUSS COMPONENT DE*IJH THFi • ••• • • SPACING 24.0 TypE HIPS SURASI.ITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING " DESIGNER. PER ANSVM 1 SEC. 2. W65) U BUILD IT -WPB /RAY CARABATTO / B6 THIS DWG: PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT and 2x4 SP #2 N ! 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC and 2x4 SP #2 N bS 2x4 SP #3 DL=4.0 psf, wind BC DL--3.0 psf. Iw =1.00 GCpi( +/- )=0,18 dge 2x4 SP #3::Rt Level Retum 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. 1 chord checked for 10.00 psf non- concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. r Deflection meets 1-1360 live and 1-1240 total load. 12 © 3 _I 12 12'11"10 8'6 "12 L 2.14 G — L J I— 8'4 "5 � 4'7"5 3 476 --I 4XCfR) 3X4 3X4 3X8 3X4 iv 3X6(Al) 3X6(81) N 4• 2X4 H0310 4X8 22 2XX y �� ' 20'3;" _I �-- 7'0 "15 �— 21'6 "6 Rv U :545# W =8" RV =1181# U=865# W & •• •� ••� ; �•� MORRIS A. SHASHOUA, P.E • • • • • • • • 1908 NW 112 AVENUE '• •'• •' • ' ' CMAL SPRINGS, FL 33071 (954) 753 -1988 SEQ = 32392 C.= B6 FL REG. NOS. 19554 & EB52 TYP: WAVE FBC(rPl=(STD) CgtRT QTY- 1 TOTAL= 1• • • • *00 • WEV. 7.38.0810.03 SCALE = 0.2500 REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. IN G BRACING. REFER TO 1:81 (BUILDING COMPONENT SAFETY INFORMATION , rueLlsHE•eo a PTCfU� G PI - AME i'rE • • . • • . • TC LL 30.Opsf REF INSTITUTE, 218 WENTE R PRISIE N,MADISON, WI 12,ALOCANORL FOR SAFETYP A PRIO R 7! a • ••• •• ••• TC DL 15.Opsf DATE 01 -14 -2008 TH ESE FUNCTIRICA 8 ON S UNLESS OTHERWISE HE RWISE QJDICA MADITED, T OP CHORD SHALL FOR SAFETY ALL HAV R'T� n THON. HETED, TALL HAVE 6pROPERLYATTA STRUG P AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CFE� "9MPORawl COPYOF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS QESIGN; ANY FAILURE TO BC LL O:OpSf BA BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING; HANDLING, SH9'PING, INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF (NATIOR/REESILQN SPE� • • • • • • • BYAFBPA AND TPL ALPINE CONNECTOR PLATES ARE MADE OF =18118GAtyy H AMU RM GICIDE • • • • • 40M IS . I�lm ss) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANr7 i1NS ESS 0THEr.�vlsE LO • CATED• • • • • • • TOT.LD. 55.0pSf O/A LEN. 200300 ON THCDE8xiN, POSITION PER DRAWINGS 16DA -L ANY INSPECTION OF PLATES FOLLOWED e1'(ps1 • • • DUR.FAC. 1.33 JOB #: 13065 BE PER ANNDCAs OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE • • • • • • • • • • • • • PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESSIOSiOWN. THE • • so* • • SU ITABLITY AND USE OF THIS COMPONENT FOR MY BUILDING IS THE RESPONSPLITY OF THE BUILDING SPACING 24.0 SPEC DESW4M PER ANSVrPI 1 SEC. 2. TYPE 13065) U BUILD IT - WPB / RAY CARABATTO t B1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT chord 2x4 SP #2 Dense :T2 2x4 SP #2 N: 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =4.0 psf, ^bond 2x8 SP 2400f 1.7E wind BC DL psf. Iw =1.00 GCpi( +/ -)x.18 Vebs 2x4 SP #3 evel Return 2x4 SP #3: Wind reactions based on MWFRS pressures. yip supports 7-0-0 jacks with no webs. In lieu of rigid ceiling use purlins to brace BC Q 24" OC. M action meets 0360 live and L1240 total load. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-40 overhang. End jacks have 7 -0-0 setback with 0 -M cant and 1-4-0 overhang. Right side jacks have 7 -0-0 setback with 0-0-0 cant and 0 -" overhang. ' I --- V2 "9 ---- — 2 "7 - — 3'1 "$ -- 3 --►}�- 277 - -I► 4 - 2 "9 —►I 3 T 8X10 2X,4 T2 8X10 T 3X4 aI14 4X10(A1) in .— N i 4�Q(A1) `► N 2X4 4X4 H0710 4X4 2X4 �- r 20'3" 671# 676 Rv =2262# U =1234# W =8" Rv =2184# U =1180# W=8" SC.= B1 SEQ = 32488 I'. TYP: WAVE FBCMn2002(STD) cq/RT =1.00(1.25YIO(o) QT•Y =1 a0TAL =•1 • • • • • • • REV. 7.38.0810.03 SCALE = 0.2500 REQUIRE E)crR CARE IN FABRICATING, HANDLING. SHIPPING, ENTERPR BRACING. REFER TO BUILDING COMPONENT SAFETY INFORMATION) Furs.ISH �LA • OF MADISON, • • • • • TC LL 30.Opsf REF IN AMERIC etaNORTHLEE A, 63 ISE SUITE LN, VVIS319 SAFETY ' CA P (yypp NCIL . • • • • • TCDL 15.Opsf DATE 01 -14 -2008 AMERIC ISE WI TED, )FAFETALL HAVE RI>5RR t�tMMG THESE FUNCTIONS. UNLESS OTHERWISE IND�ATED, 7`OP CHORD SHALL HAND PROPETI.V ATT HED STREQrSRAL • • • n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEI NIG. "IMPOFFSt4�1 coPYOF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENG INEERED BC DL 10.Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC LL O.OpSf BA BUILD THE TRUSS IN CONFORMANCE WfTH TPI; OR FABRICATING, HANDLING, G, INSTALLING & 5RACINO OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS NDS (NA'pD61AL D961GN SM, • • • • • • • t Y--A AND TPL AIPINE CONNECTR PLATES ARE MADE OF a/t(E • 1. (71z)4ssso73 Fe�e(77S)465.7429 IW,IGALV.ST APP. YLATESTOEACHFAC EOFUSS 55.Opsf O /ALEN. 200300 HHIS DE8TPOS PER DRA WGS '-- ANY INSPECTION O ER ANNIXA30F TP t -2002 SEC. 3. ASEAL ON TH DDIRAwING WDICA DUR.FAC. 1 . 33 JOB #13065 DES E SSIO N AL ENGINEERPIG RESPONSIBILIIYSo YFOR THE TRUSS COMPONENT OF�IMySHQWN. • • • • • • SPACING 24.0" IGNER, PFR ANSYTPI SEC, 2. MPONENT FOR ANY BUILDING Is THE RIESPOt81611,11YOF THE BURDWG TYPE HIPS 3065 U BUILD IT - WPB / RAY CARABATTO / B7 y THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT turd 2x4 SP #2 N 146 mph wind, 15.00 It mean hgt, ASCE 7 -02,. CLOSED bidg, not located within 4.50 It from roof edge, CAT II, EXP C, wind TC and 2x4 SP #2 N DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( + / -) --0.18 3bs 2x4 SP #3 Tel Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Member design & wind reactions based on MW FRS and CSC. n chord checked for 10.00 psf non - Concurrent INS load. in lieu of rigid ceiling use pur(ins to brace BC @ 24" OC. r Deflection meets U360 live and L/240 total load. 2.14 10 "6 12"15 —� �+— 6'3"1 — I-" 4'7"5 — -+— 3'11 "6 — 39 "9 --� 4X6(R) 3X4 1 3X4 cn N 3X6(61) X3X4 �34 ) a 2X4 6X6 2X4 18'7"5 _I �o Rv= 1138#' U=85 W =11 "4 Rv =1104# U =821# W 8 "�� •• ••• • • • • • •• ••. : o : : ;MORRIS A. SHASHOUA, P.E • •• • • • • : NW 112 AVENUE ••• ••• • 00 �•� : 0 •GORAL SPRINGS, FL33071 (954) 753 -1988 iC. = B7 FL REG. NOS. 19554 & EB5251 SEQ = 32379 TYP: WAVE F8C1TPI2002(STD) Cg1RT=1.00(125y10( 0) QTY= 1 'LOTAL= 1 • • • *so • REV. 7.38.0810.03 SCALE = 0.2500 "W ARMWINtS REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING. IN G • • • 0 TC LL .30.0 $f BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION PU v U 1r" • • • • • • P REF INSTITUTE, 218 NORTH LEE STR., SUITE 312 , ALEXANDRIA, VA. 22314)ANDwCA(W O i'C • • • • • • • TC DL 15.OPSf DATE 01 -14 2008 OF AMERICA, MW ENTERPRISE W, MADISON, w163719 FOR SAFETY PRACTICES G THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, FOR CHORD SHALL HAVE PRO YATT STRUt:UJ*AL • • • n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED!RIGID CEILING. "IMP0FW# t COPYOFTHISDESIGNTOINSTALLATIONCONTRACTOR. ALPINE ENGINEERED BC DL 1O.OPsf DRWG B= THE �TRUUSS IN CO NFO RMA NCE WITH TTFt OR FABRICATING, DEVI i NDLING THIS DESIG FAILU TO BC LL 0.0psf BA n� BRAC � TRUSSES. ALP INE C ON NEC TOR PL TE SL APPLICABLE PROVISION OF NDS (NATIet•1MDE81GN SPED • • wee • • TOT.LD. 55.OPSf O/A LEN. 180705 Tn'AF&PA AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20118n A SEA N ( }$tSSiK) ASTMg853 (i2ADE • • • • • • 4r SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS UNLESS OTHERW13E&OCATEi • so* • • • ) � �. (rm 46s Taxv BE ANNEX AS OPOSITION 2�are DRA A SEAL ON THIS DRawwa lNDicAr nCCEPTA IY s • o o : : : • • : DUR.FAC. 1.33 JOB#: 13065 PROI'ESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DEW NOHQWVN. TI ft • • • • • • SUITABILITY r P�A�' AIF THIS OM PON � FOR MY BUILDING IS THE RESM N41BMJTYOF THE BUILDING SPACING 24.0" TYPE SPEC b:(13065) U BUILD IT - WPB / RAY CARABATTO 1 B8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT I'op chord 2x4 SP #2 N SPECIAL LOADS Sot chord 2x4 SP #2 N — (LUMBER DUR.FAC. =133 / PLATE DUR.FAC =1.33) Webs 2x4 SP #3 TC - From 90 PLF at -1.87 to 90 PLF at 9.72 Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: TC - From 91 PLF at 9.72 to 91 PLF at 17.97 BC - From 20 PLF at no to 20 PLF at 16.64 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC PLB- From 4 PLF at -1.77 to 4 PLF at -0.08 DL=4.0 psf, wind BC DL=3.0 psf. Iw =1.00 GCpi( +/- -)=0.18 PLB- From 4 PLF at 16.72 to 4 PLF at 17.85 TC - 83 LB Conc. Load at 0.85 Mind reactions based on MWFRS pressures. S } TC - 90 LB Conc. Load at.3.70 ddd BC - 83 LB Cori. Load at 0.85 n lieu of rigid calling use purlins to brace BC ® 24" OC. BC - 46 LB Conc. Load at 3.70 Deflection meets 0360 live and LI240 total load. y Bottom chord checked for 10.00 psf non-concurrent live load. a 1 83# 2'10 "3 -� i 12'11 "4 f 9'8 "10 , 6'�1 "1 �--- 5'1 �—�-► — 4'T'5 3'11 "6 — — 2'11 "12 —� 2.14 ® 4X6{R) T 3X4 3X4 " F 3X6(B1) 3X4 3X1) N 3X4 4(A 2X4 6X6 2X4 16'7"11 - 1'10"7 - 1 1'4" +� i 4 83# � Rv =1294# U =751# W =11 "4 Rv =1031# U =575# W =8" r; so "' • ' ' ' • "MORRIS A. SHASHOUA, P.E. • • • • • • • • • 1908 NW 112 AVENUE as •: i i • •CORAL SPRINGS, FL 33071 • • • • • • • • • • • • (954) 753 -1.988 DESC. = B8 FL REG. NOS 19554 & EB5251 SEQ = 32365 PLT. TYP: WAVE FWrrP120D2(STD) Cg1RT= 1.00125y1D(D) IQTY=e 1 TOTAL = 10 • a so* • REV. 7.38.0810.03 SCALE = 0.3750 REwRE EXTREME CARE N FABRICATING, HANDLING, 3HIPPRp, AND BRACNG. REFER TO nCSI (I3ULLDNO COMPONENT SAFETY INFORMATION , PUSU TP TC LL 30.OpSf REF NSTRUTE, 218 NORTH NFE M., SURE 312, ALEXANDRIA, VA. 22314) AND D • • : TC DL 15.OpSf DATE 01 -14 -2008 OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 63719JJ FOR ETy PRACTICE R - ORM�Q THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S1iALLfliAVE PERL TTACHE175TRt1CTURAL • G n ,P�((JJyyEELL3 BO OM CHORD SHALL HAVE A PROPERLYATTACHED RIG�q CEI NG. "ryMPO�COPYOF THIS DE3XiN TO NSTALIATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FALURE TO �y,�� BULD THE TRUSS N CONFORMANCE WITH TPI; OR FABRICATNG, HfjNDLNG, SHN ALLNO & BC LL O.OpSf BA T�"' BRACNO OF TRUSSES. DESIGN CONFORMS WRH APPLICABLE PROVI3IOMIS OF }IONRL DESIG�7 Sr9"C, • • • • • • At BYAFSPA))ANDTPL ALPINE CONNECTOR RATES ARE MADE OF 2N ,8/,BGA((WW �853GR�E• • • • 4018�9(W,KM SS)GALV. STEEL. APPLY RATES TO EACH FACE OF TRUSS AND.UN THFJfWISE Lt1CA'RD• • • • TOT.LD. 55.Opsf O/A LEN. 160711 M� CM) 463-7873 RIC C 4W -74Z9 ON THIS OESroN, POSITION PER DRAW WOS 180ML ANY NSPECTION OF f%.ATES FOLL78WED6Y(�SF.ILL • • • • • • 1 . 33 JOB #: 13065 BE PER ANNEXA30F TR 1- 2W2SEC.3. ASEAL ON THIS DRAWNGINDICATES ACCEP7RNCEM •• -• • • •• •• DUR.FAC. SUUIT USE OF�ri�ils FOR MY SURDNG I�TiE O SUp�DNG •" ' • SPACING 24.0" MONO DESIGNM, PER ANSIn'PI 1 SEC. 2. TYPE b:(13065) U BUILD IT - WPB / RAY CARABATTO / B9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Pop chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: SPECIAL LOADS Sot chord 2x6 SP 2400f --1.7E - (LUMBER DUR.FAC =1.33 / PLATE DUR.FAC =1.33) Webs 2x4 SP #3 TC - From 90 PLF at 0.00 to 90 PLF at 7.02 Rt Level Return 2x4 SP #3: TC - From 90 PLF at 7.02 to 90 PLF at 9.67 TC - From 91 PLF at 9.67 to 91 PLF at 16.01 146 mph wind, 15.00 It man hgt, ASCE 7 - 02, CLOSED bldg, not located within 4.50 It from roof edge; CAT II, EXP C, wind TC BC - From 20 PLF at 0.00 to 20 PLF at 14.67 0L=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCp)( +/ -)x.18 PLB- From 4 PLF at 14.75 to 4 PLF at 15.88 Nind reactions based on MINERS pressures. TC- 49 LB Conc. Load at 2.55 TC - 145 LB Conc. Load at 5.40 TC- 312 LB Cone. Load at 7.02 n lieu of rigid ceiling use purliru to brace BC @ 24' OC. TC - 200 LB Cone. Load at 7.61 3ottom chord checked for 10.00 psf non-concurrent live load. TC - Cori. Load at BC - 2 2 9 LB B Cone. Load at 2.55 .55 BC - 70 LB Conc. Load at 5.40 Wection meets Lt360 live and L1240 total load. BC - 123 LB Cone. Load at 7.02 BC- 92 LB Conc. Load at 7.61 BC- 190 LB Conc. Load at 9.67 49# 312# 523# �--- 2'6 "10 • #• 2'10 "3 -- 45 # 1'7"5 2'0 "12 -- �� TO "3 }�, 27 "14 5' 12 12 2.14 3 7X8 6X12 T T T1 T r' 3X12(A1) 4X8(A1) T H 3X4 s i 3X4 2X4 14'8 "1 1 , 4 " 4 4 29# 70# 123# 92# 190# Rv =1618# U =877# W =9 "12 Rv =1814# U =994# W=8" '• .; .•; ; ; ;�; •MORRIS A. SHASHOUA, P.E • • • • • • • • •1908 NW 112 AVENUE •• ••• •• • • "'ORAL SPRINGS. FL. 330: i (954) 753 - 1988 DESC. = B9 FL REG. NOS i9554 & E85251 SEQ = 32355 PLT. TYP: WAVE FBQQPi2M2(STD) CyRT=I.�125u1o(0) TY� TOTAL= 'h • • as* • REV.. 7.38.0810.03 SCALE = 0.3750 REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPIY3. WTAU.INM AND • • • • • TC LL 30.O p REF BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PMl18LI�1ED ATP PI41E • • • • • p INSTITUTE, 218 NORTH LEE STR, SURE 312 ALEXANDRIA. VA 22314) AND WTCA>iwODD'�2U NCI. • • • • • • • OFAMERICA, 6300ENTERPRLSE LN. MADISON, WI5371S1 FORSAFETYPRACT�ESRr oRM�G. r TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED CHORD 5HALL HAVE OPERL TTACHED S G n P AND BOTTOM CHORD SHALL HAVE A PROPERLYAT ED TACH RM CEILM. "IMPORUTA�11 COPY OF THIS DESroN TO INSTALLATION CONTRACTOR. At LmNE ENGILeEReo BC DL 10.Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPt OR FABRICATING, N- u#OLUNG, sHIMy sr & BC LL O.OpSf BA 7 W' BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS DFSK� SffC, • 006 • • Att a aYAFBPl!�� TPL ALPINE CONNECTOR PLATES ARE MADE OF zon 9r15Gp (W Ivssncj s TM GRAbE • • • • • ) � r� 445'7429 440M (W KI1 SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TFU' AND, UNLE TH M1ISE LCILATft* • • • • TOT.LD. 55.0PSf O/A LEN. 140801 Ihmm ON TTHHl1S3 DESIGN, POSITION PER DRAWINGS 1eDA -Z. ANY INSPECTION OF PLATES FOLLe Y(RSHftL • • • • • • BE PER ANNEX A3 OF TPI I -2002 SM.3. ASEAL ON THIS DRAWING INDICATES ACCEPIWICE •• • • • •• •• DUR.FAC. 1.33 JOB A 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS O NZ"D@BNGR SHOWA THE• ••• • • SU ITABILITY AM USE OF THIS COMPONENT FOR ANY BUILDING L4 THE RESPONSIBILITY OF THE BUILDING 0" DESIGNER, PER ANSVM 1 SEC. 2. SPACING 24.0" MONO i b:(13066) U BUILD IT - WPB / RAY CARABATTO / EJ71 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT - op chord 2x4 SP #2 N Negative reaction(s) of -182# MAX. (See below) from a non -wind load case requires uplift connection. lot chord 2x4 SP #2 N Webs 2x4 SP #3 146 mph wind, 15.00 it mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Lt Level Return 2x4 SP #3: DL=4.0 psf, Wind BC DL =3.0 psi. iw =1.00 GCpi( +/ -)=0.18 , n lieu of rigid ceiling use puriin s to brace BC @ 24" OC. Member design & wind reactions based on MWFRS and C&C. )etiection meets U360 live and U240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. 4'1 "11 375 Rv =143# U=220 NAILED 3, 4 o (V CV x 3X4 2X m 7'1 "10 T10" r Rv =51 U # W=4" T11" Rv -448# U =0# W =1' "11 Rv=-182# U =248# NAILED �` �•• • • • • • •• MORRIS A.SHASHOUA i i ` •0 i i i i i 1908 NW 112 AVENL �• `: : : : : :`: `. CORAL SPRINGS, FL 33 • • • • • • • • • • • • (954) 753 -19& FL REG. NOS. 19559 DESC. = EJ71 SEQ = 32549 PLT. TYP: WAVE FBVTPOU(STD) CART= 1.00(1z6y10( 0) 4QTYa 1 TOTAL =1 • • • • • • REV. 7.38.0810.03 SCALE = 0.7500 REQUIRE EXTREEW CARE IN FABRICATING, HANDLING, SHiPP ST AND • • • TC LL 30.0 p sf REF BRACING. REFER TO BCSI (BUU.DING COMPONENT SAFETY INFORMATION , FU TP �� • • • • • OJSTITUTE, 218 NORTH LEE sTR., SUfTE 312, ALDUWDRIA, VA zz314 }AND OpD c cIICC • • • • • TC DL 15.Opsf DATE 01 -14 -2008 OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI83719)) FOR SAFETY PRACTICE �TOR QQ ppqq�r��..11gg �� TURAL THESE FUNCTx)NS. UNLESS OTHERWISE OJDICATE'6, T'OP CHORD SHALL HAVE PI�OPERLYATTACHE�STRUC Gam'' n ANEL� TTOM CHORD SHALL HAVE A PROPERLYATiACHED RIGID CEILRJO. "'IM 7 COPY OF THIS DESKiN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 1 O.Opsf DRW G PRODUCTS, INC„ SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO suaD THE TRUSS IN CONFORMANCE WITH TPI:OR FABR�AT WG, H/iNDLAIG. SHIPPWG, WSTALLWG 8 BC LL O.Opsf BA BRacwG OF TRUSSES. DESIGN CONFORMS WITH APPL�ABLE PROVISIONS OF NnL DESIGN saE E• C.• 0:0 • • r .LD TOT. 55.Opsf O/A LEN. 71100 Atti°' aYAF TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20d18118GA (LN, TMR863 GR� • • • Phwa. (7T2) 4657873 Fm (773) 46574D ON�THISDESXiN POSITION PER DRAWINGS IMA,7- ANY WSPE�C PATES FOLID E� S • • • • • BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES AccEPtaNCEOM • • • • • • • • • DUR.FAC. 1.33 JOB #: 13065 PROFESSIONAL ENGINEERING RESPONSBUTYSOLELY FOR THE TRUSS COMPONEMUMSIQN SHOWN. THE ••• • • SU IT ABOITYAPIDUSEOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONS BO.ITYOF THE BUDDING SPACING 24.Q" TYPE EJACK DESIGNER PERANSVTPII SEC. 2- - . )b:(13065) U BUILD IT - WPB / RAY CARABATTO / EJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 ens a Bat CtO 2x4 SP #1 Dens 146 mph wind, 15.00 ft mean hgt ASCE 7 -02, CLOSED bldg, not located within 4.50 it from roof edge, CAT II, EXP C, wind TC Webs s 2x4 SP #3 e '� DL=4.0 psf, wind BC DL =3.0 psf. 1w GCpi( +/- )=0.18 :Lt Level Return 2x4 SP #3: Member design & wind reactions based on MW FRS and C&C. Bottom chord checked for 10.00 psf non- concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets 0360 live and U240 total load. �= 2'10 "2 + — 5'0 "14 Rv =206# U =281 NAILED 3 N 3X4 s o o CV CV m 3X4 2X Li 2X4 3X4 �- 3'10 "15 1'1 "15 �R1 - - 4 - U 76# W =8" r11" Rv =220# U=14a NAILED • • • • • • • • • MORRIS A. SHASHOUA, P.E • •• • • • • •.• • 1908 NW 112 AVENUE ••� ••: ••: �•• s i g * CORAL SPRINGS, FL 3307 (954) 753.1988 DESC. = EJ7 FL REG. NOS. 19554 &. £6521 SEQ = 32557 PLT. TYP: WAVE FBUTPliOU(STD) CyRT=I.00(1.25y10( 0) SHIP I� •QTY 7 TOTAL= igo. see • REV. 7.38.0810.03 SCALE = 0.7500 BRACING. REFER'10 BBCSI(BU�LLDN COMPONENT ETYINF ndN PUBL D • • • TO LL 30.OpSf REF INSTITUTE, 213 NORTH LEE STR., SUPI'E 312, ALEXANDRUt, YA 22314) AND WTCC��(( QQpp0 U C NC • • • . • • • • OFAMSWA,330o ENTERPRISEW, MAD60N, W1S3719Y FORSAFETYPRACTICES@RIOR Q oRr tlNG_ � • TC DL 15Apsf DATE 01- 142008 THESE FUNCTN/NS. UNLESS OTHERWISE PIDICATED.7TOP CHORD SHALL'HAVE PPRHOOPERLPAIACHHEQ...... Gam' n P AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "�IM�RTI ICOPYOFTHISDESIGNTOmsTALLATONCONTRACTOR, ALPNEENGwEEReD BC DL 10.Opsf DRWG 1r " PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BC LL O.OpSf BA g tLa BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND@("I`ION/AL DESIGN SIEC go* • • BYAF$PA)AND TP4 ALPINE CONNECTOR PLATES ARE MADE OF 20h18f1 3cpa�TnGRwE• • • . • TOT.LD. 55.0pSf 0IA LEN. 71100 4W3.O(W, 33)GALV. STEEL. APPLY PLATES TO EACH FACE OF TR'JS3 THERWISE U�CA'tp• • • • Mom tTn) �m73 FatC (77E) 46S74Z9 ON THHIS DESIGN, POSrnON PER ORAWNGS 180A -L ANY INSPECTION OF PLA'rE3 FOLIOWE[IBY� SF•LLL• • • • • • BE PER ANNEX AS OF TPI I- 20028EC. &ASEAL ON THi8 DRAwNG N91CATES ACCEPM1NCEfN� •• • • • •• •• DUR.FAC. 0 JOB #: 13065 PROFESSIONAL ENGWEERIIO RESPONS ®ILn'Y SOLELY FOR THE TRUSS COMPON9110ESIK :•13HOWY. THF• ••• • • SPACING 24.0 EJACK SUITABIUTYANO USE OF THIS COMPONENT FOR ANY BUI.DNG IS THE RE §PONSIBLLITYOF THE BUO;DING " DESKGNER, PER ANSVIPI 1 sEC.2. TYPE b:(1 3065 U BUILD IT - WPB / RAY CARABATTO 1 EJ72 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT op chord 2x4 SP #2 Dense 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP C, wind TC lot chord 2x4 SP #2 N DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +1- )=0.18 Lt Level Retum 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. n lieu of rigid ceiling use purlins to brace BC @ 24" OC. )aflectlon meets Ll360 live and L(240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. Rv =285# U =378# NAILED 3 12 tom' N ¢a' CV m 3X4 2X �.� T _I �Rv=475# 7 " U 54# W =8" Rv =131# U =16# NAILED •• ••• • • • • • •• MORRIS A. SHASHOUA, P.E. i �00 i i i i i 1908 NW 112 AVENUE • • • • • • • • • • CORAL SPRINGS, FL 33071 •• ••• •• • • • • . • • • • .(954) 753 -1988 • • •• FL REG. NOS. 19554 & EB525 DESC. = EJ72 SEQ = 32493 PLT. TYP: WAVE FBC1TP1ZQ2(STD) Cq/RT= 1.00(1.25y10( 0) QQTY*4 TO A = 4 • • • • • • REV. 7.38.0810.03 SCALE = 0.7500 REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPM, MISTALUNS AND • • • PWW • TC LL 30 .0pSf REF BRACING. REFER TO BCSI tBU0.DING COMPONENT SAFETY INFORMATION PUBLIYHED �f Tq►(TI�33 • • • • INSTIME, 218 NORTH STR., SUITE 372; ALEXANDRW, YA 22374) AND CA1(WfiK7D�tU COUNCIL • • • • • • • OF AMER�A 83W ENTERPRISE LN, MADISON, WI83719) FOR SAFETY PRACTICES QRIOR TQPERFORMCNp� • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLE330THERWISE IJDK:ATED, TOP CHORD SHALLHAVEPROPERLYATiACINED UCTUTAL G 72 P _ A � ND BoTr OM CHORD 3HAI.L HAVEAPROPERLYATTACHED RIGID CEI.ONG. `�IMPOPFAw1�I coav of THLS DESxaN ro wsrAw.noN coNtwACroR: ALawwe eNawEERED BC DL 1 d.Q{JSf DRW G PRODUCTS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH13 DESIGN; ANY FAILURE TO El y,,q BUdD THE iRU33 CONFORMANCE WITH TPI; OR FABRK:ATIIG, HANDLING. SHIN T c a BC LL 0.0pSf BA la,Kw' BRACING OF TRUSSES. DESIGN CONFORMS WRH APPLICABLE PROVISIONS OF NDS( DES�N SIIEC � • • • • • t • • • • J NN O BI BYAFBPA }}AN1DTPL ALPINE CO ECT RPLATESAREMADEOF201i 181eA(W, AS GRAD 4��(ryy((,KJF1, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AtND, 1�:A E • �• • • • TOT.LD. r J r J .OpSf O/A LEN. 7 �Fnnet (772) 46.57073 F=(M)465-74" ON 7HL9 DESIGN, POSITION PER DRAWINGS 1600•L ANY INSPECTION OF, a M g ,I,• • • • • • BE PER ANNEX As OF TPI 1 -2002 SM.3. A SEAL ON THIS DRAWING INDICATESACCEPTANCEe' •• • • • •• •• DUR.FAC. 1.33 JOB*. 13065 PROFESSIONAL ENGINEERING RESPONSIBIUN SOLELY FOR THE TRUSS COMPON SKIIN SHOWM. THW ••• • • SUMABIUIYAND USE OF THIS COMPONENT FOR MY BUILDING IS THE RESPONSIRLITY OF THE BUILDING SPACING 24.0" TYPE EJACK DESK04ER, PER ANSITPI 1 SEC. 2. b: 13065 U BUILD IT - WPB / RAY CARABATTO J EJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT - rop chord 2x4 SP #2 Dense 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC lot chord 2x4 SP #2 N DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +/- )=0,18 Lt Level Return 2x4 SP #3: n lieu of rigid ceiling use purlieu to brace BC @ 24" OC. Member design & wind reactions based on MW FRS and C&C. Bottom chord checked for 10.00 psf non- concurrent live load. deflection meets 0360 live and 0240 total load. Rv =200# U =307# NAILED 3 0 o T .— T z tO 3X4 5' _I 1'4" Rv =369# U=404# W =8" Rv =92# U =15# NAILED s ee • • ' ' ' • • • MORRIS A. SHASHOUA, • •• • • • • ••• • 1908 NW 112 AVENUE ••• ••� • •i ••• i i CORAL SPRINGS, FL 3307• (954) 753 -1988 FL REG. NOS. 19554 & EB525 . SEQ = 32262 PLT. T = EJ5 . . .. • PLT. l'YP: WAVE FBCirPlz�z(srD) cgiRr =1.00(125y1� 0) TO AL= Q . • REV. 7.38.0810.03 SCALE = 1.0000 ARI0015s REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPOG, OIST6LLW AND • • • • • TC LL 30.Opsf REF BRACING. REFER TO SCSI ( BUILDNG COMPONENT,SAFETY INFORMATION). PUBLAIKED W" ("07 PATE • • • • • -. NSTIME, 218 NORTH LEE M., SUITE 312, ALEXANDRIA, V0. 22314) AND WTC6(W6ODi'R COUNCIL •_ • • • • • OF AMERICA 8300 ENTERPRISE W. MADISON, WI 53719 FOR SAFETY PRACTICES&RIOR TppPERFO . • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHEUCTLIRiAL "EL3 AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGS CEAINO. BC DL 10.0psf DRWG IMrOiStl�161PI OF THIS DESIGN TO INSTALLATroN CONTRACTOR. ALPINE ENGINBBRm DUCT8, I1C., SHAD. NOT BE RESPONSIBLE FOR ANY DEIMTN)N FROM THIS DESIGN; ANY FAILURE TO PRO BC LL O.Opsf BA BUILD THE TRUSSIN CONFORMANCE wrrH TPI; OR FABRICATING, HANDLING, sHIPP G . ... . . BRacNG OF TRUSSES DESIGN CONFORMS WI M APPLICABLE PROVISIONS OF N °E3 • • • • TOT.LD. 55.0 Sf Attia''� BYAFBPA)APIDTPL ALPINE CONNECTOR PLATES ARE MADE OF20118J1 W as G r • • • aaBO (w,KfH'�) GALV. STEEL AF�LY PlATE3 TO EACH FACE OF TRUSS nNr� o WIED p O/A LEN. 5 PMT lTn) 463 -7073 �: (T;� 46S•749 ON DESIGN, POSITION PER DRAWINGS 180AZ. ANY WSPECT�M OF PLATES FO BY BE PER ANNDCA30F TPI 1 -2002 SEC. S A SEAL ON THIS DRAWIIO WDI RTES ACC c tt • • 0 0 : • • • i DURYAC. 1.33 JOB # 13065 PROFESSIONAL ENGINEERING RESPONSIBLLITY SOLELY FOR THE TR4J33 CO OESION SHO�MV. THE • • • • • su RABIITYANDUSEOFTHISCOMPONENTFORANYBUILDING ISTHERESPONSIBIRYOFTHEBUILDING SPACING 24.0" TYPE EJACK DESIGNER, PER ANSIti'PI 1 SEC. 2. ):( 13065) U BUILD IT - WPB / RAY CARABATTO / EJ11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT op chord 2x4 SP #2 N 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL- psi, of chord 2x4 SP #2 N wind BC DL psf. Iw =1.00 GCpi( +/- )=0,18 x Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C &C. t lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom curd checked for 10.00 psf non-concurrent live load. elleclion meets 0360 live and 0240 total load. Rv =145# U =238# NAILED 3 � ---"'' in sd' r n T T to 3X4 3 , 9 " _I —1'4" Rv =305# U =363# W =8" Rv =70# U =15# NAILED •• ••• • • • • • •• ••: : : : : : MORRIS A. SHASHOUA, P.E. • •• • • • • •.• • 1908 NW 112AVENUE •• ••• •• • • • •• CORAL SPRINGS, FL 33071 (954) 753 -1988 l i )ESC. = EJ11 FL REG. NOS. 19554 & EB525 SEQ = 32318 'LT. TYP: WAVE FBCMV002(STD) CgmT-- l:00(t25y10(0) TYy1 TOTAL= 1D • • + • • • R V. 7.38.0810.03 SCALE = 1.0000 "WARNWIEs REQUIRE EXTREME CARE N FABRICATPIG. HANDLING, Swpw, 8�T AND BR ACING. REFER TO eeS (SUILDWG COMPONENT SAFETY NFORMA . PU By�t � • • • • TC LL 3O.OpSf REF OF AMERIOA, 8300 ENTERPRISE W, MADISON 7�9 FOR PRACTIC R TO CORMC�q • • • • • • • n TTpHHpNNEBEEE�FAAUNNNppCTBIIppON�S. UNLESS OTHERWISE INDICATED, OPCHORDSHALLHA E �PERL �TFRICTUI�AL • TC DL 15.Opsf DATE 01 -14 -2008 Ci "'1MPO PT�.I.F�T DFSI NT INSTALLLATONCCONTRACTOR .'ALPNEENGINEERED BC DL IO.Opsf DRWG PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS N PIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING SHIPPIN IN ST ALLING,& BC LL O.OPSf BA BRACNG OF TRUSSES. DEmN CONFORMS WITH APPLICABLE PROVISIONS OF R6S l 14A1. DESM SPEC, • 000 • • BYAF&PA)ANDTPL ArAiNECONNECTORPLATESAREMADEOF2W1 &tBGA(W,H73SlKJGASTM�B83GRIOE• • • • • TOT.LD. 55.Op O/A LEN.. 30907 M � F— 11 ry(yy�t,WH SS) OALY. STEEL. APPLY rILATES TO EACH FACE OF TRUSS AND, UNLESSbTHEIlwISE LOCHTt! • • • • fM 48S-T.�9 ON ISDESKdN, POSITIONPERDRAWNG5180ALANYWSPECTIONOFPLATESFOLLCWEDOY (ASF♦wLL• • • • • • .33 JOB# 13065 bEERANNEX' 0FTPi1 2W23EC. 3. ASEALONTHISDRAWNGNDOATESACCEPIIIWCE ®F• •• • • • •• •• DUR.FAC. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIrir+ MX M SHOW* TWO 000 • • SU ITABILITY AND USE OF THIS COMPONENT FOR ANY SU LLDINGIS THE RESPONSIBILITY OF THE 13U LLDM SPACING 24.0" ITYPE EJACK DESIGNER, PER ANSVTPI 1 SEC. L :):( 13065) U BUILD IT - WPB / RAY CARABATTO I EJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 'op chord 2x4 SP #2 Dense 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =4.0 psf, ,ot chord 2x4 SP #2 N wind BC DL--3.0 psi. Iw =1.00 GCpi( +/ -)x.18 A Level Return 2x4 SP #3: i lieu of rigid ceiling use purlins to brace BC ® 24' OC. Member design & wind reactions based on MWFRS and C&C. reflection meats 0360 live and L/240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. Rv =93# U =159# NAILED 3 M e N c r M r 3X4 2'7"6 -1'4" Rv =242# U =323# W =8" Rv =46# U =7# NAILED •• •; ••� �•� •• MORRIS A. SHASHOUA, P.E. • • • • • • • • • 1908 NW 112 AVENUE •• ••• •• • • • •• CORAL SPRINGS, FL 33071 )ESC. = EJ1 (954) 753 -1988 SEQ = 32257 'LT. TYP: WAVE FBCITPI2W2(STD) CWRT= 1.00(125y10(0) 4QTY=62 TOTAL = S • • • • • FL REG. NOS. 19554 & E852 - K EV. 7.38.0810.03 SCALE = 1.0000 "WAF4011111ft REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHP ggffm BRACING. REFER TO SCSI (BUp.DING coMPONENr SAFETY INFORMATk3N , P " • • • TC LL 30.OpSf REF INSTITUTE, 218 NORTH LEE STR., SURE 31Z, ALEXANDRIA, VA. 22314) AND D IL TC DL 15.Opsf DATE - 01 -14 -2008 OF AMERICA, MW 84TERPRISE LN, MADISON, WI5371T FOR SAFETY PRACTIR • THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPETURAL � P��Ajj.�11EE�LSS BO OM CHORD SHALL HAVE A PROPERLYATTACHED RIG®CE"G. '"IIyII��COPYOF THIS DESIGN TO INSTALLATroNCONTRACTOR. ALPINE ENORJEERED BC DL 10.Opsf DRWG PRODUCTS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING INSTALLING & BC LL 0.0pSf BA ( t1a BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF R6S � DESIGN SREC, • • • • • • ffla I�onn PI. ALPHJE CONNECTOR PLATES ARE MADE OF 24+19718GA �w,HrssncfnsTM GR,oE• • • • • TOT.LD. 55.OpSf O/A LEN. 20706 (mra6s�o73 �, 4ds74� NNDC A30�FTW1 3DRA • • ••••• DUR.FAC. 1.33 JOB #.13065 PROFESSIONAL ENGINEERING RESPONSBSL" SOLELY FOR THE TRUSS COMPONEI•TiWMN SHOWY THE• ••• • • SPACING 24.0" EJACK SUITABILITY AM USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES PER ANSVrPI 1 SEC. 2. TYPE b: 13065 U BUILD IT - WPB / RAY CARABATTO / EJ 13 THIS DWG. PREPARED BY THE ALPINE J OB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 'op chord 2x4 SP #2 N 146 mph wind, 15.00 it mean hgt; ASCE 7 -02, CLOSED bid g, Located a lot chord 2x4 SP #2 N wind BC DL =3.0 psf. Iw =1.00 GCpi( +) -r0.18 g where in roof, CAT II, FJ(P C, wind TC DL=4.0 psf, A Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. n lieu of rigid coiling use purlins to brace BC @ 24" OC. )efiection meets U360 live and U240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. Rv =gW U =155# NAILED 3 12 N 6 T r T to 3X4 2'6 "14 —1 �--- 1'4" Rv =243# U =322# W =8" Rv=46# U=8# NAILED • • • • • • • • • MORRIS A. SHASHOUA, P.E. 0 0 ••: : : :•s •• 1908 NW 112 AVENUE ••• ••; `•o •.` ; ; ..'CORAL SPRINGS, FL 33071 (954) 753 -1988 )ESC. = EJ13 FL REG. NOS. 19554 & EB5251 SEQ = 32326 3 LT. TYP. WAVE FBWPMM(STD) Cg1RT=1.00(125y10(0) .QTYa 1 TOTAL= 1 • • 000 • REV. 7.38.0810.03 SCALE = 1.0000 REQUHtE EXTREME CARE IN FABRICATING, HANDLING, Sh.O • • TC LL 30 BRACMG. REFER TO SCSI RISE LN, MADIS (BULDING COMPONENT SAFETY INFORMATION ' psf REF MSTIrUTE, z1SNORTH LEE STR., SUITE 312, ALEXANDRIA VA 22314) AND o • TC DL 15.Opsf DATE 01 -14 -2008 OF AMERICA. 8300 ENTERP THESE FUNCTIONS. UNLESS OTHERWISE MDON, W153T1 9) OP CHORD SHFOR SAFETY PRAC ��II((}}� IC ATED, TALT. WAVE OPERLYATTRCHE75rRUCTl1RAL • n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ng '"NPOWM /P1 COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR:; ALPINE ENGINEERED BC DL 10.Opsf DRW G .w PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION F'ROMITHM DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE wrrH TPI; OR FABRICATING. HANDLING, SHIPPING INsrAUING & BC LL 0.0psf BA BRACMG OF TRUSSES. DESIGN CONFORMS wmi APPLICABLE PROVISIONS OF ND�( I#1$We.• • • • • • TOT.LD. 55.OpSf O/A LEN. 20614 BYAF&P ffi PI. ALPINE CONNECTOR PLATES ARE MADE OF 2ININl118GA ( GR�E• • • • • _BOAC/ VL.fW= ( 772) 465-7073 n= (772) 465 -7429 : V . BE PER S OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWMG MDICATES ACCEPSANCE•Ii • • • • • • • • • DURYAC. 1 JOB # 13065 PROFE3ENGMEERMG RESPONSBILITY SOLELY FOR THE TRUSS COMPONEYF&D[SIGyI SHOWN. THFj ... . . " TYPE SPACING 24.0 EJACK 3URABO.r1YAND USE OF THIS COMPONENT' FOR ANY BUILDING L4 THE RESPONSBILITY OF THE BUILDMG DESIGNER, PER ANSVTPI I SC-C. 2. :):(13065) U BUILD IT - WPB / RAY CARABATTO / EJ12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT op chord 2x4 SP #2 N 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, of chord 2x4 SP #2 N wind BC DL--3.0 psf. Iw =1.00 GCpi( +) -)=0.18 _t Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. t lieu of rigid ceiling use puriins to brace BC @ 24" OC. reflection meets U360 live and 1-1240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. 2 Rv=49# U =84# NAILED 3 :I T N r � 3X4 1'91 -- -� -- - -1'4" Rv =207# U =292# W=8" Rv =29# U =2# NAILED •• •; • 0 0 ' �•� •• MORRIS A. SHASHOUA, P.E. • • • • • • . . • 1908 NW 112 AVENUE •• ••• •• • ' • •' CORAL SPRINGS, FL 33071 (954) 753 -1988 )ESC. = EJ12 FL REG. NOS. 19554 & EB52 SEA = =1.00 'LT. TYP: WAVE FWrrP=2(STD) CcVRT =1.00(125y10( 0) • * 1 TOTAL= 4 • • 000 • REV. 7.38.0810.03 SCALE = 1.0000 REQUIRE EXTREME CARE M FABRICATING, HAND TO I( au S, P SL IYST�U.II�3 AND • • • • i aRACwG,, �EFEReCSnnwc N COwwoNErrrsAFEnrwFORMA11o • • • i • TC LL 30.Opsf REF____ INSTIME, 218 NORTH LEE sTR., SUITE 312, ALEXANDRIA, VA 22314) AND Lurcgl(wQDD uNC • • • • • • • • TC DL 15Apsf DATE 01 -14 -2008 OF AMERICA, SM ENTERPRISE LN, MADISON, WI53719I FOR SAFETY TICES@RIOR 0 0 Rh11NB Oro_ THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALLVE PROPERLY ATTACH EdStRUCTII�tAI n P TTOMCHORD SHALL HAVE APROPERLYATTACHED RIGIU �$ �IheIPO D �'I COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR: ALPINE ENGINEERED BC OL 10.Opsf DRW G PRODUCTS, MC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROWTHIS DESIGN; ANY FAILURE TO BUILD THETRUSSWCONFORMANCE WITHTPI; OR FABRI:AtING, HANDLING, SH�Pg�1 MST�Ll,NGB BC LL O.Opsf BA 4t ,quv' BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIOMS BYA A( OF ND9( ILL DES10N SPECS • i • s • F((&wwPA ANDTPL ALPINE CONNECTOR PLATES ARE MADE OF 201 MZW M , AST�3 GR#DE• • • • • 4 mx (/04657073 Fa a (rn) 4ss742 oN�T DESI OSITION D s g EAC AANY INSPECTION g or PLATES FFOLLIOWEPSY(1) sN4l10 i i s • i TOT.LD. 55.OpSf O/A LEN. 10901 BE PER ANNEX A3 OF TPI 1 -2002 SM.3. A SEAL ON THIS DRAWING I ACCEPTANCEW. •• • • • •• •• DUR.FAC. 1.3.3 JOB #. 