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05-3945 (RER)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 05-000039_4-5 Property Address: 44090 CAMINO LA CRESTA APN: 604-180-023-12 -24517 - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 15000 Applicant: Architect or Engineer: V)ff 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- 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 Professionals Code, and my License is in full force and effect. License Class: 13 License No.: 581636 Date: Contractor: . OWNER -BUILDER 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) br 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).: (_ 1 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 lice contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' ate Li nse Law does not apply to an owner of property who builds or improves thereon, and o o racts for t e projects with a contractor(s) licensed pursuant to the Contractors' State License ). (_) I am exempt under Sec. , B.&P.C. f this on CONS1-RUCTION 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 Name: Lender's Address: LQPERAIIT Owner: DAMICO ANTHONY P 44-090 CAMINO LA CRESTA LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/13/05 Contractor: DLSEP f W SIPOVAC CONSTRUCTION, INC 72651 THOEDORA LANE. 16 2005 PALM DESERT, CA 92260 (760)809-7538 Lic. No.: 581636CIYYOFLO`QUINTA ----------------------------------------------- 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 the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 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 EXEMPT Policy Numb EXEMPT I certify that, in the performance of t or or whi this permit is issued, I shall not employ any P erson in any manner so as to b am ubject td t e workers' compensation laws of California, and agree that, if I should beco a su ct to the orkers' compensation provisions of Section ^ 3700 of pthe lab Code, I sh I fo ith comply ith those provisions. at0y� licant: WARNING: FAILURE TO SECURE WOR RS' OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE 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 Director of Building and Safety 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, sation of work for 180 days will subject permit to cancellation. I certify that I have read this application and stat ha the above formati n is correct. I agree to comply with all city and county ordinances and state laws relati t uilding cc structio , and hereby authorize representatives of this cou y to after upon the ab e -mention roperty for in pection urposes. Oate- ure (Applicant or ge LQPER1N1IT Application Number . . . . 05-00003945 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 162.00 Plan Check Fee 105.30 Issue' Date . . . . Valuation 15000 Expiration Date 3/12/06 Qty_ Unit Charge Per Extension BASE FEE 45.00 13.00 9.0000 THOU BLDG 2,001-25,000 117.00 ------------------------------------------------------------------------ Permit . . ELECT - ADD/ALT/REM Additional desc . Permit Fee . . . . 17.25 Plan Check Fee 4.31 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/12/06 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 2.25 ------------------------------------------------------------------------ Permit . . . MECHANICAL Additional desc . Permit Fee . . . 21.50 Plan Check Fee . . 5.38 Issue Date Valuation 0 Expiration Date 3/12/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 ------------------------------------------------------------'---------------- Permit . . . PLUMBING Additional desc.. Permit Fee . . . . 21.00 Plan Check Fee 5.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/12/06 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 6.00 ---------------------------------------------------------------------------- Special Notes and Comments. patio structure with fireplace and bbq.September 13, 2005 9:11:25 AM jjohnson Application Number . . . . . 05-00003945 ---------------------------------------------------------------------------- Other Fees . . . . . . . . ENERGY REVIEW FEE 10.53 STRONG MOTION (SMI) - RES 1.50 Fee summary Charged ---------- Paid -------------------- Credited ---------- Due ----------------- Permit Fee Total 221.75 .00 .00 221.75 Plan Check Total 120.24 .00 .00 120.24 Other Fee Total 12.03 .00 .00 12.03 Grand Total 354.02 .00 .00 354.02 LQPERMIT 14. si° # ��-- -- City of La Quinta — --- Building U -Safety -Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # �r9�S Project Address: 1-1,/-0p0 �'r45 Owner's Name: C�vt t A. P. Number: o D23 Address: Legal Description:/pl—j __ 2l Z City, ST, Zip: Contractor: Telephone: Address: �, Project Description: 7>^ V City, ST, Zip: C Telephone: 7— 2, State Lic. # : City. Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: er Telephone:. State Lic. #: Name of Contact Person: �Q �'i Ujlt C Construction Type: Occupancy: Project type (circle one): Nei Add'n Alter Repair Demo Sq. Ft.: # St ries: # Units: Telephone # of Contact Person: Estimated Value of Projec (tj 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 Energy Cates. Plans picked up Construction Flood plain plan Plans resubmitted. Mechanical Grading.plan 2"d Review, ready for correctio /issue 3 Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue A tib School Fees Total Permit Fees LEGACY REPORT ER -5513 Issued June 1, 2001 ICC Evaluation Service, Inc. BusinesslRegional Office w 5360 Woman Mill Road, Whitber, California 90601 ■ (562) 69940543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.ICC-es.org Regional Office 0 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 n (708) 799.2305 Legacy report on the 1997 Uniform Building CodeTm DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07570—Coated Foam Roofing FOAM ENTERPRISES ROOFING SYSTEMS FOAM ENTERPRISES, INC. 1703 CROSSPOINT HOUSTON, TEXAS 77054 UNITED COATINGS 19011 EAST CATALDO GREENACRES, WASHINGTON 99016 LAPOLLA INDUSTRIES 1801 WEST 4T" STREET TEMPE, ARIZONA 85281 1.0 SUBJECT Foam Enterprises Roofing Systems, consisting of liquid -applied coatings over FE -303, FE-303CD, FE -314 and PF 241 spray -applied polyurethane foam plastic. 2.0 DESCRIPTION 2.2.2.1 OF -1000 Acrylic Roof Coating: OF -1000 Acrylic Roof Coating is a single component, 100 percent acrylic elastomer coating. It is supplied in 5 -gallon (18.9 L) pails and 55 -gallon (208 L) drums and has a shelf life of six months when stored at temperatures between 50°F and 80°F (10°C and 26.7°C). Application of the coating must occur at ambient temperatures of 60°F (15.6°C) or above. 2.2.2.2 LF -1000 Acrylic Roof Coating: LF -1000 Acrylic Roof Coating is a polymer -latex -based coating and is brush-, roller- or spray -applied over the foam plastic insulation. The coating is supplied in 5- and 55 -gallon (18.9 and 208 L) containers and has a shelf life of one year when stored at temperatures between 50°F and 85°F (10°C and 29.4°C). 2.2.2.3 Diathon Coating: Diathon coating, recognized in ER -3129, is a single component, 100 percent acrylic elastomer coating. It is supplied in 5- Uoa-(4e,9tj- al s nd 55 -gallon an h s s f li eftAon on s when storgd atrtemttlr-t�en�iid'8�0�(10 C and 26.7° ). Abpli ti n -o , e rsoatiuicizg u t bient 2.2.2.4 TFjerm-0-Fle3t$fing'erm"Q`-F�rx,'r,qating is)a Inc., and iAbrush-' rNrei- or spray -applied over the foat 2.1 General: plastic insul tion. The coating is supplied in 5- and 55- alto The roofing systems described in this report are Class A roof (18.9 and 2 8 ��q�ntainlers andha§�'shetf_tl e�� coverings, when installed in accordance with this report. when stored aem er and nd 85°F (10°C and 29.4°C). 2.2`Materials: 2.2.1 Spray -applied Polyurethane Foam Plastic Insulation: Foam Enterprises FE -303, FE-303CD, FE -314 and PF 241 spray -applied foam plastic insulations are two-part foam systems with densities of 2.5, 2.7, 2.8 and 2.7 pcf (40.0, 43.2, 44.8 and 43.2 kg/m3), respectively. For all four insulation systems, Parts A and B are mixed at a ratio of 1:1 by volume. The products are available in 55 -gallon (208 L) containers and have a shelf life of six months when stored at temperatures between 50°F and 80°F (10°C and 26.7°C). Insulation components are identified as indicated in Table 1. The foam plastic insulations have a flame -spread rating of 75 or less when tested in accordance with UBC Standard 8-1 at ? a maximum thickness of 1.5 inches (38 mm) for FE -303 and 2 inches (51 mm) for FE-303CD, FE -314 and Premium Polymers 241. 2.2.2 Coating: Topcoats recognized in this report for use in the Foam Enterprises roofing systems include Foam Enterprises OF -1000 Acrylic Roof Coating, Foam Enterprises LF -1000 Acrylic Roof Coating, United Coatings Diathon (ER -3129), and LaPolla Industries Therm -0 -Flex. 2.3 Preparation of Substrates: 2.3.1 General: The substrates to be covered must be free of all grease, oil, loose particles, moisture, and other foreign materials. All parapet surfaces, valleys, etc., must be flashed and counterflashed as required by the code. Areas not receiving a polyurethane foam plastic insulation application must be masked off or otherwise protected from overspray. 