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BRES2016-0209{ auudw 78-495 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2016-0209 Property Address: 79020 CALLE BRISA APN: 602130011 Application Description: PODESCHI / 817SF CASITA WITH 381SF GARAGE ADDITION Property Zoning: Application Valuation: $160,000.00 Owner: TIM JOHNSON P 0 BOX 4860 KETCHUM, ID 92253 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Applicant: //�\ �) 1 Contractor: JORGE GARCIA (rte SANTUCCI BUILDERS INC 45175 PANORAMA DR c sp LOt6 72529 BEAVERTAIL STREET L^.. ^LIINTA, CA 92253 AvG J PALM DESERT, CA 92266 CIT( CF �Q-(760)578-7757 �,�5t DE?ARi61ENT IrIm DEVELO?� �' Llc. No.: 820801 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. LicenseQCla s: B- License No.: 820801 c Date; u �1 ' / Contr OWNER -BUILD DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for A permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I,.as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor!' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Date: 8/31/2016 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of tftAt6k for which this permit is issued. have and will maintain workers' compensation insurance, as required by SecX 06700 of the Labor Code, for the performance of the work for which this permit ' is issued. My workers' compensation insurance carrier and policy number are: Carrier: EVEREST NATIONAL INSURANCE COMPANY Policy Number: 7600013192 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensa ion provisions of Section 370 the Labor Code, I shall forthwith complywi h those rovisions. Date:Oil/ " il/ / Applicant: WARNING: FAIIIURE TO SECURE WORKERS' MPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO DNE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to -any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or Following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and reby authorize representatives of this city to rn upon the above -me tioned roperty for inspection purposes. - Date: -E13/ ' Signature_(Applican_t or Agent): f Date: 8/31/2016 Application Number:' BRES2016-0209 Owner: Property Address: 79020 CALLE BRISA TIM JOHNSON APN: 602130011 P 0 BOX 4860 Application Description: PODESCHI / 817SF CASITA WITH 381SF GARAGE ADDITION KETCHUM, ID 92253 Property Zoning: " Application Valuation: $160,000.00 Applicant: Contractor: JORGE GARCIA SANTUCCI BUILDERS INC 45175 PANORAMA DR 72529 BEAVERTAIL STREET LA QUINTA, CA 92253 PALM DESERT, CA 92260 (760)578-7757 Llc. No.: 820801 ------------------------------------------------------------------------------- " 6etail:'3175F"DEiACHED CASITA AND 38YSF ADDITION TO EXISTING GARAGE [ENGINEERED) PERMIT DOES NOT INCLUDE ALTERATIONS TO THE EXISTING DWELLING OR BLOCK WALLS. 2013 CALIFORNIA BUILDING CODES. tr FINANCIAL •• • DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $187.08 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION; EA ADDITIONAL 500 SF PC 101-0000-42600 0 $52.20 DESCRIPTION. ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF 101-0000-42400 0 $120.83 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF PC 101-0000-42600 0 $171.14 Total Paid for ADDITION: $531.25 DESCRIPTION ACCOUNT QTY AMOUNT BSAS S61473'FEf 101 X000=203D6 0'•` - $7.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $7.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $192.89 DESCRIPTION ACCOUNT QTY AMOUNT. CONDENSER/COMPRESSOR 101-0000-42402 0 $36.26 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600. 