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONOWNSIIN SHOM. THBt ••• • • SPACING 24.0" 'IypE EJACK SUITABOJTYAND USE OF THIS COMPONENT FOR ANY BUODMG IS THE RESPONML"OF THE BUILDING DESIGNER, PER ANSVTPI 1 SEC. 2. i ):(13065) U BUILD IT - WPB / RAY CARABATTO / EJ14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT DID chord 2x4 SP #2 N — The maximum horizontal reaction is 256# " of chord 2x4 SP #2 N I Level Return 2x4 SP #3: 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL--4.0 psi, [ember design & wind reactions based on MW FRS and C &C. ; wind BC DL--3.0 psf. Iw =1.00 GCpi( +/- )=0.18 In lieu of rigid ceiling use pudins to brace BC Q 24" OC. ottom chord checked for 10.00 psf non- coroumant live load. " BEARING ANALOG MODIFIEDI '*" Deflection meets L1360 live and Lt240 total load. 3 T 3X4 ��__- 11 gg 6 "8 v=53# Rh =257# U =82# W =6 "8 Rv =83# Rh =257# U =124# NAILED ••� MORRIS A. SHASHOUA, P.E. • •. • • • • ••• • 1908 NW 112 AVENUE • • • • w • • • CORAL SPRINGS, FL 33071 (954) 753 -1988 FL REG. NOS. 19554 & EB5252 ESC. = EJ14 SEQ = 32335 3 LT. TYP: WAVE FBCirP=M(STD) CQrRT= 1.00(1.25y1o( 0) •QTY 1 .TOTAL= 6 e e 0#0 . REV. 7.38.0810.03 SCALE = 1.0000 "WAY44NIM REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SH ST AND • • • • TC LL 30.0 s f REF BRACING.. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUB TFISS • ! • • • p INSTITUTE, 218 NORTH LIB= STR.. SUITE 312, ALEXANDRIA. VA 72314) AND WT pp D U COUNCIL " OF AMERICA OM ENTERPRISE W, MADI SON, WI 53719) FOR SAFETY PRACTICN � • • • • • TC DL 15.Opsf DATE 01-142008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.. CHORD SHALL HAVE PERL ATTACH 1u9 n PpNE�L BC DL 10.OPSf DRWG �S TTOM CHORD SHALL HAVEAFROPERLY ATTACHED RKiiD:DEWNG. . -ng "' IMPO�COPYOFTHISDESIGNTOWSTALLATIONCONTRACTOR :,'ALFWEENGPIEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT�N FROM THIS DESKiN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH'rPl; OR FABRx:ATINO, HANDLIdG, SHIM , INSTALLING a • • BC LL O.Opsf BA BRACIOCi OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVLSIONS OF N � J� r�L DESx�N 8/EC, • • • • I,II �t�0. BYAFBPA) AND TPL ALPIJE CONNECTOR PLATES ARE MADE OF 201S9t18CiA: ASTtlA4653 GRIRDN • • • • 4M89W (W,WH SS) OALV. STEEL APFLY PLATES TO EACH FACE OF TRUSS AN C`unw�THekwLSE LscA,Er • • • • TOT.LD. 55.OpSf O/A LEN. 608 hors (772) 063 -7073 Fme (7'R) 4657429 ON TH• OESIGN, POSmON PER ORAWINOS 180AZ. ANY INSPECTON OF PLATES FOLlOWEIliBY� 31•U.L• • • • • • BE PER ANNEXA3 OF TPI i -zoo2 sEC. 3. A SEAL ON THIS DRAWING INDCATES ACCEPlVOCEOD• • • • ! • • • • • DURYAC. 1.33 JOB #: 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONISNOWSM SHOW TH% ••• • • SUITABLITYAM USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING SPACING 24.0 TYPE EJACK DESXRNER, PER ANSVrPI 1 SEC. 2. b:(13065) U BUILD IT -WPB /RAY CARABATTO / CH THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ! rop chord 2x4 SP #2 D ense 146 mph wind, ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP C, wind TC Sot Chord 2x4 SP #2 N DL=4.0 psf, wind BC DL =3.0 psf. Iw =1.00 GCpi( +/- )=0.18 U Level Return 2x4 SP #3: n lieu of rigid ceiling use purlins to brace BC @ 24" OC. Member design & wind reactions based on MWFRS and C&C. Deflection meets L(380 live and 0240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. Rv =285# U =378# NAILED 3 12 v N 3X4 2X4f A1) m , r �Rv��75# U W=8" Rv =131# U =16# NAILED so ••; ; ; ; ;MORRIS A. SHASHOUA, P.E. • •• • • • • ••• 10908 NW 112 AVENUE ••• ••: ••: ••• ; :CO @AL SPRINGS, FL 33071 (954) 753 -1988 DESC. = CH FL REG. NOS. 19554& EB5251 SEQ = 32606 PLT. TYP: WAVE FBCIfPMU(STD) CWRT= 1.00(1.25)110( 0) Q i j T • so: • • • • REV. 7.38.0810.03 SCALE = 0.7500 "WAfUNNWS REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLM AW • • • • • BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION)), t'�U�BLISI- BY&R ( � • • • • • • • TC LL 30.Opsf REF INSTITUTE, 216 NORTH LEE STP-, SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD WjUj3 CSU�NQIL • • • • • • • OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719 FOR SAFETY PRACTICES PRIOR TCLPERF• G • TC DL .0 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, I CHORD SHALL 'HAVE PROPERLYATTA O STRUCI 15 Sf DATE 01 -2008 Gam'' n 1ELS AND BpTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P[ �VO L O S MI COPYOFTHIS IGNTOINSTALLATIONCONTRACTOR. ALPINE ENGINE RED EIC DL 10.OpSf DRWG PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �y.,, BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, WST G & BC LL 0.0pSf BA �t�,p,7�' BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NA TIO SKK��VV SPEC,• • • • • • • • BYAFBPA) AND TPL ALPINE CONNECTOR PLATES AREMADE OF 2a18/18GA ,HlS3fK) ASTM GRJmE • • • • • • 4IX6i0IW K1H SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSSANuNLESS oTHERMsE LdCATED • • • • • • • TOT.LD. 55.OpSf O/A LEN. 7 nnrs (rn) 46Sm73 Fmc (TR) 48ST4Z9 ON THIS DESIGN, PosrrION PER DRAWINGS 180Ad. ANY INSPECTION OF PLATES FOLLOWED B *(n Sk�IA. • • • • • • • • DUR.FAC. 0.90 JOB #: 13065 BE PER ANNEX AS OF TPI 1 -2002 SEC. 3. A SEAL ON THB DRAWING INDKATES ACCEPTANCE OI• • • • • • • • • • • PROFESSIONAL ENGINEERING RESPONSBIUTY SOLELY FOR THE TRLI33 COMPONENT DESK3IAI�IbWR. • ••• • • SUITABQIiYAND USE OF THB COMPONENT FOR ANY SUILDWGBTHE RESPONSIBILITY OF THE BUI ,DW THE • G SPACING 24.0° TYPE JACK DESIGNER, PER ANSVTPI 1 SEC.2. 13065 U BUILD IT -WPB /RAY CARABATTO I CJ71 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT r p chard 2x4 SP #2 N 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 it from roof edge, CAT II, EXP C. wind TC A chord 2x4 SP #2 N DL=4.0 psi, wind BC DL =3.0 psf. Iw =1.00 GCpi( +/- )=0.18 Wedge 2x4 SP #3::Lt Level Return 2x4 SP #3: lieu of rigid ceiling use purlirLS to brace BC 24" OC. Member design & wind reactions based on MWFRS and C&C. 3flection meets 0360 live and 0240 total load. Bottom chord checked for 10.00 psi non- concurrent live load. Rv =264# U =348# NAILED 3 io v CV � 3X8 w 3X4 X Al iD — Rv =479#8 W=4" Rv =131# U =45# NAILED 0 • • i • i i WRRIS A. SHASHOUA P.E. ••� ••i �•i �•• i : 112 AVENUE CORAL SPRINGS, FL 33071 )ESC. = CJ71 (954) 753 -1988 SEQ = 32586 'LT. TYP: WAVE FBCTPI20W(STD) CyRr- 1.00(1.25y10( 0) QTY= 2 T TAL=2 • • • FL Rte, NO$. 19554 & EB5251 REV. 7.38.0810.03 SCALE = 0.7500 ARM NWs REQUIRE EXTREME CARE IN FABRICATING, HANMNG sHPPWG, IN • • • • • • TC LL 30.0 Sf REF BRACING. REFER TO SCSI BUDDING COMPONENT SAFETY INFORMATION PU&J§HED BY (TRWS F•ATBI • • • • • • • p PISTIME, 218 NORTH LE STR., SUITE 312, ALEXANDRIA, VA 22314)AND (WOOD OW1Clb • • • • • • • OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI5 3719) FOR SAFETY PRACTICES PRIOR TO NERFOR6WG • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 G n THESE FUNCTIONS. UNLESS OTHERWLSE NMATED, TOP CHORD SHALL HAVE PROPERLYATTACHED STRUCTL& P S ND B M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. – o p i' POc o OPYOFTHI3DESIGNTO INSTALLATION CONTRACTOR ,ALPNEENGINEERED BC DL 10.Opsf oRWG T r PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tt BUILD THE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, JINST & • BC LL O ,Op$f BA BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA G BYAFaP AND TPI. V ST E L. C PLATE O A CH ADE OF TR 8 AM, ,H ESS O Adt : : : : : . TOT.LD. 55.OpSf 0/A LEN. 7 40�• .WH SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS UNLESS O ocrTTE$ (M) 46s Fors F (M) 465-74" oN TI DE§xsN, POSITION PER DRAWINGS 18M-Z ANY INSPECTION OF PLATES FOLLO • • • • • • • • 1,33 JOB # 13065 � ° SIONAL ENGINEERING G RES SOLE Y MR T � TR COMPO � D ESES�IAMN!rHE • • so* • • DUR.FAC. � I �COMPONENT FOR ANY BUILDING 15 THE RMkMSIBamOF THE BUILDING SPACING 24.0" TYPE JACK ):( 13065) U BUILD IT - WPB / RAY CARABATTO / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT )p chord 2x4 SP #2 Dense 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC A chord 2x4 SP #2 N DL=4.0 psi, wind BC DL psi. Iw =1.00 GCpi( + / -) =0.18 t Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. ifeu of rigid ceiling use puriins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non- concurrent live load. affection meets 11360 live and L/240 total load. Rv =200# U =307# NAILED 3t Ir o T r T 3X4 5 , _I �+- 14" Rv =366# 0=404# W =8" Rv =92# U =15# NAILED • • • • • • • • NI MIS A. SHASHOUA, P.E. •• •: ••: : : :•: • 1908 NW 112 AVENUE ..' ..; '•; •�• ; ;CpkAL SPRINGS, FL33071 (954) 753 -1988 )ESC. = CJ5 FL REG. NOS. 19554 & EB5251 SEQ = 32498 'LT. TYP: WAVE Fl3crr nMM(STD) Cq/RT =1.0a125y10(0) QTY =6 TOTAL= 6 • • • • • • • • REV. 7.38.0810.03 SCALE = 1.0000 "WARNNGWs ReouiRE EXTREME CARE IN FABRx:AT04G, HANDLING sH ING, INST • • • TC LL 30.0 Sf REF BRACING. REFER TO SCSI ( APUBLISHED BUILDING COMPONENT SAFETY INFORMAT11 a T� • • • • • • • p 043TTTUTE, 216NORTHLEESTR., SUITE312,AU7rANDRIA,VA22314)AND CA(WOOD CO OF AMERICA 6300 ENTERPRISE LN, MADISON, WI 53719 T SAFETY PRACTICES PRIOR' o TC DL 15.0psf DATE 01 -14 -2008 THESE FUNCTWNS. UNLESS OTHERWISE INDICATED. I�P CHORD SHALL tdAVE PROPERLYRTTAC STRUCTdt2Rl.• ••• • • ••• G n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Rxim CERIN6. ,p$ "MPQRTA�I�N COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. AI.PBJE EN6MEERED BC DL 10.Opsf DRW G PRODUCTS, INC., 8HALL NOT BE RESPONSIBLE FOR ANY DEVIATxMI FROM THIS DESIGN; ANY FAILURE TO BC LL O.Opsf BA y„� BUBD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH�PPIG, INSTALLING & t6w BRACING OF TRU33ES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONf! DELIGNSPEC, • • • • • • • • BYAF$Pa)AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 2011811eGq,H13SliC)ASTM A85i GRADE • • • • • • TOT.LD. 55.OpSf O!A LEN. 5 40V8/�(�y SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS UNLESS OTHERWISE LOOIATED • • • • • • v,es (772) 4657073 F� (772) 465 -7429 ON TFii3 DEBXiN, POSRION PER DRAW W0.41fIDAZ, ANY INSPECTION OF a'ATES FOLLOWED BY�I) SHFiL • • • • • • • • BEPERAN_, OF TPI I -2002 SEC.3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF• • �• • . •• DUR.FAC. 1.33 JOB #. 13065 PROFESSIONAL ENGINEERING RESPONSIBILRYSOLELY FOR THE TRUSS COMPONENT DESIGIJ�SjIppWWNN.� • • ••• • • SPACING 24.0" TYPE JACK SURABp.fTYAND USE OF TH13 COMPONENT FOR ANY BUIDING L4 THE RESPONSBIUTY OF THE BUSDU(G DESIGPIER, PER ANSVTPI 1 SEC. 2. 13065 U BUILD IT - WPB / RAY CARABATTO / CJ51 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT p chord 2x4 SP #1 Dense 146 mph Wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 it from roof edge, CAT II, EXP C, wind TC t chord 2x4 SP #2 N DL=4.0 psi, wind BC DL =3.0 psi. Iw =1.00 GCpi( +/- )=0.18 Wedge 2x4 SP #3::Lt Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. lieu of rigid ceiling use puriirls to brace BC Q 24" OC. Bottom chord checked for 10.00 psf non- concurrent live load. Iflection meets U360 live and Ll240 total load. Rv =186# U =278# NAILED 3 3X8 T :- T to 3X4 F� 5• J " v =368# U!405# W=4" Rv =87# U=42# NAILED �•: : : : �14 RIS A. SHASHOUA, P.E. •' • ' ' • "• 19p8 NW 112 AVENUE • • • • • • • • • •C®RAL SPRINGS, FL 33071 (954) 753 -1988 IESC. = CJ51 FL REG. NOS. 19554 & EB5251 SEQ = 32580 LT. TYP: WAVE FBCrrP 002(STD) Cq RT= 1.00(1.2sY1o(D) QTY = T AL= 2 000 • • • REV. 7.38.0810.03 SCALE = 1.0000 REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, NSTA*JNQ"16 • • • • • TC LL 30.Opsf REF BRACING. REFER TO aCSI (BUILDING COMPONENT SAFETY INFORMATION), PU8�D YTQI TRy63 'r` • • • • • • • NSTTIUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRUI, VA 22314) AND NTCA • • • • • • • OF AMERICA, WW ENTERPRISE LN, MADISON, W! 5371T FOR SAFETY PRACTICES PR TO pERFp o TC DL 15.Opsf DATE • 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE' INDICATED, OP CHORD SHALL HAVE PROPERLY ATTAC STRUCTIL • • tQRS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG D CEILING. BC DL 1 O.O $f p$ "IMPONMM COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED P DRW G PRODUCTS, NC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Bu _Mi N CONFORMANCE WITH TPI OR FABRICATING, HANDLING, SHIPPING. NSTJ�L & BC LL 0.0psf BA tLa BRACING O DESIGN TRUSSES. DESN CONFORMS WITH APPLICABLE PROVISIONS OF I (NATIOWR taftPEC; • • • • • • • • BYAF ((&wwPA ID TPL AL PINE C ONNECTOR PLATES ARE MADE OF 2W18118G sR • • • • • • TOT.LD. 55.Opsf OIA LEN. 5 m• (772) 465 -7873 F= (M) 465.7429 ON THIS DES% POSITION PER DRAWINGS 160A -Z. ANY INSPECT WN OF PLATES FOLLOWED g 0 • • • • • • • • BE PER ANNEX AS OF TPI I -2002 SEC. 8. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF i •• •• • • • • •• DUR.FAC. 0.90 JOB#: 13065 PROFESSIONALENGNEERNG RESPONSIBILI SOLELY FOR THETRUSS COMPONENT DESIGNBM•WN9THE • • ••• • • surraelLrrYAND USEOFTHBCOMPONENTFORMYBUILDING IS THERESPON SBITY LLOFTHEBUIDING SPACING 24.0" TYPE JACK DESIGNER. PER ANSVrPI 1 SEC.2. ):(13065) U BUILD IT - WPB / RAY CARABATTO J CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 3p chord 2x4 SP #2 Dense 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT Il, EXP C, wind TC DL =4.0 psf, of chord 2x4 SP #2 N wind BC DL =3.0 psi. Iw =1.00 GCpi( +i -)x.18 t Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C &C. i lieu of rigid ceiling use pudlns to brace BC Q 24" OC. efledlon meets Lt360 live and U240 total load. Bottom chord checked for 10.00 psf non - concurrent live load. Rv =111# U =189# NAILED 12 3 v G tO 3X4 �— 1'4" Rv =261# U =336# W=8" Rv =54# U =10# NAILED ;.;MBURIS A. SHASHOUA, P.E. • • • • • • • • 1908 NW 112 AVENUE • • • • • • • • •C64AL SPRINGS, FL 33071 )ESC. = CJ3 (954) 753 -1988 SEQ = 32503 >LT. TYP: WAVE FBWPMM(STD) Cq/RT= l.ao(lzsjrl0( 0) 2TY-8 TOTAL= 8 • • • • F ; .EG• 140S. 19554 & EB52W-V. 7.38.0810.03 SCALE = 1.0000 REQUIRE EXTREME CARE IN FABRICATING, HANDLNG, SHIPPING, INS BRACING. REFER TO SCSI (BUDDING COMPONENT SAFETY INFORMATION' rul�BLISHE � 0 • TC LL 30.OpSf REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND 4VTI (WOOC N AMEWA, 83X10 ENTERPRISE IN, MADISON, W1 83719))FOR SAFETYPRACTCES PRIO G TC DL 15.0pSf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTkbzw E mr- ATED,. P CHORD SHALL RAVE PROPERLY71TT STRUCIURAC • • • • • • G n PANELS N AND BO�'TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING: "gM POCOPY OF THIS BC DL 10.Opsf DRWG PRODUSHALL NOT BE TO BUILD BC LL 0.OpSf BA ' BRACINSSES. DESSPEC, SYAFPL ALPINE CONNECTOR PLATES ARE MADE OF 2W18118GA (W ,HrssnnASTMAes3oR�aE • • • • • • TOT.LD. 55ApSf OJA LEN. 3 are: 4018•�(w SS) QALV. STEEL. APPLY PLATES TO EACH FACE OF TRU33 AND; UNLE33 OTHC]tVASE LOBA.TED • • • • • • • h (772) 4457973 fm (772) 46S - 7429 ON IS DESIGN, POSITION PER DRAWNCGS 180A -Z ANY MSPECTION OF P1ATE3 FOLLOWED B ►(Ij SFALL • • • • • • • • BE SSION�x ENGINEERING a AIB�SO� ��TR�CO�� . T ••• •�� •: DUR.FAC. 1.33 JOB #. 13065 SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE BUDDING. SPACING 24.0" 'TYPE JACK - DESIGNER. PER ANSVTPI 1 SEC. 2. , :( 13085) U BUILD IT - WPB / RAY CARABATTO / CJ31 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT >p chord 2x4 SP #2 Dense 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =4.0 psf, A chord 2x4 SP #2 N wind BC DL =3.0 psf. Iw =1.00 GCpi( +/- )=0.18 t Wedge 2x4 SP #3::Lt Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C&C. lieu of rigid ceiling use purlins to brace BC (q3 24" CC. Bottom chord checked for 10.00 psf non- concurrent live load. eflection meets 0360 live and 0240 total load. Rv=96# U =150# NAILED 3 3X8 in v tO 3X4 Al LL f� i " W, 263# U W=4" Rv=49# U=47# NAILED •�• ��i i i •�• :M1)RQVA. SHASHOUA, P.E. •• •: •�: : : %:11W NW 112 AVENUE ��• •�; ••; ••• �CQRa1 SPRINGS, FL 33071 (954) 753 -1988 )ESC. = CJ31 FL REG. NOS. 19554 & EB5251 SEQ = 32575 'LT. TYP: WAVE FWfTPI20o2(sTD) Cy/RT=1.00(1.25y1O(0) QTY= TOTAL= 2 . , • • all. REV. 7.38.0810.03 SCALE =1.0000 REQUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING, INS T • • • • TC LL 30.O p sf REF BRACING. REFER C TO BCSI (BUILDING COMPONENT SAFETY INFORMATION)). PUBUSHET RATE P PISTITUTE, 218 NORTH LEE STIR, SUITE 312, ALEXANDRIA, VA. 22314)AND WTCA (WOOD 11gg • • • • • • • • OF AMERICA, WW ENTERPRISE LN, MADISON, Yn S371s }}FOR SAFER'PRACTIOES PRIOR 1 9 PdRFdtMIRG • • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. YOP CHORD SHALL HAVE PROPERLYqkTTACHIIJ STRUCTOF" • • ('� n PgNELS AND BOTTOM OHORD SHALL HAVE A PROPERLY ATTACHED RIM CEILING. _ng "" ItMpQRT1COPYOF THIS DESIGN TO INSTALLATION CONTRACTOR .'ALPINEENGINEERED BC DL 10.Opsf DRWG PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: FABRICATING, OR FABRICAT, HANDLING, SHIPPING INSTALLING s BC LL O.Opsf BA kt�~ BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIO SPEC. • • • • • • • • BYAFBPA)AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 2N 1a,BGA(W,H)3SIK)ASTM . . . . . . TOT.LD. 55,0 Sf O!A LEN. 3 mz> 4ss a0i3 FmC (rn) 4asT4Z9 ari Tr K O M1 ESI I a�i Pos R D"�RAwwGSSaTU°zE"'ANr FAC TR USS a�'" "s wuo ° wEO B p s � • • • • • • • p BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SE& ON THIS DRAWING INDICATES ACCEPTANCE OF • • • • • • - DURYAC. 1.33 JOB M 13065 PROFESSIONAL, ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGd �?HE •�• ��• •; SPACING 24A" TYPE JACK SUITASILIYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSBLrry OF THE G DESIGNER, PER ANSIrPi t SEC. 2. 13065 U BUILD IT - WPB / RAY CARABATTO / CJ 11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT p chord 2x4 SP #1 Dense 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, It chord 2x4 SP #2 N wind BC DL--3.0 psf. Iw =1.00 GCpi( +/ -)x.18 Level Return 2x4 SP #3: lieu of rigid ceiling use puriins to brace BC @ 24" OC. Member design & wind reactions based on MWFRS and C&C. rflection meets 0360 Live and 0240 total load. Bottom chord checked for 10.00 psf non- concurrent live load. 3 Rv = -7# U =31# NA €LED 2 3X4 1 Rv =188# U 9# W=4" Rv =13# , U=4# NAILED �.; ; jI(:2RIS A. SHASHOUA, P.E. • •• • • • • ••• 19Q8 NW 112 AVENUE ••• 0•0 • •0 �•� OWL SPRINGS, FL 33071 (954) 753 -1988 = ESC. = CJ11 FL REG. NOS. 19554 & E852 LT. TYP: WAVE FBCrrPI2002(STD) CyrRT- 1.00(1 zsy10(o) QTY =.2 TCJ'AL= 2 e ... . � SEQ 7.38.0810.03 SCALE 32571 32571 0 REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INST T; g'ft � • • � � TC LL 30.O p sf REF MACWG. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION)), PUBLISHED AT€j • • • • • • • p INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRNA, VA 22314)AND C rCA(WOOD GAL TC DL 15.Opsf DATE 01 -14 -2008 OF AMERICA, 3300 ENTERPRISE W, MADISON, WI53719 FOR SAFETY PRACTTICES PRIOR THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPEH® STRUCTNF" • 1 • G n ei AND aOTTOM CHORD SHALL HRVEAFROPERLYATTACHED RIGID CERWG. BC DL 10.Opsf DRWG TO BC LL O.OpSf BA ao, NG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISK)NS OF NDS (NATIONAi��xi*SPEC. • • • • • • • IiYAFBPW Af�TI�1. ALPINE CONNECTOR I'I.ATES ARE MADE OF 2W1a1&3A(w.HISSJK)A3TM AB�GRAjE • • s • • • TOT.LD. 55.O psf O/A LEN. 1 4N80 (W WH SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERW�E L TED • • • • • • • p ar•t Cr7L) 465.7073 F= VM 465.7429 ON THIS DE3XiN, POSfiX)N PER DRAW W03180A -L ANY OVSPECTION OF PLATES FOLLOWED BY�I) SH L BE PER ANNEXA3 OF TPI I- 2W23EC.a ASEAL ON THIS DRAWING WDICATES ACCEPTANCE OF�Q "w "�ry�� • • • • • • • • DUR.FAC. 1.33 JOB #: 13065 sU MP oR �AN�Y B �T�HERF�.SPONSmam oFTIBUA)ING ••• •:• : •: SPACING 24.0 TYPE JACK El DESXiNER, PER ANSVrPi 1 SEC. 2. ):(13085 U BUILD IT - WPB / RAY CARABATTO i CJ 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT op chord 2x4 SP #1 Dense 146 mph wind, 15.00 ft mean tint, ASCE 7 -02, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, of chord 2x4 SP #2 IN wind BC DL =3.0 psf. Iw =1.00 GCpi( +t -)=0.18 I Level Return 2x4 SP #3: Member design & wind reactions based on MWFRS and C &C. i lieu of rigid ceiling use puriins � brace BC @ 24 eflect(on meets U360 live and 0240 total load. Bottom chord checked for 10.00 psf non - concurrent live load. 3 12 Rv = -3# U =30# NAILED is vt 3X4 1 ..L 1' - --1'4" Rv =183# U=476# W =8" Rv =14# U=4# NAILED • • • • • • • • • • • • • t W RIS A. SHASHOUA, P.E. •. .: •�: : : %: *1908 NW 112 AVENUE •. ..; a 0 •�• C FL 33071 (954) 753 -1988 )ESC. = CJ1 FL REG. NOS. 19554 & EB5251 SEQ = 32507 'LT. TYP: WAVE FBCrrMW2(STD) CWRT= 1.00(125y10(0) QTY 8 TQTAL= 8 • • .. ... REV. 7.38.0810.03 SCALE = 1.0000 REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INST • • TC LL 30 p sf REF aRACINO. REFER TO BC31(BUILDING COMPONENT SAFETY INFORMATION)). RIBUSHED TE P INSTITUTE, 218 NORTH LEE STR., SUfrE 312. ALEXANDRIA, VA. 22314) AND WrCA (WOOD C NEIL • • • • • • • • OF AL48MA SM ENTERPRISE W, MADISON, WI W710)) FOR SAFETI` PRACTICES PRIOR G • • • • • r • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Top CHORD SHALL HAVE PROPERL'PATTACHED STRUC'RwL • • G n PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED:RIGID CEILING. " IMPQPI COPYOFTHMDESIGNTO ws TALLATIONCONTRACTOR ALPNIEtTJGINEERED BC DL 10.Opsf DRWG FTHE TO TRUS80JCONFORMANCEWI TFiTPI: ORFAnRICATWG .HANDLWG.3HIPPWG,IN3TALLQJG& BC LL O.OpSf BA SPEC,• • • • • • • • TO L LD. 5 .Opsf O/A LEN. 1 E • • • • • • SS) GALV. STEEL. APF�.Y PIATES 7b EACH FACE OF TRUSS ANd UNLESS OTHERWISE L�:ATED • • • • • • • tars (77L) 4657073 � Cam) 4657425 ON; HIS DESIGN. POSITION PER IMAWINGS 180A -L ANY INSPECTION OF RLATES FOLLOWED BYW S�-L• • • • • :41000 • SE ER aNNTx A3 of TPi 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE • • • • • . DUR.FAC. 1.33 JOB* 13065 sinrA�e�wr �rrou co nm�rw "E nmoTHE I G '• • ••• • • SPACING 24.0" TYPE JACK DESIGNER, F AN. SEC. 2. 13065 U BUILD IT - WPB I RAY CARABATTO / HJ2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT p chord 2x4 SP #2 N Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires t chord 2x4 SP #2 N veri icatlon for accuracy. Webs 2x4 SP #3 Level Return 2x4 SP #3: 146 mph wind, 15.00 it mean hgt, ASCE 7 -02, CLOSED bidg, Located anywhere In roof, CAT II, EXP C, wind TC DL =4.0 psi, wind BC DL =3.0 psi. Iw =1.00 GCpi( +/- )=0.18 :nd reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. lieu of rigid ceiling use puriins to brace BC C+ 24" OC. Hipjack supports 7 -11-0 setback Jacks. Jacks up to 7' have no webs. Longer jacks supported to BC. Ifiection meets L/360 live and L1240 total load. 44# 5'10 "9 5'2 "13 2X8 2.12 4X4 0 " a CV tV 3X4(A1) s1a 3X4 2X4 11'2"6 ` ( �.� 3X8 � RA57# U . =868# W =1.1 "5 Rv =1107# U=600# ••; ; MORRIS A. SHASHOUA P.E. •• • • ••• 19O8NW112AVENbE • • • • • • •: • • • : : C,(1NRAL SPRINGS, FL 33071 FL ( 954) 753 19554 && EB5 IESC. = HJ2 SEQ = .32602 U. TYP: WAVE FBCFM002(STD) Cg1RT= 1.00(1z5y10( 0) QTY�1 TOVAL= 1 . gas V. 7.38.0810.03 SCALE = 0.5000 REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, IN3T • • • • TC LL 30.0 REF BRACING. REFER TO BCSI (BULLDING COMPONENT SAFETY INFORMATION). pAl18LISHED B LAIri p g g 0 TC DL 15.OpSf DATE 01 -14 2008 RUCTiH4N • • n PANELSMIDQB CHORD SHALL HAVE A PROPERLYATTACHED RIGIO GELLING. BC DL 10.0 sf DRW G " IMPOfFANi4�1 COPYOFTHISDESKiNTOIN STALLATIONCONTRACTOR. ALP[NEENGINEERED p PROWCTS, qNC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATR�N FROM THIS DE3KiN; ANY FA0.URE TO y,y eU0 THE TRUSS IN CONFORMANCE wm1 TPI; OR FABRICATING, HANDLING&, SHIPPING, INSTAN.I.INO & BC LL O.OpSf BA t �pyw- BRACING OF TRUSSES. DESKiN CONFORA� WITH APPLICABLE PROV�IONS OF NDS (NATION4L1p�SK3(fl SPEC, • • • • • • • • BYAF ALPWECONNECTORPLATESAREMAOEOF &teGA(W,Hl33fl()ASTMABi3G E • • . • . . TOT.LD. 55.OpSf O/A LEN. 110206 nrs (772) 465.7873 F=(M)465-744B9 ONTFIL4�DESx�3t4, POSn'�N R�DR�AWQJGS 180A -Z. MlY WSPCCT 0 dOF OLLO�SH.L • • • • • • • • SEPERANNEXA30FTF11- 2002SEC. 3. A SEAL ON THIS DRAWING WDICATESACCEPTANCEOF* -• DURYAC. 1.33 JOB #: 13065 PROFESSIONAL ENGINEERING RESPONSSLLRY SOLELY FOR THE TRUSS COMPON@I7' RES GI SFiGwIY �HE • • • • • • • • • • SUITABILIYAND USE OF THIS COMPONENT FOR ANY BUILDING S THE RES00N3SI.t1Y OF HEBI7IUIIRRt(ii SPACING 24.0" TypE HIP JACK DESIGNER, PER ANSVTPI I SEC. 2. 13065 U BUILD IT - WPB I RAY CARABATTO / HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT p chord 2x4 SP #2 N 146 mph wind, 15.00 it mean hgt, ASCE 7 -02, CLOSED bidg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=4.0 psf, t chord 2x4 SP #2 N wind BC DL =3.0 psf. Iw =1.00 GCpi( +J -) -0.18 Webs 2x4 SP #3 Level Return 2x4 SP #3: Wind reactions based on MWFRS pressures. lieu of rigid ceiling use purlins to brace BC (8124" OC. Right arid vertical riot exposed to Wind pressure. ib -fascia beam assumptions: 3-4-0 sub - fascia team on the 0 -1-8 cantilever side. 3-4-0 sub - fascia beam on the 0-1-8 The following trusses need concentrated loads at the end of their overhangs: 240-0 spardsotback member on the 0-1-8 cant ntilever side. side requires 21 Ibs and the 2-0-0 spardsetback member on the 0-1-8 cant side requires 21 lbs. dhection meets 1-1360 live and 0240 total load. Hipjack supports 7-10-8 setback jacks with 0-1-8 cantilever one face; 0-1-8 cantilever opposite face. 44# 11 "10 -I 5713 + 5713 -h 2X8 2.12 4X4 0 iO nI <V 3X4(A1) rl �, X4 L 2X4 10'10 "14 4X4 ' Rv=40# U =36 W =5 "11 11'1 "10 Rv =1067# U =578# W- "1 • • • • * i i i i • MORRIS A. SHASHOUA, P.E. • • • • • • • •1911aNW 112 AVENUE •� ••• •• ' • MRAt SPR I NGS, FL 33071 (954) 753 -1988 SEQ = 32596 ESC. = HJ3 FL REG. NOS. 19554 & EB5251REV. 7.38.0810.03 SCALE = 0.5000 LT. TYP: WAVE FBCrrPlzoo2(sTD) cgrRT= 1.�lssylo(o) QTY =•1 TQTAL= 1 i 00 REQUIRE EXTREME CARE N FABRICATING. HANDLING, SWIPPING. INST • ' • e TC LL 30 p sf BRACING. REFER •ro SCSI ( COMPONENT SAFETY INFORMATION)), PpUBU3HFD. PLATE P REF INSTITUTE, 218 NORTH LEE STR., SUITE $12, ALEXANDRIA, VA. 22314) AND rTr (WOOD CWNGR • •• • • • • • OF AMERICA, 3306 ENTERPRISE W, MADISON, WI53719 FOR SAFETY PRACTICES PRIOR TC dRAR61tG • • • • • • • TC DL 15.OpSf DATE 01- 14-2008 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, I�P CHORD SHALL HAVE PROPERLY ACHMh STRUCTO" • i GO`m' PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. * 4MPt) ffAtiM4M COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. "WE ENGINEERED BC DL 10.Opsf DRWG PRODUCTS. NC.. SHALL NOT 1E RESPONS®LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS INCONFORMANCE WITH TP: OR FABRICATING, HANDLING, SHIPPING, NSTALLNG & BC LL O.OpSf BA t �a,Tw' BRACING OF TRUSSES. DESIGN CONFORMS WITH APPDCABLE PRO`ASIONS.OF No$ (NATKXV&•BSIGwSPEC, • • • • • • • • TOT.LD. 55.Op$f 0/A LEN. 1 10110 BYAF &PA)ANDT PL ALP C O NNEC TOR PLA TES ARE MADE OF2QfISMW FVSSX)ASTMAMGR • • • • • • - TO EACH FACE OF ww 1776) 4517073 Face ( 772) 455-74" ON THISS POSITION PER DRAWINGS IWA -7- ANY INSPECTION OF PLATES FOLLOWED 44(1) SH*L • • • • • • i i • BE PER ANNEXA30F TP 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF* • • • • • i • • • • DURYAC. 1.33 JOB #. 13065 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIG�$�{pWt�THE i • ••• i SPACING 24.0" HIP JACK SUITABILITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS TW RESPONSIBILITY OF MUM �SIGN6R, PERANSVrPI I SEC.2. TYPE b:(13066) U BUILD IT - WPB / RAY CARABATTO / HJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT fop chord 2x4 SP #1 Dense 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, Sot chord 2x4 SP #2 N wind BC DL =3.0 psf. Iw =1.00 GCpi( +/ -)x,18 Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Wind reactions based on MWFRS xessures. -lipjack supports 7 -" setback jacks with no webs. In lieu of rigid ceiling use puriins to brace BC Q 24" OC. Deflection meets U360live and Lrd 40 total load 75# 10'3 "13 10 "4 — 3'7"2 2713 2713 V Rv=589f U=2874I NAILED 2.12 ? - 4X8 2X4 CV N 3X4(A1) 514 3X4 3X4 5X p 1 p 5'3 "10 �Rv 577# U= 29# W =11 "5 9'10 "13 Rv=26W U=1764 NAILED •�� :MORRIS A. SHAS OUA, P.E. • •• • • • • ••• • 1908NW112AVENUE • AURAL PRINGS, L 33071 (9 4) 753-1388 DESC. = HJ1 FL REG. N S. 19554 & EB5251 SEQ = 32517 PLT. TYP: WAVE FBC/TPMD02(STD) Cq/RT=I.0o(125y1D( D) QTYf: 2 TpTAL= 2 • • • REV. 7.38.0810.03 SCALE = 0.5000 AFUGN 4ES REQUIRE EXTREME CARE M FABRICATING, HANDLING, 9HIPPMG, M • • BRACM0. REFER TO BCSI ST COMPONENT snFEn' INFO RMATION aU �PLF,TE • • • • TC LL 30.OpSf REF MSTTRITE, 218 NORTH LEE STIR, SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD RC0. • • • • • i • OF AMERICA, — ENTERPRISE W, MADISON, WI53718FOR SAFETY PRACTICES PRIORI'gg AtMG • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 THESE FUNCTIONS. UNLESS OTHERWISE MDICATED, TOP CHORD SHALLNAVE PROPERLTATTACAED STRUOnl:L • • • L' n PAqNELS AND BOTTOM CHORD SHALL HAVEAPROPERLYATTACHEDRK3ID 'CE0.MG. EIC DL 10.0 Sf DRWG "t I COPY OF THNG DESIGN TO MSTALUITXNJ CONTRACTOR, ALPME ENGMEEREO P PRODUCTS, MC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT�N FROM THIS DESIGN; ANY FAILURE TO "y ;p BUILD THE TRUSS M CONFORMANCE WITH TPI; OR FABRICATINfl, HANDLPxG, SHIPPMfl, MSTAI.LWO & BC LL O.OpSf BA t �pgw' aRACWG OF TRUSSES. DESIGN coNFORMS wiTH APPLICABLE PROVISIONS of NDS (NATIOY/r.OES�N SPEC• • • .. • • • TOT.LD. 55.OpSf O!A LEN. 91013 A AF A TPI ALPME CONNECTOR PLATES ARE MADE OF 2fU18t1&3q(wJiISSdK) A�3flQODE • i • • • • 40r� (W,KIFI,SS) CiALV.3TEEL APPLY PLATES TO EACH FACE OF TRJSS AND;. UNLESS OTHEI�JISE IQCATED• . • • • • • • (M) 465 -7073 F.M (m) 465-74M ON THIS DESIGN, POSITION PER DRAW WGS 180A Z ANY MSPECTION OF PUITES FOLLOWED �Y(I) S�ALI• • . • . • • 1.33 JOB # 13065 BE PER ANNEX A30F TP(Y2o023EC. 3. ASEALON THLS ORAWMG I1DlCATES ACxEPTANCE� • • • • •• •• DUR.FAC. PROFESSWNAL ENGMEERWti RESPONSBR.RY SQLELY FOR THE TRUSS Gq� NENT DES�Ogyv T4• • ••• • • su RABWTYANDUSEOFTHLSCOMPONENrFORANYBUILDMGIST }{ERE' NSIBptTYOF LLDMfl SPACING 24.0" TYPE HIP _JACK DESxGD�R; PER ANSIfrPI t SEC.2. 13065 U BUILD IT - WPB / RAY CARABATTO / HJ4 THIS DWG. PRE PARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT chord 2x4 SP #2 N 146 mph wind, 15.00 It mean hgt, ASCE 7 -02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, chord 2x4 SP #2 N wind BC DL =3.0 psf. Iw =1.00 GCpi (+/ -)=0.18 Level Return 2x4 SP #3: Wind reactions based on MWFRS pressures. leu of rigid ceiling use pudins to brace BC @ 24" OC. setback jacks with no webs. flecUon Diets L/360 live and 0240 total load. Hipjack supports 5.0-0 f 73# 7'5"2 Rv =323# U=2294, NAILED 2.12 cn 9 = r _O T r 1 2X 51a 3X J 7'0 "14 _I f +---- 1'9 "14 Rv=355#I U =208# W =11 "5 Rv =98# U =0# NAILED MQRRLS a. S14ASHOUA, P.E. •• 0 •0 �9 CV jW:12AVENUE :• 0 ; •• 0 tORALOSPRIi5%, FL 3 3071 ESC. = HJ4 ••• ••• • • FL REG. NOS. 19554 & EB5251 SEQ = 32346 LT. TYP: WAVE FB=P=M(STD) CgW=1.00(1.25yt0( o) QTY= 1 TOTAL= 1 REV. 7.38.0810.03 SCALE = 0.7500 BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. SWING. REFER ro sE(BUaDwc CgNENrET INFORMATION SH prBY AND s o * PLATE • • • • • • • • TC LL 30.Opsf REF AND INSTITUTE. 218 63W E LK MAD 3 1SON ALEXAN OR SAFETYF9tACTiCESPRIOR TO PERF SO • • • • • • • • • • • THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. I CHORD SHALL HAVE PROPERLYATTACHED ST1UC • i •• • • • • • • TC DL 15.Opsf DATE 01 -14 -2008 OFAMERIC lam' n P{ AND • • • • i • 'rylYlppRT1A COPYOF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED • • • • • • • • • BC DL 10.Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION,FROM THIS DESIGN; ANY FAILURE TO • • BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING & BC LL O.Opsf BA BRACING Of: TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No$ (NATIONAL DESIGN SPEC, 44� ((WW SS) TPL ALPINE GALVY. STEEL CONNEC Y PLATES TO EAC F o OF 1 R� A UN LE SS Or�rlSH LOCATED • • • • • � TOT.LD. 55.Opsf O/A LEN. 70014 "rte (77E) 4657073 F= (772) 465 -7429 ON THIS DESIGN. POSITION PER DRAWINGS 160A-7- ANY INSPECTION OF PLATES FOLLOWED BY(n SHALL so* • • • • • • • BE PER ANNEX A3 OF TPI I -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF i • ; • • • • DUR.FAC. 1.33 JOB #. 13065 PROFESSIONAL ENGINEERING. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE surrAm" AND USE OF TCOMPONENT FOR ANY BUILDING Is THE RESRONSI60. SPACING 24.0" ITY OF THE BUILDING • • • • ; : • • ° : ••• . TYPE HIP JACK 13065 U BUILD IT - W / RAY CARABATTO I HJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT tp chord 2x4 SP #2 Dense SPECIAL LOADS 1t chord 2x4 SP #2 N --- (LUMBER DUR.FAC =1.33 / PLATE DUR.FAC =1.33) t Level Return 2x4 SP #3: TC - From 91 PLF at -1.42 to 91 PLF at 5.42 BC - From 20 PLF at -0.00 to 20 PLF at 5.42 18 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC PLB- From 4 PLF at -1.30 to 4 PLF at -0.08 L=4.0 psi, wind BC DL=3.0 psf. Iw =1.00 GCpl( +/ -)=0.18 TC - 187 LB Cone. Load at 3.02 BC - 92 LB Cone. Load at 3.02 'Ind reactions based on MWFRS pressures. In lieu of rigid ceiling use pudins to brace BC Q 24" OC. o tom chord checked for 10.00 psf non-concurrent live load. Deflection meets Ll380 live and 1-1240 total load. 187# — 3'0 "4 + 2'4 "13 Rv=312# U= NAILED 2.77 � M ;0 r s O T r T to 3X4 5 , 5 " J �+-- 1'5 "1 i 92# Rv =523# U =298# W =8 "11 Rv =123# U =12# NAILED •• �•� • • MQRRIS R.'SHASHOUA, P.E. • • • • t9a8iNW 112 AVENUE • ••; : :Ct SftNGS, FL33071 ••� ••� •�� • FL REG. N0� 19554 & )ESC. = HJ5 SEQ = 32709 'LT. TYP: WAVE FBC/TPl20W(STD) Cg1RT=1.00(1.25u1o(0) QTY =1 TOTAL =1 REV. 7.38.0810.03 SCALE = 1.0000 REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND • • • BRACING. REFER TO SCSI (BULLDING COMPONENT SAFETY INFORMATION�. PU{39U8HED BYTPI ('�'R PLATE • • • • • • TC LL 30.Opsf REF INSTITUTE, 218 NORTH U STR., SUITE 312, ALEXANDRIA, VA 22314) AND N?CA(WOOD TRUSS COUNCIL • • • • • • • OF AMERICA e3oo ENTERPR�E W, MADLSON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMIN® • • • • • • • TC DL 15.0psf DATE 01 -14 -2008 THESE FUNCT'K)N3. UNLESS OTHERWISE rATED, OP CHORD SHALL HAVE PROPERLY ATTACHED mutt 1 • • • • • G n PANELS AND80rrOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILING. • • • • • . ag �IMIPQRIA COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED • 10 • • • • • • • BC DL .Opsf DRW G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • • MILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING & BC LL 0.0pSf BA Kw BRACING DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No$ (NAONA gjOF TRUSSES. (NATIONAL DESIGN SPEC. kas 4 ( KM SS LIA A CON K. P I E T FACH FEE o TRU�3S UNLE� ER E LOCATED • • • • • • • : TOT.LD. 55.Opsf O/A LEN. 50501 ro t7asswr3 FmR ()4657429 ON POSmONPERDRAWWtiS180ALANY6dSPECTWNOFPtATE3FOLLOWEDBY (1)SHALL ••• • • • • • • 1.33 JOB #- 13065 BE PER ANNEX A30F TP11- 20023EC. 3. ASEAL ON lHI3 DRAWING INDICAIT - -�S ACCEPTANCE OF • • • • • • • • • DUR.FAC. PROFESSIONAL ENGINEERING RESPON3166.ITY SOLELY FOR THE TRUSS COMPONENT OE3KiN SHOWN .THE • • • • •• •• • sU DESI6 ER,N�ISUT SECC2 MPONENr FOR ANY BUILDINGSTHE REPONSBIUrYOF THE BUILD4J0 • �•. •• • • ••• • • SPACING 24.0" TYPE HIP JACK S TE P D O TATN Qg--ROR�-`SET #2 HIP OR COMMON TRUSS 11 Yd 1�1 2 TYP # HIP TRUSS [TOP CHORD 2X4 SO. PINE 2 N, SEE TABLE BELOW FOR WPJACNK X4DE BOT CHORD 2X4 SO. PINE 2X4 S0. PINE 3 N ••• ••; . ••� ••. : ••' 7 • J5 • • HIPJACK TOP CHORD LUMBER :•• • MAX NORMAL MAX HIPJACK SOFFIT WEIGHT 5 J3 OVERHANG OVERHANG •QORNER SET LENGTH * ** LENGTH * ** 2 PSF j:O.PSF ••• ;' • SETBACK 3' 1 - 06 - 00 2 - 01 - 07 #2 N • • • • :7' 0" 0 J1 1 -09 -00 2 -05 -11 #2 2•D OR• • 1' 2 -00 -00 1 2 -09 -15 #1 •• 2' I5E E J1 J3 J5 J7 J7 J7 J7 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. J UPLIFT: 350# 200# BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED =110 (100) MPH. MEAN HGT =17.5 (30.0) FT. ENCLOSED. (SBC) 3' 5' 7' 2' TYP. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 580# 430# + ++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BRG LOC: + ++ BOTTOM OF VERTICAL. USE W3X4 AT TOP UPLIFT .BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND OF VERTICAL AND DIAGONAL WEB. SPEED =120 MPH. MEAN HGT =22.6 FT. ENCLOSED. (SBC) * (2) 16d TOENAILS J1 J3 HJ :# (3) 16d TOENAILS J5 ## ** J7 3.40 12 1 1 2.12 12 WU4 BOO'* 42� t W2Xd W2X5 �� -- t O W3X4 ** OR I 1 3 5- 7— l I #s# 9 -10 -13 OVER 2 SUPPORTS 1 ft�483 #. W =3.50" R =852 #, Ws3.50 END AND CORNER JACKS HIPJACK 'PHIS DRAWING REPLACE DRAWING HC11795029 ; WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND MORRIS A. SHAS� -IOUA, t�.D. TC LL 30 MAX PSF REF 7� STBK CS BRACING. REFER TO SCSI 1 -03 (BUILDING COMPOENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D•ONOFRIO DR., SUITE M. MADISOBN, WL 53719) AND WTCA (WOOD TRUSS COUNCIL 0908 N1111. 112711 AVENUE OF AMERICA, 6300 ENTERPRISE LN, MADISON, VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING -11 33011 TC DL 15 MAX PSF DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED• TON' CHORD SHALL HAVE PROPERLY ATTACHED CORAL Gam° h STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 954 - 153 -198sS BC DL 10 PSF DRWG CS7SBK3A1103 .r - — ' PO -- IMRTANT -- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC ., SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESWN1 ANY FAILURE TO BC LL 0 PSF -ENG SJP /KAR BUILD INC TRUSS IN CONFORMANCE WITH TPI) DR FABRICATING, HANDLING. SHIPPING. INSTALLI4 L BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS 0"TIONAL DESIGN SPEC, Ph • (934) 49t -3310 r.. (934) 491 -H231 BY AFLPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20 /18 /L6GA (WHIM) ASTN AM GRADE TOT. LD. 55 MAX PSF 4QAA (V,K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA -L ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL SE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A'SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF DUR. FAC. 1.33 PRO ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO(POENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1� SEC. 2 PL. R-C%, -IS554 4 E55251 SPACING SEE ABOVE • S T P D a Y Y l V 00.Q E• R. SET #�2 HIP OR COMMON TRU: TOP CHORD 2X6 SO. PINE 2 N, 11' JACK (J11) IS 2X6 SO.�PINF, ##2 DENSE 2' TYP ##1 HIP TRUSS BOT CHORD 2X4 SO. PINE 2 . ••• • • • • BOT CHORD (ALTERNATE LOADING, * * *) '2 9, * SO. 14INf X42 DI • • *•. f 2' WEBS 2X4 SO. PINE ##3 0 • 0* 39 PROVIDE UPLIFT CONNECTIONS AT BE.&R;N %J S WidATED. 2 , UPLIFT: 750## J7 BAG LOC: 0'0" IIPJACK) 0'0" (END & CNR. JKS.) UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD WIIjD . ;•• . *• SPEED =110 MPH. MEAN HGT =20.0 FT. WtLbSED •($B�)•• •• CORNER SET 2 J5 + (2) 16d TOENAILS • �• ; . . n •• •.* S ETBAC K 2' •• * ' Q * (3) 16d TOENAILS ++ (4) 16d TOENAILS 2' J1 ** PROVIDE CONNECTION FOR 725## UPLIFT AND 1250## 1' JJ1I DOWNWARD. SIMPSON THJA26 MAY BE USED IF ##1 HIP fJ3 J5 J7 J9 f11 R HAS A MINIMUM 2X6 S0. PINE BOTTOM CHORD. 2 HJ (A) 1X4 "T" BRACE, 80% LENGTH OF WEB MEMBER, SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS 0 6" O.C. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 1 2 T 2 ' 2' � 2 212 TYP . J1 ++ HJ J3 J5 * 2.83 12 J7 * 4 0 J9 4.00 12 W4X5 Jl l s 50 + W7X6 SPIKE ALTERNATE LOADING * ** + W1.5X3 NON -SPLICE . + (A) TCDL 7 PSF W2X4 W6X4 W2x7 BCDL 10 PSF ** TOT.LD. 37 PSF + + + + + + W3X4 .- --a /t• DUR.FAC. 1.25 I I I I I I 1 ( I I 2' 1' 3' 5 7 9' I 11' 1 �2 -g_1g 15 -06 -11 OVER 2 SUPPORTS R =811 #, W =3.50" R =1384 #, W =3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLA DRAWING HC24492001 --VARNINGa TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND 1"IORFt1v A. SNA$NOUA, P.E. TC LL 30 PSF REF 11' STBK C BRACING. REFER TO SCSI 1 -03 (HUIL.DING COMPONENT SAFETY INFDRNATICN), PUBLISHED BY TPI <TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) AND VTCA (WOOD TRUSS COUNCIL 1W8 NZ. 112714 AVENUE Of AMERICA 6300 ENTERPRISE UN, MADISON, VI 53719) FDR SAFETY PRACTICES PRIOR TO PERFORMING CO� SPRINGS r 33011 TC DL 15 PSF DATE 11/26/03 THESE FU CTIOh- UNLESS OTHERWISE INDICATED, TOP CHORD SHAU. HAVE PROPERLY ATTACHED c+ STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CED LNG �� -� 53 -1988 BC DL 10 PSF DRWG CS11SBKA11 N PRODIICTS SHALL NOT BE RESPONSIBLE I FOR T ANY DEVIATION FROM THIS DESIGNI ANY FAILURE E TO BUILD THE TRUSS IN CQi"ORMANCE WITH TPII OR FABRICATING. HANMMO. SHOPPING. INSTALLING " BC 0 PSF -ENO SJP /KAR .- BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, Ph • (9641 491 - 3310 P.. 15$4) 491 - H031 BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (V.H/S/IU ASTM A653 GRADE TOT. LD. 55 PSF 40160 (V.X/)N,S) GALV. STEEL. APPLY PLATES TO EACH FACE IF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-L ANY ON O' INSPECTI PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 13F EE. F TPI 1 -2002 S 3. A SEAL [IN THIS DRAWING INDICATES ACCEPTANCE GF OUR. FAC. 1.33 Z PROFE AL. SSION ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE DESIGNER, PER AN I SEG COMPONENT FUR BUILDING IS THE RESPONSIBILITY OF THE BUILDING FL REG AI8554 4 E'55251 SPACING SEE ABOVE GE fi 4 -8d NAILS OR 3 -1(od NAILS �f 2 -8d NAILS OR 2 -1 &d NAILS CORNER JACK * END JACKS * � TYPICAL • 0Q 0000 . •• 0 ;'• r �/ 0000 -• •0000 00. , .d • • s • + �l 0000 • l�'7 ••• • END JACKS ••• ' 00 00 0000. 00 00. COMMON JACKS ••••' •• •" 11 L • PARTIAL PLACEHENT' RL -AN FOR OVERHANGS OVER 24" ATTACH 2x4x3' -4" SCAB TO ONE 45' DOUBLE BEVEL CUT AT THE END OF TOP FACE WITH 126 NAILS 4 " O.C. AND BOTTOM CHORDS 3 -1(od NAILS 7 -0 -14 CORNER JACK a 3 NOTE TH15 DESIGN HAS BEEN CHECKED FOR MORRIS A. SHASHOUA, P.E. 140 MPH WIND LOAD, 1908 N.W. 112TH AVENUE FOR PLATES, REACTIONS, d UPLIFTS REFER TO CORAL SPRINGS, FL. 33011 SEPARATE ENGINEERING SHEETS. 954 -�53 -1988 MINIMUM GRADE OF LUMBER TPI -95 CRIT. T.G. REFER TO SEPARATE ASCEI -98 / FBC2001 B.C. ENGINEERING DWG.5 5TR. INC.: 33io WEBS REP. STRESS - NO LOADING (PSF) to m, an __ L p -� STANEDA GA5LE ENE) DETAIL DIAGONAL OR L- BRACING TRUSSES a 24" O.C. REFER TO TABLE BELOW 5 /,S" PLYWOOD SHEATHING 2x4 LATERAL BRACING AS * * REQUIRED. A A END WALL CONTINUOUS BEARING FURRIN "$TRIP SPAN TO MATCH COMMON TRU55 TYPICAL 2x4 L -BRACE NAILED TO LATERAL BRACING NA1L1 6 SGME ©ULE' • 2x4 VERTICALS W /Sd NAILS, 8" O.G. VERTICAL HEIGHT # NA1. -AT EAC14 ' VERTICAL STUD UP TO 1'-0" •••1 *: lid..' % ' ' :• 1 1 -0" - 8' -Co" ..3•• lead ..:• SECTION A -A OVER 8' -(o • 4 ' Ind..•.' ; MAXIMUM fUM VERTICAL. STUD HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5 -1-2 14 -3 -12 10-4 7 14 16 INCH O.G. 5 -1 -0 .12 -4 -12 24 INCH O.G. 4 -5 -4 10 -1 -1 1, VERT. HAD BEEN CHECKED FOR 140 MPH WIND LOAD. MEAN WALL HEIGHT OF 15 FT. AND L/240 DEFL: CRIT. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. D 4 4. BRACING SHOWN 15 FOR INDIVIDUAL TRU55 ONLY, CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMOPRARY AND PERMANENT BRACING OF ROOF SYSTEM MORRIS A. 5HA5HOUA, P.E. FOR PLATES, REACTIONS, t UPLIF5 REFER TO OR N.W. 112TH AVENUE C 5EPARATE ENGINEERING SHEETS. ORAL SPRINGS, FL. 330 1 954 - 53 -1988 MINIMUM GRADE OF LUMBER TPI -95 CRIT. T,C, REFER TO SEPARATE ASCE - 1-98 l FIBC2001 E3.C. ENGINEERING DUrG.5 STR. INC.: 33% WEBS REP. STRESS : NO .LOADING (P5F) an L ID STAREDAFRED F Y ALLE ED TA 1 L SUPPORTING TRU55E5 SEE NOTE (a) STRAP a 4 8 " O.C. SEE NOTE (c) SUPPORTING TRU55E5 6 24' O.G. MAX. 11 I N 4-, NOTES : 0.00 (a) PROVIDE CONTINUOUS BR,4GiNC-eON R�IOALS.•• • OVER 6' - ". CONNECT BRAS*16 TO vET 000 • 0 VALLEY VALLEY W /2 -8d NAILS AND BRACINCsT BE TI IP ; TRUSSES AREA TO A FIXED POINT AT EACH € :•• • •0.0 (b) MAX. SPACING FOR VERTICA}•$TUDS •= 8;;�" •�� • ON TRUSSES WITH SPANS 0VOR-11' -0 "-THE ; ••• VERTICAL SHOULD BE SPAGR AIAT MAX. 0 (c) CONN. FOR WIND UPLIFT W/Mik,64;•/ # " , •• ••• P oe 16 GAUGE TWIST STRAP 4'.0" INTER1�,a� � ••0• ; PARTIAL PLACEMENT PLAN W 14 -10d NAILS EACH SIDE OF STRAP. •0 • MAX. 146 MPH WIND SPEED. 1070"' MA)C WALL HEIG=HT. SUPPORTING TRUSS VALLEY TRUSSES 24 O.C. MAX. ro" WEDGE NAILED TO TRUSS W /2 -8d TOE NAILS NOTE : PLYWOOD SHEATHING MAY OR BEVEL CUT E30TTOM CHORD OF VALLEY TRUSS. BE EXTENDED BELOW VALLEY _ TRUSSES. PROVIDE OPENING FOR STRAPS TO CONNECT TO TRUSSES BELOW. 1 ""' MORRIS A. 5HA5HOUA, P.E. 1908 N.W. 112TH AVENUE FOR PLATES, REACTIONS, 4 UPLIF5 REFER TO CORAL SPRINGS, FL. 33011 SEPARATE ENGINEERING SHEETS. gSq -`153 -1988 MINIMUM GRADE OF LUMBER TPI -95 GRIT. T.G. REFER TO SEPARATE ASCEI -98 / F5C2001 E 3.C. ENGINEERING DUJCz.S STR. INC.: 33% UJEBS REP. STRESS : NO LOADING (PSF) L D TOP CHORD 2X4 #2 OR BETTER • • i •i 'IYBACK DETAIL HOT CHORD 2X4 #2 OR BETTER • •�• • • WEBS 2X4 #3 OR BETTER • IN LIEU OF TRULOX CONNECTORS ALPINE 62PB SPECIAL SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. PIG C4 CONNECTORS MAY Bk USED. SHOP APPLY JOINT • *90 TOO D •POBiTION, FIELD ATTAL' TO MATING TRUSS TYPE SPACE PIGGYBACK VERTICALS AT 4' OC MAX. • ••• • • 0 ) 0l1Z0" X 0.375" NAIISI` H MINIMUM EACH FACE. 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STA20CRED•90 THAT ONZ y IS NOT DIRECTLY OVER ANOTHER. ••• : 00• • 4) 8d COMMON NAILS (0.131"X2.5 ") A 2X4 2.5X4 2.5X4 3X3 PIGGYBACK BOTTOM CHORD MAY HE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 • I'. 8" X 1/2" RATED SHEATHING GUSSETS (EACH ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF P"YBAOK •' • **' • • AGE) MAY HE USED IN LIEU OF TRULOX PLATES, 13 SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, P S • • • �• ATTA�H WITH (8) 8d COMMON NAILS PER GUSSET, C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPP0%TI a•• • CAP BC AND (4) IN BASE TRUSS FLAT TC. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRE$.PUT " SPAGINC. ' ' D 5X4 5X5 5X5 5X8 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 120 MPH WIND, 30' MEAN HGT. ASCE 7 -93, CLOSED BLDG, 140 MPH WIND, 30' MEAN HGT, ASCE. 7 -98, CLOSED 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL-5 PSF, WIND BC DL =5 PSF WIND TC DL -5 PSF, WIND BC DL =5 PSF 130 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.37b" NAIL ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMB WIND TC DL =5 PSF. WIND BC DL =5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRUI FRONT FACE (E,# ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAT( SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART A E Ep A E E WEB LENGTH REQUIRED BRACING A Erl E E A E E 0 TO 7V NO BRACI Li 1x4 T BRACE. SAME GRADE, SPECIES A 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER. AND 80% LENGTH 0 MEMBER. ATTACH WITH 8d NAILS AT 4" ( 2x4 BRACE. SAME GRADE, SPECIES A 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH 0. B MEMBER. ATTACH WITH 16d NAILS AT 4" EITHER PLATE OPTIONAL �, ,/� C LOCATION IS SPLICE B�3 ACCEPTAB p B _S C C * PIGGYBACK SPECIAL PLATE B C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF 2' C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH I TYP ( B PIG P PIGGYBACK SPECIAL PLATE TO L C EACH TRUSS ACE AND i I = g SPACE 4' OC OR LESS. C B t c {/ �] B G 0 0 0 0 0 0 0 0 0 0 0 0 —TYP. C 0 19 r 12 * C 00 o o a o o 0 0 0 0 MAX A 8 1/4" *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. DRAWING REPLACES DRAWINGS 634,016 634,017 & I BRACING. REFER 70 BCSII 1-03 < BUILDING CGMPDNENT INFURMATICN) PUBLISHED BY �TPi�(TR S MAX LOADING REF PIGGYBA( PLATE INSTITUTE. 583 VINDFRI0 BR 00 .. SUITE 2. MADISON. WI. 33719) AND VTCA WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. VI W719) FOR SAFETY PRACTICES PRIOR TO PERFORMING 55 PSF AT DATE 11/28/0: THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED COV >L STRUCTURAL PANELS AND BOTTUM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1.33 DUR. FAC. DRWG PIGBACKI .'. / PRODUCTS I INC., SHALL NOT BE RESPONSIBLE DESIGN FFOR AANY IW F� TH DESIGNi ANY ENGINEERED PRODUCTS, 50 PSF AT KAR A tLI),TL BUILD THE TRUSS IN CONFORMANCE WITH TPI! OR FABRICATING, HANDLING, SHIPPING, INSTALLING L —ENG DI,J / BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS IF NDS MATIU AL DESIGN SPEC 1.25 DUR. FAC. x, •.n.t .q;.,. e;.� c,,,, ; �a ., A9;_A'.J t BY AFLPA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20 /18/16GA <V.H/SM ASTM A653 GRAD 40/60 (Vx/ H.S> GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, MESS OYHERVISE LOCATEL 47 PSF AT ON THIS DESIGN, POSITION PER DRAWINGS 160A ^L ANY INSPECTION Is' PLATES FOLLOWED BY «) SHALL 1.15 OUR. FAC. BE PER ANNEX A3 IF TPI 12002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING SPACING 24.0" DESIGNER, PER ANSI /TPI I SEC. 2. F I G�5AC< CONNECTION DE TH15 DE51GN 15 NOT REQUIRED TO LINE UP WITH TH15 DESIGN MUST LINE UP WITH TRU55 BELOW TRU55 BELOW. GODS APPROVED STRAP. 8 "x8 "x5/8" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES WITH 8 -&d NAILS 5 SEE CHART � \r1\:::: PIGGYBACK TRUSS �� ,�� P 2x4 PURLINS AT 24" O.C. G . STRUCTURAL TRUSS BELOW P1C�GYBA��i�•TRU&�; e •• see*e 2x4 PU'LINS AT 24" OiG�••: 15t PURL IN OFFSET CHART •• ' PITCH 3 4 5 6 -( 8 STRUCTURAL:,-;RU5'S !S�LO1.W:e OFFSET I -9 -1 1 -4 -5 1 -1 -5 0 -I1 -5 0 -9 -15 0 -8 -15 •••••' •' •••• •. PI TCH 3.5 4.5 5.5 6.5 1 8.5 'e ' OFFSET 1 -6 -8 1 -2- 101 -0 -3 0 -10 -10 0 -9 - 0 -8 -9 "'•" ...• '••' ' • • ELEVATED D 5(C:;N FL U6H DE '. ... •: •� e I TRU55 ERECTOR 15 RESPONSIBLE FOR FURNISHING E INSTALLING BRACE MATERIAL. 2 BUILDER MUST PROVIDE TOP CHORD PURLIN5 AT 24" O.G. TO REPLACE PLYWOOD SHEATHING DIAPHRAM MISSING BETWEEN PIGGYBACK d SUPPORTING TRUSS. 3 _THIS DESIGN IS Va1.ID FOR WIND SPEEDS. UP TO 140 MPH, A SHAPE FACTOR UP_ TO 1.1, AND A MEAN HEIGHT UP TO.30' -0" i - 4 THIS DETAIL I5 FOR BRACING INF ORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDITIONS, 4 PLATING INFORMATION 5 ATTACH PURLINS TO STRUCTURAL TRUSS WITH 2 -16d NAILS AT EACH *INTERSECTION. BRACE VERTICAL5 LONGER THAN 48" WITH Ix4's AT HALF POINTS CONNECTED WITH 2 -10d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. 6 THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL PI6GYBACK. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "NIB -91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. S b? + I" WIDE 22 GAUGE STRAP a 48" O.C. BY BUILDER MORRIS A. SHASHOUA, P.E. LENGTH AS REQUIRED. ATTACH W /10 -10d NAILS. 1908 N 112TH AVENUE CORAL SPRINGS, FL. 33011 954 - -1988 MINIMUM GRADE OF LUMBER TPI -95 GRIT. T REFER TO SEPARATE 45CEI -98 / F5C2001 B• ENGINEERING DWG.5 5TR. INC.: 33% WE55 REP. STRESS : NO LOADING ^ (PSF) — �,�� L D • ANCHORAt I,iNh s AFFT RAINT 0`F LATERAL BRACING THIS IS A DANGERCU� CJ0NDjTJQN ;•; �•• 'THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE • ; • • • • • • • ; ; ; CONTINUOUS LATERAL BRACING (CLH -MD. WHEN ANCHORAGE SHEATHING • • • • •F r(s 1• • IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL COMPRESSION WEBS. TO PREVENT THIS BRACE RESTRAINT (DBR - MEMBERS ARE 2X4 S, BEFORE AND AFTER /' F�TLU$ &• (� 0 THE ENDS OF WHICH ARE ATTACHED TO TOP &BOTTOM BUCKLING. •• ; • . • • • • N•THE CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO 1 ! ! 1 ! ! • • • • 1'�TG! THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME • ; ; • •• • • NAILING SHOWN IN FIG. 3A. I 1 11 11 CONTINUOUS LATER BRACING USE METHOD SHOWN IN 1 f f (CLB) MAINTAINS SPACING. BUT t 1 1 PERMITS LATERAL BUCKLING FIG. 2, 3A k 3H, OR OF ALL WEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFIED 'BY PROFESSIONAL FIG. 3B BEARING FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 FIG. 3A EXAMPLE TRUSSES ANCHORAGE BY BUILDING DESIGNER DIAGONAL BRACE RESTRAINT (DBR) (OTHER ANCHORAGE PROVISIONS WITHIN THE UNIT (3A & 38) FOR OTHER TYPES OF WALLS). X. SHEATHING - SHEATHING b X. COMPRESSION WEB. ANCHORAGE (BY BUILDING SLOPING OR VERTICAL DESIGNER) INTO SOLID END < OR WEB NEEDING m APPROX WALL - RESTRAINS LATERAL BRACING. U BRACING, THEREBY PREVENTING WEB BUCKLING. CLB CLB COMPRESSION WEB > 2X4 #3 OR STUD GRADE DBR NAILED CEUMG TO OPPOSITE SWE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT CEWG J INTERVALS TO RESIST LATERAL MOVEMENT. DBR MAY TRAVERSE MORE THAN TWO ATTACH TO WEBS WITH (2) 16d TRUSSES, DEPENDING ON TRUSS HEIGHT. (0.182703.5`) COMMON NAIIS. -- VARNMG -- TRUSSES REWIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND MORRIS ik $W 451 MA, P.E. REF BRACE RESM BRACINrx PLATE INSTITUTE 583 583�D 40FRID MMADISON.TWL 3719) AND (WOODTRU TRUSS ( TRUSS COUNCIL Imo$ I�.lu� tIYTN AVENUE OF AMERICA 6300. ENTERPRISE LN, MADISON VI 53719) FIN! SAFETY PRACTICES PRIOR TO PERFORMING GOR,gL gpRlg, FL. 33011 :ATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 09 11 STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 954 -'153 -MW IRWG BRCLBANC11 j ,,,.,1,? /� �•' - .''• -- -- IMPORTANT -- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED � KGF /KAR PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIO F ROM THIS DESIGN] ANY FAILURE TO OR A {L4'r'U'�'� B UILD O DE WI AAPPLICAMS PROVISIONS OF NDS (NAI IIONAL� I DE M S G IGN SPEC. ' BY AF4PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 80/18/L6GA <W,H/S/10 ASTM A653 GRADE Fri �(334) 49I_33i0 Fax !9541491 - 8737 40/60 <V,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE 1F TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -'ZM SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THI RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI I SEC. z. PL. RECD. -19554 4 E55251 • :.t o � • CRI: k0i IBI�ACE SUBSTITUTION ' • • 4, T- BRACING ••• 4, • THIS DETAIL IS TO BE USED WHEN CONTINUUU� LA TE�tA� BL�ACIIQG.(CLB}• • ' OR • IS SPECIFIED ON AN ALPINE TRUSS DESIGN k; AVOALTERIiI ){ TIVH IFEB ' •' • L- BRACING: BRACING METHOD IS DESIRED. ' • 0 060 ' • • • APPLY TO EITHER SIDE OF WEB T OR •• ••• NARROW FACE L -BRACE NOTES: ' •• • • : i • • • • i BRACEHI WITH IN 8 % OF " WEB •• i t • •• •• •• MEMBER'LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T- BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. T -BRACE L -BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1 -2X4 2X3 OR 2X4 2 ROWS 2X6 2 -2X4 2X6 1 ROW 2x4 1 -2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2- 2X4( *) 2X8 1 ROW 2X6 1 -2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2- 2X6( *) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR .128 "a3" GUN SCAB BRACE NAILS AT 6" O.C. BRACE IS A MINIMUM T- BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE 60% OF WEB MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. { *) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579 •.VARNM-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND TIC LL PSF REF CLB SU$ST. BRACING. REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONGFRIO DR., SUITE 200, NADI", VL 33719) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON. VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING .. TC DL PSF DATE 11/26/03 , THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CHORD SHALL HAVE PRCPERLY ATTACHED OD2 >R STRUCTURAL PANELS AND BOTYGN CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL PSF DRWG BRCLBSUB r XrIMPORTANTo FURNISH COPY OF THIS DESIGN TO INSTALLATION - UNTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE. TO - BC LL PSF -ENO MLH /I{AR ptLa BUILD THE TRUSS IN CONFORMANCE WITH TPIM 17R FABRICATING, HANDLING, SHIPPING, INSTALLING L BRACING [IF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 13' NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20 /I8/I6GA (V,H/S/X) ASTH AM GRADE TOT. LD. PSF P+, (-554)4W-5510 Pax (954) 491 -6251 40/60 (VX /H,S) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAVINGS 16DA -Z ANY INSPECTION OF PLATES FOLLOVED BY (1) SHALL BE PER ANNEX A3 OF TPI I -2002 SEC. 3. A SEAL ON THIS DRAVO:G INDICATES ACCEPTANCE OF OUR. FAC. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON N. ENT DESIGN SHOW THE �,T SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING D SPACING DESIGNER, PER ANSI /TPI I SEC. 2. • .. •• ; 0 . 0 0 THIS DRAWING SPECIFIES REPAIRS FOR I TRIISZC W URAC$E14OR BROKEN WEBS. • • ••• • • • • THIS DESIGN .IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 #3, STUD, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE THAN 1 CRAC OR BREAK PER WEB AND 2 CRACKED OR BROKEN -fEBS, PER Q �'4 T%UVS ARFr LL' ED. CRACKED OR BROKEN WE B CONTACT THE TRUSS MANUFACTURER F014 Mq VEP R9,•�HAt; IYJ •N�T COMPLY WITH THIS DETAIL. 0 0 0 0 • •• • • •• • • ••• ;.• ••• - • REPAIR DETAIL (B) = DAMAGED AREA, 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK IN WEB. •• ; • • • s • •• 0 (S) = (2) 2X4 SCABS, SAME GRADE, SPECIIlS 1�'3 ;WtE: AIMB5R. ANIMUM LENGTH OF SCAB MUST BE THE GREA'�'n2 •OP: • ; i ••• •• 1. 68" + LENGTH OF DAMAGED•AREA (B), MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA. OR 2. 80% OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON NAILS SPACED 4" OC STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING 34" MIN INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. B 10d COMMON (0.148" x 3 ") NAILS: 34" MIN DOUBLE ROW, STAGGERED S 4" OC + BACK FACE TYPICAL 0 = FRONT FACE I STAGGER +T 0 + 0 + o + O + 0 +10 + 0 + 0 + 0 2X4 #3, STUD, OR STANDARD 1 " WEB ONLY, ANY SPECIES NAIL SPACING DETAIL TRUSS REPAIR MoRRts A sNASNOt1A t=�. REF WE REPAIR DAMAGED TRUSSES CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF tea rlw. narH averlu>= ATE 11/26/03 SS MUST BE CA CgRAL evP�aW FL 3-4011 DAMAGE AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION �s h IS TO SCRAP THE DAMAGED TRUSSES AND REBUILD. INTERNA W OOD FIBER DAMAGE 854''753'1°.88 $RWG REFWEBSCII Cri DETECTED. T R IT IS T14AT TRUSS�FABRICATOR BE R CONTRACTOR CONSIDER THE CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO Z ENG MLH/KAR REPAIR OR REBUILD. �'99t)49•3330 Fax lgpl)49•E�3'1 REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A �� l QUALIFIED THIRD PARTY INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. rL. RECs, MIJ534 I gg5 ;51 s o- !'50 �IIQIRD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24'' 66 SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. . OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AToOOTH .•• 4 ENDS TO A SUITABLE SUPPORT BY ERE0TI0Z?.pONi4CNR.. • . ++ ++ 2X4 SO. PINE # N OR SPF #1 / #2;FZLL34 TOP,`CHORb. •.` `•� 12 t + ++ 2X4 SO. PINE #3 OR SPF #1/ #2 VERI;CXL WEBS SPACED PIGGYBACK PLATE '• *�� 48" OC MAXIMUM. OR ; 3X6 TRULOX 4 •• t ' 8/12 MAXIMUM PITCH. •• & 0 .`• i •'� `. " 2X8.25 PIGGYBACK SPECIAL PLATE. SEE' WMN6 $I;%dkB0699' FOR PIGGYBACK SPECIAL PLATE INFORMATIOV- ; ; • • • "` " ... 6 -0 -0 TYP. * *• *•' 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4. + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120 ")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 16OTL FOR NAILING AND TRULOX PLATE REQUIREMENTS. TOP CHORD FILLER DETAIL 4 EXTENDED TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 tt + ++ 6 -0 -0 +'Y+P+ 6-0-0 T TYP. ' ** * t t 4 4 + + t t 4 T THIS DRAWING REPLACES DRAWING 884 -- WARNING -- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDING, SHIPPING. INSTALLING AND MORRIS A. SHA5HOUA, PE. TC LL MAX 30 PSF REF TC- FILLER BRACING. REFER TO SCSI 1 -03 (BUILDING COMPONENT SAFETY INFORKATION), PUBLISHED BY TPI (TRUSS IBS I14SN AVENUE PLATE INSTITUTE, 383 ENTERPRISE ON, RIT DR.. SUITE 200, d F13 PRIOR 33719) AND WTCA (WOOD TRUSS MNC0.' C:ot� SPRiwxa FL. 33m TC DL MAX 15 PSF DATE 11/26/03 OF AMERICA. 6300 ENTERPRISE lN. MADIS VI 337t9) 7t% F(7t SAFETY PRACTICES PRI TO PERFORMING RNAIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TIP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BUTTON CHORD SHALL HAVE A PAUPERLY ATTACHED RIGID CEILING. '55 -lW$ BC DL MAX 10 PSF DRWG TCFILLERll --IMPORTANT-. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED ' - -- . PNUDUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BC LL 0 PSF -ENG SJP /KAR 'eC BUILD THE TRUSS IN CUNFDWANCE WITH TPII OR FABRICATING. HANDLING, SHIPPING, INSTALLING L AtLd BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, - ` '- BY AFLPA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20118116CA (V,H/S/IU ASTM A633 GRADE TOT. LD. MAX 55 PSF 491 - 3312) Fe 15641 4W -0731 40/60 (WA/H.S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-L ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL w HE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF DUR. FAO. 1.15 0R 1.33 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS YHE RESPONSIBILITY OF THE BUILDING SPACING 24.0 DESIGNER, PER ANSI /TPI I SEC E. FL. REG, 0 M554 4.E55251 tbT- .TS;V -. C�iDRD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF F4,LEi?R• ••• .•• MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. • 2. APPLY NEW 2X4 STUD GRADE OIL j TjtIZ V�RT�M : •' + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND iaivEl63Ym;o) ' • REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0' OR LARGER, (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAJLSj.TO••• ••• ++ FIELD APPLIED FILLER. EACH END OF VERTICAL. •• :: • • • • • •. ••� ; ;.' • ; ' 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3. CAREFULLY REMOVE EFFECTED CONNtETQIZ I'ILKTis: ••' •• ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING. I II 1 i I I • BC • • + ++ r 4' 0" OC MAX. i LENGTH T� O TRIM FILLER FIELD APPLIED FILLER MUST BE 5PF #3 OR BETTER. EXISTING FILLER REPLACES DRAWING 962,7 ' •RACING. REFER TRUSSES REQUIRE EXTREME CARE IN S AF E ATINX., HANDLING, SHIPPING. INSTALLING AND BRACING. TO BCSI 1-03 (BUILDING COMPONENT T SAFETY INFOW1ATON ), PUBLISHED BY tPI (TRUSS MORRIS A. SNASNOUA, P.E. REF BC FILLER R PLATE INSTITUTE. 383 DTNOFRAI DR., SUITE 200. MADISON. VI. 33719) AND VTCA (WOOD TRUSS COUNCIL 1 N.U. 112TW AVENUE Or AMERICA, 630 ON 0 ENTERPRISE LN. MADIS, VI 33719) FOR SAFETY PRACTICES PRIOR TO PERFORMING CORAL 5PRING5, PL 330 ,DATE 11/26/03 TtESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED G h STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 954.753 -19$8 �7RWG REPBCFIL110 - -IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ;ENG MLH /KAR PRGDICTS, INC.. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN? ANY FAILURE TO ALLa' " 1 ' BUILD THE TRUSS IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING. INSTALLING L BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL. DESIGN SPEC, Fi. 491 -337* Fan(9[.4)491 -873'1 BY AFLPA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (V,H /S/X) ASTN A633 GRADE 40/60 (V,R/H.S) GALV. STEEL APPLY PLATES TO EACH FACE GF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 1 BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE DESIGNER TPER ANSI /TPI T HIS SEC. 2 C OMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING I FL. REG '13554 1 E5$251 SY42 FIPLe]� e :STIJ- ZeVE; REPAIR DETAIL REFER TO ALPINE ENGINEER'S SEALED DESIGN * FOR * ORTIMI! ' ' TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTUR SPAN, LUMBER, PLATES, AND OTHER INFORMATION. NOT SHOWN ON OR LOCAL BUILDING DEPARTMENT AFTER THE COMPLETION ( THIS DETAIL. REPAIRS TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AN' e • • i�� • • SPECIFICATIONS. * THIS REPAIR ALLOWS FOR A SINGLE SPAN, *4 BFARING, ' • e • ; ; .' * NON— CANTILEVERED, SY42 TRUSS TO BE SHQ$ ?E]:�p A WN.LW • • • • A CHASE OPENING, IF PRESENT, MUST BE LOCATED AT OF 6" FROM ONE OR BOTH ENDS, TRUSSES SHALL SUPPORT A p CENTERLINE OF TRUSS SPAN. TRUSS MAY BE CUT BACK MAXIMUM TRIBUTARY LOAD AREA OF 2' -0" WITH NO OTHER ;; UP TO 6" AT EACH END, UNLESS OTHERWISE SPECIFIED ON UNIFORM OR CONCENTRATED LOADS. •• • • e •• e•. •. ENCINEER'S SEALED DESIGN. • •e• • • e • •• • ** (2) 4x2 #3 FIELD— APPLIED BLOCKS. SCRIBE TO;C1:T;F0R;T:0JJT; FIT. ATTACH TO TRUSS WHERE SHOWN. " ' • • • • ••• •• 1/2" 32/16 RATED SHEATHING * ** REPAIR TRUSS USING 1/2" APA RATED 32/16. OR 3/4" APA MAXIMUM MINIMUM RATED 48/24 SHEATHING (REFER TO CHART) NAILED TO BOTH NEW SPAN DEPTH FACES OF TRUSS. SIZE GUSSETS AS SHOWN. USE 8d BOX (0.113" DIA. x 2.5 ") NAILS IN 1 ROW AT 2" O.C. 35 -01 -00 20" NAIL INTO ALL MEMBERS IN CONTACT WITH GUSSETS. 31 -07 -00 18" 28 -00 -00 16" L-- - - - - -- 24 -04 -00 14" 6" 48" GUSSET LENGTH ` I 20, - 08 - 12" * ** 16 -11 -00 10" r -- - - - - -- 3/4" 48/24 RATED SHEATHING ' MAXIMUM MINIMUM ** NEW SPAN DEPTH DEPTH' i 40 -03 -08 20" 36 -03 -08 18" '' L - - - -- 32 -03 -08 16" k >< 28 -03 -08 14" 1.5" 24 -03 -08 12" NEW SPAN 20 -03 -08 10" ORIGINAL SPAN r_ rr I THIS DRAWING REPLACES DRAWING 1,02f TRUSS REPAIR MORRIS A. SHASHOUA I- .E. TC LL 40 PSF REF STUB SY411 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF OR NLI. PRI A VENU E GOR TC DL 10 PSF DATE 11/26/03 C h DAMAGE AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION C OR AL S PL. 33011 g8r IS TO SCRAP THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE `�` � BC DL 10 PSF DRWG REPSY424U / AND EXCESS CONNECTOR STRESS FROM BENDING OR SHOCK CANNOT BE READILY CONTRACTOR THEREFORE, CONSIDER IT HE CAUSE OF THE DAMAGE IN THEIR DECISION BUILD ER TO BC LL PSF —ENG MLH /KAR REPAIR OR REBUILD. l99d) Fi+ � 481 -3310 Fax (�) 4 %.W3, TOT. LD. 60 PSF SR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE /� TRUS �� TRUSS REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A � \ QUALIFIED THIRD PARTY INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE DUR. FAC, 1.00 EXTENT OF ANY FURTHER DAMAGE. IF ANY, AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. FLJREG, °,9554 d EB5251 SPACING 24.0" I SYSTEM 42 RLY •:f'O. i'�Y• :•CQNNECTION DETAILS ... . ..... . FIGURE 1: WEB TRULOX PLATE CONNECTION Y '�E ,4 C N •• CTION NOTES FIGURE 5: SINGLE SHEAR BLOCK WEB TRULOX PLATE CONNECTION "N" & "C " ARE THE REQUIRED NUMBER, OF 0.120" X 1.375 CONNECTION AT CONCENTRATED Lt MAY BE USED WHEN TRUSS IS NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX 2X6 OR 2X8 �t3 OR LOADED WITH UNIFORM LOAD PLATE CONNECTIONS AS SPECIFIED ON 'THE ENGINEER'S SEALED BETTER 3RREAR BLOC AND /OR CONCENTRATED LOADS • DHSIGN RENRENOWC THIS DETAIL. PLACE BLOCK IN KU AT RANDOM OR O.C. SPACINGS: g" a at& 1�QgIED•N44R 0.131" X 2.5" AND CONNECT TO EE • • N OR SQCU11A4( PER M PER 4PLY ',FOR USE WITH TRULOX PLY wri (3) .10d C • • EiS'f�CN C R�ENCING�THI$ D� ON ;THE ENGINEER'S SEALED (0.148" x 3 NAILS. • REFER TO THE ENGINEER'S SEALED DESIGN. FOR' LUMBER, N CLApj AND OTHER INFORMATION NOT SHOWN HERE. • •• ••• •• • 0.1 MAY pE USED IN PLACE OF 10d COMMON (i0. i x•3 N�N COWCTING SHEAR BLOCKS. • ON; OP THESE MB FIG t�M BE USED FOR EACH 2 -PLY TRULOX PLATE APPLIED TO SYSTEM 42 TRUSS. BOTH FACES AT LOCATION OF CONCENTRATED LOADS O 6 FIGURE 3 STACKED CHORD OPTIONAL TIE PLATE ON NEAR MIDSPAN FOR TRUSSES N OR S NARROW FACE OR 10d COMMON WITH ONLY UNIFORM LOAD. TRULOX PLATE CONNECTION (0.148" x 3) NAIL IN WIDE FACE. 4X8 TRULOX FOR P = 2900# MAX. CROSS SECTION DETAIL 8X8 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG 4 CROSS SECTION DETAI VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. 