2.3.2 Noncombustible Substrates: Noncombustible cementitious decks must be thoroughly cured and must have a surface pH level not higher than 11 prior to application of foam plastic and coating. Allowable types and required design loading of the substrates must comply with the code. See Table 2 for additional information. 2.4 Foam Plastic Application: The polyurethane foam plastic insulation described in Table 2 is applied to the substrate prepared in accordance with Section 2.3, using foam -spraying equipment approved by Foam Enterprises, Inc. Application of the foam plastic is prohibited if substrate temperature is less than 50°F (10°C), /CC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, Inc., express or implied, as to t any finding or other matter in this report, or as to any product covered by the report. Copyright © 2005 Page 1 of 4 Page 2 of 4 if ambient temperature is less than 50°F (10°C), or if wind speed is above 15 miles per hour (24.1 km/h). The foam insulation shall not be applied to wet or damp substrates, or when precipitation is expected prior to completion of the foaming operation. Foam plastic is applied in minimum'/2-inch-thick (12.7 mm) passes, to reach the desired thickness as noted in Table 2. The total finished thickness must be achieved within the same day. Flash passes of less than'/, inch (6.4 mm) thickness are not acceptable in the top layer. The finished surface of the foam must be smooth and free of voids, pinholes and crevices, with a maximum allowable roughness defined as coarse orange peel. The normal color of the sprayed foam is tan. Improper proportions of foam components will result in foam with a very light or dark brown color. The spraying operation must be done so that enough material is placed to wet the surface, without running or sagging. The wetted surface must be allowed to foam completely before the second layer is applied; this requires 30 to 60 seconds. The foam is sprayed uniformly to a smooth, even surface, free of ridges, bumps or depressions. Work must proceed so that the desired thickness is achieved as soon as possible. Excessive thicknesses that are built up too fast in air temperatures above 120°F (49°C) or material temperatures above 150°F (65'C) may result in discoloration and weakening of the foam insulation and possible spontaneous combustion. 2.5 Application of Coating: The foam insulation surface must be dry and free of all degraded foam, dirt and foreign material before application of the coating. If the foam insulation is damaged to the point where cracks, voids or large depressions appear, additional foam insulation must be applied to create a satisfactory surface. After the foam insulation has developed sufficient strength to support foot traffic, but within 72 hours, the coating is spray -applied at the application rates noted in Table 2. The temperature of the coating must be maintained above 45°F (7.2'C). The ambient temperature must be 32°F (0°C) or above during coating application and 32°F (0-C) or above for the 24-hour period after application. The coating shall not be applied when dew, condensation or precipitation is expected. Refer to Figure 1 for additional information. Roof areas that will be subject to foot or maintenance traffic must be protected from wear or damage by an approved means. 2.6 Identification: Each container of polyurethane foam plastic insulation bears a label with the Foam Enterprises, Inc., name and address, the product name, the evaluation report number (ICBO ES ER -5513), the shelf life and the date of manufacture. The containers also bear the label of the quality control agency, ' Underwriters Laboratories Inc. ER -5513 OF -1000 Acrylic Roof Coating and LF -1000 Acrylic Roof Coating are labeled with the Foam Enterprises, Inc., name, the product name, the date of manufacture, the shelf life, the name of the quality control agency (Underwriters Laboratories Inc.), and the evaluation report number (ICBG ES ER -5513). Diathon Coating is labeled in accordance with ICBG ES evaluation report ER -3129: Therm -O -Flex Coating is labeled with the LaPolla Industries, Inc., name, the product name, the date of manufacture, the shelf life, the name of the quality control agency (Underwriters Laboratories Inc.), and the evaluation report number (ICBG ES ER -5513). 