0 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $36.26 DESCRIPTION ACCOUNT QTY AMOUNT - FURNACE PC 101-0000-42600 '0 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101=0000-42402 0 $48.36 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $19.32 Total Paid for MECHANICAL: $188.54 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $84.63 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $84.63 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $12.09 ' DESCRIPTION 'ACCOUNT QTY AMOUNT WATER HEATER/VENT PC 101-0000-42600. 0 $7.25 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP . 101-0000-42401 0 $12.09 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 Total Paid for PLUMBING FEES: $249.04 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $20.80 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $20.80 TOTALS: 0 �� Iw1AL d•, <.� Z- 7a, 18 .Bin # Permit # of 2. � Da�j Project Address: „�Q : City of La Quin to . Building 8t: Safety Division P.O. Box 1504, 78-495 Calle Tampico. La Quinta, CA 92253 - (760) 777-7012 'QR_Gs � Building Permit Application and Tracking Sheet Owner's Name: A. P. Number: W2— 50 Li Address: M Legal Description: City, ST, Zip: Contractor: �Tl�, l V� Telephone: >°s''<:`::<:>'.%#»>.>'•>'<><-<<>'• Address: A Project.Description: City, ST, Zip:. A W CoAexaMEIGN Telephone:OASRA- Utz << 2• Statc Lic. # : 2Q &0 City Lic. M. Arch., Engr., DMj&�ner: a I Address: S E City, ST, Zip: • D c� v i GG n1. <�> Occu n cY Construct n Type: Pa• jz State Lic. #: ProJect j : New dd n Alter Repair Demo �'Pa (circle one) Name of Contact Person: dQ .A- . Sq. Ft.:8 17 #Stories: # Units: Telephone #,of Contact Person: 7Z? 221— Estimated Value of Project: V4ado APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES. Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"d Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrcctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees • \TIED CERTIFICATE OF. COMPLIANCE �N c Desert Sands Unified School District 47950 Dune Palms Road. y eERMUDM AE-_ t- , qac vueus y ' . La Qunita, CA 92253 Date: 8/30/20160 No.: 16-00318-i (760)77.1-8515 w'°N .0 w*ne*r: PodesChi Email: Address: 79020-Calle Brisa Jurisdiction: La Quinta City:: La Quinta : Trait #:: Type: Detached.Guest House . Lot # Street,No. Street Name Sq., Feet APN :. ; Permit No. 79020 Calle . B ri sa '' 817 602-130-011 :. -C0 mm6nts: At the present time, the Desert Sands unified School District does- not:collect fees on garages/carports,: covered patios/walkways, residential additions under 500 square feet; detached accessory structures'(spaces that do'not contain facilities-for living; sleeping; cooking eating, or.sanitation) or replacement mobile homes. It has-been determined that the above-named owner is exemptfrom paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE . This certifies that school facility fess imposed pursuant to Education Code section 17620 and GoVernmentCode'65995 Et Seq. in.the amount.of $1.48 X 817 S.F. or' $2,843.16. have been paid for the property listed above and"that building permits and/or Certificates of Occupancy.for this square footage.in-t'he proposed project maq now be:issued. Fees Paid By: CC/1st Bank JerrySantuccl Check.No.: 1359112 .Bank, Name/Recipient of Certificate , Telephone: Funding: Residential. sy . Dr. GaryRutherford superintendent Fee Collected/ Exempted by: Sh eon.McGil rey� Amount l7ue:' $2,843.16 Original Payments) Recd $0.00 New Payment R c'd .$21843.16. Ov r/,Under: c $0.00 NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve'to notify you that the 90-day approval period in which you'may protest the fees or other payment identified above will begin to run from the date on which th6.building or. installation permit for_ this project is issued,.or from the date on which those amounts are paid to the District(s) or to another public entity:au thorized to collect them on the District('s) behalf; whichever'is earlier. Notice to Building Department: THIS DOCUMENT VALID'ONLY IF IMPRINTED WITH EMBOSSED SEAL. La