3.5 i 7" LONG MAX I ATTACH WITH (S) 8D COMMON (0.131' x 2 1/2 ") NAILS IN EACH I I I BLOCK SIZE P VERTICAL WEB. P (1) 2x8 150 FIGURE 2: CHORD TRULOX PLATE CONNECTION 2.5� 3 (1) 2x8 200 (2) 2z8 300 CHORD TRULOX PLATES CONNECTION (2) 2z8 350 MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD MEMBER 1 MEMBER 2 -� AND CONCENTRATED LOADS (2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SH SPACED AT 24" O.C. OR LESS. OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CROSS SECTION DETAIL SPARTINGINWITH ER 22,E OFFFSSET�G TRULOX P LA LATE P ROCEDUR E CONCENTRA C O Al C BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION 1.5 "� CROS f A CTION S E NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 3.5' C 9 5.5" SUPPORTING THE CONCENTRATED .0" LOAD PRIOR TO CONNECTING THE 2' a MAX PLIES TOGETHER. BEND NAIL PLATE TYPICAL SPACING _ OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIED. (2) 3X8 TRULOX PLATES TO BE S 6X18 TRULOX PLATE BENT AND APPLIED AS SHOWN. CONCENTRATED LOAD BENT AS SHOWN. 2X8 OR 2X8 #3 OR BETTER SHE. PLATES TO BE POSITIONED MUST BE APPLIED BLOCKS. PLACE BLOCK IN KEYS APPROXIMATELY 1/4" APART FOR DOUBLE STACKED CHORDS TO THIS FACE. AND CONNECT TO EACH PLY WM SPACED AT 2' 6" MAXIMUM USE (2) 3X10 TRULOX PLATES. (3) 10d COMMON (0.148" x 3 ") t O.C. BETWEEN PAIRS. REPLACES DRAWINGS 1,070,978 798517 T620,124 & Tl ""VARNING -o TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING, SNIPPING, INSTALLING AND TC LL PSF REF SY42 CONNE BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 393 DWNOFRIO DR.. SUITE M. !MADISON. VL 33719) AND VTCA (VOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON. VI 337t9) FOR SAFETY PRACTICES. PRIOR TO PERFORMING TC DL PSF DATE 1.1/26/03 G $ THESE FUNCTURM UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM .11 SHAD. HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL PSF DRWG CNSY42PI - FURNISH COPY OF THIS DESIGN TO INSTALLATION CWNTRACTOL ALPINE ENGINEERED PR CTS. INC., SHALL NOT BE RESPONSIBLE FM ANY DEVIATI F�1 THIS DESMNI ANY FAILURE TO A'LLn'�.._' .- • (.. BUILD THE TRUSS IN CONFORMA WIT TPA NI O FA BRICATIN G, H ANDLING, SHIPPING, INSTALLING L BC LL PSF -ENG M LH / MR BRACING [IF I{A F+,'fgs4) 491 -5910 Fa" (964) 49I -6331 BY AFLPA) AND TP S. ALPINE CONNECTOR PLATE$ ARE I MADE OF 2 248/16GA CV H /SAjX) AA653 GRADE TOT. I.D. PSF 40/60 (W.X/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER BRAVO" Z. INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF OUR. FAG. 1.00 PROFESSI@Ul. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING SPACING DESIGNER. PER ANSI /TPI 1 SEC. P. C� YZ T � • j R 4' TOP CHORD 4X2 SP #1 S T.F -01 y `-' A L � TOP CHORD 4X2 SP #i • : : :•: WEBS 4X2 SP #3 : : •:• IHL$.TRUS.,S DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWAR TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SYMM I • • • • • • • ABOUT 55 • • • • • • • 1. }, 0' .FLOOR; LOAD PSF AT 1.00 DURATION 24' MAX 24" M�eX • • • • • • • • • •) N17' Q" aST D WALL (110 PLY) N �� • • • • : 00 • • • • • � 0 • !3" ROOM, SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 OR W =3X4 • i ••• i•• i•• ••• : 2'Q FLOOR LOAD 55 PSF AT 1.00 DURATION W =3X4 MAX• • • •.• �.0" STUD WALL (110 PLF) 17 2" ROOF: SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DUT�ATION, OR 55 PSF AT 1.33 DURATION LENGTH AS REQUIRED DRAG LOADS MUST BE TRANSFERRED AND .CARRIED y OVER CONTINUOUS BEARING !� BY PROPERLY ATTACHED STRUCTURAL PANELS. TOP CHORD 4X2 SP # 1 SYSTEM42 FLOOR! GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR-LOAD-55 PSF AT 1.00 DURATION SYMM I 8'0" STUD WALL (110 PLF) CL 16' 16" 36'0" ,ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, ABOUT MAX MAX OR 47 PSF AT 1.33 DURATION OR f ► 2) 2'0" FLOOR, LOAD 55 PSF AT 1.00 DURATION 1.5X4 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, -3X4 OR �55.PSF AT 1.33 DURATION 1 -6 -0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX, MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR' LOAD . 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF' SPAN' WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37,: 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRI PLATE REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE.STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 65' TUSSES REQUIRE EXTREME CRE IN BRACING, R REFER R TO BCSII 1 (BUILDING C A OMfKWMT A SAFETY NFpRMATf W Br TPPI (TRUSS MORRIs Q swAswoUA, P.E. TC LL 40.0 PSF REF SY42 -FLOOR PLATE INSTITUTE, 583 DMNOFRIO DR.. SUITE 200, MADISON, VL 53719) AND VTCA (WOOD TRUSS COUNCIL 182?5 N,W. 112TH AVENUE THESE AMERICA. 6300 ENTERPRISE LN. MADISON. VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING GoR.AL SPRINGS TG DL 10.0 PSF DATE 11/26/03 , PL. 330 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHARD SHALL HAVE PROPERLY ATTACHED GA STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING T83 -1988 BC DL 5.0 PSF DRWG GBLSY42A1 -- IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC LL O.O PSF —ENG MLH / KAR PRODUCTS, INC„ SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE VITH TPG OR FABRICATING, HNNDLIN,. SHIPPING. INSTALLING L BY AF A) ATRUSSES. PPL ALPPINE�CO E T CONNECTOR PLL.AT MADE OF LQ/18 (V�s AGSM AA6= GRA TOT. LD. 55.0 PSF 1°h f� <) /9t - 997b Pex f95s1 49I -e79? 40/60 (V,K /H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRIAS AND. UNLESS OTHERWISE LOCATED r ON THIS DESIGN, PO TPI TPI PER DRAWINGS 1 ANY DRAWIN INSPECTION OF PLATES FOLLOWED BY SHALL DUR. FAC. 1.00 DI� BE PER ANNEX OF NSI 3. 3. A A SEAL ON THIS G INDICATES ACCEPTANCE F PROFESSIONAL ENGINEERING RESP GINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, K THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING �L...RE�"s, •195S+d �) = BS251 SPACING SEE ABOVE DESIGNER, PER ANSI /TPI 1 SEC. 2. GENERAL NOTES NOTAS GENERALES HAND ERECTION — LEVANTAMIENTO A MANO Trusses are not mark.-�d �n an .a, t d,�ntjf ,c5 truss�s 10 �Llrari alaTcl�c-s d� n-liguri 'r*:11) 3ue 20, the 3171 frN-uencY of oration of tAmp'�r-ri bracing. ide tifique ia f c artio-tres j! Follow the recomrn� f h de manqc, installing and temporar, 'ra- of tr'jsses nstalacio*n v los tr,is3,*s.':ea A[ FQ� Levante re Refer to 8 _ aice f� , 4 q4 los cudnos . Aaai-o Pat"n Connected ;e "rarr.c. Iris Wood Trp5ipti f m-;ra de abed information. Truss Design Drawings ma,, jor Los dibu)CA 0, disek, je 'ios truss�s ;ueo�n aspLcificar Trusses up to 20' - P.�< —T Trusses up to 30' atiIns ')t Ws joralizaaorie d� los arri-mires Permonerites en Iris Trusses haste 20 pies Trusses hasta 30 p Permanent bracing on ies indi,iducsi members. Refer hold ifNumeq V k L K g. U marienj kj.jjLums de I Reinforcemen for more maton All rjt info h �r n wxkrjQ i -w Qn 0 XjX j�y, e F -, information. El HOISTING LEVANTAmrENTO r I ) pa ma Permanent bracing design is tl re -stn de arricistres permarientes son la r del H"Ifj cr trays If po"'I:ctri -,:th the ?r�-t,�:n until tnripGrary btacinq i an( of the Building Designer. Dischador del Edificio. :runs faster— to ni hearing points "ad.- rr*1"" "!! Or's1c:rin -in ii.jiu.j ha iiu.: el The consequAnce.', of mlr"')P•r hartdlin in and bracing may be a of th• strumiic.. )t worse. serious yi mpiry or d:-"Ith. El resultado de ur, mantis. ins tai aion * arrtostr,, Do not lift trusses over 30' by the peal.. . . . . . inadecuadas, Puedx. ,er ]a 1:ajda d. i-1 ?•Iru':turj No [PvanU.1 del pico los trusses de mas de 30 pies. a6n Peer, mu�-.ftos 0 hndo . . . . . Greater than 30' 1 de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO gloves when handling and POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal dent bordes J0' or less afilados. Use guantes y lentes protectores ctiando • • 00 • 00 00* torte Ins empaqu?s. Z. HANDLING MANEJO • 0 0 0 : Approx. 112 --, • • • • • • 4T truss lang* • k ag** - � TR%SESUP PO 30 • Allow no more NO PeM)Ira Ind', Q Use special care in Utifice cuidado *000 • TRMES HASTAlrAqmft6 t han 3 defit: d? J pukgada-, de windy weather cir especial en dial lion for every 10' pan&o rior.-ada, 10 near power line ventosos o cerca de 000*0 • of span. dr.- trams and airports. cables electricos o de i 000000 ac,topuertos. reader ar • • Toe-in Toe•in Spreader bar for Spreader bear 1 /Wo • :00*0: truss bundles Ta line 2J3 truss WhIlh • • • TRUSSES UP TO 60' • • TRUSSES HASTA 60 PIES L ocate Spreader bar AI Ch,--* I,,, i 9 o.0 abow- or sliffback 1 max. prior to movivr intr's 6-- movPIr los' mid height bundl Pick up vertical Lewante de la cu._rrja bundles at the superior los grupos A Avoid fab--ial bnidtng. - Erb;•la fl,--,j6n lati?raf. top chord. vprucales de trusses. Spreader bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING ARRIOSTRE Do not store No almace & Refer to Summary sheet - Truss Install n unbracpd bu ve trusses rt s icalme to S tion and jeffQQu"jLr%jW for more information. upright I Yea el res6men BCSI-82 - Instalaci6n de Trusses 11 y Arriostre TempQral Para mayor infermackin. ONE WEEK OR LESS MORE THAN ONE WEEK Do not walk on unbraced trusses. No camine en trusses suellos. Top Chord Temporary U Locate ground braces for first truss directly S Bracing (TCTLB) b in line with all rows of top chord temporary Bundles stored on the ground for one lateral bracing. week or more should be raised by blocking Coloque los arriostres de tierra Para el at 8' to 10' on center primer truss directamente en iinea con Los paquetes almacpriadris en la tierra por Do not store on No almacene en cads una de las filas de arricistres, laterales 20 una serin n rn o as deben ser elevado, 0 uneven ground. tierra clesigual. temporales de la cuerda superior. con bloques a cada 8 o 10 pies. - 9M well Brac 1:1 U! before erection of (7 For long term storage, cover bundles to Pre- additional trusses. ve nt moisture gain but allow for ventilation. Para Al—n-miprito nnt mavrir riemni-) j'=14s1 JjN4 CA 1qJ 9A t410111 0 1 1:1 4 1 14 1 1 11 1 1 1 BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4X2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q EL ARRIOSTRE EN TRES PLANOS DE TECHO Refer e; KiLll-, maximum lateral brace spacing 5UL 5h�lt 10'o.c. for 3 chords for 31:,17r�;� i�c; 4, _Et�j�ranL-and A �' 15 o,c. for 4%2 chords Diagonal braces es Pj'r1i!cdu:f 3x2 4 2. permanftat—arumg every 15 truss spaces(• nnax:i 1) TOP CHORD — CUERDA SUPERIOR TE115-u for more Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Vea el n1swmCr. Lon gitud de Tramo EsPaciamiento del Arriostre Temporal d Ia Cuerda Superior Up to 30' 10 o.c. ma'. Hasta 30 pies 10 pies mAyimo Prr n n r -Ug The end diagonal -` --- 313' to 4 8'o.c. max ns5gs-dr4, cqerOm brace for cantilevered 30 a 45 pips 8 pies mSximo agr&Las para mayor trusses must be placed Lateral braces 45' to 60' 1 informaci6n. on vertical webs in line 2x4x 12' length lapped 6' o.c. max. 45 a 60 pies with the support. over two trusses. 6 1 pies r-aximo to Sol I 4'o.c. may. 60 a 80 pies 4 pies rrraximci INSTALLING - INSTALACION l onger than 60'. dc- Plan :(.onsult a Professional Engineer for trusses Consulte a on ingentero Para trusses de mas de 60 pies. Max. Truss Ma� Bo� Bow Length Length 14" 12.5' rj— Length S��- 13C51-82 for TCTL8 options Length — 7/8' 146' BCSI-62 para Ias opriones Tolefanceb for 0150 0 (ft.) 1 16 TCILB. Out -of- Plumb. t 14' -- I.i/B* 18.8 para 20.8' 112" 2' Fuera•d,�-Plom - - - i - .31F - 2 - 2. B' dda. Plurnb �4 3 Refer to RC5L-Dk bob 1 4' *so* 1-1/2' 25.0 ti awixiGiAm5hcel - : — - 0 000• • 1•3/4' N Gable Lad FrAm< . 2- Bracin D1 50 max • Repeat diagonal braces. vea el -6men 01"" 7' 00 • 00*0 BCSI - Arficistir Repita Ids arriustres 0 • ** • deLZw5LtqmlmdL diagonalPs. damia-t-ertig-ulos. I CONSTRUCTION LOADING - CARGA DE rQyf&TRUCClq% • • • • • • agw Set first rive trusses with spacer pieces, then add diagonals. Repeat Do not proceed with construction until all bra&j is S 00 9 ec 0 L#eIY M14%-?n Stack Vjqkt. • P1 process on groups of four trusses until all trusses are set. I and properly in place. for Materials on Trusses • Instale Ids cinco pnmeros trusses con esparjaclores, luegia Ids arrostres No proceda con Ia construcc16n hasta que todMi IA4tres H t I dtagonales. Repita este procedimiento en grupos de cuatno trusses est6n colocados en forma apropiada y Segura** • • A • hasta que todos los trusses est6n instalados. es PlywoodorOSB �1 = exc eed ttShingl bu ry m stack heights. Refer:8011 Aspha =- _�D Loading for mare inform4on. COOW* WoCk SIFOO • 2) BOTTOM CHORD - CUERDA INFERIOR No exceda las rnAximas aituras recomendada* Vea eler-esOmm- 3-4 files high 0 BCSI-134 Carcia, de Construcci6n Para mayor iaillortri 000000 0* 0 0 0 Lateral braces 00.00• 0* 0 0 0 2x42.12' length lapped over two trusses. S' � Al -- m (S) Do not overload or single trusses. No sobrecargue pequePos gruPos 0 trusses individuales. Place i0d over JS Inan, t, (rise, dS pusSible. Coloque las taigas sobre Lantos trusses como sea posible. Diagonal braces Position loads over load bearing walls. every 10 truss spaces (20' max.) Coloque las cargas Sabre la5 paedes soportanles, 10'-15' max. ALTERATIONS - ALTEPACIONES Some chord and web members not shown for clarity. Q Refer to BCSI Summary Sheet -- Dama Mti Modifcations and Inst T-ff-Qr5- Vea el resbmen BC51 B5 Was de tru cc- ., 1) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDAR10S Do not cut, alter, or drill any structural member of a truss unless & specifically permitted by the Truss Design Drawing. No torte, aftere o perfore ning6n miembro estructural de las trusses, a mends que estd especificamente permitido en el dibujo del dise5o del truss. Web members Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durainte la construcd6n o han lido alterados sin una autorizacidn previa del Fabricante de Trusses, pueden * reducir o elimmar la garantia del Fabricante de Trusses. NOTE: The Truss ManuWurer and Truss designer =PA " on the fad trot the Cwrtraaw and cane o{xnaor (if applxable) are m• Paine to undertake the work they have agreed t' do tin a parr pry The contractm shwid seek cwtstruction prawees (rem a cwwtent party The inethixIs mid proceduresot"ed ate tiwtalconstruttim techniouts; ernooyed will put new and Met busses into Plitm % These rearrunendatkins for handling, Instaring and Wating wand X. Diagonal braces trusses we based upon the wilectim exiterieACA o(laadirV tKhrirw personrw in the wood truss Wksstry, but muss, due to ft hatw of msPxsWtIesinw1ved, be prese only asaGUIDE form bya"Wied Budding Designer ff ErOlWit"atiDnconuadw. it is not every 10 truss Intended UW these remethiendatbrts be intentreted as supedw to ary desqn wwAustion (XwIded by eater an kddet;L &qneer, spaces (20' max.) atherviise) for handm in stalling and bring wood trusses ant a aces the Building Designee the bettionArtstallation rwrtradw a an wturns m m ay be detwrrer�d by not predudethe use atother emAdIm meftft for bradN and WmWmg smbKY 1 w the wens same spacing the Miss &eaktru'lMstelation cent now Thus, the Wood Truss Council of kr4&-a and the Truss Aide Instbo apreWy, disciahn any as bottom chord Some chord and web members not shown for clarity. h%tx�nsbfhty for damagesaithiii from the use, apiputatim. or reliance m the moriehandationsand Wmination wntaioed herein. lateral bracing Oak S1111 -1111-141-6- OOD TRU couNa OF AMERICA TRUSS PLATE INSTITUTE DIAGONAL BRACING IS VERY IMPORTANT Ak W SS --- ----- INST ALLATION I I' PLATED TRUSS CONNECTOR GENERAL CONNECTOR INSTALLATION FASTENER HOLE SHAPES 9 0 6 0 p ro \ O � p 0 p Pilot We Hound Holes Dbround Holes Triangle Hales Diamond Holes All holes must be filled Used to provide easier nailing Provided on some products in addition optional holes to • except for the THA access in tight locations. to round holes for additional load. temporarily secure • • • P ot Males • • adjustable height hanger - Fasteners may be installed at Round and triangle holes must be filled connectors to the mesiber • • Tooling hiil1slor manufaclrlh� • • an angle. Holes must be filled. to achieve the maximum load value. during installation. • • • purpow. No fasteners required. • • • • • •...• .• • •• 0000•• 0000.• DOUBLE SHEAR • PROPER INSTALLATION '0.00' 0 so 00 (SLANT) NAILING Truss shall bear completely on the connector seat ,'aflQfiletap betlyt+e ••••• the truss end and the header (carrying member) 0111 n'blexceed 1 /e'* • • • • • • • •••••• . • O s tIARRiEOMEMBER • • 0 0.00 • 00.00• • • •••• • Dome Double cAPa S I V .-Fr • • • • • • • • Shear Nailing l( i2 -'' = HOYJN) • • • • • • • 'a • • Double Shear Nailing i Top. View d _ (The nail is installed } into the carried truss ..g I.AAX. GAP BETWEEN ` and header.) Tab Double Shear Nailing END OF TRUSS AND GAP BETWEEN END (Do not bend tabs except where CAR:;YING MEMBER OF TRUSS AND CARPYtNG noted for straight nailing.) MEMBER TOO LARGE USING A STANDARD CONNECTOR AND SLOPED TRUSS w G3RDER TRI)SS GIRDER TRUSS Ws":1 TRU °. s _ NAIL PLATES RUN- I'IaRtUi.iHEtJC•VEHIK.;AIS 'Uri ion; ° UGHFItE ' vTH114A1 =' = BYUTHEF.S IA ND TRESS DOUBLE E40 j «1JP1DTaUS:ES i VERTICAL ® Al z t ` f l— STANDARD NO N -S LOPED ER DPELt 0 o i $fMt'SDNH IlAS LA' :E j THGBHSHOY,M qa. 4 ©Q�. RAI! PLATES 9e8�4� GY OTHERS � j � t �'✓i�Q�,' .. � -b1oND ; k p I sl ' 4 TRUSS i J MTWN"I 0' , SItAPSptI ` GEILRJr �! HAT'a;E.R PLANE CEILING PLANE (11046 LXANE t:'ORK POINT VVORX POINT AS REOL411ED WOHY. POINT AS ^kOLARED AS REQUIRED INSTALLATION GUIDE FOR PLATED TRUSS CONNECTORS FACE MOUNT HANGERS LUS/MUSMUS/HHUSMUS SERIES M Fasteners (Quantity & Size) I M Member N 0. -1- 1 1 5 N - Carried Madef Carrying Member Carried Member LUS24 (4)-.148x3 (2)-.148x3 US26 (4)-.148x3 ___t L LUS28 (6)..1480 (4)-.1480 z LUS21 0 (8)-.1480 --.- (4)-.l48x3 MUS26 (6)- .148x3 (6)-.1480 1 -PLY MIJS28 (8)-.1480 (8),1480 LUS28 Typical LUS • HUS26 (1 4)- .162x3'4} f6)-.16241/7 _l#W• 0 • HUS28 (22)-.162x3! /2 (8)-.1620V2 • • H U G It 1 (10)-.1 6Wh HGUS26 (20)-.162x3l,17 (8)-.16206 HGUS23 (36)-.1624 1 2)-.1 62x3 • L HHUS26-2 (14)-.1624h (6),1620 77 I ( IJ ,g� Q C • •veto HHUS28-2 (22)-.16W (8)-.162x31,12 • 00 00 HHUS210-2 (30)-.1624 (10) .162x3l,/? T • • 2-PLY i HGUS26-2 (20)-.162x3lh (8)-.1620 3 1 HGUS28-2 • see HGUS28-2 36 - .162x3:%7 _(12)-.I62x3 a 000 0 0 HGUS210-2 (46)-.162x3', (I6)-.162*x3'h 6 i •• HGUS26-3 (20),1624 (S) .162x3':1 so 0 3-PLY HGUS28-3 -.1620 _(12) MUS28 HGUS210-3 (46)-.162x3lb (16)-.162x3lh HHUS2'10-4 (30)-.162x3!/2 II v HGUS26-4 (20)- .162x3'.} (8),116W a r1 Z 4-PLY HGUS28-4 (36)-.162x3 ,', (12)-.162x3t, HGUS210-4 (46),1620 (16)-.162x3l/2 HUS21 0 HGUS212-4 (56)- .162X (20)-.1620 r (HHUS similar) HGUS214-4 (66)-.162x3 (22)-.162x3 /2 • HUS41 0 (8)-.l62x3' (8),162x3 Double Shear Nailing 4X t HHUS410 HUS410 Top View Min. Nailing - Fill Bound Holes HTU SERIES Max. Nailing - Fill Round and Triangle Holes Minimum and maximum nailing options. See design information for correct installation option o Carrying Member Carried Carried Model Fasteners (Quantity & Size) Member Member No. Carrying Member Carried Member HTU26 (20)-.1624 (Min: 14) /(Max: 20)- .148x1 0 01 - 1-PLY HTU28 (25),1624 (Min: 14)/(Max: 26) -.148xl 1/2 0 . HTU210 (32)-.162x36 (Min: 14)/(Max: 32)-.148xl 1%7 ° ol . 0 . HTU26-2 (20)-.1.624 (Min: 14)/(Max: 20)-.148x3 HTU26 2-PLY KTU28-2 (26)-.1620 (Min: 14) /(Max: 26)- .148x3 Typical HTU26 Minimum HTU210-2 (32)-.162x3l/2 (Min: 14)/(Max: 32)-.14114 Nailing Installation , t INSTALLATION GUIDE F OR PLATED TRUSS CONNECTOR • HEAVY GIRDER TRUSS HANGERS THGB/THGBH/THGW & THGQ/THGQH SERIES _ THGB uses Strang -Drive Screws (SDS1 /4x3) or bolts into the carrying -II member. Refer to design information for correct fastener type. Pre -drill for bolts a maximum of larger than bolt size. THGQ/THGOH uses all SOS I ,' • •'.' screws (supplied with hanger). Minimum and maximum fastening options — I . , ' see design information for correct installation option. H Carried Model Fasteners (Quantity &Size) Member No. Carrying Member Carried Member THGB2 fi9)•SDS': <x3or {70) -J48x3 , f r (4).,,,. MB THGBH2 I ( 8 r % a W78 (10)- .148x3 I „-•.1- :: >' ` 2 -PLY : 2.x6 vert (22)- SDS'•x3 {Min: 10),'' {Max: 14)1 • • THG02 I THG02 -SOS3 THGQH2•SDS3• TIHI'Q1i8-SDS3 • • • • • • 2x8 v ert (28) -SDS , 4x3 SDS' W • • • • -1 (THG03 -SGS3 Similar) • • • (THjijg4•SQS3 Similar) • 2x6 vert: (t8)- SUSS.x3 (Nim: i2);(Max:26)i • • • • THGOH2 1 2x8 vert: (28)- SDS'/ +x3 SDSb<x3 • • • • • • • • too* • • • •••••• • • THG83 (10)-.148x3 o c o 0 o ia. • • • • • • 3 -PLY THGBH3 (8)•3'4' MB (10)- .148x3 ¢ . F p 9 • • • 0 �y 00000 • THGW3 (8) MB (10)- .148x3 0 0 0. 4i; `' 0#00 • _ • • • • • 7NGQ3 2x6 vert: (22)- SDSl/4x3 (Min: 10)/ (Max: 14) > ' ) • • • ° • • • • • 2x8 vert: (28)- SDS' /4x3 SOSt/4x3 THGW3 • ' THGB2 {tOBH3 • THGQH3 2x8 vert: {32}- SDSV <x3 (Min: 12)i(Max: 26) J (THG83 TrG6i2 8, • 2x10 vert: '38 - SDS' /4x3 SDS' /4x3 • • �. • • • • • • ( ) ,g Similar] • 7EiG8H4 THGBH4 r,8) -3< Me (10)-.148x3 ! >• Similar) • • :••••: F4-PLY • • • • • • • • THGW4 i (8)-%+ MB (101-.148x3 ! •••••• THGQH4 2x8 vert: (34)- SDS'/4x3 (Min. 12).-(Max: 26) ,2x10 vert: , 40)-S0SV4Xa - SDSo4x3 I anarr MIN 2,5 TtiGa ; ! &4E618ES 1. MB (machine bolts) refer to A307 Grade A through bolts (not lag screws). �tN zze (nfPP b d V, me BU Mk er ar 2 , M68JLIs c�,rx l re i 3 R � ty - S AFfilltAF(7 � .:a a . � IN .tPtA+.fS Nj si ;r.GGk DESIGN tNroar"ranori! t "� `?' }t �• 15 .. - t +,.� S 0 j � A <.EIABCA �'+• 4 0 ° � f ffl •' - _ _ ( 101 11 (MAX aGT ?1141 ' �..# r friiliiU OcP1Ni Typical THG02 -SOS3 Typical THGQH3 -SOS3 Typical THGW3 -3 Typical THG82 Installation Installation Installation Installation HGUQ SERIES Carried Model fasteners (Quantity &Size) Member No. Carrying Member Carried Member SOS screws supplied with hanger. No pre - drilling required. HGUO26 -2 (12)- SDS' /4x3 (4)•SDSY.x3 2 - PLY HGUO28 -2 (20) -SOS' /4x3 (6)- SDS' /4x3 HGUO210 -2 (28)•SDS' /4x3 (8)- SDS':4x3 HGUO26.3 {12 }- SOS'lax4.5 (4)- SDS'l4x4.5 I 3 -PLY HGUQ28 -3 (20) SDS' /4x4.5 (6)- SDS' /4x4.5 HGUO210 -3 (2$J- SDS' /4x4.5 -SOS/4x4.5 o' ✓ /o °a HGUO26 -4 (1'2)-SDS' /4x6 (4)- SDSVuI3 o�JJr� 1 4 -PLY HGUQ28 -4 (20)4DS 4x6 (6)- SOS'.%4x6 '� o Typical HGUQ Installation HGUO210 -4 {28}- SDS'.4x6 (8)- SOS'/4- 6 INSTALLATI I FOR PLATED TRUSS CONNECTOR 0 ADJUSTABLE STRAP HANGERS THA SERIES Minimum and maximum nailing options. See design irlformatibn for correct installation option. For minimum nailing, straps must be bent over the top of the carrying member a minimum of 212" for the THA29 and 1 t,2 for the THA213. `Fasteners (Quantity & Size) Mode] Minimum Nailing Installation (Top Flange) Maximum Nailing Installation ` ° No. ' Carrying Member Carried Member Carrying Mem I Carried Memb I Top: (4)- .148x3 T F THA29 1 (4)- 148x3 (slant) Face (16)- 148x3 (4)- .148x3 (slant) Face: (4)- .1484 To (4)-.148x3 . - -- - - - - --- ---- ---- - • • • Top: () (4)- .148x1 ;i (straight) Face: (14)- .148x3 (4)- .148x3 (slant) HA213 ; . • L T - Fac e: (2)-.14 r ° • • a E• • y + • • • • r •I ° 0000 i " 0000(• Typical THA29 Typical THA29 _ ® • • i • • 0 i• • Minimum Nailing Maximum - t • 00000 0000 I,I 00, • • Installation Nailing , °° • • • s <: �• y Installation THA29 • • • • • o t 40000 •00000 • •••0• • sir = 0.; • • . . P 00 .. .. t 0.000• ~ )„ For mini nailing only,� • k tabs mush 6e arIllitened ' l I so that Oils can lie • 0000 ••••�• driven stl►oight. • • • • 0Tt1A213 • • • • • 0000•• 00 • •• 0 • • ADJUSTABLE FLOOR TRUSS (THA THAR/L has a standard skew of 45 °. THAR /L straps must be bent over the carrying member a minimum of 2' /a °. THA straps must be bent a minimum of 2' for the minimum nailing installation. Fasteners (Quantity & Size) Made( No. Minimum Nailing Installation (Top Flange) 1 Maximum Nailing Installation �l Carrying Member Carried Member ' Carrying Member Carried Member THA418 Top: (4)- .16WI/2 (6)- .1624 (straight) Face: (16)- .1620 (6)- .162x3v: (slant) Face:(2)- .162x3 THA4221 Top: (4)- .16201/ (6)-.162x3'/2 (straight) Face: (22)-.162x3'/? (6)- .162x35, (slant) THAC422 Face: (2)- .162x3 THA422 -2/ Top: (4)- .162x3 /2 (6) 162x3;: (straight) Face: (30)- .16Wx3 - (6)- .162x31 -z (slant) it THAC422 -2 Face: (4)-.162x3 THAR/L422 Top: (4)- .148x3 (1)- .148x3 (straight) Top: (4)- .148x3 (1)- .1484 (straight) Face: (2) -.14W (2)- .148x1; (slant) Face: (12)- .1484 (2)- .148xl (slant) b s °, Carrying ° Typical THA a Typical THAL422 s , �- Member ' Installation Installation with a 4x2 -4 on 4x2 wood -- ®;'• o floor truss truss. THAL422 Carried Member_ _._ ---- �•� "' A10 _ r , INST GUI DE ' PLA T C s MULTIPLE TRUSS HANGERS THJA26JLTHJA26 THJA26 % )z € US Patent 5• 5,s ; : . „: I J 5.253.465 : jl • ° r , nF ° Fasteners (Q uantity & Size) "� '� y �'' )° ' �-► •---- - -1 Nn. i Carrying Carried Member I `''`: r,•,� Mem ber Hip' �_ - Jack i ca.: ng I:t ne.: t LTHJA26 THJA26 ? (20)- .162x3':; : (6}- .148x1' (4) .148x.1':, Yr ?� - US Patent °` II LTHJA26 i 20 148 7 148x1 : 4 148x1 bz ` 5.253,465 °,� _._• 1. for the LTHJA26, one .148x1 h nail must be installed into the Point Top View �JI bottom of each hip through bottom of hanger seat. Her. Left Hand Hip Jack Installation Typical TNW+I3f♦Instailation MSCPT •ao: ,, = MSCPT2 •••• ,N • •• y Model Fasteners (Qua & Size) (MSCPT2 -2 • • s •. • • No. similar) •' • • • • • 0 • • • _ Carrying Member Car Member -- ••••• • MSCPT2 (26)- .162x3v2 j (18)- .14$x1',2 • MSCPT2N (26)•.162x3?F.- (14)- .148x1'ir. • •• MSCPT2 -2 (30)- .162x3 (20)- .148x3 MSCPT2N Top View ; i • • • ' •'' • i MSCPT2 2N (30 }- .162x3'/2 (14)- .14$x3 (MSCPT2 -2N similar) r ' •° ' • • o • • • • MSCPT2 Top View (MSCPT2_ ?.$imildr) _.. Typical MSCPT2 Installation _ -... MTHM /MTHM ®2 2 -pl Fasteners (Quantity & Size) Model Detail Bottom Carrying Carried Member No. Chard - Member FI/LHip Jack MTHM (MTHM -2 similar) j 2x4 (22)- .162x3 (8)- .1480 (4)- .148x1 ' W A -8 MTHM 2x6 (34)- .16241; (8)- .148x1';2 (4)- .148x1 CarriingMember ) 2 #= 2x8 (42)- .162416 (8)- .14801 (4)- .148x1' /' / 22 2x4 162x3'h (16 148x1'/2 4 148x1'/2 ' () -. j -. (1 -. car led C MTHM 2x6 (34)- .162x3'12 (16)- .148x1'h (4)-.1480% Me m be rs � H i p Typical MTHM Installation 2x8 (42)- .162x3'/2 (16)- .148x1'h (4)- .148x1'/, jack - - 2x4 (22)- .1620 (16)- .148x1 - OEM D MTHM 2x6 (34)-•162x3':/2 (16) .148x11/2 - 2x8 (42)- .162x3'./2 (16)- .148x11/2 - E F MTHM -2 2x4 (39)- .162x3'/2 (8)- .148x1'/2 (4)- .148x1'/2 2x6 (47)- .1624 (8) .148x1'/2 (4) .148x1'/2 - Al B C 0 G MTHM-2 2x8 (39)- .162x3'./2 (16)-.148x1'/2 (4)- •148x116 2x4 (47)- .1620V2 (16)- .148x1 ?h (4) .148x1!6 H MTHM -2 2x6 (39)- .i62x3'h (16)-.148x1'h = �' 2x8 {47)- .162x3'/2 (16) .148X1'!2 t F G H INSTALLATION GUIDE FOR PLATED TRUSS CONNECTORS 0 SKEWED AND FIELD SKEWABLE HANGERS SUR /L & HSUR /L Standard 45- degree skew o ° Carried i Model - i V fasteners (Quantity &Size) i Member No. Carrying Member Carried Member 1< SURIL24 (4 )•.162x3', (4)- .148x1'. ° a� 1 -PLY ; SURtL 6) .162x3'.: i (6) .14$x1 ° as i S R L/u 210 — (10)- .162x3';2 (10)- .148x) Y! � HSUR/L26 -2 (12)- .162x3' (4)- .162x2', ° Typical SUL Installation 2-PLY with Square Cut Joist HSUR /L210 -2 (20)- .1624'42 (6)- .162x2 HSUR SUL • JIM jimilar/ • • ••1• ••••• • • • • • • • • THASR /L _ == = •••••• 45- degree skewed, field skewabie from 46° to 84 °. ' - `s(••• ': , ••••• For 45° floor truss hanger, see THARiL Adjustable Strap Hanger. " ; 0000 v6 1 j. 0 I •• :••• H i�j• • • d �0�� o• • -J 000000 Carried Model j Fasteners (Quantity & Size) �• • 06�a�o u i • •• Member No. t Ca rry i ng Member C arried Member {{ - i } T d •2z6eMin ••••*• —To : (4)-.148x3 r i •• �l'' ^_ • Top: O RRk5R/L218) 00000., 1 - PLY THASR /1_218 i Face: (6)-. .14$x3 (6}-.148x1':2 W ; ._ i C *„ •• • • • �A�Nlin _ +_A Carried � � � IVABR/L218 -2) Top: (4)- .148x3 Member - 2 -PLY THASR/L218 -2 (6) .148x1 ti, / Face: (8)-::148x3_ THASL218 Typical THASL218 Installation (L in model name = Lett, R in model name = Right) / - �/ CRi?Ira / APITA'r N•tnE:.IOE �j �.; >., y � �� ' ''Adjust obtuse MAEA Tr THE roc, ^C SEAT A:1 HA14 ;E of side of hanger flush F: ✓ `• ' :.rr with the carrying S : tall h h �- �, g te Ins St ep 1' Install carried member �` nails into header Step-! Adjust acute member. Install 10d into the seat of the hanger. on the acute angle side of hanger to the A sarnM ,rua T nails into header an Secure with 610dx1 nails. side first. desired angle. obtuse side. TJC37 Carrying _ Field skewable from 0° to 67.5 °. Bend one time only. Minimum Member ----- r� and maximum nailing options (check design information). FASTENERS: Carried Typical TJC37 Installation Carried Member: '9 Q Member Min: (4)- .131x1, Max: (6)- .131x11 ° A 0 °- 67.5° �'- Carrying Member Min: (4) .131x11, Top View Installation a u Max: (6)- .131x1 /z TJC37 r See Hanger tables on pages 58 to 64. see Hanger Options on pages 164 a " s for hanger modifications, which may result in reduced loads. LU —yalu? znq❑ }eared for strength and economy Precision fortnetl— ' } a ngmeereG f o r r ina.ailztrnn ease and design value • 1 ° ® Y; U— The Stan i {ni U h tngPt provides flea ibifity of joist tr, header installation. !� I :! { a d let :aide f.ea?rer ei rtiotl ,•tith test�d ,IAorrable loads. ° T. 0 HU— funs' niorlcl, "U! tnamfle and round holes. To achieve maximum Toads, a ° fill both n unrl and lnatirale Boles >nth c nunon nails. These heavy-durl conn+;ciors : I t • f JI r� i I aril designed for ,chonls and ottlPr ,tntciuies requinfL9 additional Strength, ongevitl and safetl factors MATERIAL. See tabl+s on pages 58 to 61 �(/ J• t ! >.,�' FINISH: Galvant. d r, xh / INSTALLATION: • U. , all spPcihetf iaster}er ;. See General Notes. '.'FpR LU2° - 1I U210 HUC412 LU28 • HU —can be installed fitting round holes . only, or lilting round and Concealed (except triangle holes for maximum values. Flanges LU Roughs) OPTIONS: • HU hangers available with the header flanges turned in for 25tre' Hzidth and larger• vath no load teduction- -order HUC hanger. M "' , { • See Hanger Options on page 164 and 167, for sloped and /or skewed UlHU models, and HUG (concealed flange) models. °# I • HU onl rou h beam sizes available by special order. I • ' '�-. HU MIN NAILING y g ca Flu HouNOHOLES '; • See page 6.1 for stocked U hanger rough sizes tables. HU MAX NAILING � ' Rough sizes are not available in 8x. t FILL ROUNp AND t x • . Also see l US and HUS series :f ra L TRIANGLE HOLES ; 5.1.: y g`b " ��- .'�3'= �° �ModeF k r�rI)onS,,; HU6 8 hosfi� HU214 Typical LU28 n� x Installation ` t/9 q • • • •: Projection seat on most Co' Typical lii� " ` : • • • installation models for maximum bearing " { and section economy. 0 0 0 0 0 • • DO UBLESHEAR • • •••• •••t•• . I This product is preferable to similar eonuectors because of a) easier installation, a • - • • • • 411'.. {',. • b) higher toads, c) tower installed cost, or a combination of these features. • • • • a See Hanger tables on pages 58 to 64. See Hanger Options on pages 158 to 162 for hanger modifications, which may result in reduced loads. These hangers have the highest loads of any face mount hangers! a All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation, and the use of standard nails for all connections. (Do not bend or remove tabs) <� MATERIAL: See tables, pages 58 to 64. N FINISH: Galvanized. Some products available in stainless steel or Z -MAX; L {t � see Corrosion - Resistance, page 5. Stainless steel (SS) hangers are I r available with SS nails —order LUS2IOSSN. H.