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Membrane Roof -covering Systems (AC75), dated April 2001, and the Acceptance Criteria for Foam Plastic Insulation (AC12), dated September 2000; installation instructions; and quality control manuals. 4.0 FINDINGS That the Foam Enterprises, Inc., roofing systems described in this report comply with the 1997 Uniform Building CodeTM', subject to the following conditions: 4.1 All material is applied by factory -trained personnel approved by Foam Enterprises, Inc. 4.2 Materials and installation comply with this report and the manufacturer's instructions. 4.3 Where moderate or heavy foot traffic occurs for maintenance of equipment, or is otherwise necessary, the roof covering shall be adequately protected to prevent rupture or wearing of the surface. 4.4 The roof -covering systems described in this report are limited to installation in areas subject to a maximum basic wind speed of 80 mph (129 km/h) on buildings a maximum of 40 feet (12 192 mm) in height, in Exposure C zones. 4.5 Roofing classification is as set forth in Table 2. 4.6 The polyurethane foam plastic insulation components are manufactured in Houston, Texas, under a quality control program with inspections by Underwriters Laboratories Inc. (AA -668). The topcoats are manufactured in Greenacres, Washington, and Tempe, Arizona, under quality control programs with inspections by Underwriters Laboratories Inc. (AA -668). This report is subject to re-examination in one year. TABLE 1—IDENTIFICATION OF INSULATION COMPONENTS INSULATION PART A PART B FE -303 FE800A FE -303, Resin B PF 241 PF800A PF 241, Resin B FE-303CD FE800A FE303CD, Resin B FE -314 FE80OA-D FE314-3.OD, Resin B Page 3 of 4 ER -5513 TABLE 2=FOAM ENTERPRISES ROOF ASSEMBLIES SUBSTRATE FOAM PLASTIC INSULATION COATING MAXIMUM ROOF ROOF SLOPE CLASSIFICATION Designation Thickness Designation Application Rate (in.) Noncombustible— OFA 000 Acrylic Roof Two coats at 13/4 2:12 A cementitious only FE -303 or FE -314 Any Coating or United Coatings gallons per 100 Diathon square feet, each i Noncombustible= FE -1000 Acrylic Roof Two coats at 11/2 3:12 A cementitious only FE -303 or FE -314 Any Coating or LaPolla Therm- gallons per 100 O -Flex Isquare feet, each Noncombustible— OF -1000 Acrylic Roof Two coats at 13/4 1.5:12 A cementitious only FE -314 Any Coating or United Coatings gallons per 100 Diathon square feet, each Minimum'/2 inch- OF -1000 Acrylic Roof Two Coats at 1'/2 1/4:12 A thick plywood or FE -303, F PF241 Coating, LF -1000 Acrylic , gallons per 100 OSB' - of FE303303CD 1 min. Roof Coating, United Coat- square feet, ings Diathon, or LaPolla each' Therm -O -Flex Noncombustible— PF241 or OF -1000 Acrylic Roof Two coats at 13/4 3:12 A cementitious only FE-303CD Any Coating or United Coatings gallons per 100 Diathon square feet, each Existing Class A, B LF -1000 Acrylic Roof Two coats at 11/2 1/2:12 " Bor C or FE -314 1 Y2, min. Coating or LaPolla Therm- gallons00 smooth-surfacedravel-rFE-303 O Fie feet, BUR leach2 For SI: 1 inch = 25.4 mm, 1 gallon per 100 square feet = 0.41 Um`, 1 gallon = 3.785 L, 1 ounce = 29.57 mL, 1 square foot = 0.0929 m`, 1 Ibm = 0.454 kg. 'The coating may be surfaced with No. 6 crushed limestone at 64 pounds per 100 square feet in wet top coating of Omni -Guard roof mix, consisting of 40 pounds of dry Omni -Guard mix, 4'/2 gallons of water, '/2 gallon of Rohm and Haas MC -76 Acrylic Resin, and 3/4 ounce Colloid 60, applied at 100 square feet per batch. 2Roofing granules at 35 pounds per 100 square feet are applied in the top coat. 3Wood-based sheathing must comply with Section 2602.5.3 of the 1997 Uniform Building CodeTh1. Page 4 of 4 ER -5513 Pah Type Roof brialn BOMM, FAN. FAM -1 COAMG SVS ', -.M -7 .