Quinta CA 92253 , Phone: 760-.777-8807 0 Fax: 760-777-8961 0 www.rlgma.com Date: June 01, 2016 Darrin Podeschi 79020 Calle Brisa La,Quinta•CA 92253 Re: 79020 Calle Brisa,- Approval of Submission JUL 2 1 2016 Dear Mr. Podeschi, CITY CP LA QUINTA COMMUNITY DEVELOPMENT The Architectural Committee reviewed your submission for the following: Casita addition and garage extension. Your submission as presented, is approved contingent on the following: o Any damage to the common area caused during this construction shall be . repaired by the Owner to the satisfaction of the Association • All work is to be done' in accordance with all applicable requirements of governmental entities, including the City of La Quinta and in accordance with all Homeowners Association Architectural/Landscape Guidelines and governing documents. • If required, a City of La Quinta building permit will be obtained and copy furnished to the Association prior to commencement of work. • No other structural changes are approved with this -submission. Once completed, please submit a "Notice of Completion" and the Association's Architect will schedule an inspection so we can process your deposit for return. If you have any questions, please contact the onsite. office at 760-177-8807R::.:' , Sincerely, - Jamie Circle Architectural & Communications Manager Master Association for Rancho La Quinta 2 • a: V City Approval By l�PirvrtPivFirv�' Date of City Approval Materials To Be Discarded: Building Permit Number: 'Tons Trash' ,Project Description: SFR Tons ' Asphalt 0.00 Recyclable' Masonry (broken) Exempt: El Brick/Block u� '(Materials may contain hazardous wastes and � are not subject to recycling provisions) Construction Debris Management Plan 0.00 Recyclable Plan Submittal Date 8/31/2016 Tile (floor) .lob Site Address 79020 Calle Brisa 0.09 Recyclable Owner's Name Podeschi, Darrin Drywall Number, Street, or Po Box ' Landscape Debris Owner's Phone Number *Describe Items Owner's E -Mail Address 'AUG3 1 2016 Project Manager's Name Jerry Santucci Project Manager's Phone Number 760-578-7757 CITY ®� OUIiVTA COMMUNITY DEVELOPMENT Project Manager's E-mail Address iasbinc(aDamail.com Santucci Builders Builder / Contractor Number, Street or PO Box 72529 Beavertail Street City, State, Postal Code Palm Desert, CA 92260 Project Square Footage 1,081 City Approval By l�PirvrtPivFirv�' Date of City Approval Materials To Be Discarded: Product 'Tons Trash' 2.05 Not recyclable Product Tons ' Asphalt 0.00 Recyclable' Masonry (broken) 0.00 Recyclable Brick/Block 0.00 Recyclable Plaster 0.22 Recyclable Cardboard 0.36 Recyclable Scrap Metal 0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) 0.18 Recyclable Concrete 0.09 Recyclable Tile (roof) 0.00 Recyclable Drywall 0.06 Recyclable, Wood 2.70 Recyclable Donated / Reuse* ..0.00 Recyclable Landscape Debris 0.00 Recyclable *Describe Items Totals: Recycle Trash Projected Diversion: 3.6 2.1 63.7% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 50% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer station. CMSTC provides nail slots for easy installation; it can be cut to length. CS are continuous utility straps which can be cut to length on the job site. Packaged in lightweight (about 40 pounds) cartons. SPF/HF,„ Allowable . FINISH: Galvanized. Some products available in ZMAX° coating; see Corrosion Information, page xx-xx. • INSTALLATION: *,Use all specified fasteners. See General Notes. ^ • , . Typical CS • Wood shrinkage after strap installation across horizontal wood members may cause strap Installation as a -to -Floor Tie to buckle outward. ..Floor • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. (CMST requires minimum • The table shows the maximum allowable loads and the nails required to obtain them. 2 2x studs) ; Fewer