- w --1 � a 'HUS210 1 �xs HUSC INSTALLATION • Use all specified fasteners. See General Notes. (HUS26, HUS26, HUS412 ° y'8 Concealed •Nails must be driven at an angle through the joist or truss LUS28 and HHUS similar) Flanges 3 ? into the header to achieve the table loads. (net available for 4., HHUS, HGUS • Not designed for welded or nailer applications. and HUS2x) I •16d sinkers (9 gauge x 3Y<') may be used where 10d commons Double Shear are specified with no reduction in load. Where 16d commons are specified, 10d commons or 16d sinkers (9 gauge x 3 may be Nailing Top View used at 0.84 of the table load. • With 3x carrying members, use 16d x 2 nails into the header and 16d commons into the joist with no load reduction. With 2x 4 °i carrying members, use 10d x IIN nails into the header and 10d p commons into the joist, reduce the load to 0.64 of the table value. • Use stainless steel (SS) nails with SS hangers. f OPTIONS: • LUS hangers cannot be modified. Dome Double Shear • HUS hangers available with the header Typical LUS28 installation Nailing prevents tabs flanges turned in for 2 -2x (3',') and use .148x3" (10d common) breaking off (available Doable Shear I ARr4°r.' MRd cinkerl nail tin SnmP. models) Nailing Side Viea TECHNICAL BULLETIN ALLOWABLE LOADS FOR REDUCED HEEL HEIGHTS page t ofd Several considerations are involved in the selection of a hanger for a truss -to -truss connection. One of the responsibilities of the Designer is to verify that all of the dimensions of the wood members are sufficient to receive the specified fasteners. In addition to checking the carrying member for adequate size and thickness, the end condition of the carried truss (see Figure 1) must also be evaluated to determine whether there is adequate heel height in the hanger. If all of the required fastener holes do not have solid wood for the fasteners to penetrate, the allowable load for the hanger may be reduced. Figure 2 illustrates this condition. The minimum heel height required to achieve full nailing varies from hanger to hanger, depending on the locations of the nail holes for the carried member. The minimum heel height for each hanger is defined as the distance from the top of the bearing seat to the upper most nail, plus 3 /3' for adequate edge distance. Minimum heel heights for several truss hangers are shown in the table below. carrying 1 1rU55 Carried Table 1 — Minimum Heel mss Heights Required for Full Nailing Figure 1 �.__.__�._. _ .___ -- __...__.. ___.__... _ ._ —_. w� °��, ✓, Truss Heel With 0 • • • Full Nailing • • 0000 0000 • ✓ °.• •• Model Min. Heel Fasteners in ;� � 0 � • No. Height' Carried Truss • • • • • • • Some fastener • • • • _.__._._._. __..... holes missed n9 • • • • • • • • 000000 SIN 2x SIZES_ _ _ heel of carried tiiisi 0 0 0 Carried • LU S26 1 4' /a� 4 -1 0d Truss 0000 �• • • 0 :*060 • MUS2_6 4 11 /16 6_ ••• • •• 0000• HUS26 4 6 -16d r 0000 • ••• 0000• r. • • • • • —__ 0 •• 00 • 000.00 HGUS26 4 9 /16 8 - 16d • LUS28' 4 4 -1 Figure 2 0 0- '_ •� . 7tussHgeLY�ith__. ' 0000 0066.: MUS28 0/16 8 -10d Reduced Nafiing • • 0000 • • HUS28 - - 6' /z — 12 -16d 8 -16d — • 00 0 i •• • H 8 5' i0000i GUS2 _ 1 _ The height of a truss heel depends on several •• • _ DOU B LE 2x SIZ factors, including the height of the butt cut, �LUS26 -2 4 /,s 4 -16d . the size of the top chord, and the top chord HHU -2 4 /s 6 -160_d pitch. Table 4 shows common heel heights for different combinations of top chord sizes and H GUS2 6 -2 4 /,s 8 -16d pitches, assuming a' /a butt cut. At each of HG UQ26 - 2 4 4 -SDS1 /4x3 these heel heights, the actual number of LUS28 -2 4 /,e 4 -16d fasteners that can be installed into the heel of HH US28 -2 ;_ 6 8 -1 6d _ the carried truss is shown for the LUS, MUS, ' H GUS 2 8 -2 1 6 _ 12 -16d HUS, HHUS, and HGUS hangers. Where the HGUQ28 -2 6 6 -SDS1 /4x3 actual number of fasteners in the carried truss heel is less than full nailing (see Table 1), TRIPLE 3x SIZES allowable loads based on reduced nailing HGUS26 -3 _4 13 /16 8 -16d must be used. HGUQ2 - 4Y 4 - SDS1 /4 x4 1 /2 I HG US28 - 6 / _4 — 12 -16d HGUQ28 -3 6 6 -SDS1 /4x4 800-999-50 QUADRUPLE 4x SIZES 1 , r HGU 4 � 4M. 4 -SDS1 /4x6 Heei Height HGUQ28 -4 7 1 /16 6 -SDS1 /4x6 _ I r�2oof { 1. Minimum heel height shown is required to achieve full table Butt Cut unps5,n Strq� lie Comp 1nC loads in the Wood Construction Connectors Catalog. For heel Heel heights that are less than the minimums i heights less than the minimums listed, refer to the Reduced in Table 1 do not achieve full nailing in the PBntCd in>hg ttSA I Heel Height Allowable Loads tables on pages 2 and 3. carried truss (see Figure 2) i T REDF;EEI Q7 $ 9 i t t TECHNICAL BULLETIN ALLOWABLE L11 f I' RE DUCED HEEL HEIGHTS page 4 of 4 Table 4 — Common Heel Heights with 1 /4" Buff Cut and Effective Hanger Fasteners _ - - -- Calculated! Actual Number of Effective i Heel i Fasteners in Carried This bulletin is effective T.C. F.C. Height Truss Based on Available i REDUCED NAILING IN 2X6 unfit January 31, 2009, Size Pitch with 1 /4 " Heel Height` AND LARGER HANGERS and reflects intarmatton Butt Cut f (in) I S MUS , HUS j HHUSTHGUS; Nail quantities in this area available as of March 1, - - r - - --- - - -- - - - - LU..� - -- do not meet the required 2007. This information is TT _I i over 12 3 3 4 I 4 4 6 - -- -- - -- - "- -" - number of fasteners to updated periodically and 2 over 12 3 3 ! 4 4 4 I 6 should not be relied upon - 7 - - 4. - . -. - -- -. _ achieve full catalog loads. �_. 3 over 12 I - 3 fe 3 � 4 . __ . 1__ . 4 _ 4_ 6 i Refer to the Reduced Heel aRerJanuary 31, 2009; /,6 3 4 5 5 6 contact Simpson for 4 over 12 3 _. __.. Height Allowable Loads on - - - current information and 5 over 12 4 ! 4 4 j 5 5 6 pages 2 and 3. limited warranty or see 12 x 4 i 6 over 12 43/i6 4 __ 5 5 7 www.strangtio.com. 7 FULL NAILING FOR 7 over 12 I 4 4 4! 5 5 I 8 over 12 4 4 4 _6 6 7 2X4 AND 2X6 HANGERS I ` 9 over 12 _ 4 4 5 _ 6 6 8 Nail quantities in this area r -- - - — , meet the required number 10 o ver 12 4 _ 4 ! 6 6 fi 8 _ Home Office of fasteners in the carried 11 over 12 5 4 _f 6 6 __ __ 8 5956 W. Las Positas Blvd. i - truss to use full catalog Pleasanton, CA 94588 j 12 over 12 5 4 6 6 6 -1 loads for: LUS24, LUS26, FAX: 9251847 -1603 1 over 1 2 5 4 6 6 6 1 0- _ • SA 1 LUS26 -2, LUS28, LUS28 -2, 00 2 over 12 5 4 6 6 6 10 _ 1 MUS26, HUS26, HHUS26 -2, • Northwesl% • • 000000 6151 S. Airport Way • 3 ove 12 5 4 6 6 6 _ HGUS26, HGUS26 -2, • • %tpckton,"_ 2Q8 • • ^ 4 over 12 r 6 4 6 6 6 10 HGUS26 -3. • • • • •.FAX: 209134. 84 000000 5 over 12 6 4 7 6 6 11 6 Over 12 6 4 7 7 11 • • • • 'Southwest U'S A 0 0000 i 2 x 6 FULL NAILING FOR • • • • 260 N. P" Street • • 7 over 12 6_ 4 ` 8 $ 12 2�(� N.N�EfiS _ • • • • • • Brea, CA :2811 • • • • • • over 12 6 4 i 8 12 FAX: 7141871.9167 • • 8 Nail gilant 0000. -. . 000 0 0 0 0 0 9 over 12 7 4 s 8 a 12.: meetf e r ulred number of • • • • —_ _ eQ • • • • Northeast li.11� • • • • • • • 1 over 1 2 - r/1 a 4 8 8 $ k 12 fasteners In A' t4ar i4 truss • • , • • • 2600 Irdemauoltai Street • I'll over 12 7t 1 h6 4 8 s g: 12 to use full catalog foadS foi • • • Columbus, OH 3a 22a • • FAX: 614/8' 96 • • r*0 • • 12 ever 12 e 4 8 g $ t2 M uS2$ HLI$28 HH�lS28 2, -- - • _ • ; -- ... . . 0000 0 1. Actual refers to the number of hanger nails that can be installed into • • • Southeast U.S A 000 • • the area of solid wood provided by the truss heel I{GUS28 - 8 : • • • 2221 Coyritrl i afte • • 2. Minimum 3 W nail edge distance from top of heel to uppermost nail McKinney,.i 0 75!69 in carried member is required to consider nail effective. FAX: 972/542.5379 The effect of the reduced number of nails on the hanger capacity can vary for different hanger models, Eastern Canada species, fastener types, and type of load, i.e., download or uplift. Therefore, the reduction cannot be 5 Kenview Blvd. determined by calculation, such as by ratio. Testing was performed to establish allowable loads for reduced Brampton, ON L6T 5G5 heel heights with less than full nailing. These allowable loads are given in Tables on pages 2 and 3. FAX: 9051458 -7274 Western Canada 11476 Kingston St. Maple Ridge, Be V2X OY5 General Notes FAX: 6041465 -0297 1. Allowable loads provided in these tables consider 6. HGUS, HHUS, and HGUQ hangers installed with the warehouses & ANSi/rPI 1 -2002 wood member design criteria. reduced fastener quantities shown in tables on Manufacturing: 2. Allowable loads are based on the carried member pages 2 and 3 should be installed on a minimum Eagan, MN; Enfield, CT; fasteners installed in the lowest fastener holes. 2 ply 2x carrying member. Gallatin, TN; High Point, NC; Fasteners shall be distributed evenly on each side 7. Refer to the current Simpson Strong -Tie Wood BG FL Kent WA Langley, of the carried member in the lowest fastener holes. Construction Connectors catalog for additional except LUS hangers. For LUS hangers, install information and notes regarding the installation i fasteners into the two lowest holes on the right side of the hangers covered in this bulletin. of the hanger and the lowest hole on the left side. 8 Hangers not included in Tables 2 and 3 and having 800- 3. All specified nails are common nails. 16d Sinkers full allowable loads with reduced heel heights WVjw may be used in place of the specified 10d commons; include the HTU (min. nailing) and THA29 with min. no other substitutions are permitted. heel he of 3 and 3 respectively. See the 4. Uplift loads have been increased 33 %for current Wood Construction Connectors catalog for ® { p more information. srmpson str6ng Tie COalpaey I earthquake or wind loading with no further increase is allowed. 9. Tabulated loads are based on a minimum truss p fitheUSA i top chord pitch of 3 112. j 5. V ind (133) and (160) is a download rating. T *REDHEE1.117 "7 41 1109 Table 2 Reduced Heel Height Allowable Loads DF /SP • * •• ••• 82 °'° ( •• •• • • • •• •• • p� . 6 • •' Mode! RBduCed NO. of Carrying Carried Carrying Uplift �t6 Cat3vlp�Dlle6lb�r • •C &>Z8 Member 2x10 Carrying Member t , Heel Member Member *Snowl f Wind Wind F*r Snow Roof Wind Wind Floor Snow Roof Wind Wind No. Height Member Fasteners Fasteners Plys 133 160 133 160 100 115 135 133 160 100 115 125 133 160 LUS26 3 - .._ _ _ 3_ - 4 -1 0d 7_30 1 875 1 9 5 Td00 '7 d5 875 935 1000 700 B00 800 800 80A 3 -10d 4 -10d 73O 75 XIO 3 7•/10 89 970 1030 1235 775 800 800 800 800 MUS26 3' /a 1 _ _ 4 -10d 6 -10d 725 ?25 0 1330 1390 1Pt$ 1154 1250 1330 1390 1000 1150 1250 1330 1390 2 4 -10d 6 -10d 725 725 0 20 142011 1,O 1290 1390 1420 1420 1110 1280 1390 1420 1420 1 4 -1Od 14 -1Od 865 865 1760 1950 1950 1950 1950 1590 1725 1880 1950'1950 1675 1925 1950 1950 1950 HUS26 3 V ..._4-16d _. 1 -16d 1Q35 1035 1980 1 5 255 155 155 1 p0' 1725 1880 2000 2155 1675 1925 2095 2155 2155 2 4 - 1Od _14 -10d 865 . 865 1950 1950 1960 1950 195 19 016 1950 1950 1950 1950 1950 1950 1950 1950 1950 4 -16d 14 -16d 1035 1035 2425 2695 2695 2 5 9 425' 95 2695 2695 2695 2425 2695 2695 2695 2695 HGUS26 3 2 6 -1O 20 -10d 1510 1510 2350 0 2 0 50 2 5 0 0 2350 2350 2350 2350 2350 2350 2350 2350 6 -16d 20-16d 174511745 2830 2830 2830 2830 2830 28110 2830 2830 2830 2830 2830 2830 2830 2830 2830 LUS28 37,18 1 3 - 10d _6_10d 730 875 700 805 875 935 1000 9Q;0 1035 1125 1200 1245 900 1035 1125 1200 1245 2 3 -1Od 6 -1Od 730 875 775 $90 , 970 1030 1235 1010` 1160 1260 1340 1480 1010 1160 1260 1340 1480 i 4 -10d 8 -10d 775 775 1000 1150 1250 1330 1390 1260 1300 1306 1300 1300 1200 1300 1300 1300 1300 MUS28 3 1 4 - 1Od 8.10d 775 775 1110 1280 1390 1420 1420 1345 1550 1685 1690 1690 1345 1550 1685 1690 1690 1 4 -10d 22 -10d 835 1 835 1760 1950 1950 1950 1950 1900 1980 1980 1980 1980 1980 1980 1980 1980 1980 HUS28 3'•z - 4.16d 22 -16d 1000'1000 1980 2155 2155 2155 2155 28,0 2980 2980 2980 2980 2145 2465 2680 2860 2980 _ 4 - 10d 22 - 10d 835 835 1950 1950 1950 1950 1.950 2475 2475 2475 2475 2475 2475 2475 2475 2475 2475 4 -16d 22 -16d 1000 1000 2425 2695 2695 2695 2695 3210. 3270 3310 3340 3450 3210 3270 3310 3340 3450 HGUS28 3 2 6 -1 Od 36 -10d 1395 1395 2350 2350 2350 2350 2350 3105 3105 3105 3105 3105 3105 3105 3105 3105 3105 6 -16d 36 -16d 1610 1610 2830 2830 2830 2830 2830 3740 3740 374p 3740 3740 3740 3740 3740 3740 3740 1 3 -10d 4 -1Od 730 730 670 770 840 890 1070 670 770 840 1 890 1070 1 670 770 800 800 800 LUS26 -2 37a - - - -- _ _. 3 -1 6d _ 4 -16d 875 875 790 905 985 10501 1260 790 1 905 1 985 1050 1260 790 800 800 800 800 2 __3 -10d _ 4 -1Od 730 730 745 855 930 990 11190 745 855 930 990 1190 745 800 800 800 600 3 -16d 4 -16d 875 875 915 1050 1145 1215 1465 915 1050 1145 1215.1465 800 800 800 800 800 HHUS26 -2 3 2 _ 4 -1Od 14 -16d 865 865 2030 2335 2485 2485 2485 2030 * 2335 2485 2485 2485 2030 2335 2485 2485 2485 4 -16d 14 -16d 1035 1035 2440 2805 2995 2995 2995 2440 2805 2995 2995 2995 2440 2805 2995 2995 2995 HGUS26 -2 3 2 6 -I d 20 -1Od 1510 1510 3140 3590 3590 3590 3590 3140. 3590 3590 3590 3590 3140 3590 3590 3590 3590 6 -16d 20 -16d 1745 1745 3700 4255 4325 4325 4325 3150! 3620 3935 4190 4325 3370 3875 4210 4325 4325 HGUO26 -2 3'/2 2 2 -SDS1 /4x3 12 -SDS1 /4x3 820 820 3485 3485 3485 3485 3485 2810 3230 3485 3485 3485 800 800 800 800 800 1 _ _ 3 -tOd 6 -10d 730 730 670 .770 840 890 1030 870 1000 1085 1155 1190 870 1000 1085 1155 1190 LUS28 -2 3 — - - __ __ -16 — 6 - 1 6d _ 875 875 790 905 985 1050 1215 1000 1150 1250 1330 1470 1000 1150 1250 1330 1470 2 3 - tOd _ 6 -1O _ 730 730 745 1 855 930 990 1190 980 1125 1220 1260 1260 980 11125 1220 1260 1260 3 -16d 6 -16d 875 ! 875 918 11050 1145 1215 1465 1190 1370 1490 1555 1555 1190 1370 1490 1555 1555 HHUS28 -2 3 2 4 -1Od 22 -10d 840 640 2030 2335 2485 2485 I 2485 2985 3070 3070 3070 3070 2985 3070 3070 3070 3070 4 -16d 22 -16d 1000 1000 2440 2805 2995 2995 2995 3560 3700 3700 3700 3700 3560 3700 3TQ0 3700 3700 HGUS28 -2 3 2 __ -- 6 -10d ___ _ _36 -10d .- 1395 1395 3140 3590 3590 3590 3590 4230 14230 4230 4230 4,230 4230 4230 4230 4230 4230 6 -16d 36 -16d 1610 1610 3700 4255 4325 4325 4325 516015100 5100 5100 5100 4360 5015 5100 5100 5100 HGUQ28 -2 3'12 2 2 -SDS1 /4x3 20 -SDS1 /4x3 820 855 3485 3485 3485 3485 3485 5700 5700 5700 5700 5700 4065 4675 1508515410 5700 HGUS26 -3 39N 2 _ 6 -10 _ _20 -10d 1510 1 510 3140 3590 3590 3590 3590 3140:? 3590 3590 3590 3590 3140 3590 3590 3590 3590 6 -16d 20 -16d 1745 3700 14255 .4325143254325 316W 3620 3935 4190 4325 3370 3875 4210 4325 4325 HGUO26 -3 31 1 2 2 - SDSi /4x4.5 12 SDS114x3 820 1 820 3685 1403514035 14035 14035 2940 332013610 ') 3840 4035 3330 3830 4035 i 4035 4Q35 HGUS28 -3 3 a 1 '. 2 _ __ 6 - 10d _ 36 - 1 0d 1395 i 1395 3140 1 3590 1 3590 1 3590 1 3590 4290 ; 4230 4230 4230 4230 4230 4230 4230 4230 4230 6 -16d 36 -16d 161011610 3700 4255 4325 4325 4325 510015100 5100 5100 5100 4360 5015 5100 5100 5100 HGUO28 -3 3'.z 2 2 -SD51 /4x4.5 20 -SDS1 /4X3 820 1 855 3685 4035.4035 4035 4035 5700 5700 5700 5700 5700 4220 4855 5275 5615 5700 HGUQZS -4 3'. z 2 2- SDS1l4X6 12- SDS114X3 820 1 985 3665 4035 4035 40 40 5 29 5 3430 3730 3965 403 3 45 40 5 4035 4035 1 See General Notes, HGUQ28 -a 3':'z 2 2- SDSiJ4X6 20 -SDSi /4X3 820 985 3685 1 4035 4035 4035 I 4035 57110! g7j)n 5700 5700 1 5700 4400 5060 5500 5700 5700 page 4. T- REDHEEL07 4/07 ezp. 1109 Q 2007 Simpson Strong -Ile Company Inc. �� . • •i• • • •••• TRUSS HANGER • ••• •` • (AS SPEC.) { BOTTOM OF GIRDER REG. TRUSS ••• • ••• i •• i . .�_ GIRDER TRUSS i i • • • • • • • (c^ MEM. MIN.) • • • • • • s { .... .. III .� �=8d NAILS 4- USE GALV. STRAP ANCHOR ATTACHED ,. W15 -160 NAILS a E.A. END & 2 -8p (1 112' LONG) NAILS 9 SIDE OF TRUSS '° TRUSS MANGER i SIDE VIEW REINF, ANCHOR STRAP REG. TRUSS HANGER IOU O o 0 { { o o a ° { I ° o I I o ° ° PLACE 2 NAILS 160x STRAP BELOW & ATTACH 0 STM EDGE TO REAR OF GIRDER BTM VIEW STRAP BELOW a ATTACH USE I' WIDE Me MIN.) GALV. TIE -STRAP ATTACHED AS SHOWN TO REAR OF GIRDER WITOTAL OF: 14 - 180 NAILS TO GIRDER TRUSS & 4 Sn (11/2 LONG ) NAILS TO REG. TRUSS. (1000 LBS. WIND UPLIFT CAPACITY) REAR FACE OF GIRDER REINF. ANCHORAGE STRAP (BY BLDR.) FOR ADD 1000 LSS. WINb UPLIFT CONNECTION. s� ?wl 'I i. j • • • • • •• • r • • • • • s • • •p • • • i •• • • • 0 •• t••�• j s • • • • s • • ••• •• o STRONGBACK DETAILS i (2)16d NAILS ® TOP & BOTTOM OF 2x6 VE TICAL BLOCK ; o° i ° `'�-- ° °° ° • i 2x6 MIN STRONGBACK, RESTRAINED* EACH END. I SECURE wf (3)16d NAILS ® EACH VERTICAL. LOCATE A CLOSE TO BOTTOM CHORD AS POSSIBLE. STRONGBACKS SPACED AT 10' -0" (MAX) ARE R EQUIRE a TO 'MAINTAIN CERTAIN FIRE ASSEMBLIES. STRONGBACKS ARE RECOMMENDED TO MINIMIZE VIBRATION I i i j A i t f riMberStrin,19 LSL • Sp2C;ti8r'S Goode 210 • C7c!bber 0,p2 1"4" Width Pieces: • , %linimwn of 2 rows 12d (3 ") common nails it 12" on- center. • Minimum of 3 rows 12d (3 ") common nails at 12" cn- center for az 14 16" and 18" beams. y • Jailed connections require an additional row of nails when nail size is g� smaller than specified above (,'minimum 0.128" x 3 "). >r 3!rz "Width Pieces: x - �'�`� slt s • • Minimum of 2 rows 1 12" bolts at 24" on- center, staggered I Multiple pieces of TimberStrand °, LSL can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7 " Multiple Member i 3 C Side Assembly A Assembly B Assembly C Assembly D Assembly E 2 pc5. 13/4' 3 Poe. 1 1 PC. 1 1 Pc. 1 2 PCs. 3 1 PC. 3 1 Pc. 3Yz" 1 PC. 1 • •• • •• • yy-- -- ••••• • •• •• 2n • 0000 •2 t • l I 1 1 1 3 /4 " i 0 09 0 ••••• • • 7" wide beams shauTc=Mjbe sided ?oa:& :when iddrls afe applied to both sidAs offffe memberP(to n0nimize !dt> R&A Maxiintint Load Applied to Either Outside Melinber PLF) xamp l�R�oblem. 3�0 f'LF ;K• P 470 705 505 1015 500 995 355. 530 380 760 375 745 355 530 520 1045 375 745 315 470 465 930 330 665 860 1720 qt (1) NAILED CONNECTION values may be doubled for 6" on- center or tripled for 4" on- center nail spacing. (2) NAILED CONNECTION values require an additional row of nails when nail size is smaller than specified above (minimum 0.128' x 3"). (3) A307 bolts with washers required. Bolt holes to be 9 1ss" maximum. Solution: First, check allowable load tables to verify (4) Screws must have self- drilling tip and minimum bending yield strength of 217,000 psi. Lead holes may be required by local building that 3 cs. can car the total load of officials. P 730 plf with proper live load deflection criteria. Maximum load applied to either outside member is 430 plf For a 3 pc. General Notes 1 multiple assembly, 2 rows 1Zd (31/4 nails at 12" on- center is good for • Verify adequacy of beam in uniform load tables on pages 10 -15. only 355 plf. Therefore, use 3 rows 12d (3 ") nails at 12" on- center (good for • Values listed are for 100% stress level. Increase 15% for snow - loaded roof conditions or 25% for non -snow roof 530 plf). Alternate: 2 rows 1 /z• bolts at conditions, where code allows. 12" on- center. • Use specific gravity of 0.5 when designing connections (specific gravity of 0.58 may be used for bolts installed perpendicular to face and loaded perpendicular to grain). 4' 2590 N. KINGS HWY. FT. PIERCE, FL 34951 PH# (772) 465.7073 Fax# (465) 465 -7429 Att' ,.. THIS Cmcm HAS REVImumm TEE TRUSS pLACZ4W PLAN AND FMS TST STRUCTM vm " °! $ °A°$ !m/ 2700 W. CYPRESS ROAD, SUITE D120/122 FL FEB sumnoosim 34951 PH# (954) 491.3310 Fax# (954) 491 -8237 7�7m " MAURICT A. SHASHo , FE., INC. ° w oa ®ao E NG111 FERING PACKAGE CU 79 RAY CARABOTTA AD 166 NE 92 nd St. MO:' CARABOTTA RES. LOT /BLOCK: SUBDIVISION: CITY /COUNTY: MIAMI SHORES / FLORIDA DATE 10/18/2006 �•' �:• • i O i ®• L7• JJo No: UB10009 � • o , MASTER NO: NIA • ••• • DESIGNER: BARIS AVSAR • *00 • REVISION • REVISION REVISION 1 REVISION t Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954) 753 -1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Date: 10/18/06 Job # UBI0009 Master # N/A Customer: RAY CARABOTTA Address: 166 NE 92 nd St. Model: CARABOTTA RES. Lot/Block: Subdivision: City / County: MIAMI SHORES / FLORIDA Building Code: Florida Building Code, 2004 Loads in P.S.F. (Unless Otherwise Noted): Exposure = C ROOF FLOOR Top Chord Live 30 Top Chord Dead 15 Bottom Chord Live 0 Bottom Chord Dead 10 TOTAL 55 Duration Factor 1.33 - Wind Speed 146 MPH Computer Program Used: ALPINE 7.26 This package includes a Truss Index Sheet and 38 truss drawings, together with the attached index of the Truss System design drawings. 0000 • 0000.. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G1I -31.%3 •0 *0 .. 0 •0 of the Florida Board of Professional Regulations. 0 • • " "" • 0000... •000•: Furthermore, the responsibility of the undersigned is solely limited to the design o$thc� m • • • • 0 *9: truss components shown. The suitability and use of these trusses for any building is the *so 0000. ' . 00 responsibility of the building designer. 0 000 " • s ee %•: 0000 000000 Respectfully submitted, 0000 • • -� • •0000• 0 •0 . • 00 b Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. �a Li License Nos. EB5251 & 19554 SEAL Bearing Information Layout #:UBI0009 Atlantic Truss Company Plan #: Date: 10/18/2006 2590 N. RINGS HWY. Job Info: Fort PIERCE, Florida 34951 166 NE 92ND STREET Phone: (772) 465 -7073 CARABOTTA RESIDENCE Fax: (772) 465 -8237 MIAMI, SHORES, FL Builder: RAY CARABOTTA Salesman: RUSS MYHRE Profile Qty. P ys' Span Desc. Seq.# Brg# Reaction Uplift 1 2 30'1" Al 1. 3220.62 1799.00 2. 6622.05 3977.00 96150 3. 771.19 180.00 1 1 30'1" A2 1. 1492.19 118@.00 2. 1996.15 1298.00 95960 3. 237.90 377.00 1 1 30'1" A3 1. 1580.77 1241.00 _� 2. 2076.94 1296.00 y ° 95966 3. 148.20 341.00 1 1 30'1' A4 1. 1707.49 1304.00 iv 2 . 2047.30 1242.00 95973 3. 199.10 377.00 -------------------------------------------------------------------------------------------------------------------------------- 1 1 30'1" AS 1. 1829.18 1355.00 .:; 2. 1314.06 759.00 96024 3. 580.38 891.00 -------------------------------------------------------------------------------------------------------------------------------- ri 30'1" A6 1. 1863.12 1374.00 96013 2. 1863.12 1374.00 2 1 30'1' A7 1. 1879.97 1987.00 96000 2. 1651.62 1669.00 1 2 20'3" B1 1. 3020.70 1723.00 96238 2. 3020.71 1723.00 -------------------------------------------------------------------------------------------------------------------------------- 1 1 20'3" B2 1. 1317.75 1089.00 96162 2. 1317.75 1089.00 4 1 20'3" B3 1. 1317.75 1068.00 96157 2. 1317.75 1068.00 14 1 20'3" B4 1. 1111.69 756.00 95986 2. 1329.16 1075.00 1 1 20'3' B5 1. 1110.31 811.00 96359 2. 1328.21 • • • 1098.00 ----------------` ------------------------------------------------ --------- --- -------- ----- - - ---- ----- - ------- - ---- �, 1 1 20'3" B6 1. 131140 • • •1455.00 - ----_- 96351 2. _ •0305-4? •• ]073.00 ---- - - - - -- ------------------------- ------------ ------ --- --_______ ••"-• 1 --- -- 18' 7 "5 B7 1. •7848!!4 1140.00 • • 96340 2. •Vs$ v. 0 1008.00 • • • • • ---------------------------------------------------------------------------------- --- --------- ----------------- -- • 00000 0 0 0000 0 0 0: 0 0 0 0 00 • •• ••• • • ••• •• •• •••• •• • • • • • • • • •••• •• •• 00 0 0006 • •• PAGE i Bearing Information Layout #:UBI0009 Atlantic Truss Company Plan #: Date: 10/18/2006 2590 N. KINGS HWY. Job Info: Fort PIERCE, Florida 34951 166 NE 92ND STREET Phone: (772) 465 -7073 CARABOTTA RESIDENCE Fax: (772) 465 -8237 MIAMI, SHORES, FL Builder: RAY CARABOTTA Salesman: RUSS MYHRE Pro file Qty. P ys Span Desc. Seq.# Brg Reaction Uplift 1 . 1401.39 833.00 96333 2. 1127.12 649.00 1 1 14'8 "1 89 2. 1551.29 963.00 96312 2. 1941.41 1169.00 1 1 11 1 6 HJ2 1. 982.97 1078.00 96117 2. 1626.20 922.00 -------------------------------------------------------------------------------------------------------------------------------- 1 1 11'2 "6 EJ3 1. 873.35 1058.00 2. 2356.19 1488.00 96135 3. 526.38 180.00 -------------------------------------------------------------------------------------------------------------------------------- 2 1 9'10 "13 an 1. 766.73 947.00 2. 713.23 460.00 46222 3. 194.20 180.00 1 1 7'0 '14 BJ4 1. 464.67 755.00 2. 123.57 160.00 96265 3. 275.28 278.00 -------------------------------------------------------------------------------------------------------------------------------- 2 1 7 C071 1. 626.28 683.00 2. 122.49 180.00 96067 3. 255.75 341.00 -------------------------------------------------------------------------------------------------------------------------------- 2 1 7' CJ7 1. 624.37 681.00 2. 127.59 180.00 96042 3. 268.30 364.00 6 1 5' CJs 1. 527.21 651.00 2. 88.06 180.00 96038 3. 174.86 265.00 --------------------------------------------------------------------------------------------------------- --------- --- - -- ------ 2 1 5' CJ51 1. 529.48 654.00 2. 04 180.M 96063 3. 165.88 260.00 ---------^^------------------------------------------------ 1 1 5'S "1 EJ5 1. 639.28 413.00 2. 96.33 180.00 ------------------------------- ------------------------ ------- 3 231.50 19 --- ---- -- - -- -- 8 1 3' CJ3 1. • 449. • • • • 443.00 • • • • • • 2. . 47.23: • • 480.00 • 96034 3. • X5.41 • • 1". 00 00 6, • • ---------------------------------------------------------------------------------------- ----------- •'•^••'•' - - -t -- ••---- - - - - -- 2 1 3' CJ31 1. • i 92 •648.00 • • • • 2. 63 63.92 • • X0.00 • -- ---------------------------- 96059---- -- ---3- ----- -- � • 180.00 • N • --------------- -- ^----- -------------------'-'- •sr•-------- - •• • •••••s • • • •• ••••• •••• •• • •••••• • • • • •••• •• •• • • • • • • : ..0 9 : •••• •• ••• • PAGE 2 Bearing Information Layout #:UBI0009 Atlantic Truss Company Plan #: Date: 10/18/2006 2590 N. RINGS HWY. Job Info: Fort PIERCE, Florida 34951 166 NE 92ND STREET Phone: (772) 465 -7073 CARABOTTA RESIDENCE Fax: (772) 465 -8237 MIAMI, SHORES, FL Builder: RAY CARABOTTA Salesman: RUSS MYHRE Pro i e Qty. P ys Span Desc. Seq.# Brg# Reaction Uplif B 1 1' en 1. 526.14 1539.00 2. 138.04 180.00 96028 3. 624.08 180.00 2 1 1' cm 1. 539.30 1578.00 2. 136.57 180.00 96053 3. 662.27 180.00 8 1 7'11' EJ7 1. 694.11 708.00 2. 139.47 180.00 96125 3. 302.40 388.00 1 1 7'11" EJ71 1. 626.04 617.00 2. 777.32 617.00 3. - 99999.0 180.00 96130 4. 264.11 180.00 5 1 7' EJ72 1. 624.37 681.00 2 . 127.59 180.00 96229 3. 269.30 364.00 1 1 6 "8 EJ14 1. 180.19 325.00 96326 2. 74.76 180.00 -------------------------------------------------------------------------------------------------------------------------------- 3 1 5' EJ5 1. 527.21 651.00 2 . 88.06 180.00 �° 96272 3. 174.85 285.00 1 1 3'9 "7 EJ11 1. 475.67 638.00 2 63.57 180.00 96287 3. . 112.20 210.00 2 1 2'7 "6 En 1. 440.45 652.00 2. 46.44 180.00 96276 3. 56.26 190.00 1 1 2 "14 EJ13 1. 439.79 653.00 2. 46.89 180.00 96319 3. 59.21 180.00 -------------------------------------------------------------------------------------------------------------------------------- 1 1 1 Ent 1. 442.28 0000 118.00 ••• •• 2. 68.0 • • 03160. 00 • 96291 ------------------- 1--------------------------- • t4 q - - -- V i 00 - --- • •••••• •• •• •••• •••• • • • • •••••• •• ••• • •• •• •• • •••• •• ••• • •. • • ••••• • • • •••• •• ••• • • • • • • • • •••• • ••• •• PAGE 3 ob :(UBIOOO9) RAY CARRBOTTA - 166 NE 92ND STREET / Al THIS OWG. PREPARED BY THE RLP*1N6*AB_lXSI2WRjReG&AM FROM T RUSS MFR'S LA YOUT Top chord 2x6 SP #2 :T2 2x4 SP #2 N: :T3 2x6 SP M -14: 2 Comp Trusses a u_ 4eb • • Sot chord 2x6 SP SS :82 2x6 SP M -14: :B3 2x6 SP #2: • • Webs 2x4 SP #3 :W7 2x4 SP #2 N: :W9 2x4 SP #1: • a a • i • SPECIAL LOADS Nailing Schedule: 00.120 "x3 "_Gun_nolls3 --(LUMBER DUR.FAC. -0.90 / PLATE OUR.FAC. -0.90) Top Chord: 1 Row 0 8.00" o.o. TC - From Si PLF at -2.15 to 91 PLF at 7.92 Sot Chord: 1 Row 010.75" o.o. • • ••• TC - From 91 PLF at 7.92 to 91 PLF at 32.23 Webs : 1 Row 0 4" coo. • ••• • • + •• BC - From 4 PLF at -2.11 to 4 PLF at 0.00 Use equal spacing between Poft Zn4 $ta1gsr 4hallI in t I BC - From 20 PLF at 0.00 to 20 PLF at 30.08 to each now to avoid s P = Z 9• '� • � • TC - From LB Cone. Load t .98, 9.98, 11.98,193.98, 15.04 Negat reaction Cs) of 1 0741) • •MAX. Mee From • a non -wind food case 16.10, 18.10 20.10 requires uplift connection. TC - -194 LB Cone. Load at 7.92 P 9 P pp Cone. Load at 22.10 BC - 1766 L8 C + *) 3 plate(s) re uire s ec osit I?�ePer *9 sooled plate pl details BC - 139 LB Cone. Load at 9.98, 11.98, 13.98, 15.04, 16.10 for special positioning requiAenr n :s • • • • •• 18.10,_20.10 • • • • •' BC - ' -335 LS Cone. Load at 22.10 146 mph wind, 15.00 ft menu R MC& 7FORS J C sISED bldg, not located within 4.50 Pt from roof edge, CAT II, EX Fi� 13 st wind SC OL -3.0 psf. •• • • In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Defleotion meets L/360 live and L/240 total load. 302# 30 3 302�F 302# 302# 302# -194# �-'-- 7 - 11 " 1 2 - 2 i 2 2 02p a�3�2� 2 +2 2 ' —`--- 7 ' 11 " 12 -- -7'11" 14'3" 7'il" , -� �-- 4 ' 2 " 11 —+-3'8"5 +- 3'9%2--4-3'9%2 3 ' 8 .. 5 - a►}-�- 4 2 11 ---i 3 t 6X8 (ee) T2 T1 4X4 C 6 8X10 Cie) 2,5112 2X W1 W3 W5 W6 W8 W X4 T3 2.111„9 _ 5X8 CAI 3X8 (A1) 6" 1 I 11'4" B1 X6 62 6 6 (R) 63 f 22 7 -- ---- -- 7 ' 5 " - ---- -� 3 -+- 3 ' 9 " 12 -+-3'9%2 --1- 3 ' 9 " 12 -- � ---- -- 7 ' 5 �-- -} 30' cu m 7'11" 0 2' 2' 0 0 2' 2' + 2* 7'11 "12 c C- � + N 1766# a13 9# 139# 139 41 _§9 #139# 139# 139# _335# Rv -3221# Um1799# W -8" Rv -6622# Um3977# W-10 "5 Rv- -1475# U=180# Wm4" LEFT TAG - 823194 RIGH7 SJIGE ffia8633504 PLT. TYP. -WAVE FBC /TPI2002CSTO) C /RT 1.00(1.25) /l0( 0) QTY= 1 PLIES= 2 TOTAL- 2 REV. 7.26.0608.21 SCALE J.2144 **YARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HAN LING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. TC LL 3 . O p S F REF AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND ORR(ING) l&USLISHEO OY TPI (TRUSS 1908 N.W. 112TH AVENUE PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORRL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONO. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE 09541 753 -1980 72 TC DL 1 , O S DATE 10-18-2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HR O PROPERLY ATTACHED RIG p c oy - ft CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 1 O • O � 1 S F DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS t DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL O . O p S F DESNR BR �t�a PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS53 GR40 GALV. STEEL TOT.LD. 55.0 SF 0/A LEN 300100 Phm : (772)40-7074 Fm(772)465.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED M OUR.FAC. 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-2. THE SAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL, AEG, #18554 8 EB5251 SPACING 24 .0" TYPE HIPS ob:CUBI0009) RAY CARABOTTR - 166 NE 92ND STREET / 82 THIS DWG. PREPARED BY T RL11INfe•�OB SI ER FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 'T2 2x4 SP #2 N: C• *) 1 pI ate CS) re9uIne sfiecsiaA pdiit:%41r4g. sooIad plate plot data I Ia Bo chord 2x4 SP #2 N :B1 2x4 SP #1: for speoial positioning rVuirjme*s.• • • • ••• Webs 2x4 SP #3 • • • • • • • :Lt Slider 2x4 SP #3: BLOCK LENGTH 2.333' 146 mph Wind, 15.00 ft mea"h hg? ASCE 7-02 CLOSED bldg, not located Within 4.50 :Lt Nailer SP Rlpped::Rt Nailer SP Ripped! ft from roof edge, CRT II, EXP C, Wind TC 6L 4.0 par, Wind BC DL -3.0 psf. In lieu of rigid calling use purlins to brace BC 0 24" OC. Member design & uplifts ba sed • on MWFtiS and C &C. •• i Deflection meets L/360 live and L/240 total load. Bottom chord checked Fors 1!.a0 ;sR rson� oariaur�ewt :1 Me loud. • • •• •• • • ••• i• ••• • • •• • • • •• ••• ••• • • • • • • • • • • • 10'3" 9 " ---+ -, 4 --�-- 5 ' 1 "8 - -�+- -- 5 -- 4 -- 5 ' 9 "7 —� 12 3 ® T1 5X1 T2 s 3 W WS 6X6 211.12 A 6 CC6) 4X6 W4 T3 2X4 ` W7 W9 17 in s" 2 C6) W2 3X4 C X4 4" Fqr B1 B2 3X6 C ) B3 ty 24'3 "9 3 4 5'7 7 �-- S ' 1 - 11 -- + --- 4 --o l e 5 - ---� -- 5'1"8 ---�- 4'1"9 - -- 5 ' 9 "7 ---� �-►2' + 30-1" Rv=1492# U ®1188# W =8" Rv =1996# U=1298# W =10 "5 2 Rv =238# U =377# W =4" LEFT RAKE = 2'1 "4 RIGHT RAKE = 2'1 "4 T = JI T G, 2 = 10'4 "4 RIGHT JIG = 10'4 "4 SED 95960 PLT. TYP. -WAVE FBC /TPI2002($TO) C /RT 1. 00(1.25)/1O ( O) QTY= 1 TOTAL- 1 REV. 7.26.0608.21 SCALE =0.2144 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND RACING) 1&USLISHED BY TPI CTRUSS 1808 N.W. 112TH AV11NUE TC LL 3 - O p S F REF P RIOR SU ) TOP R CHORD SHALL 8543 SPRINGS 8 FL. 33071 TC OL 15.0 S f DATE 10 - 18 - 2006 ' PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. BC O L 1 0 . 0 S DR WG ,,�,y9 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P 1'� DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP14LICABLE BC LL 3 • 0 p S F DE SNR BA Atta PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND e�� • (M PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL TOT 1-0. 5 5 5 .3 SF 0/R LEN 300100 (771)463.7439 EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED % THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SAL ON THIS DRAWING INDICATES OUR .FRC. 0.90 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & E85251 SPACING 2 4 . Q " TYPE HIPS ob:CUBI0009) RAY CARRSOTTA - 166 NE 92ND STREET / A3 THIS DWG. PREPARED BY TUE ALI&INf•joB 0 S EPtROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 'T2 2x4 SP #2 N: 146 mph wind, 15.00 ft mean4h gsC�z CLSSEI; bldg, not located within 4.50 Sot chord 2x4 SP #2 N :B1 2x4 SP #1: ft from rooF edge, CAt II� EX • �, rrin6d GCL - y0 wind BC DL -3.0 psf. Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' Member design & uplifts bcsed on MWFRS and C &C. :Lt Nailer SP Rlpped::Rt Nailer SP Ripped: (A) 1x4 #3 or better "T" brace. SOY. length of we m6y�r, attached with Sd Box In lieu of rigid ceiling use purlins to brace BC 0 24" OC. or Gun (0.113 "x2.5 ",min .),pal 1% 0 6" QC. Sfk C1) 0 atinuous lateral brace e Bottom chord checked For 10.00 sF non-concurrent live load. qualIq spaced on member ti • • • 0 0 • • • • • P Deflection meets L/360 I vsi %rld L/2 j • 0 ota h 10011" •• • • •• ••• •• • • • • • • �---- 6 ' 1 " 11 —+-- -- 5 ' 9 "5 �►--- — 6 ' 3 " 3 ' 10 "9 -��- 3 ' 10 "9 -►�- 4 ' 1 " 1 S - 3 L 5X6 T2 8 T1 3X W3 X6 T3 in 3% 3X (6) 61 4X6 - W2 WS X 2X4 m IF 2X WS 3X4 C 4 i*) �11' 4" Bi B2 X8 g3 �---- 6 ' 1 "I 1 -- 5 ' 9 "5 --- +�- --- 6 ' 3 " - ►�-- -- 7 ' 9 " 1 --- - 4 ' 1 "15 - f+2' -{• 30'1" Rv =1581# U =1241# W =S" Rvm2077# U -1296# W =10 "$ 2' Rv =69# U =341# W =4" T L E E E FT RAKE ffi 2'1 "4 RIGHT R = =1:1 -4 AET ®JIT19 12'5" SEQ 95 29 66 PLT. TYP. -WAVE FBC /TPI20O (STO) C /RT 1.0001.25)/IOC O) OTY= 1 TOTAL= 1 REV. 7.26.0608.21 SC LE =0.2144 ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING DLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND GRACING) PUBLISHED BY TPI (TRUSS 1908 N.W. 112TH A VE NUE TC LL .� 0 . Op S F REF PRIOR TOSpERFORM 'INO UNLESS OTH TOP SHALL CS54 753IIM6 FL. 33071 TC DL 15 - S F DATE 10-18-2006 n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI P G CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 Q S fi DR W G ALPINE ENGINEERED PRODUCTS, INC. SHALL ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 - O P S F OESNR BA pla PROVISIONS OF NOS CNATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND —t t FaK PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEE [ OUR. OT . LD . 55 . S F 0/A LEN 3001 Pla (772)465-7073 (712)46514]9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE MAL ON THIS DRAWING INDICRTE FAC. • 9 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITFlBILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING FL. AEG, #19554 & E65251 SPACING 2 4 . n " TYPE HIPS -TQ ob:(UBIOOO9) RAY CARABOTTA - 166 NE 92ND STREET / A4 THIS OWG. PREPARED BY TliE RLIiINCLOS)B SI EP•ZROORAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense :T3, T4 2x4 SP #2 N: 146 mph wind, 15.00 ft mein hs7 FrCE�Z� LOSEO•bldg, not located within 4.50 Bot chord 2x4 SP #1 Dense 'B2 2x4 SP #1: :63 2x4 SP #2 N: Pt From roof edge, CAT IIL EX •�, oaln•I T%C L D16, wind BC DL -3.0 par. Webs 2x4 SP #3 :W9 2x4 SP #2 N: :Lt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' Member design & upllFts based on MWFRS and C &C. :Lt Nailer SP Rlpped::Rt Nailer SP Ripped: (A) 1x4 #3 or better "T" brace. BOX length of wap mfr, attached with 9d Box In lieu of rigid ceiling use purlins to brace BC 0 24" OC. or Gun (0.113 "x2.5 ",min.)rail% d 6" %C. gfk aogtinuous lateral brace e Bottom chord checked For 10.00 per non- oonourrent live load. qually spaced on member : : • • ••: • •• DeF I ect i on meets L/360 I•t vA orlb L /24p I ota h I oaAy � 7-1-11 ��______ 6.9 ..5 �N— 5-8-5 _`-"� _ 5 T3 N T 3 �- T2 SX 8 T4 4X 4X W3 WS 3X6 X4 a Tl (R) W TS 4AXCC696' 5X 2 W7 5X 2 2X4 m 2X X4 C �) s 2X x4 I 11 PA Bl z3AU B2 B3 X �- 27' 6 "10- . ati I - 7.1..11 -�-- -- 6 ' 9 • -- -N--- -- 5 "S --�- 5 "S — -N -� �2' - + •� 30'1" Rv =1707# U =1304# W =8" Rv =2047# U =1242# 4P =1 "5� Rv = -97# U =377# W =4" LEFT RAKE = 2'i "4 RIGHT RAKE _= 2' "4 TAGT ®�IT17 14'5 "11 RIGHT = 959 311 PLT . TYP . -WAVE FBC /TPI2002 (ST0) C /RT -1.00 (1.25) /10 ( o) CITY- 1 TOTAL= 1 REV . 7.26.0608.21 SCALE =0.21444 N.Y. 112T * AND BRFl REF TO -SI CHR OLINGG INSTALLING CING] Y R (TRUSS ISM A. SHRSHOUR P.MUE E TC LL 30 . Op s F REF 08 H RY� PRIOR TO PERFORM�ING . TOP SHALL I9g 753IN98S6 FL. 33071 TC DL 1S.0 SF DATE 10-18-2006 n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHED RIGI p n G CEILING. i +IMPORTANT*+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC O L 1 0 • S F DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPI&LICASLE BC LL 0. p S F DE S N R BA l a PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A853 GR40 GALV. STM TOT.LD. 55.O SF 0/A LEN. 300100 Fhw (772)465 -7= ft=(M)463 -74" EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 DUR. FAC. 0.90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING INDICRTE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ITS DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, #18554 8 EB5251 SPACING 24.0" TYPE HIPS ob .* CUBI00093 RAY CRRRBOTTR - 166 NE 92NO STREET / AS THIS DWG. PREPARED BY TUE RL IN9•dOB NESMUEP FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N :Tl 2x4 SP #l: 146 mph Wind, 15.00 ft me:nth ftCE•Z LL EOabldg, not l000ted within 4.50 •T4 2x4 SP #2 Dense: ft from roof edge, CRT IIt+ EX� ��, W tnd BC OL 6,: in� �C L - 4f90 -3.0 per. Bot ohord 2xS SP M -14 :B3 2x6 SP SS: • 1�R5 and C &C. Webs 2x4 SP #3 Member design & uplifts bdeed on P :Lt Nailer SP Ripped::Rt Nailer SP Ripped: In Iieu of rigid oeiiing use purlins to brnae BC 7 • OC. Bottom ohord oheoked for 10.00 psf non- aonourrent live load. • • • Oef I eat i on meets L/360 L14� pnc4 L /2+;0 •to:a= 1 i • • ••• • • • • • • •• • • • • • 15 "8 �-- 5 ' 3 "2 —►�— 4 - --{"a— 4 — — 4 -+-- 4 —ft l a 5 ' 3 "2 --� 3 �- T2 5X 4X4 73 4X6 T N T1 4X W5 '- X4 m c� W X4 i 3X1 W2 W4 W7 T4 48 m CRII B1 62 2 2x4 B3 29 ••2 : 16 �— 5 ' 3 "2 — �— 4 - - "-{- -- 4 --�- -- 4 ' 10 " 11 — �--- 4 —t-- 5 ' 3 •'2 --� Rv =1829# U =1355# W=8" Rv -1314# U -759# 2 W =i0 "5 Rv =580# U =891# W -3•'11 LEFT RAKE - AG ' 21 "4 RIGHT RAKE = 2'1 "4 T = JIY 2 7 15'7••10 RIGHT 1IIG "' 15'7"10 PLT. TYP. -WAVE FBC /TPI 002CSTO) C /RT 1.00(1.25) /10( 0) OTY- 1 TOTAL- 1 REV. 7.26.0608.21 t CALE =0.2144 * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALL NG MORRIS R. SHASHOUR P E. AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND RACING) kBLISHED OY TPI (TRUSS 1908 N.Y. 112TH AY�NUE TC LL 30 . 0 P S f REF PLATE INSTITUTE, 593 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753 -1988 TC OL 15 . 0 S f DATE 10-18-2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGT P Go n CEILING. **IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 1 O . O S F DR W G ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P M � DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING (L "-- HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP�'LICRSLE BC LL 0. 0 Sf DESNR BA Qt�p PROVISIONS OF NOS CNATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P s PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 SR40 GRLV. STEEL TOT.LD. 55.0 S1 0/A LEN. 300100 nice. (771)485.7073 iac(7n)485.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 01N DUR.FAC. 0.80 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE C THIS COMPONENT FOR ANY PRRTICULAR BUILDING FL. AEG, #ISS54 & ESS2S1 SPACING 24-0 " TYPE C 0 MN I • ii• ob ROY CARABOTTR - 166 NE 92N STREET / AS THIS OW0. PREPARED BY T E ALBI" tO 'D S EQ1'R08RAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 'T2 T3 2x4 SP #2 N: 146 mph wind, 15.00 Ft mmn•h4t bSC� 4r0 CSEq bldg, not located within 4.50 Sot chord 2x6 SP M -14 Ft From roof edge, CAT II•� EXFF- C, iC•t5 -�4 gW , wind BC OL -3.0 psF. Webs 2x4 SP #3 i ••• • • • :Lt Nailer SP Ripped::Rt Nailer SP Ripped: Member design & upliFts btsed on MWFRS and C &C. Bottom chord checked Far 10.00 psF non- ooncurrent live load. In lieu of rigid ceiling use purlins to brace B(; 0 aji OC. • OeFleotion meets L/360 j%e pn ad : d L /2+f0•t, to: jo • • •• i •o • i go • • • • ••• i i ••• s • ••• •• im —15.0 "8 15.0 "s --{ �---- 5'10 "3 ---010 4'6 "4-- —4'8" ---0 4'8"-- f-- 4'6 "4 — s� 5'10 "3 ---*� 3 t� T2 5X 3X4 T3 3X6 3X X4 N W4 m TI 2X W W3 X4 T4 DO 5X8 CA I) W1 W6 2X4 s• 2X 2X 5X8 CAI) X411 4" Bl 2 3 30'1" E -- 10' 4 °8 4 • s ° -- -}-- -- 4 -} 10' 4 "8 - --- -� �-2' 30' 1" Rv =1863# U =1374# W =8" Rv -1863# U-137 �-8" LEFT RAKE 2' 7 "4 RIGHT RAKE - S 2'l'4 TAGT 15'•'10 RIGHT G 9601310 PLT. TYP. -WAVE FBC /TPI2002CSTO) C /RT 1.00C1.2s) /ig( D) OTY 1 TOTAL- 1 REV. 7.26.0608.2L! LE =0.2144 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS SHRSHOUA P.E. AND BRACING. REFER TO HIB -91 CHRNDLING INSTALLING FIND 6 RRCING) PUBLISHED BY TPI CTRUSS 1908 N.W. R. 112TH AVkNUE TC LL 3 O P S F REF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PROPERLY AT T ACH HE ED STR PANELS AND B SHALL PROPERLY A CHED RIGI (954) 7 53 -188>; TC D L 15. Op5f' DATE 10 CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 0 . 0 S f DRWG ,�y8 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p )� DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, AT INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • O P S f DESNR BA Atha PROVISIONS OF NOS (NIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM RS53 GR40 GALV. STEEL TOT .LD. 5 5 • 0 PS f 0/A LEN. 300100 �vtrone: CM) 465.7= Fm: (771)465.74" EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A -Z. THE SE AL ON THIS DRAWING INDICATES DUR.FAC. 0. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & E85251 SPACING 2 4 . 0 •• TYPE CO M N I ..• ab:(UBIO009) RAY CARR80TTA - 166 NE 92ND STREET / R7 THIS DWG. PREPARED BY T E ALfI"-JOF1tES1WE8tRO8RRM FROM TRUSS MFR'S LAYOUT Tog chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: 146 mph wind, 15.00 ft mfn•h�t, �,ISC� • - , - SEQ bld , Located anywhere in 'T3 2x4 SP #1: roof, CRT II, EXP C, win d�TC -4.0 Sind C �3.� psf. Bot chord 2x6 SP M -14 • • Webs 2x4 SP #3 Member design & upiifts based on MFFRS and C &C. :Lt Slider 2x6 SP #3: BLOCK LENGTH - 3.667' :Lt Nailer SP Ripped: In lieu of r191d ceiling use purlins to brace B(; 0 a44 OC. • DeFleotion meets L /360 Ilve and L/240 total loud. Bottom ohord checked foC ro : - 4p4uvrant0Ii0e load. • • • • • • ••• i i i i• �• i �', 15 --� 1 4 - 10 - 11 -- — 4 ' 10 " i 1 --+ 1 4 - 10 - 11 —�-- - 4 — +-- 5 ' 3 "2 ----I T 3 t� T2 SX N H031 4 WS 4X4 T T1 X4 W T3 M 5X12 CC5) 3X X4 i 3X8 CCS) W2 W4 W7 5X8 CRI)OO s• 2X 2X W9 ;r 1 Bi 82 2X4 B3 30'1" �---- 5 ' 3 ---- -ol- -- 4 —ft l a 4 --+ 4 4 ' 10"11 ---+ - -- 5 ' 3 "2 --� Rv- 1880 #� U -1 87# W =8" 3011" Rv -1652# U =166 # W =8" LEFT RAKE LEFT JIT32 7 "10 RIGHT SJIG = 9600Q PLY . - TYP. - WAVE FBC /TPI2002 CSTO) C /RT -I.00 (1.25) /!O ( 0) QTY= 2 TOTAL- 2 REV. 7.26.0608.21 SCALE =0.2 1 •tWARNING+• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. 3HASHOUq P.E. AND BRACING. REFER TO HIS -91 CHANDLING INSTALLING AND RACING) OUBLISHEO b y TPI (TRUSS 1908 N. W. 112TH AV&PE- TC LL 30. 0 p S F REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORRL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE (954) 753 -1886 TC OL 15. 0 SF DATE 10 �a71� n �ILIINNIG. RT #;IMPORTRNT�* FFUURN2SH OFF THIS TO THE CONTRACTORIGI P ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC OL 1 0 . Op S f 0 R WG DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • 0 S F DE SNR BA Attic PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND I PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GRLV. STEEL TOT.LD. 55.0 Sr 0/A LEN. 300100 Pf� CM)a63.7o43 ft (M)4S6.7420 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS !SO A-2. THE BERL ON THIS DRAWING INDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT O FAC. 0 • 9 0 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 019554 & EB5251 SPACING 2 4.0 " TYPE C 0 M N Job CUBIODD9) RAY CRRABOTTA - 166 NE 92ND STREET / 81 THIS DWG. PREPARED BY T li E ALiPIf4Lat10 *D S • • ••• =CdVEQPR08RRM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 'T2 2x6 SP M-14 2 Complete TrUSieS L - •R� AI ed • Sot chord 2x6 SP SS :82 2x6 SP M -14: • • • • • Webs 2x4 SP #3 • • • • :Lt Nailer SP Ripped::Rt Nailer SP Ripped: • • ••• • • • Nailing Schedule: (0.120 "x3 "-Gun...nn i I s] SPECIAL LOADS Top Chord: 1 Row 0 8.50" o.o. -(LUMBER DUR.FAC. ®0.90 / PLATE OUR.FRC. -0.90) Bot Chord: 1 Row 0 8.50" o.o. • • • •'� TC - Fr 91 PLF of 13.25 to 91 PLF of 22.36 s Useequa l spacing ii ng betue @ * . a. •rTre*0ar#d steSliarO n8 i Cs , 0 • BC - From 4 PLF at - 2.11 to 4 PLF at 0.00 in each row to avoid sp silting. • • •: • • • SC - From 20 PLF at 0.00 to 20 PLF at 20.25 • • • ' •• • • SC - From 4 PLF at 20.25 to 4-PLF at 22.36 146 mph wind, 15.00 Ft mean Am? ASC9 7-02 CLOSED bldg, not located within 4.50 TC - 268 LB Cono. Load at 7.06, 9.06, 10.13, 11.19, 13.19 rt from roar edge, CRT II, EXP C, wind TC DL -4.0 per, wind BC DL-3.0 per. SC - 841 LB Cono. Load at 7.00, 13.25 BC - 128 LB Cono. Load at 9.06, 10.13, 11.19 In lieu of rigid o ®fling use purlins • to bpnoe*8B 024" OC. Der I eot i on meets L/360 I t v@ • ond:6Z24) Zola N 1j8d. • •• • • • • 268# 268P g68# X68 268# 7.0••12 -+ hG ' _ e — 7 ' 0 " 12 r" 7' 6 ' 3 " 7 ' 7' 6 7' 12 3 L.-- 5X8 T2 8X8 T 1 c4� N 5X8 CAI) W1 W3 T3 5X8 Cf�l) ` 2X4 Coo s_ 2X4 LU 2 X 4 i\1 11'4" 1 B1 3X4 H0612 3X4 B2 � 20' 3" f a 7' 6'3" 7' � �°'� 20'3" 641# N lza 128# 641# Rv =3021# Ud1723# W -8" Rv =9021# U =1723# W-8" Y E RAKE 2'1 "4 RIGHT RAKE 2'1 "4 TRG -JIT26 7'4 "4 RIGHT S JIG == 96238 PLT. TYP. -WAVE FBC /TPI2002CSTO) c /RT- 1.00' AS)noC o) OTY= 1 PLIES= 2 TOTAL- 2 REV. 7.26.0608.21 SCALE =0.3011 •*WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUR P E TC LL 3� . OP SP REF AND BRACING. REFER TO HIS -91 CHRNOLING INSTALLING AND GRACING) Y USLISHEO BY TPI CTRUSS 1908 N.W. 112TH flY�NUE P RI O R TOSPIERFURMINO3THESEDFUNCTIONS .S SUITE 6THERWISE T OP CHORD SHALL 9543 75321888 FL. 33071 TC OL 15.0 SF� DATE 10 18 Y� PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI PO BC DL 1 R S OR WG C CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OP SF ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPISLICBBLE BC LL 0 • Sf OE S NR BA At6W PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND O p sr ASSOCIATION) FIND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM 8653 GR40 GALV. STEEL TOT. LO. 55. P S O/A LEN 200300 Pty (772)46$ -7073 Fm (772)4659419 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OlS R FAC 0.90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SiAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR ANY PRRTICULAR BUILDING FL, AEG, #19554 & E852S1 SPACING 24. 0 " TYPE HIPS lAgs ob:(USI0009) RAY CARABOTTA - 1S6 NE 92ND STREET / B2 THIS DWG. PREPARED BY VE R INC • JO * 0ES * 4@l*2 •PR • RRM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: 146 mph wind, 15.00 ft m nr1'hpt iRSCff •T- C SE�t bldg, not located within 4.50 Bot chord 2x4 SP #2 Dense ft from roof edge, CRT If, EXB 6,��ir�d tSL .Oopef, wind BC OL - 3.0 psf. Webs 2x4 SP #3 • • :Lt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' Member design & uplifts based on MWFRS and C &C. :Rt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' In lieu of rigid calling use purlins to �rooe BG 0 e4 OC. Bottom chord checked for 10.00 psf non- oonourrent live load. • • • 0 • • • •• Deflection meets L/360 el i we vol 6/? t.tvl A oild?,, ---9' 2'3" h i m --- S. 4 - --- -+ -- . 4 ' 3 " 13 — + 2 --f 4-3-13 4 . 8 " —� T2 ) 3 p- 5X6 6 T T1 a 2X W2 2X4 iv T3 2X4 3X4 3X6(CG) 4X4 W1 W3 4 N 3X4 CC6) 3X6 CC6) s` 2X4 2X4 _ 2X4 CY) � 11 . 4« B1 3X4 3X4 B2 3X6 20'3" �-- 2 ' ale 20 ' 3 " .,,� Rv =1318# U -1089# W -8" Rv =1318# U =1085# 2• W= .. LEFT RAKE 2'1 "4 RIGGHT RAKE = LEFT = JIG 43 9'4 "15 RIGHT = 9616 "25 PLT. TYP. —WAVE FBC /TPI2002CSTD) C /RT- 1.DO(1.25) / LOC 0) QTY= 1 TOTAL- 1 REV. 7.26.0608.21 SCALE =0.3011 * *WARNING ** TRUSSES REGUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUR P E. AND BRACING. REFER TO H28 -91 C14ANDLING INSTALLING AND BRACING), AUSLISHED SY TPI (TRUSS TC LL 30. 0 S f REF LATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES COR 33071 P P RIOR TO PERFORMING THESE FUNCTION. UNLESS tTHERWISE INDICATED TOP CHORD SHALL HAVE CS54I 753 -1985 TC DL 1 • 0 S DATE 1 0 -18 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI B C 0 L 1 0 • 0 p S � DR W G G n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE BC LL 0. O p S f DE SNR BA NA ptla PROVISIONS OF NOS (NATIOL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER'ASSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS53 CR40 GALV. STM TOT.LD. 55 Sf 0/A LEN 200300 nhmm (472)4654073 tm:CM465-7419 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED % THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A -Z. THE SRRL ON THIS DRAWING INDICATE DUR .FAC. 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & EB5251 SPACING 24 . 0 " TYPE HIPS ... ob :(UBI0009) RAY CRRRBOTTR - 166 NE 92ND STREET / 83 THIS OWG. PREPARED BY T E ALWINE•90 S E4 FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense 146 mph wind, 15.00 Ft mean•h I�SC�. ?s0 CLQSE[? bldg, not located within 4.50 Sot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: ft from roof edge, CAT II; EXPP iC�LSL - 4.0 4", wind BC DL - 3.0 per. Webs 2x4 SP #3 • • ••• • • • :Lt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' Member design & uplifts based on MFFRS and C &C. :Rt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' In lieu of rigid ceiling use puplins to brace BC 0 4% OC. Bottom chard checked for 10.00 psf non- oonourrent live load. • • • • • • Def I eot I on meets L/360 LFNB * L/2:0 �tq''n= bad. • • •• 00: i • • • •• • e • • • •• • 10.1 "8 10 ----� �---- 5 ' 2"15 — 4 ' 10"s -4 10 5 ' 2"15 ----� 3 ® 4X6 T1 =0 2X W2 2X4 T2 2X4 i� 3X4 XS 2X4 CC6l 4X4 W1 X4 3X4 (C6) co _ 3X6 CC6l s" 2X4 X4 3 g1 4X8 3X6 B2 20'3" 101 "8 101 "8 20'3 " Rv =1318# U -1068# W °8" Rv -1318# U =106�# .. LEFT RAKE 2'1 "4 RIGHT RAKE 0 '1 "4 LEFT�JI,G�, 6 10'"13 RIGHT5JIIG_- 615713 PL TYP . - WAVE FSC /TP12002 CSTD) c /RT - 1.D0 (1.251 / 1 0 ( O) OTY@ 4 TOTAL- 4 REV. 7.26. 0608.21 SCALE ffi0.3011 ••WRRNING TRUSSES REQUIRE EXTREME CARE I FABR CATIN G ,( HRNOLING SHIPPING INSTALLING MORRIS A. SHASHOUA P E TC LL 3 s f REF AND BRACING. REFER TO HIB -S1 CHANDLING INSTALLING AND tlRRCING) P UBLISHED BY TPI (TRUSS 1SOS N.Y. 112TH UR ' P- P PRIOR INS PP ING . SE�INDICATED, TOP CHORD (85 753-1886 FL. 33071 TC OL 15.Ops DATE 10 -18 -2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CORD SHALL HAVE A PROPERLY ATTACHED RIGI BC D L 1 O . S F DR WG n CEILING. • *IMPORTRNT•r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. OP SF ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS I DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICASLE SC LL 0 . 0 P s f DESNR BA �t�a PROVISIONS OF NOS CNRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GR40 GALV. STE211 TOT. LO. 55. op f 0/A LEN. 200300 acre: (M)40.70Z ftc(M46X74" EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SERL ON THIS DRAWING INDICATE DUR.FAC. 0 -9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 618554 8 05251 SPACING 2 4 .0 " TYPE C d M N II ob:CUBI0009) RAY CARABOTTA - 166 NE 92NO STREET / 64 THIS DWG. PREPARED BY VE AL-PIRIMOOEWS&WEAPROIRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 146 mph wind, 15.00 ft md"I h t �SC4• OB CL� SEQ bldg, not loo ated within 4.50 Bot chord 2x4 SP #1 ft Prom root edge, CRT I1• EX l,•wlhd : C :dL , wind BC DL -3.0 psF. Webs 2x4 SP #3 • ••• • :Rt Nailer SP Ripped: Member design & uplifts based on MWRRS and C &C. Bottom chord checked For 10.00 psF non-oonourrent live load. In Ileu of rigid ceiling use purlins to k;raoe Br. 0 96111 OC. Der I eat I on meets L/360 4%. +anti 1 tgt ed az ic ! • • • • • •• • • • •• • • • •• ••• •• 0 0 • • • • • •• • • ••• i i ••• i i ••• •• 10.1 "8 10.1 "8 ----� r---- 5 ' 2 " 15 -- -��- -- 4' 10 "9 4 ' 10"9 5 ---� 3 ®- 5X6 T1 IID 2X4 W2 2X4 o T2 M 'U8 (81) W1 �' 2X4 C 3X8 CB l) y 2X4 11 Bl 4X8 4X6 B2 �• 20 ' 3 " f 10'1 "8 10 "8 20 . 3 " Rv =1112# U =756# W =8" Rv =1329# U =1075# 2• W =8�' LEFT JIG = 10'6 "13 RIGHT RAKE = 2'1 "4 TAG T37 RIGHT S m 598113 PLT . TYP . -WAVE FBC /TPI2OO CSTD) C /RT -1.00 ( 1.25) /10 C 0) QTY= 14 TOTAL= 14 REV . 7.26.0608.21 SCALE =0.327 * *WARNING** TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. AND BRACING. REFER TO HIS -91 CHANDLING INSTALLING AND BRACING) PUBLISHED AY TPI (TRUSS 1908 N.W. 112TH Av�NUE TC LL 30. d p S F REF PRIOR TOSPERFORM` ING3THESEDFFUNCTION6 . SUITE ESS�bTF MADISON, INDICHTE0 (8543 753 -1986 FL. 33071 TC OL 15 - d Sf DA 10 - 18 - 200 6 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI p 0 n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC OL 1 3.3 S ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICRBLE BC LL 0 . Q p S f DESNR BA AL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GS RSTM ASS3 GR40 GRLV. STEE1. TOT. 1-1). 5S. S 0/A LEN 200300 'P harm (772)4657073 F=(7n)40-74291 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE Sbi-' ON THIS DRAWING INDICATE 0.90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & E65291 SPACING 24 -0 " TYPE C 3 MN ob:(UBI0009) RAY CARABOTTA - 166 NE 92ND STREET / 85 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: 146 mph wind, 15.00 ft A•hggto ASCEO 7 0 1 CLOSED bldg, not located within 4.50 Bot chord 2x4 SP #1 ft from roof edge, CAT $ ICP, 4t�i SC•[51 psF, wtnd BC OL "3.0 psf. Webs 2x4 SP #3 • • o • :Rt Noiier SP Ripped: Member design & uplifto • bawd o L M&PI snd CIC••• Bottom chord checked For 10.00 pef non conourrent live food. In lieu of rigid ceiling use puritns to brooe.BC 0 24" OC. DeFI sot Ion meets L /36G I I vo and L4240 AtotoI loud••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• r 9 ' 4 " �- 5 ' 8 "6 ------ �{-- ------ 5 ' 2 " 1 — 4 --- + —4 ---- 3 12 T 5X6 P I 'll N 5X8 W3 2X4 C ;. ) o T1 ' 3 ` 2X4 W11 SX8 CB 1) W1 W2 3X8 CB1) m s_ 2X4 gi 2X4 4X8 4X6 B2 20'3" �- ----- 5 --- ---� -� ---- 5 ' 2 " 1 9 ' 4 "9 20.3" _ --- Rv =1110# U =811# W =8" Rv =1328# U =1098# 2• W 8 EFT JIG @ 6'0 "2 RIGHT RIGS a *9110 AG = T31 SO m = = 6359 PLT . TYP . -WAVE FBC /TPI2002 CSTD) C /RT -1.00 (1.25) /10 ( o) QTY= 1 TOTAL= 1 R . 7.26.0608.21 SCALE 3 76 * *WRRNING ** TRUS ES REDUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHRSHOUA P.E. NIB-91. CH RND BRACING. REFER TO NIB-91. INSTALLING AND BRACING) PUBLISHED BY TPI CTRUSS 1909 N.W. 112TH AVENUE TC LL 3 . 0 P S P REF PRIER TO S S (8547 75 3-1986 �' 33071 TC OL 15 • 0PSF' DATE 10'18 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY PROPERLY ATTACHED RIGI CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC O L 1 S DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING �.• HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL 0 . 0 p S f DESNR BA PROVI5ION8 OF NOS WTIONHL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GS ASTM A853 GR40 GRLV. STM TOT LO. 55. SF' 0/A LEN 200300 *AMM (772)465.7WM vm(772)468.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SBRL ON THIS DRAWING INOICATE OUR. FAC. 0 • 9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, ft 18554 8 E85251 SPACING 2 4 .0 " TYPE SPEC ob:(UBI000S) RAY CARABOTTA - LS6 NE 92ND STREET / B6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 ft tftaA•hqt ASCE•7•S2 CLOSED bldg, not located within 4.50 Bot chord 2x6 SP #2 ft From roof edge, COT ;I*, P , 1i* IC 40L pef, wind BC DL-3.0 psF. Webs 2x4 SP #3 • • • • • :Lt Nailer SP Ripped::Rt Nailer SP Ripped: Member design & upIiFterbcswd .4.MI=FPQ% pnd C$C Bottom chord checked For 10.00 psF non- conourrent live load. In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Deflection meets L/3611 Iive and L4240 Total Ipod I • ••• s • • • •• • 11'8 " 4 6 12 ---� ----5' 1112 - a---- ---- -- 5' 9 "2 —4 -- --{- -- 4' 3"13 -- 2'14 5X6 = 3X4 W3 2X4 T2 CD 3X8 CA 1) W1 W2 O 3X8 CRlI r, 2X4 2X4 X4 in 2X4 gl 4X8 4X6 B2 20 . 3 " 5'11 "2 5'9 "2 8'6 "12 -2' 20'3" Rv @1311# U -1055# W -8" Rv =131G# U °1073# 2 W =8" LEFT RAKE 2'0 "12 RIGHT RAKE 2'1 "4 TAGT ®JIT10 11'11 "13 RIGHTS) 98 PLT. TYP. -WAVE FBC /TPI2002CSTO) C /RT 1.00(1.25)/10( 01 OTY= 1 TOTAL- 1 REV. 7.26.06 OLE -0 * *WARNING•* TRUSSES REQUIRE EXTREME CARE IN FRBRICflTING HANDLING SHIPPING INSTALLING MORRIS R. SHASHOUR P.E. AND BRACING. REFER TO HIS -S1 (HANDLING INSTALLING AND RACING) kSLISHED BY TPI TTRUSS 1908 N.W. 112TH RV�NUE TIC LL 3 0 . Op S REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (854) 753 -1888 TC OL 15 . OpSf DATE 10 - 18 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI G CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC DL 1 0 • S F DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 0 . 0 DE SNR BA HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE BC LL O P SF Att PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL TOT LD. 55 • 0 SC O/A LEN 200300 'chore: (M)465-7073 Fax: (M)4044" EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INOICRTE OUR . 0.9 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR RNY PRRTICULFlR BUILDING FL, AEG, >s185s4 & E65251 SPACING 2 4.0 " TYPE SPEC ob:(UBI0009) RAY CARRI30TTS - 166 NE 92ND STREET / 87 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: 146 mph wind, 15.00 ft ;% A•hgqt A9CE•7.02 • CLOSED bldg, not located within 4.50 Bat chord 2x6 SP #2 ft from Poor edge, CAT :if �P �, yti�i :C151-t4. j per, wind BC OL -3.0 per. Webs 2x4 SP #3 • • 4oa • :Lt Slider 2x4 SP #3: BLOCK LENGTH - 3.274' Member design & uplirts• based •4 - 111 •nd C1C••• :Lt Nailer SP Rlpped::Rt Nailer SP Ripped: In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Bottom chord checked Pon 10.00 per non-oonourrent live fond. DeFleotton meets L/360, Iiv and LA240 total I ®ad .•• i 10'10"6 7'8" 5 121 3 ----- 14 5 "3 5'2"4 3' �— 4'5"7 - -� 2..14 ® 5X6 T Ti T 3X12 (C5) 3X4 3 4 W3 2X4 2X8 CC5) W2 T2 3XX CRII ° N _ 2X4 _e 2X4 2X4 iv X11'4" Bl 2X4 4X8 4X6 B2 ,�� 18'7 "5 t 5 — -- „� --_-- 5'2" 7'7"3 -- 2'9 "11 ft 18'7 "5 Rv -1318# U -1140# W =11 "4 Rv -1204# U =1008# 2• W 8" LEFT RAKE m 2;10 "9 RIGHT RAKE _ 2' "4 1 "10 RIGHT JIG a 8 1'7 TAG J28 SEO 96340 PLT. TY . -WAVE FBC /TPI2002(STD) C /RT 1.0 0(1.2s) /lo( o) OTY= 1 TOTAL= 1 REV. 7.26.060 SCALE =0.3119 **WRRNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHRSHOUA P.E. p AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING) �USLISHED SHIPPING, TPI (TRUSS TC LL 3 0 . 0 S f REF PLATE INSTITUTE, 503 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORHLNSPRINCSTHFL33071 I PROPERLY PERFORMING THESE FUN CCT ION S . AND U LESS O T C R WISE INDICAT PROPERLY ATT CLH R GI (954) 753 ISk TC OL is .OpSF D ATE 1 0 - 18 - 2006 r n CEILING. • *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC OL 1 0 • O S F DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • O p S F OE SNR BA Atha PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND '�*Ww CM)4657= Fen(77S)465.U29 EXCEPT APPLY CONNE TO FEE_ ACCHQFACEROFMTRUS SFANOGAUANLESSAOTHERWISEGLOCATEOEO TOT LD. SS • 0 S 0/A LEN 180705 F THIS DESIGN POSITION CONNECTORS PER DRAWINGS 16O A-2. THE 9SAL ON THIS DRAWING INDICATE OUR. FAC. 0 . 9 0 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE IT BILITY SUR AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 g ES5251 SPACING 2 4 . 0 " TYPE SPEC ob:(UBI0009) RAY CARABOTTA - 166 NE 92ND STREET / B8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: SPECIAL LORDS •• •• • • • •• •• • Bot chord 2x6 SP #2 - ----- (LUMBER OUR .FAC.- �i.9OJ PATE• pQR!FAC.•O.90) Webs 2x4 SP #3 TC - From 90 PLF at •2.8 to D at 93 :Lt Nailer SP Ripped ::Rt Nailer SP Ripped: TC - From 91 PLF at • 9.72. t# 1)1•P at 9 Be - From 4 PLF at -2.89 to 4 PLF at 0.00 146 mph wind, 15.00 Pt mean hqt ASCE 7-02 CLOSED bldg, not located within 4.50 Be - From 20 PLF at 0.00 to 20 PLF at 16.64 rt From roof edge, CAT II, EXP C, wind TC DL-4.0 per wend Be DL-3.0 per. Be - From 4 PLF at 18.64 to 4 PLF at 18.75 TC - 75 LB Como. Lopd at 0.85 • • • ••• In lieu or rigid ceiling use purlins to brooe Be 0 24" OC. TC - 36 LB Como. UiDo4d at • 3.70 • • • • • • Be - 75 LB Como. L"ll at • 0189 • • • • • • • Bottom chord checked Pon 10.00 par non live load. Be - 38 LB Como. L %f 3.71 • •• • • • Derleotion meets L /360 and Lf240 * �.tal Ioad 5# ` 36 [►0+-2' 10 3 12'11"4 9'8 "10 6''f21 - ------ I 21 "4 4 ' 7 "5 + -3 3 ' 7 "9 ---� 2.14 5X6 7 T1 N 14 W3 2X4 iv 3X8 CAI 1� W2 T2 3 (Ri) 2X4 s 2X4 2X4 N 11'4" 2 4 4X8 4X6 B2 B1 f� 16'7 "11 �- ---- 5 4 ' 7 "5 -- -- • -- 6 11 * 2 �0--2' 10 "3 -+- 12' 11 "4 75# 38 Rv -1401# U -833# W ®11 "4 Rv -1127# U =649# W-8" LEFT LEFT °9 ?1110 RIGHT SPQ G E 6 �9633 4 PLT. TYP. - WAVE FBC /TPI2002(STDI C /RT•• l.00u.2sl /lac of QTY= 1 TOTAL 1 REV. 7.26.0608.21 SCALE ffi0.3405 * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. AND BRACING. REFER TO HIS -91 CHRNDLING INSTALLING AND 6RRCING) PUBLISHED BY TPI (TRUSS 1908 N.W. 112TH &NUE TC LL 3 0 • O S F REF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE 09541 753 -1996 TC DL 15. 0 p S F DATE 10-18-2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI r 7Z CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC O L 1 0 . 0 S F ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • O P S F DESNR BA A tta PROVISIONS OF NOS '(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R853 GR40 GALV. STEa TOT.LD. 55 • 0 SF 0/A LEN. 160711 f*mwt CM)465-7073 Fmr.(772)463.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTEO 0 DUR 0.90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SAAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITZ AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 8 ES 25 SPACING 24.0" TYPE MONO ob:(UBI0009) RAY CARRBOTTA - 166 NE 92ND STREET / 89 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: :T3 2x4 SP #1: SPECIAL LORDS % •• • • • % •s • i • Bot chord 2x6 SP SS -- -- --(LUMBER OUR.FAC. -V.90 -/ PtRT& DIJRIFAC.e0.90) Webs 2x4 SP #3 TC - From 90 PLF at e 0.0 too St):POF at* 9.67 :Rt Nailer SP Ripped: TC - From 91 PLF at • 9.6 • to: • �1�P F at :' � BC From 20 PLF at 0.00 to 20 PLF at 1 146 mph wind, 15.00 Ft mean hqt ASCE 7 -02 CLOSED bldg, not located within 4.50 BC - From 4 PLF at 14.67 to 4 PLF at 16.78 ft From roof edge, CAT II, EXP C, wind TC 8L -4.0 psF, wind SC DL -3.0 per. PLT- -35 LB Como. Load at (2.55, 2.25) PLT- 112 LB Como. Lgpd at (5. 7W) 0 In lieu or rigid ceiling use purlins to brace BC 0 24" OC. PLT- 406 LB Como. I•ocd • •(7.02,10:43 1 • • • PLT - 175 LB Como. 1loct of *(7R80,1O.400 • • • • Bottom chord checked For 10.00 per non- oonourrent live load. PLT- 450 LB Como. L*Poff f C9.6r,� 04T a 0 PLB- 19 LB Como. Lqp $t.(2.53 OaPlection meets L/360 live and L/240 total load. PLB- 64 LB Como. Lend o (5.40,11. ) PLB- 184 LB Como. Load at C7.02,11.373 PLB- 88 LB Como. Load at 07.61,11.373 PLB- 212 LB Como. Load69t ?) ••• •• •• • • • • • ••• •• 2,6 "10 - 36 �Ta 2'10"3 -- 1'7 "5 - -+' 2'0 "12 450 5' 7'0 "3 2'7 "14 5' � --- -3' 10 "13 —3 --- - -2 --+ - -5' — 2.14 � , p3 8X10 T2 6X12 x �5X12 CBM 3X4 T1 2 T�3 a) W1 W4 5X8 CAl) -+ ==z 2X4 CV T 2X4 tV 11'4" Bi 4X8 2X4 14 . 8 .. 1 f 7.0..3 2.7.14 5' f 14'8 "1 --�- �-- — 2 �-- 2 -- -�- -2' 10 "3 64 1'7 - 5 -82 5' 19# 194# 212# Rv -1551# U -963# W-9 "12 Rv °1941# U =1169# W -8" RIGHT RAKE _ �'1 "4 LEFT JIG 7'2 "12 RIGH JOIG 9631 PLT . TYP . -WAVE FBC /TPI2002 CSTO) C /RT - .00 C1.25) /10 ( Q1 OTY- 1 TOTAL= 1 REV. 7.26.0608..21 3 CALE x0.43 5 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORALS q. sHR8H0UR P E. TC LL .�� . O S F' REF AND BRACING. REFER TO HIS -91 ( HANDLING INSTALLING AND RACING) �� kBLISHEO �Y TPI (TRUSS 1908 N.W. 112TH RVE�NUE P PRIOR TO . UES OTH O FUNCTIONS NL S SUITE INA MADISON, S T 9 ) ORR SA F E TY PRACTICES (8s 75316 I 88 FL. 33071 TC OL 1 15. O P S F' DATE 10-18-2006 PROPERLY RTTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE f'i TOP CHHOO PROPERLY ATTACHED RIGI B C OIL 1 0 • O S f OR WG (; n CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FASRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICASLE BC LL 0. O P S F DESNR BA Atha PROVISIONS OF NOS MTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S TOT. LO. 55.0 S F' O/A LEN 140601 "Mom (772)4657073 F=(772)4637429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE S AL ON THIS DRAWING INDICATE OUR .FAC. 0 -90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, 019854 8 ESS251 SPACING 24.0" TYPE MONO ob :(UBI0009) RAY CARRSOTTA - 166 NE 92ND STREET / HJ2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • • ••• • • • ••• Top chord 2x4 SP #1 Dense SPECIAL LORDS •• •• • • • •• •• • Bot chord 2x6 SP #2 - - - - -- (LUMBER OUR. FAC. -0. 