-CAiALY PAN F.R01VAR \A )m r4O,E,. V,�� -KCA=004 toCCk Fo.amstop Detail. Fr�sIcol*hc "Mm P'10 FONA. 12` FOAM d, tm, 01 M SlopFOA FACE OF subxll* NV; CQ EMNG RM O.zc;c Fr4',1W0R%aP02 MAMER OF "'ID) S.elf. Flashing Around PipwMint I N i.w 0,.,t Fjw. �p wC* MCK Sell"Flashing.stPaiapet Wail FACE OF PARAMI MKI) AN"sm Cc -PIING• 2 , WN, A-- OVF. ROAM TEr(MMTK)N POINT COATF<6 WE (C M POMMMANE . . FO.XM 71 FIGURE 1—TYPICAL INSTALLATION DETAILS FXMzR01.1VAP0V VEZA.MV (F.REQ-0) I SYMBOLS LEDGEND VICINITY MAP 72.651 THEODORA LN. CONST Custom Patio Addition For: l� !j( PALM DESERT CA. 92260 LIC. 0 581636 OFFICE: 760-567-2347 567-23 October 1st - • FAX: 760-779-9525 ��> Annotation Symbol - bottom hard for sheet and top for Item number - Damico Residl a s3 p C0I1St1'LICtI011 111C. . Sunday Y 80 Government Code Holidays: A Design /Build Co. . .. . . . . . . A os Section _... � _.--�--- STAR IfilT 7esa7 . -_-\yayh May eptember30t6 'day: 6:00 a.m. to 7:00 pmL Saturday: Y• a.m. to 5:00 p.m. �• 141 xr• a. = J __.__..___..._..... 1..—^' � Elevation Symbol -bottom half for sheet and tap for Hem number _ i snirt'���p � croon t o one A-105 rnq ut t_ � _ � _ _ _ _ _ __ _ , Q. y 3 sonar tecta m ENITN' 7 lttF�'" .. 5.., t �t � a. . s on truction w S����t �3 �F is NO ER T P MITiED 1 1 4 2 interior ElevatbnSymbol - bottom hatfforsheet and top for ftemnumber _ � v •-� ra)ca FRED 4lARING DR yy ". a •., `my n the following Code Holida�/�. . . . CONSULTANTS `Y•"� •� r—r-- -c---- c. Taggj p t ' f.... PNM 97YNF J \ , " I 6: �.� u pAI �I> Itir.NldDYc tabu New Year's D ay A RE -INSPECTION FEE kAkftrtuther lOng Jr. O1deV,a 'Subject property OF $30 WILL BE CHARGED IF THE APPROVED PLANS AND JOB CARD Day President's Day Memoriala ARE NOT ON ?hce Day SCOPE OF WORK flIE Sfff FOR it SCIRIFRI'll UD labor Day INSPECTION. O DowSymbw SQ. PATIO ADDITION v�M NEW OUTT e NEW DOOR FIREPLACE NO �'+O� vmew+ ,Da y NEW BBQ Thank s&ing D# J- Christmas C,v� GENERAL CONTRACTOR.... . General Notes Building Data Project Information Index To Drawings Building Codes Project Design & Drawings Design760-1%drawingsovac Slpovac Construction 72-651 Theodore Ln. Palm Desert Ca 92260 ngs byc. OCCUPANCY R -3/U-1 1 101 TITLE • O0JJ3V=O3 MNMO 311130 3 IMI 3H11V MWn0 Sipovac Construction Ina For all submittals received on or after November 1, 2002, the City of to Quinta Building & Safety Departraem, uses the following codes in the plan check process and in field TYPE OF CONST. V N 113NIV1NO3 3H13AVH til U3 3141303 AVW (760) 567-2347 intipect�. Project Engineering 6SI 01311(fiR ' &M SV 0311M , 2001 Califorrria Building Code (based on the 1997 UBC) SPRINKLERED NO wA 381S11W 0NV N0113nUSNO3 30 S3SVHd OWNER . . a 2001 California Mechanical Code TOTAL FLR. AREA. 2175 7w e�llan0 Q8.80b1�1 I 1D31� sl Damico residence (based for z000 UMC) Project Mechanical Design 83NIVIN03 S18930 UIS AMLVR030V NV. 44 090 Camino La Cresta al 2001 California Plumbing code STORIES 1 Quinta Ca. 92253 (based on the 2000 UPC) WA A-103 FRAMING PLAN (760) 250-7239 "N. 604-180-023 2004 California Electrical Code (based orlthe 2002NEC) OCCUPANCY LOAD N/A LOT 12 MB 212/045 TR 24517 House and Garage Square footage a 2005 California Energy Code REQUIRED EXITS 1 Living Am: 2175 Sq. Ft A-104 SECTION stat CALWORNW GUIOeta DOD, LIVING AREA 2175 Garage,. 615 Sq. Ft SHEET TITLE OlwalonlH—PATwcwERsGARAGE AREA 615 Owner Information A-105 ELEVATION SECTION 3116— PATIO COVERS DEFINED wbemlwthn l2 rea WS nm)hiah.uhehtalaaaalwindlmd pzfloc �enaeoaaaw aetcatm not aaomdltt3 t24wt 3E5'! dalrbealdcatedioUble A-3r-Aln addltlna.mey dudlbeh,- Y t dpod a x'PI'•a • adnbatm wind uolll equal to Wet tw+tmotal PATIO A oo M -090C lino Le 44.090 Camino La Cfoafe La Quintet Ca. 92253 taa>)hhelahu-5ttdrsuro walbtmY 'arty aoa0Otmlon. ren wled laedtoda eetkal upward atuaol w.eewrsutrata,u- (70tli �dadl n° 'i9e rooms,'trmiaseaHedwanmtdmumorw6'Oka us the �ia�6�esot a i0fba 304,—) �a s (760)250-7239 5-101 DETAILS (dUz mn)atmd wet omwtarromth rho Opso- Wits eaaaeeawith toned"" nleam pbalewt isfogy ro- ��,ybamao,ed.le�,aaae�l�o,,�lrth�t,ta,.,dl mo„an>,u�n,» 3bee tleaplatetnot mosedunalzs y tomoede„ II , w tnMp> mPInot aatm thm ;,ch (3.2 M) In thkL;I wind Isf shall be yppaed to the a to h Nrlaeu- LEGAL DISCRIPTION: CITY OF DESERT LA QUINTA GENERAL CONSTRUCTION RULES ITV OF L Q U I iVTA (32 mw ue aroaure. wuadag It b Poly lwea_ Ptlq muco away eeaaamod m aeaUad ro atM ba3maas a @oma ole+ ;,sI AND LOT 12 MB 212/045 TR 24517 t) Only 6 vdllcafs maybe perked onthe sleet In Trait of the uallt at any one none. The vehlcels must aft doe oale�atttthe � workers 9�iM dIn. Shall � trash In to S-102 DETAILS 2 B D i LD I N G & 'AF ETY DEPT. Olahe°iai 0.3 .bee SECTION 3118—LII VENTItAT10N mad ady sv renntwmtoutdwt lFbgptepoaedant as M e putt Rsopi. smog, roans a habbahletuemt. Ftetwtcyrnie8a and wt labtaadvmtdatY.o tmy cpm iso k. apnm ntuaumem m wawa 3316. 