nails may be used; reduce the allowable load as shown in footnote #3. A.Fasteners. Fasteners- -Length ^ Length (160); • The cut length of the strap shall be equal to twice the "End Length" noted in the table plus F the clear span dimension. other round hole if the wood tends to split. Use round and triangle • CMST only -Use every holes for comparable MST loads, providing wood does not tend to split. .ani ' • For lap slice and alternate nailing information, refer to technical bulletin T-CMST, Nails not'-. x • CS straps are available in 25' lengths, order CS14-R, CS16-R, CS18-R, CS20-R or CS22 R. required in i clear span 's CODES: See page 12 for Code Reference Key Chart. CMST12 40' 12 86 -10d 39' 98 =10d " 44" 9215 ' These products are available with additional corrosion protection. Additional products on be with this option, check with Simpson Strong -Tie for details. - this page may also available Prov PF These products are approved for Installation with the Strong -Drive° 1%' for CS and CMST- SD Connector screw. See page 27 for more information. 76- Equal number of CMSTCI6" ' specified nails In each end 16 50 -16d 20" 58 16d 25" 4585 '' sinker sinker ! •*E� C514; - i ••+•� ' :100' Y � 14 .26 f 30 8cl i . ,16° •.. { 36 Sd 19° ) 2490 ITI 1 r . - o Sheathing not shown for clarity Length Length 2w CS16 Hole Pattern `. (all other CS straps similar) i �� 015114 1tGP11GE � t YYh' 2 35. a� " CMST14 Hole Pattern (CMST12 similar) 77777Z3 r..*�-u�f �y'i �RC_M5TCfe 18:O�UOE �; Tiyo,—r TCI6 HlPattern 1. Fastener quantities and end lengths are calculated using an increase for wind or seismic loading. , •, CMSoe 2. Use half of the required nails in each member being connected to achieve the listed loads. No. of Nails Used - - — -- 3. Calculate the connector value for a reduced number of nails as follows: Allowable Load = Nails in Tablex Table Load (-'— -- No. of Gauge stamped on part for Example: CMST0I6 In DF/SP with 40 nails total Allowable Load = 40 Nails (Used) x 4585 Itis= 3668 lbs ' ation i (Hall of the nails In each member being connected) 50 easy identific Nails (Table) _•__—_-_—_.--_.___anon 4. Tension loads apply for uplift when Installed vertically. ; 5. NAILS: 16d - 0.162' dia. x 3'/2* long, 16d Sinker - 0.148' dia. x 3'/: long, 10d = 0.148' dia. x 3' long. Cut Length — See page 22-23 for other nail sizes and information. c Minimum End Distance Strap Clear Span Is lox Diameter of Nail (Typ•) End Length --= End Length NOT SURE HOW MUCH COIL Root Sheathing STRAP YOU NEED? I — Simpson Strong -Tie has a web -based app, .1 the Coil Strap Length Calculator, which can i help you quickly determine the cut length ` of each strap and the total amount of ; coil strap needed for each application on a project. For more Information or to access;, go to www.strongtle.com/soliware. Sub-Purlin/Stiffener - CMST requires 3x or 2-2x minimum 'Typical Horizontal= CS/CMST Installation o- Ij Hanger M SPF/HF,„ Allowable . MfeMoeiTotalt�.a,Tension=:�+¢ � '-No. EndEndso. , L A.Fasteners. Fasteners- -Length ^ Length (160); F } t� 74 -16d 33' -84 -16d 38"' 9215 CMST12 40' 12 86 -10d 39' 98 =10d " 44" 9215 ' 1X56; CMST14 14'66, 16d tx` ` r26's 66-16d 30' {52'/z':' 76- CMSTCI6" ' 54' 16 50 -16d 20" 58 16d 25" 4585 '' sinker sinker ! •*E� C514; - i ••+•� ' :100' Y � 14 .26 f 30 8cl i . ,16° •.. { 36 Sd 19° ) 2490 14; : 20-10d 11° 22 -10d 13' 1'15700° L3, F2 , CS16 a s,_ 150' i6 22 - 8d 13' 26 - 8d 14' 1705.. . 18 -10d 11' . 1370 CS18 Mn :200' 18 F 8,"! _8d*,�w �: �' r11 22- 8d ^ , 12'_' ' 1370 12.10d 6' 14-1 9" 1030 CS20' 250' 20 14 - 8d 9' 16 8d 9- 1030 r�10 10d1 , " 7.'t AMs, . 12.10d 7' 845 c CS22 300' 22'. 14 - 8d. _ 8' 845 1 r . - o Sheathing not shown for clarity Length Length 2w CS16 Hole Pattern `. (all other CS straps similar) i �� 015114 1tGP11GE � t YYh' 2 35. a� " CMST14 Hole Pattern (CMST12 similar) 77777Z3 r..