90 d PbATE• D Webs 2x4 SP #3 TC - From 90 PLF at •2.91• to* 60•P -F ate 11 �0 :Lt Slider 2x4 SP #3: BLOCK LENGTH - 3.300' BC - From 4 PLF at X2.91* tQ� • 4�PS at: QQ :Lt Nailer SP Ripped: BC - From 20 PLF at 0.00 to 4 20 PLF at lr�1b TC - -370 LB Como. Load at 1.48 146 mph wind, 15.00 ft mean hgt ASCE 7 - 02 CLOSED bldg, not located within 4.50 TC - 131 LS Como. Load at 4.31 ft from roof edge, CAT II, EX P L�, wind TC 6L -4.0 per, wind BC OL -3.0 psf. TC - 350 LB Como. Land at 7.13 • • • ••• TC - 537 LB Como. L@6od of • 9.966 • • • • • In lieu of rigid ceiling use purlins to brace BC 0 24" OC. BC - -71 LB Como. Ltootl at • 1.41 • • s • • • • • BC - 94 LB Como. L M 4.3 • •• • • Bottom chord checked for 10.00 psf non oonourrent live load. BC - 176 LB Como. Lopt 1tt • 7.1 6 • •• ••• ••• Deflection meets L/360 Ilve and L/240 total load. BC - 255 LB Como. Load of 9.9 Right end vertical not exposed to wind pressure. }* WARNING! Overhang dePleotions excessive ** Truss has vertical defleotion on •• • • • •• ••• •• overhong of 0.28" due to live load at X - - 2-10 -6. Creep increase factor for • • • • • • • • • dead load is 1.00. • • • • • • • • • • • Top chord overhangs have been checked only for loads as indicates. Overhangs ••• i : ••• �•• ••• not checked for man loads or long-term dePlectlon. N -370# 131 } # 350# 537 m J �— ,-- �+--- 2 sTe 2 ' 9 " 15 — a t o 2'9"15- f' 6.4 "12 5 ' 7"3 I-�-- 2'9"9 ---- 2 ' 8 "9 — 2X8 TT T 2.12 t 5X6 O 3X4 T1 W50 1 3X4 3X4 = in in 3X4 CCSI 12 CC5l W2 W4 In =, 2X4 N 5 42X4 j 11.4- B1 2X4 3X4 11'2 "6 �-- 5 ' 7 "3 + -- 2 - --w1-_— 2 — f ,, — _2 "-�- 11'2 "6 N p, ��-- ;�-- -- 2'9"15 2'9"15 -- min --2' 9"15 -- 1.- N- -71# 94 176# 2S5 Rvm983# U -1078# W =11 "S Rvm1626# Um922# LEFT RAKE 2'10 "13 LEFT �JIY 11'5 "9 RIGHT S JIG 14'1 "4 TAG 96117 PLT . TYP . -WAVE FBC /TPI2002 CSTD) C /RT -1.00 (1. 25) /lo ( o) OTY- 1 TOTAL- 1 REV. 7.26.0608.21 SCALE =0.4220 * *WRRNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R. SHASHOUA P.E TC LL 3 SF REF AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CTRU 1808 N.W. 112TH AV P P RIOR TO . TOP 9541 752 - FL. 33071 TC OL 155. SF DATE 10 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI p C n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC DL 1 S OR WG ALPINE ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND SRRCING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC L L 0 - O P S f DESNR BA �t1a PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEE TOT. LO. 55. S� 0/A LEN 110206 '�: CM)463.7= ft EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -2. THE SEAL ON THIS DRAWING INDICATE OUR.FAC. 0.90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, u19554 s E85251 SPACING 2 4 . D " TYPE HIP ob :(UBI0009) RAY CRRABOTTR - 166 NE 92ND STREET / HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PR OGRAM FROM TRUSS MFR'S LAYOU Top chord 2x4 SP #1 Dense SPECIAL LORDS •• •• • • • •• 00 •• Bo chord 2x6 SP M-14 - -- (LUMBER OUR. • FAC.- S.90•/ PLAT R FFIC.'0.@0) Webs 2x4 SP #3 TC - From 90 PLF at 2.9 to PF at'll'20 a :Lt Nailer SP Ripped: BC - From 4 PLF of 2.9 to; 4: P F at* pp BC - From 20 PLF at 0.0 to 20 PLF at 1I.14 Negative reaction(s) of -735# MAX. CSee below) From a non -wind load case TC - -395 LB Como. Load at 1.48 requires uplift connection. TC - 132 LB Como. Load at 4.31 TC - 332 LB Como. Lqpd at 7.13 • • ••• 146 mph wind, 15.00 Pt menu h t RSCE 7 -02 CLOSED bldg, not located within 4.50 TC - 512 LB Como. I•ood 4► • 9.96 • • • • • Ft From roof edge, CRT II, EX� �, wind TC 6L -4.0 par, wind BC OL -3.0 per. BC - -72 LB Como. lfodtf at 1* 48 • • • • • • • BC - 73 LB Como. fold T 4.35 • •• • • • In lieu of rigid ceiling use purlins to brace BC 0 24" OC. BC - 162 LB Como. Lgpd 7.13•• ••• ••• BC - 245 LB Como. Load n 9.96 Bottom chord checked For 10.00 per non- oonourrent live toad. Deflection meets L/360 live nd L/240 total load. ** WARNING I Overhang defleotions excessive ** Truss has vertical derleotion on •• • • •• ••• •• overhang of 0.22" due to live food and.0.14" due to dead toad at X m - 2-10-8. • • • • • • • • Creep increase Factor for dead load is 1.00. • •• • • • • •• • Top chord overhangs have been checked onlq For loads as indicates. Overhangs ••• i ••• i i•• ••• not checked For man fonds or long -term de leotion. N -395# 132 332 512 m — , --►� -- 2'9 2 ' 9 " 15 _ _"yam- 2-9-15 -- --N s - - -4'7 "4 3'1"3 ftla .3 Rv = -73�d U =180# NAILED 2,12 ® 13'6 "1 5X6 o T1 T 3 X4 WS ° 2X8 CAI) W2 W4 N l 2X4 N ..i_, 542X4 2X 3X4 m B1 —10 ------ ° -4'7 "4 3'1 "3 —+ 34 "14 �-- 2'9 "IS 11'2 "6 N M �-- ;�— a 2 r � a 2'9"15 2'9"15 N -72# 73 162# 245 Rv -873# U -iO58# W -5 "11 Rva2356# U=1188# W =8"1 LEFT RAKE a 2'10 "13 LEFT JIG 11'5 "9 RIGHT JIG 14'1 "4 TAG T16 SEO 96135 PLT. TYP. -WAVE FBC /TPI2002CSTD) c /RT- 1.00(1.2 O) QTY= 1 TOTAL= 1 REV. 7.26.0608.21 SCALE =0.4220 * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING INSTALLING MORRIS R. S p P. TC LL 30. 0 S REF _ AND BRACING. REFER TO H28 -81 (HANDLING INSTALLING RND RACING), YUBLI6HE0 NY TPI (TRUSS 1808 N.W. 112TH RY UE Op sr TO THESE bTERWIS ) TOP R CHORD SHALL (9544) SPRINGS PRI FL. 33071 TC OL 15. QpSf DATE 10 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI r n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC DL 1 Q . Q S DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICASLE BC LL Q • Q p s f DESNR BA �t1d PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM AS53 GR40 GRLV. STM TOT. LO. 5.5.0 S1 O/A LEN 110206 'n:,me: (71)465.7073 ►ek (76)445.74]9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED O THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S Al_ ON THIS DRAWING INDICATE DUR.FA C. 0.90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19SS4 & EB5251 SPRC I NG 24. 0 " TYPE HIP—JACK ob *CUBI0009) RAY CRRRBOTTA - 166 NE 92ND STREET / HJL THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRO RAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense SPE LOADS DUR.FRC. - 4 * 9 ; PATE: DW s AE i0.90 Bot chord 2x6 SP #3 TC - From 90 PLF at 2.91 to 4 N P at 9.�8 Webs 2x4 5P #3 a • • • • :Lt Nailer SP Ripped: BC - From 4 PLF at t2 * tp�� • 4; nt� t], BC - From 20 PLF at 0.00 to D LO PL at ss 146 mph wind, 15.00 Pt mean hggt RSCE 7 -02 CLOSED bidg, not located within 4.50 TC - -370 LB Cono. Load at 1.48 Pt From rcoF edge, CRT II, EX P �, wind TC 6L -4.0 per, wind BC DL-3.0 psf. TC - 131 LB Cono. Load at 4.31 TC - 350 LB Cono. Lcpd ntt 7.13 • • • • In lieu of rigid ceiling use purlins to brace BC 0 24" OC. BC - -71 LB Cono. hpnd %fo 1.45 . • • • • • BC - 94 LB Cono. L•000l at • 4.3 • • • • • • • Bottom chord checked For 10.00 per non- oonourrent live food. BC - 176 LB Cono. Lbatf cif 7.13 • •• • • #+ WARNING! Overhang derleotions_ excessive •• Truss has vertical derleotion on Oerleotion meets L /360 and LA240 nl Igad. overhang or 0.18" due to live load and 0.11" due to dead load at X - - 2 -10 -6. Creep increase Factor For dead load is 1.00. To chard overhan s have been checked onlyy Pon Toads as indicates. Overhangs • • • •• ••• • no fi check s s 9 • d For man loads or long -term deFleotion. • i• •• -370# 3 • • • • • • • 131 • • • • • ••• •• —1'5"12 {e 2'9 "15--- +---- 2'9 "1S - -- - 2'9 "3 �7 O } ►- ------ 3'4% _ �_� 2'9 "6 2'9"8 1 Rv -1 4# U=180# NAILED 2X4 � 13 "5 2'12 �' 4X6 T Ti W5 : 3X4 ; N c(,�,� N a N 3X4 2X�F ) W2 W N 00 N '12X4 2X4 Bl 3X4 6X12 (R) �--- 3 — 2'9"6 -- d� ----- 2 ' 9 "g --1' 2 - 15 '�. 9' 10 "13 I--1 - 5 - 12 --— -- 2'9"15 2 ' 9 " 15 --- ��-- -- 2'9"3 -71# 944 176# Rvm767# U =947# W -11 "5 Rvm7 3# U-460# NAILED TAGT LEFT RAKE 2'11,13 RIGHT JIG 912622211 mJITl8 10'1 "13 PL T . TYP . - WAVE FBC /TPI20o2 (STD) C /RT -1.00 u.2s) /10 t o) OTY� 2 TOTAL 2 REV . 7.26.0 08.21 SCALE ffi0.5602 *iWARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R. SHRSHOUR P.E. AND BRACING. REFER TO HIB -91 tHANOLING INSTALLING AND RACING) F�USLISHED BY TPI CTRUSS 1908 N.W. 112TH AVENUE TC LL 3 0 0 p S F REF PRIOR TO FUNCTION. SU �ESS O bTFHRVISE N, INDICATED 91 TOP R CHORD SHflLL (95 753 -199 �' 33071 TC DL 15 0 5F DATE 10 - 18 - 2006 n PR II . ATT * ** FURNI RBCOPPYY BOTTOM CHORD TO THE INSTALLATION C TV ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC O L 10 0 p S f ORWG DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL +5C p S f OESNR BA At yCL -/ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM AS53 GR40 GRLV. S TOT. LID 5 S 0/A LEN 91013 AAMM C771)465.7073 FM CM)465.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Oh OUR F C . 0 .9 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A -2. THE SE AL ON THIS GRAVING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 8UIT%1L ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 8 E852S1 SPRC I NG 2 4 . D " TYPE H I P _JACK TH, ob:CUBI0009I RAY CRRRBOTTR - 166 NE 92ND STREET / HJ4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 SPECIAL LOADS 0• 0 ••• • 0 • e ••• Bot chord 2x4 SP #2 N - - - - -- CLUMBER OUR.FRC.- O.OS•/ PLATd Ot4gle rO.1Ol :Lt Nailer SP Ripped: TC - From 90 PLF at a2.SP to* 0 " PPF at* 7007 BC - From 4 PLF at:2.S� t : :IPFF oi! 9000 146 mph wind, 15.00 Pt mean hqt ASCE 7 -02 CLOSED bldg, not located within 4.50 BC - From 20 PLF at 0.0 to 2 P F of . L: Ft From Poor edge, CRT II, EXP , wind TC OL -4.0 par, wind BC DL -3.0 per. TC - -370 LS Cone. Load at 1.48 TC - 131 LB Cono. Load at 4.31 In lieu or rigid ceiling use purlins to brace BC 0 24" OC. BC - -71 LB Cono. Lgad at 1.48• • • ••• BC - 94 LB Cono. 6640 Q • 4.34 • • • • • • Bottom chord checked Pon 10.00 par non-concurrent live load. • • • • • • • • • • • • Der l eot i on meets L /3;0 V ivo and 0/ 40 #%to l A oad P T op chord overhangs have been checked onlyy ran loads as indicates. Overhangs • ••• 0 0 9 00 6 • • • not checked For man fonds or long -term deflection. •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• -370# t 132 e 1 e 5 "12 —sT� 2 .9 .. 1 5 -T 2 . 9 .. Rv =275# U NAILED 12'9 "6 2.12 �- 3 00 m 2X4 CAI) 2X4 -+ N �L N 11'4" B1 7'0 "14 2 *9 "15 � 7.0 "14 -- �1'5 "12 2'9 "15 2'9 "3 —t -71# 941 Rv -465# U -755# W -11 "5 Rv -124# U @180# NAILED LEFT RAKE 2'10 "13 RIGHT JIG = 9'11 "12 TRGTffiJIT13 7'3 "6 SEC 96295 PLT. TYP. -WAVE FBC /TPI20 DO 02CSTDI C /RT- 1.( 1.25) /1OC 0) OTY= 1 TOTAL= 1 REV. 7.26.0608.21 SCALE =0 * *WRRNING ** TRUSSES REQUIRE EXTR CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHRSHOUR P•E TC LL 30. OP S P REF AND BRACING. REFER TO HIS -81 CHANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CTRUSS 1908 N.V. 112TH AVtNUE PR TO T HESE O FF UN I CTIONS R . S UUNLESSSS OTHERWISSEE,I�2CATEDBITOPRCH�T5HALLCHAVES CORAL � 753 -ISOB FL . 33071 T OL 1 0 SF DATE 10 -18 -2006 CEILT PROPERLY flT * I MPORTAN T ** F OFTTHIS THE INST CONTRACTORRIGI P ALPI ENGINEERED PRODU INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC DL 1 3 .(] P 5 OR WG DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APkICASLE BC LL 0 . d P S F DESNR BA At' Ld� PROVISIONS OF NOS WATIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA RSTM 8653 GR40 ORLY. STEEL TOT.LD. 55.0 Sf 0/A LEN 70014 (772) 4557073 Fm tM) 400429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OUR.FRC. 0.90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, •19554 s EB5 I SPACING 24.0 " TYPE HIP-JACK ob:(USI000S) RAY CRRABOTTA - 166 NE 92ND STREET / CJ71 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 m h wind 15.00 Ft rpn. qt' AS �,7 �j dOS Q bld , not located within 4.50 Bott chord 2x4 SP #2 N Ft From roar edge, CAT T•I,• E P �•, w nd�T�r��L 91nd BC DL -3.0 psf. :Lt Wedge 2x4 SP #3::Lt Nailer SP Ripped: • • • ••• Member design & up 1 I Fts bass$ ojj PW .-R9 aid Cj .�• : • In lieu of rigid ceiling use puriins to brace BC 0 24" CC. Deflection meets L/360 live and L/240 total load. Bottom chord checked For 10.00 per non- oonourrent live load. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •RL=25F#• U-341# NAILED — 17 77T - 13'3 "8 3 �- - T1 a a m m N 3X8 N D 2X4 CAI) 2X4 N a�X4 C1 cD 11'4" Bl 2 N 7' � -626# U =683# W =4" 7 � Rv =122# &A-180# NAILED L LEFT RAKE - 2'1 "4 55 TAG JIG 7' "4 RIGHT JIG - 667 PLT. TYP. - WAVE FBC /TPI2002CSTO) c /RT- 1.0O(1.25)/10c o) OTY- 2 TOTAL= 2 REV. 7.26. 608.21 SCALE - 104 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HOLING, SHIPPING INSTALLING MORRIS A. SHRSHOUA P.E TC LL 30. S REF AND BRACING. REFER TO HIB - 91 (HANDLING INSTALLING AND B RACING) P UBLISHED BY TPI (TRUSS 1906 N.M. 112TH AV �NUE Op SF TO I 2 OTHERWISE INDICATED, TOP SSHRALL 854) 7531IN6 33071 TC OL 1 c J . SF DATE 10 dp'e n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGI p C CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. S BC O L 1 0 . {� ORW G ,y ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P 1'+ DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING W HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • O p S f DE SNR B At1 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GS RSTM A653 GR40 GRLV. S TOT LO. 5 5 5 5' .0 SF 0/R LEN 7 (772)465.7076 — ..gM4637419 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE S EAL ON THIS DRAWING INDICATE DUR. FAC 0.9 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, #19554 t EB5251 SPACING 24.0' TYPE JACK ob:CUBIO009) RAY CARABOTTA - 166 NE 92ND STREET / CJ7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 Ft J I,• tXP rgpf; 49SG�a7 G dw ind BC located L within 4.50 Bot chard 2x4 SP #2 N ft From roof edge, CAT p af , p :Lt Nailer SP Ripped: • • • ••• • • • Member design & upIifis.-bnsej (aZ piR3 and C 0 .• In lieu of rigid calling use purlins to brace BC ® 24" CC. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 par non- conourrent live load. • • • • • •s• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • RtA'8'8M U -364# NAILED 77 T 3 T1 N N = 2X4 CAI) 2X4 N : ' Tx 11'4" B1 1 7' 2' Rv =624# U =681# W =8" 7' Rv =128# U 180# NAILED LEFT RAKE 2'1 "4 S TACT ®JIT9= 7 "4 RIGHT S JIG = 9*1" PL TYP. -W FBC /TPI2002CSTO) c /RT- 1.0001.25)/10C 03 OTY= 2 TOTAL= 2 REV. 7.26.0608.21 SCALE 0.8104 * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUR P. . TC LL 3 0 . Q S E REF AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND GRACING) AUSLISHED 8Y TPI (TRUSS 1908 N.W. 112TH AVENUE PLRTE INSTITUTE, 583 O'ONGFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE C954) 753 -1988 TC OL 1 DATE 10 -18 -2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGI n �+ CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 • SF' DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • 0 p S DESNR BA At ba PAPER AND TPI. ALPINE CONNECTO OF STEE TOT. LD . 55 . 0 SF O/A LEN 7 �4Ah : tM)463-Vn F=(M)463.4419 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-T. THE BERL ON THIS DRAWING INDICATES FA C. 0.90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #15554 & E85251 SPACING 24.0" TYPE JACK ob:CUBI0009) RAY CARRBOTTR - 166 NE 92ND STREET / CJS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 Ft Aeon 'hgt ASCE 7.02 0L06EL) bldg not located within 4.50 Bot chord 2x4 SP #2 N Ft From roof edge, CRT = ?� �(P ', : nj � kP-:4.0P psF, wind BC DL-3.0 psf. :Lt Notler SP Ripped: • • • • Member design 8� up I t fts•based ca • MOO (;,d C�iC. • In lieu of rigid ceiling use purlins to brace BC 0 24" CC. • • ••• • • • • ••• Bottom chord checked For 10.00 per non- oonourrent live load. Deflection meets L/360 live and L /240 total load. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • ; ; Um285# NAILED •• • • • • • ••• •• 12 " B 3 1 T1 m 2X4 (191) 2X4 N 'GX4 N 11'4" 5 if ..i.. B 1 1 2' Rv =527 U =651# W =8" 5' Rv -88# U 180# NAILED LEFT RAKE 2'1 "4 LEFT JIG 5'3 "9 RIGHT JIG a 7'1 "5 TAG m T47 SEO 9603$ PLT. TYP. —WAVE FBC /TPI2002CST0l C /RT 1.00(1.251/10( 0) OTY- 6 TOTAL= 6 REV. 7.26.0608.21 SCALE =1.04 6 ••WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E TC LL 3 S r REF AND BRACING, REFER TO HIS -91 CHANDLING INSTALLING AND 6RACING) kBLISHEO BY TPI (TRUSS 1908 N.W. 112TH A Op s INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONi. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE C9S41 753 -1986 TC DL 15.3pSf DATE 10 - 18 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC O L 1 0 . S f ORW G ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE SC LL 0 • O P SF DESNR BA �taa PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEEL TOT LO. 55. Ops F 0/A LEN 5 PI- (772)465.7073 Fm(M)4M7420 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SiAL ON THIS DRAWING INDICATE OUR FAC. 0 • 9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19594 8 E85251 SPACING 24.0" TYPE JACK ob:(UBIC009) RAY CARABOTTA - 166 NE 92ND STREET / CJ51 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 dense 146 mph wind, 15.00 ft moan +,% •Ascrt ? - @LtOSEfl bldg, not located within 4.50 Sot chord 2x4 SP #2 N ft from roof edge, CRT It,'EX: C: wlrj'.'T 1Q*. DF--s.0 Dsf, wind BC DL -3.0 psf. :Lt Wedge 2x4 SP #3::Lt Nailer SP Ripped: • • • Member design 8 up I i f is Rased • or•'.M�IF�tS.ard C &t3. .% In lieu of rigid ceiling use purlins to braoe BC 0 24" OC. Bottom chord checked for 10.00 pef non - concurrent live load. Defleotion meets L/360 live and L/240 total load. 0 00 41 • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • ••� '•' •'RN;- = #•• -260# NAILED / 12'9 "8 3 L 12 T1 3X8 2X4 (A1) 2X4 N 2X4 C1 N 11'4" Bl 2 �N L 5' r — 2- U U -654# W -4" 5. Rv -81# U 1 180# NAILED LEFT RAKE - 2'1"4 5 LE JIG �, 5'3 "9 RIGHT = 96063 T PL TYP. -WAVE FBC /TPI2002CSTO) c / R r - t.00( /to( o) QTY- 2 TOTRL� 2 REV. 7.26.0608.21 SCHLE 1.0406 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R. SHASHOUR P• TC LL 3 . Op S REF AND BRACING. REFER TO HIS -81 (HANDLING INSTALLING AND BRRCING) AUSLISHED NY TPI (TRUSS 1908 N.M. 112TH RY�NUE P RIOR To PERFORMING UNLESS OTHERWISE INOICATEDS )TOP OR CHORD (99541 S 7 P 5 31 11988 FL. 33071 TC DL 15. OpSf DATE 10 -18 -2006 n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI BC D L 1 O . O S DR WG Q ILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE, TRUSSES IN CONFORMANCE WITH TPI= OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICRBLE BC LL O . O p S F DES NR BA PROVISIONS OF NOS OVATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GALV. ST TOT.LD. 55 O SF 0/A LEN 5 v:wne,: (M) 46-'7= F�:CJ LO 465.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SkRL ON THIS DRAWING INOICRTE DUR .FAC. 0 . 9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ESIGN SHOWN. THE BILITCOMPONENT SUITRY AND USE OF THIS C FOR RNY PARTICULAR BUILDING FL. REG, #19554 8 E85251 SPACING 24.0" TYPE JACK ZTPT ob:(UBI0009) RAY CARRSOTTA - 166 NE 92ND STREET / HJ5 TH IS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • • Top chord 2x4 SP #2 N SPECIAL LOADS •• • • ••• • • ••• • • • • • •• Bot chord 2x4 SP #2 N - -- ---(LUMBER DUR.FAC.-Q.90 •/ P* AT& ARM e..0.10) :Lt Noiler SP Ripped: TC - From 81 PLF at 2.27 to O•P F ate - S Q P�42 BC - From 4 PLF at -C •• 4:PIF at _4 !OD 146 mph Wind, 15.00 Ft mean hgt ASCE 7 -02 CLOSED bldg, not located within 4.50 BC - From 20 PLF at -0.6 to f s2 rt From roof edge, CAT II, EX �, wind TC bL -4.0 per, wind BC OL -3.0 per. TC - 78 LB Cono. Load at 3.02 BC - .78 LB Cono. Load at 3.02 In lieu or rigid ceiling use purlins to brace SC 0 24" OC. Bottom chord oheoked•?gr iL00 pQP -Qono,* rQnt ve load. Derleotion meets L/360 live and L /240 total load. • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• • ••• • • • • •• • 78# • • • • • • • • • ift 3'0 "4 _' •• • • 2 , " •v�3' _l 190# NAILED 2# QF 12'9 "7 2'77 ® T1 in N C� DD o H 2X4 CAI) 2X4 N T2X4 N 5'15 11'4" B1 1 1 5'5"1 2'2" 5'5 "1 3'0 "4 2'4 "13 78# Rvm639# Um413# W @8 "11 Rv-96# Um180# NAILED LEFT RAKE 2'3 "3 TR T�JI S = S'8 "S RIGHT JIG a 9628 PL TYP . -WAVE FBC /TPI2002 (STD) C /RT -1.00 (1.25) /10 ( 0) OTY- 1 TOTAL= 1 REV. 7.26.0608.21 SCALE =0.96 6 +•YARN NG ** TRU_S^�ES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R. SHRSHOUR P.E. TC LL 3 � . � S F REF _ AND BRACING. H R TO HIB -81 CHRNDLING INSTALLING AND MRACING) O UBLISHE13 6Y TPI CTRUSS 1908 N.Y. 112TH AV�NUE p PR I OR TO 6. 6THERYIS SHALL t8 753-1886 F 33071 TC OL 1 5. O pSf' DATE 10-18-2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE k PROPERLY ATTACHED RIGI C n CEILING. **IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 1 0 . S P ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE BC LL 0 • O p s r DE SNR BA At PAPER AM TPI. A CO�CTORS MADE 20GA ASTM R683 GR40 TOT .LD. 55 • Ops � 0/A LEN 50501 a:w-: CM)46S7= rmnCM)465.9429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED DUR.FAC. 0.90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE ClF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 618554 8 E85251 SPACING 24. TYPE HIP—JACK AT, T TS _ ob:CUSI000S) RAY CRRRSOTTA - 166 NE 92ND STREET / CJ3 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 Dense 146 mph wind, 15.00 Ft moan t,•ASCE ,i - W% k19OSE49 bldgg, Loonted anywhere In Bot chord 2x4 SP #2 N roof, CAT II, EXP C, wi 110 *A 1j:, i11d�C FL - 3.0 psf. :Lt Nailer SP Ripped: • Member design & up I I f is Cnsec: op �WF'�S • • nt�l C &C. • • • • In lieu of rigid ceiling use purline to brace BC 0 24" OC. Bottom chord checked For 10.00 pef non - concurrent live load. Defleotion meets L/360 live and L/240 total load. • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• •• i•s i i i M'45 #% U =180# NAILED •• • • • • • ••• •• 12'3 "8 3 Ti : s m m 2X4 CAI) 2X4 Tx 14 1 x - 11'4" B1 1 3' 2' Rv 449# U @643# W =8" 3' Rvn47# *180# NAILED LEFT RAKE 2'1 "4 TAGImJI 3 3 3'3" RIGHT 96014 PLT. TYP. -WAVE FBC /TPI2002(STD) C /RT 1.DD(1.2S) /10( O) QTY= 8 TOTAL- 8 REV. 7.26.0608.21 SCALE X1.4 35 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHRSHOUA P.E MI TC LL 0 . P S F REF_ D BRACING. REFER TO HIS (HANDLING INSTALLING AND GRACING) AUBLISHEO BY TPI (TRUSS 1908 N.W. 112TH AV�NUE LATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PROPERLY ATTACHED STR AND BOTTO PROPERL RIGI (854) 753-1996 TC DL 15. DATE 10-18 -2006 C *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR B C D L 1 S 0 R WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P 1 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING At HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0 • C p S f DESNR BA PAPER ASSOCIATION) SAND TPIIL ALPINE CO STM ASS3 GR40 TOT .LD. 5 . (] SF 0/A LEN 3 wane: (772)4657073 Fw-(772)465.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R - THE S&L ON THIS DRAWING INDICATE OUR. FAC . 0 .90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 419554 t ES5251 SPACING 24 .0" TYPE JACK ob= CUBI0009) RAY CARABOTTA - 166 NE 92ND STREET / CJ31 THIS DWG. PREPARED BY THE PIN J QE1 I)ESIONE8 PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 ft moon �g ;� �SC� 7-D2: ( bl�igg, 000ted onywhere in Bo chord 2x4 SP #2 N rooF, CAT II, EXP C, wind T C • L -4. 0 sF • 4Nin BC L- 0 :Lt Wedge 2x4 SP #3::Lt Nailer SP Ripped= • • In lieu of rigid ceiling use purlins to brace BC ® 24" CC. Member des tgn & upI boset on 49WFRS and•Ca Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psF non - concurrent live load. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• '• V: ; ;Rj-186r U%L80# NAILED •• • • • . • .•• •• 12'3 "8 3 t� 3X8 TI a a i Cl) (� : 2X4 CAI) 2X4 -� 1 TX 4 : Cl I � 00 11'4" B1 �N 3' 2 Rv =45 # U =648# W @4" 3 Rv =37# =180# NAILED I LEFT RAKE a 2'1 "4 TAGTIDJIT38 3 '3" RIGHT JIG a 5'1" PLT . TYP . -WAVE FBC /TPI2002 CST0) C /RT - 1.00 (1.25) /10 c o) OTY@ 2 TOTAL= 2 REV. 7.26.0608.21 SCALE =96 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R. SHASHOUR P.E. AND BRACING. REFER TO WIB -91 CHANOLING INSTALLING AND BRACING) PUBLISHED SHIPPING, TPI (TRUSS TC LL 3 • O S f R PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL 33071 p PRIOR TO PERFORMING THESE FUNCTION6. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE CSS4) 7S3 -1985 TC OL 15 DATE 10`18 - 2006 n PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE �1 PROPERLY ATTACHED RIGI I1 CEILING, w•IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR B C DL 1 3 • V ry S DR WG e ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS i DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH RPf'LICRBLE BC LL 0 .O pS F OESNR BA Atta PROVISIONS OF NOS CNATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEn TOT .LD. 55 . d SF 0/A LEN 3 Phmm CM46&7= F- M,2)465-7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Ob THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A - THE SE AL ON THIS DRAWING INDICATES OUR .FAC. 0 .9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL, AEG, #19354 & EBS251 SPACING 2 4 . D " TYPE JACK ob :(UBI0009) RAY CARABOTTA - 166 NE 92ND STREET / CJ1 THIS DWG. PREPARED BY THE PIN J ES GNE PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense Negative react i on Cs) of - 1841 (lee be toy,*' * f P4m ai non -w 1 nd load case Bot chord 2x4 SP #2 N requires uplift connection. • • • ••• * • • :Lt Noller SP Ripped • • • • • • • • 146 mph wind, 15.00 Pt mean R gt, ASCL••7 -02! CLOSER 111tiqq, Located anywhere in Member design & upllFte based on MWFRS and C &C. rooF, CAT II, EXP C, wind TC DL -4.0 psf, wind BC OL -3.0 psf. Bottom chord checked for 10.00 psf non- oonourrent live load. In lieu of rigid ceiling us pu rlins to brace BC 0 24" OC. • • • ••• DeP I eat I on meets L/360 I I -Z *nc? L 1 2#0 * too: Coco. � � • • • • • • • •• • • • .. 4Rw- -58# •• U %W0 #.. NAILED * • . • • • • • •. . • • • 3X4 CAI) 11'9 8 2X4 3 C:: - T1 a a 2X4 N 11'4" 1 1 1' 2' Rv =526# U =1539# W =8" Rv --36# U =180# NAILED LEFT RAKE - 2'1 "4 LEFT JIG .5 1'3" RIGHT JIG 9 33' PLT . �TYP5 FBC /TP12002 (STD) C /RT - 1.00 (1.25) /I0 ( 03 QTY- 8 TOTAL= 8 REV. 7.26.0608.21 SCALE X26 326 •*WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHRSHOUH P.E TC LL 3 0 . S F REF AND BRACING. REFER TO HIS -SL CHANDLING INSTALLING FIND MRACING) PUBLISHED BY TPI (TRUSS ISM N.W. 112TH AVENUE * O S F 70 THESE F( RW I �SE N � INDICHTED TOP�CHOROTSHALLCHHYES (9541 SPRI 1 � FL. 33071 TC OL 15-0 Sr DATE 10 22 PROPERLY RTTA��HHEEpp STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI G CEILING. * *IMPIRTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC D L 1 � • d S F D R WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AgkICASLE BC LL 0 • O p S F DESNR BA At PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GALY. STEE TOT.LD. 55. SF 01A LEN 1 A*m : (M)465-IM fm(M463.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE kRL ON THIS DRAWING INDICATE DUR 0 .9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, #19554 & E85251 SPACING 2 4. 0 " TYPE JACK i ob:CUBI00O9) RAY CARRI30TTA - 166 NE 92ND STREET / CJ11 THIS DWG. PREPARED BY THE R PINE JO ESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense Negative reaot i on Ce) of -1974 T11A; C *e $e l • �rod=n ninon -w I nd I and case Bot chord 2x4 SP #2 N requires upliFt connection. • • • ••• • • • :Lt Nailer SP Ripped: 146 mph wind, 15.00 Ft mean Kggt, ASCE• 9-82 p CLOSED billa� , Located onywhere in Member design & uplifts based on MFFRS and C &C. roof, CRT II, EXP C, wind TC oL -4.0 psF, wind BC DL-3.0 psF. Bottom chord checked For 10.00 peF non- oonourrent live load. In lieu of rigid ceiling use punlins to brae BC 0 " DeF I sot I on meets L/360 I I v Snc? L(2%0 * .t o =n t 1.16ag. • • • • • • • •• • • • .. favv- 1W#, U.-4,90%. NAILED • ••o . . • o •• • •. o . • • 3X4 CAI) 12 11 "8 2X43 L 71 m a 2X4 ro «' tV 11'4" : 1 2" —1' 2 R =538# U =1578# W =4" Rv - -36# U -180# NAILED T LEFT RAKE ffi 2'], "4 J LEFT JIG 1'3' RIGHT IG TAG T34 SEO 05 PLT . TYP . -WAVE FBC /TPI2 CSTO) C /RT - 1.00 01 .25) /1O C 0) OTY- 2 TOTAL= 2 REV . 7.26.0608.21 SCALE . 2326 * *WRRNING ** TRUSSES REGUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R. SHRSHOUR P.E. TC LL 3 S F REF AND BRACING. REFER TO HIS-S1 (HANDLING INSTALLING AND 6RRCINO3 t�U13LISHED NY TPI (TRUSS 1S08 N.Y. 112TH A p PRIOR T PERFORM ING . O FUNCTIONS S OT PERFORMING THESE INDI CATED, 5371 ' NTE, OP CHORD SAFE R SHALL HAVE CS54) SPRINGS 16 F L. 33071 TC OL IS. PRA C T I C ES O�7SF DATE 10 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY RTTACHED RIGI G 7t CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC DL 1 0 - (� S F DRWG ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS ( - DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICASLE BC LL • O p S F DESNR BA 4t1a PROVISIONS CIAT � A C O E NNECTORS I ARE�MADE S OF 20GA R A85 AN D TOT LO. 55 - O S F 0/A LEN 1 a.Mm,m: (772)465.7073 F=C772)463.7429 EXCEPT RS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 DUR.FAC. 9� THIS DESIGN POSITION CONNECTORS PER DRAWINGS 1SO A -2. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #1SS54 & Es5m1 SPACING 24 . 0" TYPE JACK ob:(UBIOOO9) RAY CARABOTTA - 166 NE 92ND STREET / 5,17 THIS DWG. PREPARED BY THE A PINE J ESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense 146 mph wind, 15.00 Ft mean Qt * JISCF: 7 -Q2 • } fl bl ;g, not looated within 4.50 Bot chord 2x4 SP #2 N Ft From roof edge, CAT II, E 0 6 ,•wipd T�G BC DL -3.0 p . r. :Lt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' • • • • • • • :Lt Nailer SP Ripped: Member design & uplifts based on MWAR .A • &Z . • ••• Bottom chord checked For 10.00 psF non - concurrent live load. In lieu of rigid ceiling use purlins to brace BC 0 24" OC. ** WARNING I Overhang deflections excessive ** Truss has vertical deFleotion on DePI sot Ion meets L/360 IIve tr240 tetoI *lcad. • ••• overhang of 0.31" due to live load at X 2 -0 -9. Creep increase Factor For • • • • i i : : • •• dead load is 1.00. 0 : •• * o •o •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• Rva302# U =388# NAILED 13'6 "4 3 ©- N T1 N 3X4 _ 3X6 CC6) iv 2X4 CC6) 2X4 _. X 4 1 co 11'4" B1 2 7'11" � U�708# W�8" 7 11 " Rva139# U 180# NAILED LEFT RAKE a 2'1 "4 I LEFT JIG 8,3..9 RIGHT - 9612 5 P TYP. - WAVE FSC /TPI2002CSTD) C /RT 1.0O(1.25) D) OTY- 8 TOTAL= 8 REV. 7.26.0608.21 5CAL E �0. 3 8 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING MORRIS R. SHASHOUA P.E. AND BRACING. REFER TO HIB -91 WANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS 1908 N.W. 112TH AVENUE TC L 3 (] . O p S � REF _ PRIOR TO F(UNCTIONS. INDICATED TOP SHALL E C HAV B C954) SPRINGS, 3 188 � 33071 TC OL 15. O Sf DATE 10 ED PROPERLY RTTACH STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI p 1v n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 0 • 0 nn S F' DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS r DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 • O PS1" DESNR BA �tL(1 PROVISIONS OF NOS WTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GR40 ORLV. STEEL TOT. LO. 5 55 • 0 Si" 0/A LEN 71100 Vhmw CM) 4654M c- c(M)46S.7419 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SERL ON THIS DRAWING INDICATE DUR 0 .9 0 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. RES, #19554 & 885251 SPACING 2 4 . D " TYPE E J R C K o *CU9I 0009) RAY CARRBOTTA - 166 NE 92ND STREET / EJ71 THIS OWG. PREPARED BY THE R INE JO ESI NE PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense Negat I ve react I on Cs) of - 3354 %R: (Ste t:e 1' w 'rr% a. on -wind load case Sot chord 2x4 SP #2 N requires upliFt connection. • • • ••• • • Webs 2x4 SP #3 • • • • • • • :Lt Nailer SP R 146 mph wind, 15.00 rt mean h RSOEO P -32 • C OSEW b4dg, not located within 4.50 Member design & uplifts based on MFFRS and C &C. Ft from roof edge, CRT II, EXP 6, wind TC 6L- .0 par, wind BC DL -3.0 par. ' Bottom chord checked for 10.00 per non - concurrent live load. In lieu of rigid ceiling use p urlins to brace BC 0 24* OCR Der ( eot I on meets L/360 I i vi 9�d' L P.24.p :o:.[-.1 nq. i i •' •• • • • •• ••• •• • ••• • • • •• • 3 "11 3'4 "i�' • • Rv= 19 # IJ= 180# NAILED 2X8 13'6 "4 12 N 3 2X4 T1 --/'� W2 N lf) _ V7 II N N .y --��-- 2X4 CR1) 2X4 W1 cv II 2X4 c011 ii.. B1 i tt f � N 7.1"10 ll f° 7'3 "10 3X4 7 "6 K -626# *;677# W -4" 7'11" Rv =777# J=61 7 W =1'0 "11 Rv = -33 # U -180# NAILED LEFT RAKE m 2'1 "4 TAG = JIG T11 8'3 "9 RIGHT - 96130p "5 PLT. TYP. -WAVE FOC /TPI2002(STO) C /RT- 1.00(1.25)/10( 0) QTY= 1 TOTAL- i REV. 7. 6.0608.21 SCALE =0.7358 *•WARNING#• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HBNOLING IPPING INSTALLING MORRIS R. SHRSHOUB P E. AND BRACING. REFER TO HIS -91 CHANDLING INSTALLING AND BRACING) iUBL BY TPI (TRUSS 1508 N W 112TH AYE 9 TC LL 30 . O P S F REF PRI TO PERFORMING . 6TH ) TOP R CHO R D T SSHAALL C HAVE S CSCOSi SPRINGS 8 F 33071 TC OL 1 (] SF DATE 10 72 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC OL 1 0 . 3 S ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 •O S P DESN R BA Atba PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEEL TOT.LD. 5 SF O/A LEN 71100 ft�: (rn)465.7073 vm(?72)468.7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 DUR.FAC. 0-90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, #15554 8 EB5251 SPACING 24.0 " TYPE E JA C K AT, ob:(UBIOOOS) RAY CARRBOTTA - 166 NE 92ND STREET / EJ72 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 ft mean N1Qt • ASCR 7 - ®2 OLQSGti bldg, not located within 4.50 Bo t chord 2x4 SP #2 N ft from roof edge, CRT II, V t, :wiisd Tr.gL•.+.H Caf,: wind BC 01-=3.0 psf. :Lt Nailer SP Ripped: Member design & up I i f is base: on EIWGESS oldiCt . : •: • In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Bottom chord checked for 10.00 par non- aonourrent live loud. II Deflection meets L/360 live and L/240 total load. •• • • • •• ••• •• * Rvmm2(f84F ** t1 ®364# NAILED 13'3 "8 3 �- T1 a a CV tV e OO 2X4 CAI) 2X4 : c' X4 lt'4" B1 1 LL 7' �2' Rv =624# r U =681# W =8" 7' Rv -128# U 180# NAILED I LEFT RAKE 2'1 "4 TACT - JIG TS - 7'4 "4 RIGHT JIG = 96 25 PLT. T4.