2 );he �Shall all picked upand placed proper container. Containers must not be allayed to overflow. Street In hent of house to be washed down every Friday. 3) No hwd -: �-�P P (��� WEED SECTION 3111-1*61"tOAa6 A.P.N.: allow, 4) No pets allowed to )� at anytime disagreeable language to be used by workers P-101 PLUMBING PLAN �SG�AE'E ' TION / SECTION 3119—FOOTIf1O8 bman.wlbeari>p.eaoemnmeaem.eaalnu,a t>tiw 5) No abusive or 6) Llmt3l and Meeks we to be taken on the property not the 151end area FOR CON tea�erad q tb:pta i6. mmhwadacto ro acm+mrc, wlm Samoa A pdoa�a n>n aa,.mpa�d.eam>.aeta,�eaa ��e.ib- ift talo mbsb.d'�ma'.0er+nounts Nina, .edom�iree mlaa d '�apt�o�a learn �i� m as�uppottlu�..an 73opouu&(JJr►N)pc ' 604-1 SO -023 7) If these rules ere rat followed, contractor will not be allowed on the job by the association ••�� �_�V(____ CONSTRUCTION HOURS: mmnkntbtnl0poaa4spa dgmmfiM(0.48kW.i)aa1• dwdkatblatvurzz f mlu�. _ October 1 -April 30 May 1- September 30 Monday Friday Sam 5:30pm Monday Friday 7am 7pm •r.TF BY - - - - Saturday Sam - 5pm Saturday Sam - 5pm Sunday NOT ALLOWED Sunday NOT ALLOWED Gov. Holidays NOT ALLOWED Gov. Holidays NOT -ALLOWED PROPERTY LINE PROPERTY LINE 'Y i` SETBACK CITY OF BUILDING & APPF FOR CON DA 72651 THEODORA LN. PALM DESERT CA. 92260 LIC. #581636 OFFICE: 760-567-2347 • FAX., 760-779-9525 A Design /Build Co. . . . . .. . . . CONSULTANTS ........... LNGINEERING. Ca AeCHANICAL: ELECTRICAL: CIP GENERAL CONTRACTOR.... . Sipovac Consdudion Inc (760) 567-2347 OWNER ............... Damico residence 44-090 Camino La Cresta La Quinta Ca. 92253 (760) 250-7239 APN.• 604-180-013 LOT 12 MB 112/045 TR 14517 SHEET TITLE SvIlj--,� A MINA ARE -TY DEPT. O ✓ED TRI JONI@N 1/8° = .-011 BY - 01. 11 11 S-102 5-102 7 7 S-102 5-102 I I �Irn �Irn 2% DRAINAGE NIo 6 / 2 -8 1 \ S-102 1 NOTE: SURFACE WATER WILL DRAIN AWAY FROM BUILDING SEC 1804.7 CBC I / I / I / _4X_6 POST HTT22 S-102 S-102 4X_6 POST _ 7 11 I HTT22 S-102 5-102 SIMPSON STRON( SW16X8X6 6 S-102 ----------------------- SLAB ----------------------SLAB 4" THK. W 6X6 I 10/10 WWM I I LJ LL � I I I SIMPSON STRONG -WALL SW16X8X6 CONSULTANTS ........... EYGINEERING: Ca MECHANICAL: S-102 ELECTRICAL: \ CIVIL: 1 GENERAL CONTRACTOR..... I X_6 POST _ 7 11 Sipovac Construction Inc HTT22 S-102 S-102 (760) 567-2347 N 00 / 4X6 POST _ 7 11 OWNER ............... HTT22 S-102 S-102 Damico residence 44-090 Camino La Cresta La Quints Ca 92233 2% DRAINAGE (760)250-7239 APN.• 604-180-023 LOT 12 MB 212/045 TR 24517 SHEET TITLE CITY OF lA UINTA i BUILDING & SAFETY DEPT. APPROVED FOR CONSTR GTAQN 1/4!'= 1'- 0" -)ATE BY A-102 • 72-651 THEODORA LN. PALM DESERT CA. 11 11 92260 LIC. a 581636 5-102 5-102 OFFICE: 760-567-2347 • FAX 760-779-9525 7 7 5-102 5-102 Coil struct i oil Inc. A Design /Build Co. . .. . . . . . . �Irn �Irn - NIo NIo I(n 1C0 14 1-1 21-811 8P 1 ----------------------- SLAB ----------------------SLAB 4" THK. W 6X6 I 10/10 WWM I I LJ LL � I I I SIMPSON STRONG -WALL SW16X8X6 CONSULTANTS ........... EYGINEERING: Ca MECHANICAL: S-102 ELECTRICAL: \ CIVIL: 1 GENERAL CONTRACTOR..... I X_6 POST _ 7 11 Sipovac Construction Inc HTT22 S-102 S-102 (760) 567-2347 N 00 / 4X6 POST _ 7 11 OWNER ............... HTT22 S-102 S-102 Damico residence 44-090 Camino La Cresta La Quints Ca 92233 2% DRAINAGE (760)250-7239 APN.• 604-180-023 LOT 12 MB 212/045 TR 24517 SHEET TITLE CITY OF lA UINTA i BUILDING & SAFETY DEPT. APPROVED FOR CONSTR GTAQN 1/4!'= 1'- 0" -)ATE BY A-102 51povaC COI1 St l'LICt l O11 1110. EXHAUST FAN • 72-651 THEODORA I.N. PALM DESERT CA. oiss7ULSTANDARD �Cs60--23347 • FAX: 760-779-9525 M 9-1/2" TJI @ 24" O.C. G.L.B. Sipovac _. �.. (0C017ISti-LICA.1011 V. - .e 111C. %•�� m ADesign /Build Co. ... . . . . . . IUT9 FACE HNGRS. UL STANDARD 710 NSF EXHAUST HOOD 36" FIREPLACE Frf ICBG# 5017 CONSULTANTS.......... . BLOCK BASE ENGINEERING: Ca SLAB CONC. FTG. MECHANICAL: CONC. FTG. ELECTRICAL: q 1/4" = 1' - o" A-A SECTION A-A 1/4" = 1'- o" q CIIiIL: GENERAL CONTRACTOR .... . EXHAUST FAN UL STANDARD 700 Sipovac Construction Ina (760) 567-2347 G.L.B. 9-1/2" TJI @ 24" O.C. �.� OWNER............... m Damico residence 44-090 Camino La Cresta m La Quinta Ca. 92259 (760) 2SO-7239 G R APNELY LOT .I�MB 12045 TR 24517 UL STANDARD 710 NSF EXHAUST HOOD UL TANDARE 710 SHEETTITLE r NS EXHAUS HOOD S 1n CITY OF QUINTAT�- BUILDING & AFETY DEPT. -' FOR CONSS RUCTION CONC. FTG. SLAB CONC. FTG. 