*�-u�f �y'i �RC_M5TCfe 18:O�UOE �; Tiyo,—r TCI6 HlPattern 1. Fastener quantities and end lengths are calculated using an increase for wind or seismic loading. , •, CMSoe 2. Use half of the required nails in each member being connected to achieve the listed loads. No. of Nails Used - - — -- 3. Calculate the connector value for a reduced number of nails as follows: Allowable Load = Nails in Tablex Table Load (-'— -- No. of Gauge stamped on part for Example: CMST0I6 In DF/SP with 40 nails total Allowable Load = 40 Nails (Used) x 4585 Itis= 3668 lbs ' ation i (Hall of the nails In each member being connected) 50 easy identific Nails (Table) _•__—_-_—_.--_.___anon 4. Tension loads apply for uplift when Installed vertically. ; 5. NAILS: 16d - 0.162' dia. x 3'/2* long, 16d Sinker - 0.148' dia. x 3'/: long, 10d = 0.148' dia. x 3' long. Cut Length — See page 22-23 for other nail sizes and information. c Minimum End Distance Strap Clear Span Is lox Diameter of Nail (Typ•) End Length --= End Length NOT SURE HOW MUCH COIL Root Sheathing STRAP YOU NEED? I — Simpson Strong -Tie has a web -based app, .1 the Coil Strap Length Calculator, which can i help you quickly determine the cut length ` of each strap and the total amount of ; coil strap needed for each application on a project. For more Information or to access;, go to www.strongtle.com/soliware. Sub-Purlin/Stiffener - CMST requires 3x or 2-2x minimum 'Typical Horizontal= CS/CMST Installation o- Ij Hanger Purlin (Beam or.Truss typ.) 189 M w Purlin (Beam or.Truss typ.) 189 Twist straps provide a tension connection between two wood members. An equal number of right and left hand units are supplied in each carton: MATERIAL: 16 gauge. FINISH: Galvanized. See Corrosion Information, pages 13-15. INSTALLATION: • Use all specified fasteners. See General Notes. • TS should be installed in pairs to reduce eccentricity. CODES: See page 12 for Code Reference Key Chart. ----------- Mode I ------- Model No:'' L Fasteners (Total) Allowable Loads (160) Code Ref. TS9 9 8-16d 530 .Code Ref. TS12 11% '10-16d 665 170 TS18 17% 14-16d 930 1900 TS22. � 2 . �1816tl 1,121 1. Install half of the fasteners on each end of the strap to achieve full loads. 2. Loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 3.16d sinkers (0.148' dia. x 3'/l) may be substituted for the specified 16d commons at 0.84 of the table loads. 4. Loads are for a single TS. 5. HAILS: 16d = 0.162' dia. x 3'/2' long, See page 22-23 for other nail sizes and information. A seismic tie for horizontal ties across intervening members. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. • SA36 can be field -bent for other intermediate beam widths. 43 i. CODES: See page 12 for Code Reference Key Chart. CIOc y R 190 1. Allowable loads have been Increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. Allowable loads assume a restrained member of 3'/x° min. thickness with bolts In single shear. 3. Bolt and nail values may not be combined. 4. NAILS: 16d = 0.162' dia. x 3'/:' long, See page 22.23 for other nail sizes and Information. Typical TS Installation Typical SA Installation with Saddle Hanger t� Fasteners Allowable . Modal No. Strap L Section (Total) Horizontal Loads, .Code Ref. Nails Bolts. Nails (160) � Bolts (160) Qtyj Dia: SA36 12 ga x 2%e 36 22-16d 4 '/x 1900 1900 115, L7 1. Allowable loads have been Increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. Allowable loads assume a restrained member of 3'/x° min. thickness with bolts In single shear. 3. Bolt and nail values may not be combined. 4. NAILS: 16d = 0.162' dia. x 3'/:' long, See page 22.23 for other nail sizes and Information. Typical TS Installation Typical SA Installation with Saddle Hanger t