-WAVE FBC /TPI2002CSTO) c /RT- 1. O0(1.25) /l0( 0 1 QTY= 5 TOTAL- 5 REV. 7.26.0608.21 SCALE =0.8104 * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING INSTALLING MORRIS A. SHASHOUA P E TC LL 0 . n5 f REF AND BRACING. REFER TO 1418-91 (HANDLING INSTALLING AND BRACING) �USLISHED OY TPI (TRUSS LSOS N.W. 112TH AV&NUE r PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53715) FOR SAFETY PRACTICES CQRRL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTEO TOP CHORD SHALL HAVE C9541 753 -1586 TC DL 15. Q SF' DATE 1Q - 18 - 2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE O PROPERLY ATTACHED RIGI p 09 CEILING. : *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC DL 1 S F DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICASLE BC LL b . O P S F DESNR BA �tLa PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM AS53 GR40 GALV. STM TOT .LD. 55.0 P S f 0/A LEN 7 R (712)465.7073 Fak:(M)46&7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED DUR.FAC. • 90 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A -2. THE BERL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 918554 & EB5251 SPACING 2 4.0 " TYPE E J AC K ob :(UBI0009) RAY CRRABOTTA - 166 NE 92ND STREET / EJ14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topp chord 2x4 SP #2 N #+ The maximum horizontal recsd'r� 15i i w+ 94s# .e*. • • • • Bo t chord 2x4 SP #2 N • • • • • • :Lt Nailer SP Ripped: 146 mph wind, 15.00 ft mean Fagt, ISC� 7 -02; CtOSEQ bl:g , Located anywhere in roof, CRT II, EXP C, wind TC•oOL- 490•peF,•wind.BC ar3•G psf. Member design & uplifts based on MWFRS and C &C. Bottom chord checked for 10.00 psF non - concurrent live load. In lieu of rigid ceiling use purline to brace BC 0 24" QC. * * * ** BEARING ANALOG MODIFIEDI *•••• Deflection meets L/360 live•and !/240 tctal•lood. • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• • ••• • • • • •• • • • • • • •• • • •• •• 2X4 X4 CAI) 3 G T1 11'8 "2 m 2X4 = 1 6 "8 2' Rv 180# Rh- 946# =325# Wffi6 "8 Rvm75# Rh -946# U =180# NAILED LEFT RAKE 2'1 "4 YE F T ffi JIG 12 4 10 "1 RIGHT JIG 63264 PL TYP.-WAVE FBC /TPI2002 (STD) c /Rr - l .00 ( 1.2s) /to c o OTY- i TOTALS i REV. 7.26.0608.21 SCALE j . 5018 * *WARNING ** TRUSSES REQUIRE XTR CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUR P.E TC LL 30 . O S f REF AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AM RACING) AUSLISHEO B Y TPI (TRUSS 1308 N.W. 112TH AVENUE p RIOR TO F FUNCTIONS. SU �ES SS S O THERWISE' INDICATED ) TOP R C H H ORDD SHALL 854 75 3-1888 FL. 33071 TC DL 15. C Sf DATE 10'18'2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI p n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 1 • 0 S DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING �� , HRNOLING, SHIPPING, IINSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL 0 . O p S f DESNR BA �t1d PROVISIONS OF NOS OVATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 SR40 GALY. STEEL TOT. LD . 55. 0 S F 0/19 LEN. 608 ft72)46s7073 rmaCri2)46s7439 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS FIND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE S�RL ON THIS DRAWING INOICATE DUR . FAC . 0.90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19354 & ESS251 SPACING 24.0" TYPE EJACK ob:(UBI0009) RAY CARABOTTA - 166 NE 92ND STREET / EJS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 Ft mean h 1 C if - Q2 not located within 4.50 Bot chord 2x4 SP #2 N Ft from rooF edge, CAT II E t!, in* TDB b� -b.N p'r,t ind BC DL -3.0 per. :Lt Nailer SP Ripped: • Member design & upIifis boeed•on 4F2j.. d j &C. • • In lieu of rigid Ceiling use purlins to brace BC 0 24" OC. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 per non - concurrent live load. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• • ••• • • • • •• • „• ; ; •�td =�7�#:•• ;� 85# NAILED 12 "8 3 12 Ti s s 2X4 (A1) 2X4 iv TX4 N s 11 B1 1 5' 2' Rv =527 U -651# W =8" 5• Rv-88# U- NAILED LEFT RAKE TAG 5 3 "9 RIGHT JIG ffi 7'1 "5 SEO 96272 PLT. TYP. -WAVE FBC /TPI2OO2(STO) C /RT l.00(1.2S1 /10( 0) QTY- 3 TOTAL- 3 REV. 7.26.0608.21 SCALE gl .0406 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING , HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUfl P.E. AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING) P UBLISHED 6Y TPI (TRUSS 1808 N.W. 112TH AV�NUE TC LL 3 0 . 0 P S f REF PRIOR TO . O FUNCTIONS �IUNN E SS E I SAFETY PRACTICES + CORAL 5+7 753 -1986 FL. 33071 TC DL 15. OP SF DATE 10- 18-2006 PROPERLY ATTACHED STRUCTURAL PANELS flN0 BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGI G n CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC D L 1 0 . O s f D R WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP1&LICASLE SC LL 0 • 0 P S F DESNR BA PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GR40 GALV. STEE TOT. LO. 55. P S F 0/A LEN. 5 (M)465-7073 cme:(M)e65-7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Q DUR.FAC. 0 • 80 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SE AL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ",USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, plss54 & E85251 SPACING 2 4.0 " TYPE E JA C K � �I ob :(UBIOOOS) RAY CARABOTTA - 166 NE S2ND STREET / EJ11 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 Ft mean ►,r,•�s C:QSE�;bt{��, Located nnywhere in Bot chord 2x4 SP #2 N rooF, CRT II, EXP C, wind TC L4r4.O paf,•wind• G X11 -3• par. :Lt Nailer SP Ripped: • • • ••• • • • In lieu of rigid selling use purline to brace BC ® 24" OC. Member design & upIiFts boeeQ on VFg aCd - i . i Defleotton meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psF non - concurrent live load. • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• •• •• s i 4 v4 4 1 2 f* UP-710# NAILED 12'5 "14 3 Ti s a In N 2X4 CAI) 2X4 TX4 11'4" 81 1 3'9 "7 2' Rv -4 6# U -638# W -8" 3.9••7 Rv -64# U 180# NAILED LL LEFT RAKE - 2'1 "4 I TRGT -JIT22 4'0 "11 RIGHTS�6G a 962807 "13 PLT . TYP . -WAVE FSC /TP12002 (STD) c /RT -1.00 u.25) /10 ( 03 QTY- 1 TOTAL- 1 REV. 7.26.0608.21 SCALE - 1.2570 SS * *YARNING ** TRUES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND tlRACING) PUBLISHED BY TPI CTRUSS 1SOS N.Y. 112TH AY�NUE TC LL 3 0 . C P S F REF PRIOR TO OWE.S E RWSE , , INDICATED TOP RD SHALL HA VES CORAL. 34 SPRI 16 FL. 33071 TC OL 15.0 S F' DATE 10-18 -2006 n PROPERLY RTTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAYE �1 PROPERLY ATTACHED RIGI p G CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR B C D L 10 . O S F DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP BC LL 0.O S f DE SNR BA �tla PROVISIONS OF NOS (NATIONAL BIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. INE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GRLV. STEEL TOT.LD. 55.0 S F' 0/A LEN. 30907 m— (772)465-IM F- :(M)46&7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED 0 DUR.FRC. 0.80 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT r. DESIGN SHDWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 019554 & EB5251 SPACING 2 4.0 " TYPE E JA CK ,aw ob:CUBI00091 RAY CARRBOTTR - 166 NE 92ND STREET / EJ1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 ft mean halt, "CE•7- OQ,•CL"EQ*bldq, Located anywhere In Bot chord 2x4 SP #2 N roof, CAT II, EXP C, wind TC JL 4.•9 p1f %Ad•80 - 3d0 psf. :Lt Na I I er SP Ripped: S P • P�tFQ ar� �` &�. • • Member design S u Ilfts bosed•on In lieu of rigid ceding use purltne to brace BC 8 24" OC. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non- oonourrent live load. • • • • •• • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • *• ••• •• •• ;•; gv. M. (!1180# NAILED r/ 12'2 "5 3 TI t') M 2X4 CAI) 2X4 X 00 _ c0 -• 11 4" X1 — B1 1 2'7 "6 2' R =440# U =652# W-8'* 2 7 "6 Rv =39# U =180# NAILED LFAKE ll TAGT mJIG 2 ? 10 "4 RIGHTS kE a 4'8 "61 PLT. TYP. -WAVE FBC /TPI2002CSTO) c /RT- 1.o0C1.25)/10( 0) QTY- 2 TOTAL 2 REV. 7.26.0608.21 SC a1.5 2 **WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING LL INSTA NG MORRIS A. SHRSHOUA P E Mi . TC LL 3 0 . 0 s f REF PL ATE D BRACING. REFER TO HIS -91 CHANOLING INSTALLING AND BR ACING) PUBLISHED B Y TPI (TRUSS 1309 N.W. 112TH AVbIUE P PRIOR TOSPERFO RM ING 3 THESEOFUNCT O I R U. UNLES 6 THERVISE , INDICATED, TOP SHA L LCHAVE S 864) 77553I1988 FL. 33071 T OL 15 CpSF DATE 10 -18 -2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGI Q G OILING. * *IMPORTRNT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC O L 1 0 - O S F DR WG 1ti „t� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE SC LL 0 - O p S F DESNR BA � t1u PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GR40 ORLY. STEEL TOT.LD. 55. SF� 0/A LEN. 20706 amne: (772)46370?3 F=(M)46S.7420 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 .0 THIS OF 901 M Y�FOR RUSS COMPONENT 0.90 ACCEPTANCE • 90 • OE$ SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL, REG, #15554 & te85251 SPACING 24.0" TYPE EJACK ST RTI TTY (W THP RIM M., ob= CUBIOOOSI RAY CARABOTTA - 166 NE 92ND STREET / EJ13 THIS DWG. PREPARED BY THE fl PINE JO OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense 146 mph wind, 15.00 Ft mean * 13 ! C� 61Qg� Loonted nnywhere in Bot chord 2x4 SP #2 N roof, CAT II, EXP C, wind TC L -4i0 ppf, [� -3 psf. :Lt Nailer SP Ripped: Member design & uplifts based an ;dPR6•a4d W. i • +- In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Bottom chord checked For 10.00 psF non -oonourrent live load. DeFleotion meets L/360 live and L/240 total load. • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • • •• *•• •• •• i•� a X1 111180# NAILED „�--� 12'2"4 2 3 - T1 N N 2X4 (A1) 2X4 -" 2X4 -� C.o -� 11'4" B1 1 2'6 "14 R " ffi440# U =653# W =8° 2' 14 Rv -38# -180# NAILED LEFT RAKE 2'1 "4 LEFT O JI,G, 1 5 2'S %3 RIGHT06 G a 963 PLT. TYP. -WAVE FB /TP12002CSTD) c /Rt- l.00u.2s�noC o2 QTY= 1 TOTAL= 1 R EV 7.26.0608. ALE =l .58 2 * *WARNING ** TRUSSES REOUIR EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS R SHRSCOUR PE AND TC LL 3 O . O S f REF AND BRACING. REFER TO HIB -91 CHANDLING INSTALLING AND RACING) PUBLISHED BY TPI CTRUSS 1908 N.W. . 112TH R&UE PRIOR INSTIT 5 83 FUNCT OTH CHORD (9 7532183✓} FL. 33071 TC DL 15.OpSf DATE 10`18 -2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI Gam" n CEILING. * *IMPORTRNT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR BC DL 1 0 . S A DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING ' HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0 . O P S f' OESNR BA �t64 PROVISIONS OF NOS WTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL TOT.LD. 55 Op f O/A LEN. 20614 : (472)445 -7043 r=CM)463-4429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED O THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS CRAVING INDICATE DUR.F AC. 0- ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT '>r DESIGN SHOWN. THE SUITABILITY AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 a E85251 SPACING 2 4 . 0 " TYPE E JA CK ob:CUBI000S) RAY CARABOTTA - LGG NE 82ND STREET / EJ12 THIS DWG. PREPARED BY THE R PINE J O , 6QESIRNER.PRO5EAgaOM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N 146 mph mind, 15.00 Ft mean �i $SCE: 7 -a2 » CZQ bl8 L000ted anUWhere in yyi�pp • gg Bot ohord 2x4 SP #2 N roar, CAT II, EXP C, mind TC40L -4.0 P:P d•B -3.0 paF. :Lt Nailer SP Ripped: • • • • • • 0 •:• In lieu of rigid oeiling use purlins to brnoe BC ® 24" OC. Member design & upIIFts based on RWPR3r aAd &t. DeFleation meets L /360 live and L/240 total land. Bottom ohord oheoked For 10.00 per non- oonourrent live load. • • • • • ••• • • • • • • • • • • • • • • 0 • • •• • • • •• • . . Rva -345# o Wv180# NAILED • • • • • • • • •• • • • •y • 11'11 "1 3 12 2X4 (Al) 2X4 T1 0 a -y 2X4 C0 B1 1 1'9 "1 I 2' +Rv=442# U -710# Rv-19# Ua180# NAILED I LEFT RAKE m 2'1 "4 l L,EAFGT JIT23 1'11 "14 RIGHT JIG � 9629017 PLT.�TYP. -WAVE FBC /TPI2002(STD) C /RT + 1.00u.2s) /1oc o) OTY= 1 TOTAL= 1 REV. 7.26.0608.21 SC =1.9297 *YARNING* TRUSSES REOU RE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOUA P.E. AND BRACING. REFER TO H28 -81 (HANDLING INSTALLING SNO �RRCINGI PUBLISHED 6Y TPI CTRUSS 1808 N.V. 112TH AV�NUE TC LL 30 . O p S REF PRIOR INSTITUTE ING &b,S ' I ICHTE0 91 TOPP CHORE) SHALL (834) 753I18iA 3 71 TC OL 1 . � p S F DATE 1 - 18 -2006 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHFlLL HAVE PROPERLY ATTACHED RIGI CE BC 0 L 1 • Ca S F DR WG G CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRSRICATING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L p S F DE5NR BA AtlQ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION1 AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM AS53 GR40 GALV. STE T T . LD . 55. S F 0/A LEN 1090 PVt (772)46544 F=(M463 -7429 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS ORAVING INDICATEf DUR.FAC. 0.90 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT '1r DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #16554 $ E85251 I SPACING 24-0 TYPE E JR C K SIM200301 -R2 I f-A UIT7 Used for Florida State Wide Product Approve . FL1423 Products on this Report which are aAUroved: Product Florida # Product Florida # DSP FL1423.1 HTSM16 FL1423.11 H14 FL1423.2 HTSM20 FL1423.12 H16 FL1423.3 LGT2 FL1423.13 H16-2 FL1423.4 LTA1 FL1423.14 H16 -2S FL1423.5 MGT FL1423.15 H16S FL1423.6 MTS24C FL1423.16 H8 FL1423.7 MTS28C FL1423.17 H8Z FL1423.7 MTS30C FL1423.18 HGA10KT FL1423.8 MTSM16 FL1423.19 HGAM10KTA FL1423.9 MTSM20 FL1423.20 HM9KT FL1423.10 SSP FL1423.21 r 1 � ' TM SIMPSON STRONG -TIE COMPANY, INC Jax Apex Technology, Inc. 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 All products listed in this report are currently approved for state use under the provisions of Florida Product Approval Rule 9B -72 and/or 61G15 -36. Reference product approval number FL1423. All substantiating data submitted for the original application has been reviewed for compliance with the 2004 Florida Building and Residential Codes. Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, In his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified In the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Amason, P.E., a licensed Florida professional engineer and employee of Jax Apex Technology, Inc. (Apex Technology) has reviewed the data submitted for compliance with the Florida Building Code. Neither Jeffrey P. Arneson, nor Apex Technology, are responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests, or summaries prepared and submitted by the design professional or preparer of record who are listed In the Substantiating Data section of this report. REPORT NO.: SIM200301 -112 EXPIRES: October 1' 2008 CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 4120 DUBLIN BLVD., SUITE 400 DUBLIN, CA 94568 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Amason, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Amason and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 913- 72.110. 2. PRODUCT NAME True to Wall Connectors 1-18, H14, MTS24C, MTS28C, MTS30C, H16, H16S, H16-2, H16 -2S, MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGA10, HGAM10, LTA1 Truss /Girder Tiedowns LGT2 and MGT Stud to Plate Connectors SSP and DSP Page I of 10 Simpson Strong -Tie 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code 4. DESCRIPTION: 4.1 H8 Hurricane Tie. The H8 is used to anchor wood trusses or rafters to wood top plates, wood top plates to studs, and studs to bottom plates. They can be used to resist uplift loads from wind or other loading. It is Installed with 10- 10dx1'/2" nails. Allowable loads are shown in Table 1. The H8 is manufactured from 18 gauge steel meeting ASTM A -653 SS Grade 40. It is coated with a G90 galvanized finish. 4.2 H14 Hurricane Tie. The H14 is used to anchor wood trusses or rafters to wood top plates, beams, or other wood member. It is used to resist uplift uplift, lateral and shear loads from wind or other loading. It is installed to a top plate by wrapping the pre -bent flange under the top plate and nailing to the face of the top plate with 12 8d common nails and placing one nail in one of the three nail holes on the bottom of the top plate. It can be installed to a beam by un- bending and nailing to the beam with 15 8d common nails. It fastens to the truss or rafter with 12 8dx 1'/z" nails. Allowable loads are shown In Table 1. The H14 Is manufactured from 18 gauge steel meeting ASTM A -653 SS Grade 40. It is coated with a G90 galvanized finish. 4.3 MTS24C, MTS28C, and MTS30C Twist Strap. These Twist Straps are used to anchor wood trusses or rafters to wood top plates, wood top plates to studs, and other applications requiring uplift anchorage. They can be used to resist uplift from wind or other loading. The C denotes that the twist is in the center of the strap. They are installed with either 14-10d common nails or 14- 10dx1' /" nails. Allowable loads are shown in Table 1. The MTS24C, MTS28C, and MTS30C are manufactured from 16 gauge steel meeting ASTM A -653 SS Grade 33. They are coated with a G90 galvanized finish. 4.4 HGA10 Heavy Gusset Angle. The HGA10 is used to anchor wood trusses, rafters, or beams to wood walls. The HGA10 fastens to the truss, rafter, or beam with Simpson % X 1 1 /2" SDS screws (provided with the part), and fastens to the wall with Simpson % X 3" SDS screws (provided with the part). Allowable loads are shown in Table 1. The HGA10 is manufactured from 14 gauge steel meeting ASTM A-653 SS Grade 33. It is coated with a G90 galvanized finish. 4.5 H16, H16S, H16-2, H16 -2S Hurricane Tie. The 1-116, 1-116S, 1-116-2, and 1-116 -2S are used to anchor wood trusses or rafters to wood top plates. The H16 and H16 -2 can also be used to anchor wood trusses to masonry or concrete wails. These connectors wrap over the top.of the rafter or truss. For wood wall applications, the straps are then wrapped under the top plate and nailed to the face of the top plate with 4- 10dx1'/ "nails and to the bottom of the top plate with 6- 10dx1'/2" nails. For masonry or concrete wall applications, the straps are fastened to a masonry wall with ' / x2' /" Titen Masonry Screws, or a concrete wall with %x1 3 /4" Titen Masonry Screws. Allowable loads are shown in Tables 1 and 2. These connectors are manufactured from 18 gauge steel meeting ASTM A -653 SS Grade 40. They are coated with a G90 galvanized finish. Page 2 of 10 Simpson Strong -Tie t 4.6 MTSM16 and MTSM2O Twist Straps for Wood to Masonry. The MTSM1Sand. MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete ,walls. The MTSM fastens to the wood memberwith 10dx1 /" or 10d common nails, and fastens to the wall with either'/ex2' /< Then Masonry Screws for a masonry watt, or '/ax1 Titen Masonry Screws for a concrete wall. Allowable toads are shown in Table 2. These connectors are manufactured from 16 gauge steel meeting ASTM A-653 SS, Grade 33. They are coated with a G90 galvanized finish. 4.7 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10dx1 %" or 10d common nails, and fastens to the wall with either ' /x2' /" Titen Masonry Screws for a masonry wall, or ' /xl%" Then Masonry Screws for a concrete wall. Allowable loads are shown In Table 2. These connectors are manufactured from 14 gauge steel meeting ASTM A-653 SS Grade 50, Class 1. They are coated with a G90 galvanized finish. 4.8 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson % X 1'/ SDS screws (provided with the part), and fastens to the wall with either'/ <x2' /a" Titen Masonry Screws for a masonry wall, or' /x1 /" Tden Masonry Screws for a concrete wall. Allowable loads are shown in Table 2. The HM9 is manufactured from 18 gauge steel meeting ASTM A-653 SS Grade 33. It is coated with a G90 galvanized finish. 4.9 HGAM10 Light Girder Tiedown. The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson '/ X 1'/" SIDS screws (provided with the part), and fastens to the wall with ' /x2' /" Titen Masonry Screws. Allowable loads are shown in Table 2. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A-653 SS Grade 33. It is coated with a G90 galvanized finish. 4.10 LTA1 Lateral Truss Anchor. The LTA1 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA1 fastens to the wood member with 10dx 1 %2 or 10d common nails and has legs which are embedded into the wall system. Allowable loads are shown in Table 2. The LTA1 is manufactured from 18 gauge steel meeting ASTM A -653 SS Grade 33. It is coated with a G90 galvanized finish. 4.11 LGT2 Light Girder Tiedown. The LGT2 is used to anchor a two -ply wood truss or beam (3" wide) to a wood or masonry wall. The LGT2 fastens to the wood truss or beam with 16 -16d sinker nails. It attaches to wood studs beneath with 14-16d sinker nails, to a masonry wall beneath with 7'/x2'/" Titen Masonry Screws, or to a concrete wall beneath with 7 -' /.x1 /" Titen Masonry Screws. Allowable loads are shown in Table 3. The LGT2 is manufactured from 14 gauge steel meeting ASTM A-653 SS Grade 50, Class 1. It is coated with a G90 galvanized finish. 4.12 MGT Medium Girder Tiedown. The MGT is used to anchor a multiple -ply wood truss or beam (3" minimum width) to a wood or masonry wall. The MGT fastens to the wood truss or beam with 22 -10d common nails. A minimum of six nails must be into the face of the truss adjacent to the MGT. A minimum of four nails must be into the top of the truss. The base of the MGT attaches to a single 6 / " diameter anchor bolt or rod. For masonry construction, this 6 18" anchor must be designed by the building designer to provide at least as much anchorage as is required of the MGT. For wood frame construction, this 6 /e" anchor may be a length of all thread rod that is attached to an Page 3 of 10 Simpson Strong -Tie anchor fastened to the studs beneath the girder. This anchor must provide at least as much anchorage as is required of the MGT. For example, a Simpson Strong -Tie PHD5 Holdown attached to multiple studs below of at least Spruce- Pine -Fir lumber will provide anchorage equivalent to the anchorage of the MGT to the truss. The stud to which the anchor is attached must be anchored to the foundation In such a manner as to transfer this uplift to the foundation. Allowable loads are shown in Table 3. The MGT is manufactured from 12 gauge steel meeting ASTM A-653 SS Grade 50, Class 1, coated with a G9O galvanized finish. The washer in the seat is Va" plate steel that meets the provisions of ASTM A -36. 4.13 SSP and DSP Stud to Plate Connectors. The SSP and DSP are stud to plate connectors used to connect studs to either the top plates at the top or the sill plate at the bottom. The SSP is used to connect a single stud to the plate(s), and the DSP is used to connect two studs to the plate(s). They can be used to resist uplift loads from wind or other loading. They are installed with 1Odx1 %" or 1Od common nails. The number of nails and the allowable loads depend on the specific application. Allowable loads are shown in Table 4. The SSP and DSP are manufactured from 18 gage steel meeting ASTM A-653 SS Grade 40. They are coated with a G9O galvanized finish 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued - laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables1 through 4. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir -Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce - Pine -Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp with ASTM F 1667 and shall have the minimum bending yield stren th s F y b: Common Nail Nail Shank Diameter F yb (psi) Penn ei ht inch 1Od 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure - preservative treated wood shall be hot - dipped zinc coated galvanized steel. Fasteners for stainless steel connectors shall be stainless steel 5.4 Concrete /Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards or the following: Material Specification Minimum Compressive Strength Concrete f - 2500 psi Masonry, f m ASTM E447 1500 psi Masonry Unit ASTM C9O 1900 psi Mortar ASTM C27O Type S 1800 psi or by o rtions Grout ASTM C476 2000 psi or by ro Mons Page 4 of 10 Simpson Strong -Tie 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supersedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Giistrap,P.E., performed in accordance with the 2004 Florida and Residential Building Codes. 8. FINDINGS Upon review of the data submitted by Simpson Strong -Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the 2004 Florida Building and Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. The anchorage of the MGT to masonry or concrete wall is not covered by this report. Anchorage must be designed by the building designer. 4. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate /Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate < 1.0 18. CODE REFERENCES Florida Buildina Code gOO4 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Florida Residential Code 2004 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood Page 5 of 10 Simpson Strong -Tie 11. ALLOWABLE LOADS The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE UPLIFT LOADS FOR TRUSS TO WOOD WALL CONNECTORS Fasteners Southern Pine/Douglas Spruce-Pine -Fir Model No. Ga. To Trusses/ Fir -Larch Allowable Allowable Uplift Loads To Plates To Studs U lift Loads Rafters 133/160 133/160 H8 18 5- 10dx1'/a 5- 10dx1' /a - 795 565 H8 18 1 5- 10dx1 %a 5- 10dx1 %a 795 565 H14 18 U 12- 8dx1'/a 13-84 - 1465 SP On ® 12- 8dx1'/a 15-84 1435 SP On MTS24C 16 1 7 - 10dx% 7- 10dx1 %a - 1000 860 MTS2$ 16 7- 10dx1'/z 7- 10dx1'/2 - 1000 860 MTS30 16 7- 10dx1'h 7- 10dx1% - 1000 860 HGA10 14 4- SDS' /.X1% 4- SDS' /,X3 435 375 H1 18 2- 10dx1'h 10- 10dx1'/a - 1400 1205 H16S 1$ 2- 10dx1'h 10- 10dx1'/a - 1400 1205 H16- 1$ 1 2- 10dx1 %a 10- 10dx1'/a - 1325 1140 1. H I 6-2SO 18 1 2- 10dx1'/a I 10- 10dx1' /a - 1325 1140 Notes: 1. Loads Include an increase 33% or 60% for wind loading where permitted by the tole for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Allowable load are for one anchor. A minimum rafter thickness of 2'/a' is required when H8 connectors are Installed on each side of the truss and on the same side of the plate. 3. Hurricane ties are shown installed on the Inside of the wall for clarity. Installation on the outside of the wail is acceptable. For installation of H16 series on the outside of the wail, a minimum 15132' wood structural panel sheathing with 1-8d nail between straps to top plate is required. For a continuous load path, truss to top plate and top plate to stud connections must be on the same side of the wall 4. H8 will achieve 310 pounds uplift when connecting a stud to a single bottom plate. Install 5- 10dx1'/a' nails to stud and 4- 10dx1W nails to bottom plate. 5. H14 load are for Southern Pine lumber only. H14 allowable F1 load 560 lbs. (133/160 for SP), allowable F2 load 270 lbs. (133/160 for SP). S. MTS24C, MTS28C, MTS30C can be attached directly to the studs provided the (7) nails are attached to the stud and not split over the stud and the top plate. 7. HGA10 allowable F1 load shall be 110511165 Ibs (1331160 for DFL/SYP) & 6451775 lbs (133/160 for SFP) , and allowable F2 load (133/160) shall be 940 lbs (DFL/SYP) & 815 lbs (SPF). 8. H16 is pre - sloped at a 5:12 pitch and can be used on pitches from 3:12 to 7:12. Minimum heel height for H16 series Is 4' � j Typical Installation of IVITSC mom arm lowdea connecting truss to top plate to ftwe 29 beaft o- r � r � i Ea w M4 e. e I omm Iepagott HS attaching �1 ��: to d rafter to double . ' < top Plates W Gomm= to top Plates KAMnu.asov reKE meu trol o OMMAM HGA10 H1B„ on heel H16-2 Depending ghL step map Depending an to back of heel i J soap Plate. . .. 3 wrap i �e Inafatl 4.1ftd rFi to Install 6-"dE1 V2 •c — hmwe edge of 21 to faa of 2x - t>Wefl41odx /'h to --- io96 edge at 2A Eo lace e< L TABLE 2 ALLOWABLE UPLIFT LOADS FOR TRUSS TOMASONRY ORCONCREMWALL CONNECTORS Southern Pine/Douglas Spruce-Pine -Fr Model Length Fasteners Fir -Larch Allowable Uplift Allowable Uplift Loads No. Ga (in.) CMU Concrete Loads Truss/Rafter iten ) (Titen) (133(160) (133+160) H16 181 18% 2- 10dx1 6- '/x2'/4 6'/4x1 1470 1265 H16-2 181 18% 2- 10dx1 6-' /4x2'/ 6 - '/4x1 1470 1265 MTSM 16 161 16 7 -10d 4- '/4x2'/4 4- %x 1 875 755 MTSM20 161 20 7 -TQd 1 4 -V4W '1 4- Y44xl% 875 755 HTSM16 141 16 8-10d 4- '/4x2'/4 4- %xl% 1175 1010 HTSM20 14 20 10-10d 4- '/4x2'/4 4-'/4x 1 1175 1010 HM9 18 - 4- SDS' /4X1Ya 5- '/4x2'/4 5- '/4x1 805 690 HGAMIVI 14 I 4- SDS' /4X1Yz 4'/4x2'/4 "x2% 850 850 LTAV 18 - 12- 10dx1Yz Embed Embed 1420 1220 Notes: 1. Loads include an Increase 33% or 60% for wind loading where permitted by the code for fasteners In wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2' /n is require( when H8 connectors are Installed on each side of the truss and on the same side of the plate. 3. HM9 allowable F1 load shall be 635 Ibs (DFUSYP) & 545 Ibs (SFP) , and allowable F2 load shall be 200 Ibs (DFUSYP) & 170 Ibs (SPF). 4. HGAM10 allowable F1 load shall be 1005 Ibs (DFUSYP) & 870 ibs (SFP), and allowable F2 load shall be 1105 Ibs (DFUSYP) & 950 Ibs (SPF). 5. LTA1 allowable F1 load shall be 485 Ibs (DFUSYP) & 415 Ibs (SFP), and allowable F2 load shall be 1425 Ibs (DFUSYP) & 1225 Ibs (SPF). All loads are based on bond beam construction with a minimum of (1) #5 reinforcement. 6. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2'/a' must be used when framing anchors are Installed on each side of the joist and on the same side of the plate. Typical MTSWHTSM Application MG InsWied bmiff Al OIWq r s e o } , d I • � c ' } 4 � k F �4''6j Moisture barrier ' not slow LTA1 HMO . HGIUtlnO F Fa y.... .' wM5•• ;� c• � .. �; &a�� via :ui.;'' Vii• d` Page 7 of 10 Simpson Strong -Tic TABLE 3 ALLOWABLE UPLIFT LOADS FOR GIRDER CON4ECrORS Fasteners Southern Spruce-Pine- Pine/Douglas Fir- FIrAilowable Model No. Ga. Lard Allowable Girder Wood Studs CKj C�rt�s Uplift Loads Uplift Loads or Framing 1331160 (1331160) LGT2 16 -16d 14-16d (W ood) 14 Sinker Sinker 2050 1765 LGT2 14 16-16d - 7- ' /4XV /a 7 -' /ax 1 % 2150 1850 Masan Sinker Titan Screw Titan Screw MGT 12 22 -10d 1 -S /0 anchor - - 3965 3090/3275 (W ood ) MGT 12 22 -10d - 1 -g /g' anchor 1 A anchor 3965 309013275 _( Mason ry Notes: I. Loads Include an increase 33% or 60% for wind loading where permitted by the code for fasteners In wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Attached members must be designed to resist applied loads. 3. For MGT application to wood framed wall, provide equivalent anchorage to wood framing to provide resistance to applied load on the MGT. Provide continuous load path to the foundation. For MGT application to masonry/concrete wail, provide $fin anchor designed by building designer to provide resistance to applied load on the MGT. Provide continuous load path to foundation. raitdmmn L072 Appiiaatlon to 410lcWls Wood Frami n Mstall a s ry >a of 6-10d �d rods ho ' fF ✓ 0 O 0 0 `�in `If Typical MGT 0 0 Uutaltation • a. with POS LGT2 Application to Masonry Ir ll of 4-10d NW Appihaatlo to Masonry M& lift baft m � B-1Qd r eV� not spa 4 ' �« i• ¢ mcftB benitm '� 1p Page 8 of 10 Simpson Strong -Tie TABLE 4 ALLOWABLE UPLIFT LOADS FOR STUD TO PLATE CONNECTORS Dimensions Fasteners Allowable Uplift Loads 1331160 Model Ga. W L Studs Double Single Double °P Single Sill Plate {in.} {in.} Top Plates Silt Pete SPNF/SPF SID 4- 10dx1'/a 3-10dx1' /a - 360 SSP 18 1% 641116 - 1- 10dxl% - 420 4-104 3-10d - 435 - 1 -10d - 455 8- 10dxl% 6- 10dxl% - 775 DSP 18 2'/ 6 - 1 2- 10dx 2 - 660 8-10d 6-10d I - 825 - 2 -10d 1 825 Notes: 1. Loads include an increase 33% or 60% for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress Increase on the strength of the steel. No further increases are permitted. Reduce toads where other loads govern. 2. SSP and DSP connectors achieve different loads depending on whether full length nails or 1'/s" long nails are used, and whether connector is used to fasten stud to top plates or sill plate. DSP /SSP -Sill plate installation -fill all round holes DSP /SSP Top plate installation -fill all round and triangle holes Typical ° SSP Imdalled ° 4 to Sill Plate f Typical SSP Installed to Top Plate ' I i f T Taal DSP Installed ° e 4 to Sill Plate o °ai O 0 O II Q 6 Typical DSP Installed 9. to Top Plate Page 9 of 10 Simpson Strong -Tie It IDENTIFICATION Each connector covered by this report shalt be stamped with the manufacturees name and/or trademark and the product name. 13. PERIOD OF ISSUANCE The content of this report expires on October 1st, 2008. For information on this report, contact Apex Technology. 9MI821 -5200 • 'f fit, ..y14a1... Pogo 10 of 10 Simpson Strong-Tic