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'1< 11 11 11r• < ♦.+< Jv . 11r ♦I1_'Jv�� ; z i•::*&1 ,1•��.�•�It. �.�: �•. �`. ,���: �1:� ..1 �•�••. .+11 .1.►:1,', 11 .� :��1�' �I �A..:•• :�;�.�r:�,, �•r.�I :/�••. ��1 ��. �. �i . �� i•_ i �.:Q: �� a�. �� !D �� i•..� ♦ . - a�. �. i•..� s� :. �!L i � / �J.. �•• � • ,•. �� .� c -•' a�_ � �.. �<. � � �� .1 :JQ, a•:'. �149lei ►i■Role CZ .... i♦ .. c�i. .. .. S, ,1.� •, j11 r:� :JIB: �•�' •� � � i ♦� � 1 •:, i ♦..,•����:' •� � �, �•I � � :,1 .1. ii v �. _ •L. � � ��, 1:� : •1 i : �•� ��, 1•:, 1Q.: ••�+• �: �•� �.. �•i �ii� L� :�♦•. /fit �•� �J+i. �••�. �� .�••. ��: �•� ��� A 5i )ov ac' I -, 1S. ) Lol _1l'IICi loll (.. 1� u • 72651 THEODORA LN. PALM DESERT CA. 92260 LIC. # 581636 New Existing7/8 cement plaster over OFFICE:760-567-2347 Footing Footing water proof paper backed FAX: 76D-779-9525 metal lath A minimum 0.019 -inch (0.48 mm) C01IStI'LIC-ti011 111C. (No. 26 galvanized sheetPlywood per struc. A Design /Build Co. . . . . . . . . . gage) Weep Screed dwg. 1 - #4 TOP & BOTTOM p ............. ° ......... D :.6 ...:.... v: ° Weep screed shall be placed P ' oia a .. ° ............. . .°.. ...... a min. of 4" above ground or Finish Slab 2" above paved areas 2500 PSI CONC. ° ° Finish Grade :: .::°•••.a: i.t :':j:,w.'. :i� is .•: `S. CONSULTANTS ........... #4 REBAR E MBEDDED 6" INTO 5/8" DIA. CLEAN DRI LED HOLE AND SECURED TO Concrete footing per :, ,:: :::` ::• ENGINEERING: -:: ` : `:; ►: ; CONCRETE FOUNDATION W/ SIMPSON struc. dw �; SET EPDXY ADHESIVE. PER CBC 1907.9 -'r ' Ca �'; i �• MECHANICAL: ELECTRICAL: CONNECTION 1" = 1' - o" 3 SHEAR TRANSFER 1" = 1' - 0" CIVIL: GENERAL CONTRACTOR.... . X POS 0 0 Soovac Cons&uction Inc (760) 567-2347 ° o o , 32-16d SINKERS ° ° ROOF SHEATHING 0 0 OWNER ............... o ° N° ° HT22 ICBO ER 5313 11 GAUGE STRAP 7/16" Damicomidence 44-090 Camino LaOesta TJ I B.N. ° HK. W/ 5/8 A B. MIN Q� Ca 92253 7 ((760) 250-7239 F"EMBEDMENT APN.• 604-180-023 I• ° 0 LOT 12 MB 212/045 TR 24517 . 3/4" M B 0 SHEETTI ° o I . BEAM SIMPSON POST CAPQUINTA CC 66 ICBO 1211 SILL PL BUILDINOG & S FEY DEPT. 500 PSI CONC. APPROVED 4X POST FOR CONS 'RUCTION DATE _------ kAt-E-----_ S=1 01 SHEAR TRANSFER .._ ._ „ 1 -1 0 4 CONNECTION 2 • 72651 THEODORALN. PALM DESERT CA. 92260 LIC. # 581636 • OFFICE: 760.567-1347 • FAX 760-779-9525 3/4" M. B. Sipovac C011SO-LIC6011 111C. SIM PSON EPC46 ADesign /Build Co.......... 0 0 -0 0 4-16d SINKERS 0 0 i GLULAM BEAM ():�� 0 0 CONSULTANTS....... ... . 4X POST zzl 416d SINKERS ENGINEERING: Ca MECHANICAL: ELECTRICAL: XXX ill= 1' - o" 3 CONNECTION 1" = 1' - o" UHL: GENERAL CONTRACTOR.... . Sipovac Construction Inc. (760) 567-2347 OWNER ............... Damico residence G. L. B BEAM 44-090 Camino La Cresta La Quinta Ca. 92253 (760) 250-7239 6X10.5 BEAM APN.• 604-180-023 LOT 12 MB 2111045 TR 24517 ® SHEET TITLE CITY OF LA C UINTA ® BUILDING & SAFETY�DUEPT. ECCLL66 ICBO# A P P R ER1211 - - 6X POST FOR CONSTRI, CTION DATE — BY —SCAtE S=1 02 %CXX 1- 1- oil4 CONNECTION 2 CorIstr'uctiun lnc. MOTE: FVBS INE RFERTOCWONTDVNWMOONIOM NOTE USE YS PLYWOOD/OSII SHIM UNDER FULL LENGTH GARAGE MEADER GTIVOOFOATIT IN9TNNTNW NIO PEONILOGTHREDIRENDI,B. AT IE/V7F7i. RELD NAL 7XRU SIEA7IONG AND LOAD MTX DF910N AND STRAP YIIHB/NEADE7TIS 11R GI9 UP SHIM IS PROVIDED WITH (DEMON BYGTNER9)30 AT]11C GUS MINMUMB� SMALL BE: A PREiHOU30 METAL STELE tlN COMMON NAILS 10V . OETALB ABOVE MEADELT i0 WNL, 011719 NOT REWSiED WE BEF DET.. 4 i 12 DPL = IOOB HOlDOW11 UT AEG OWITHM SM10=RS ATIOGTION9 VU1ME0 BY PAINTED DOTS fE RtOJ�8Y 0T/¢I6 9VBx 11 mH ALTERNATE HEADERS ALLOWED SEE .. :: FROM•w'SNHD•@A' ipp OF PANEL 1080 E9 PFC61QS SECTION 22b GARAGE PORTAL HEADER SEAMS 100. 9TRAP-SEE GET. e A A STAMPED ON RATE WASE R z Aa THREAD J SHEATHING TO NEADE R SEEGET.SSTM e ••. h WIRHi NUT l = N SI 1' •-Jffl1B1 �y/Y 2 • ¢ ~ RELONAL1Gm STRAP NDwER TO POSTA '•A� W7HE99 - - W dADER TOPPLATESOFSTRONGYIALL -• _- '.'•.• -I I $LARNE CT NOTE NNIS OR (7DN 1B09NABi VIERS&& HEbER(WoTmERS) NAILSATTOPAND•,I I I GARAGE HEADER ROUGH OPENING NEIGNT GARAGE bP0 X101 OF EACH STRAP. • MODEL HOURS WN)6F0r IWrTM_ EREA7NND. Sp51NtB•BCREVI9 SWIBOM SV22NTM B r0• F -C Ur •' t PAR,3 SIEATX24 swiftno &r O4 tr AR SW22H2rS r P•1' r -+t12' w1r SEARING PLATE WI SDS tN' %O' SCREWS 0tva10N OFEitlI OTOTIERD L. SOS W i 2 1G' iF1814EfER METAL U4CYIHIEL a BP 301? SCREWSOVIDED SsW2+� WITH Swims® SW2b" r 3-1• e•11? ssre PER DETAa ' 1G• SMw PROVmED NRH WALL SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 FULL HEADER Wb TE ACROSS BEAM SPLICE (SEAM GRACE S PMGN YCNH ) �EMGN er4FLem) MINIMUM UM SIAL BE 0412 OR OEMGNSYOTHERS) SINGLE PORTAL SYSTEM �MM HEAOERSEE DETAL e OR SWATHING 519 i 12 GL9 DOUBLE PORTAL SYSTEM • ALTEIMATEEEAOEFIS MOWED SEE IOSOESFlFC4WSE CTM 2.M . . GARAGE PORTAL MEAGER BEAMS 10 Y. STRAP,SEE OFT. e )/ / ( ISTASERM01Pll �liju I AT SEW To POST L01. HEA1193 Sff DEFNI I � \ I TSTA STRAP (NMJ /� v _ 1�� \� A7 BEAN TO RI3T 71B' (INA O DIA NGIE SHFATIN TOrEADER� \I ® ONLYONEM0.E IN SEE GET. e \ BNN 13 O'LNX V, 1 I \ EGGI L . _1 3 MH 13 f NAL{ SHEATHING I p)LTPe AT SUPPORT /I O'( POST. ONLY HOE PERS` L I\ To ST"O" 1S 4'MAx POST IN CROSS MATOI®AREA TOP PRATES OF STRONG•WALL PPOST OST •• OAAN CIA. (TYRCAL EACH POST) NOLE TIOGUGM C L I\ HEADER SUPPORT POSE --� \, • • • .•-(_- gT �� MOLNDOOMTI (NON) OF SLoaONO SWI14W SOMANSCURB - (DESIGN BY OTHERS I V N r '• D„DN BASE COLUMN BY DTMei� (\ F:• r! ���I O0L1pA ,¢ (OE9O/NSYBAF SITS) a 5.75" PORTAL WALL SECTION 6 SINGLE 8, DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" & 22" PORTAL WALL OPENINGS 9 ND7E 59 oOt MUDSILLAB esiffi INSTALLATION. TO OR T�IA PROVID�®�WEFPTEiMTE AND �T 1DTIECWiBlTa RGN C01lFCTORCATNCGFOR tEmRAlE SELECTION CHART. TOP OF . STRONG -WAIL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY 'SIMPSON STRONG -TIE COMPANY, INC.', HOME OFFICE: 4120 DUBLIN BLVD., 9400 DUBLIN, CA 84568 TEL (800) 9995099, FAX: (925) 87SM26 SWT EXTERIOR TEMPLATE -SIMPSON STRONG -TIE COMPANY, INC.- IS AN ISO 9001 REGISTERED (FOR 2x FORM BOARDS) COMP' FULL LENGTH GARAGE HEADER PER DETAILS 5 & 6 . INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE REQUIRED MOISTURE TO THESE DRAWINGS AND THE STRONG -WALL INSTALLATION GUIDE, T-6WGUIDE. CONTENT IS 19% OR LESS t SEESEET MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES AT TIME OF INSTALLATION 0 =,FZ, IN THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE amEmNas INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CML, OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED 2 PRODUCTS OR ALTERED INSTALLATION PROCEDURES L9 THE SOLE i RESPONSIBILITY OF THE DESIGNER REFER TO I.C.B.O. PFC5485 a7r mA a FOR FURTHER INFORMATION. MUDSILL AA LOTBZO SSTE2W O = . THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, GARAGE HEADER ROUGH OPENING MEIGMF mz A HCMG'WITH SHIM ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY swuhm SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, SW2bTM Nr r-0• ro Ir w r r•r r-1 ,rr PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 10 11 EMBED LBIE AT CO CRETE TOP OF GONr�tE 9swlex7 = gWISNSN w sw2asRa 3' 30' &.0 Mr d THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON SWIR.W THE PROJECT DRAWINGS. SWTI INTERIOR TEMPLATE Bwa2KW r en a-, 1!r (FOR 2x4 ABOVE CONCRETE) • IYr SHIM PROVIDED WITH WALL USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL Li BUILDING OFFICIAL. . THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE ergo`' ssrem naGSMIAL ., ,.. :• WITH THE LATEST ADOPTED VERSION OF THE UNIFORM��B��UI�LDING. AND ANY OTHER LOCA...STATE•OFi•fEDER .QDIR NTS THAT ssTe2e , ' . • L { .• t MAY APPLY. VERIFY DESIGN REQUIRES TB NTT ]}I�LO(�A�L U NTA ..., • 1•''. BUILDING DEPARTMENT. t/ U 1 Li CONCRETE �DEIGN .� .• • •• SYYSSITEM OFF TME 8TRLAJCCTTUR DSI N:OffT?I rBU1L °'H(3,Y(4'�$- Y DEPT. • •••!•• FORCE RESISTING SYSTEM; INIC061NGA+F.OMACETE LOAD P(zTH _ GARAGEPORTALWALLTASE NECESSARY TO TRANSFER LATERAL,FOR, FfCOME, 11117. THE GROUND, IS THE RESPONSIBILIT�'OF DE91GVEIJ D NAeww 44aaEL wPo «Ps ros r roN M01D wr. TOP OFNA®Lgw CONCRETE SIMPSONSTRONG-TIE COMPANT( ICCI.C,,FESE E I TION rr $WTPF TEMPLATE sNrHe mvmrNL BDLra IDDa CHANGE SPECIFICATIONS, DESIGNS AN4•MOGF"-y�F?OK wHNa4 n sWaHws sae sssw o (FOR PLYWOOD PANEL FORMS) LIABILITY FOR SUCH CHANGES. avHaae n an so lm sae assrea nN . ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. aNer4 ,e D 4 Pam «Nq see sass m -,:; L I Ems--- aNa•m u o Me •WSH/N sae sesres HID 9YmA4 D A 4 MOWSNM 1bP N6+'IpA fe arAM D A arP 4DWN Mom >BP •aSIBA !1-4 0 mew lwa TBP Mgr® armor a an 4•Wevaa sae aasTes m 12 13 1 STRONG -WALL TEMPLATES 14 PORTAL WALL SPECIFICATIONS 15 1 NOTES 16 Z U � W r pgg� Z qi wU O W 4 L1 ui O Z wad 1- c �J O EH a n QS Fn W_ NAME 9JL 041E 01131101 SCALE NO SCALE oEa® FLA. J.O. SLEET SWP OF OF SHEETS JOS NO.