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9710-061 (PAT)U) H N U) W Ouch r- CiLr) I�W� oZ� �0o �co J r` Cn Z co N 0 C UCL Q Z cr LO 0 X W !:� co O Il rnH ,It Z_ ob r` Q Q J LICENSED CONTRACTOR 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 # Lic. Class Exp. Date Da" to 6701 %6 C61 W3 5131199 Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier Policy No. t:,r;xitll`i' (This / section need not be completed if the permit valuation is for $100.00 or less). (Y 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Pate: Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each personrat whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall,' indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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. 1 certify that I have read this application and state that the above information is b� correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the Ave -mentioned property for inspection purposes. Signature (Owner/Agent) Date BUILDING PERMIT PERMIT9�#7,�CONTROL# 106 DATE 11►/1•c/97 VALUATION $4,123.00 LOT TRACT 6083 JOB SITE ADDRESS CSS 48.614 ALLF, FSPr`altt�W-A APN OWNER CONTRACTOR/DESIGNER/ENGINEER r:NR1C`0,% BEVERIJ-1i P'!1'1AIX S10UN`'AD1 t11;S'CC-ONS'C1WCi -W 48-614 CALL.' ESPERANZA 16321 AIUMAiN R11S'!' S1' 1A QUIN'1'A ;:"A 92253 k.111ERNI1A' CA 0250A 1rJ04)(11;?-61111 C91.# 4819 USE OF PERMIT 61AUNNO WXB ANN 12XIS fCKA #1fi51N Al.ithll LATfK,'Ii PARO C01YER PORC1 vIIA71O 110.49) 51' ESTIMATED 4.123.wo PERMITFERSIMMARY PLAN ry 191?CK FEE 101-Ut;0439-:18 3.16 MI %`C)N:"TRfJr1'!0NV14 1014911).4184)(} t,^,. no 3=01140 X1OTIC11% 1'irli - 0:USR) 1014100-2.11.000 3 911 � 3-I{ YTAt, ("(NS"1'FiitC"17t 3itf ,,�N!} f'1.AN ( so 0hf0 l -'j. 'C")TAT. PERMIT FIEMS WTE NOW13 DATE BY DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS ' Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall- Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: �i-7-yam EXHIBIT "1" ARCHITECTURAL IMPROVEMENT APPLICATION AND AGREEMENT DATE NAMES) co ,04,9—(,, &,b7 00,E TA (Print) STREET ADDRESS L{� - G, !� ( /� .( (�,�,� ,¢ r✓Z. LOCAL PHONE - OTHER PHONE REQUESTED IMPROVEMENT T > Cly �J�c�2 ��'AX 4 j 7-4CAIRo L,4 l T! CA fl 11 _`P -IX c o(--,, n ; .St` c n d, i n Approval is requested for the above improvement according to the plans attached. We have attached two (2) sets. of plans outlining the work to be done along with a complete description of the materials and colors to be used. If we are using a contractor(s), we enclose copies of the Contractor's License. Attachments: (1) Two copies of the Architectural Improvement Application. (2) Two sets of plans with materials and colors to be used. Note: One set is for the management office; the other set to be returned to you as "Approved". (3) Contractor's name and copy of contractor's license. (Not required if the improvement is under $300.00 or if "Owner -Builder"). . (4) Brochures (2) and/or color samples of manufactured products to be used. We have read the Architectural Committee Rules and Guidelines and have furnished copies to all contractors to be engaged by us and we agree to comply with those Rules and Guidelines. We also understand that it is our responsibility to insure that our Contractor(s) comply with said Rules. We acknowledge that Building Permits for home improvements may be required by the City of La Quinta. The cost of permits, responsibility for obtaining them, and the subsequent inspection.s will be our responsibility. In all cases we recognize the requirement to be in compliance with applicable building codes including, but not limited to, those adopted subsequent to the original completion and acceptance of our dwelling. Rev. 4-96 10 Page Two The Association has no responsibility whatever in achieving compliance with newer building codes which apply as a result of Homeowner prompted modifications. Further, we understand that approval will not be granted for any modification which directly or indirectly conflicts with the Declarations of Covenants, Conditions and Restrictions. We also understand we are responsible for the acc-urate determination of property lines and setbacks (as applicable). We also understand that we will be responsible for all costs of .this improvement and for costs associated with any repair to common area occurring as a result of implementing this improvement. Examples include, but are not limited to, sprinkler and irrigation systems, buildings, roofs, exterior walls, lawns, plants and drainage. Further we recognize that any modifications to the common area irrigation and landscaping scheme, are subject to formal acceptance by the Association. Any required remedy to achieve the required maintenance standard or, irrigation standard are our responsibility. Additionally, we understand that the job site must be left reasonably clean at the end of each day, that no debris nor dirt may be dumped in common area or left at job site. Any maintenance or replacement of permitted improvements, except for certain landscaping, which are beyond "initial" improvements, shall be the homeowner's responsibility. We agree to indemnify for ourselves, as well as for our successors and assigns, and covenant and agree to hold Association harmless from all claims, demands or liability arising out of or encountered in connection with this Agreement, whether such claims, demands or liability are caused by Owners, Owners' agents or employees, or contractors or subcontractors employed on the project, their agents or employees, or caused by any products installed on the project by said contractor(s) or subcontractor(s). Such indemnification shall extend to claims, demands or liability for personal injuries and/or property damage occurring during installation, as well as after completion, including, but not limited to, all Owners' maintenance responsibilities provided herein. We further indemnify and hold the Association harmless from all liability related to any damage to existing improvements (wherever located within the Subdivision) resulting from the installation/construction of the Architectural Improvement If required by the Architectural Review Committee, we agree to record, and pay for the recording, of this improvement at the County Recorder's office. We further acknowledge that the Architectural. Committee may require a deposit be submitted before work is begun. Rev. 4-96 t Page Three We further agree that this improvement will be completed in a reasonable and diligent manner. We further agree that 1) if we do not correct any damage caused as a result of implementation of this improvement or, 2) if we fail to complete this improvement within the allowed time frame the Homeowners Association may elect to complete the work and/or repairs, and we will be responsible for the actual costs of such work. Payment to the Association is authorized by us in the form of an assessment or monthly penalty payments as approved in the Guidelines. By signing this Agreement belo terms and conditions and any Architectural Committee in Certificate, which is attached a part hereof by this reference. Situres of all 0:0ners: (Signature) Rev. 4-96 w, we agree to be bound by its conditions set forth by the the Architectural Committee hereto as Exhibit "A" and made (Signature) ARCHITECTURAL COMMITTEE CERTIFICATE (Exhibit "A" to the Architectural Improvement Application and Agreement) The Architectural Improvement Application and Agreement was reviewed by the Architectural Committee on and has been: Approved Conditionally Approved Rejected subject to the following conditions set forth below Returned for Further Information Required Modifications Comments Yes No Recording to be sent by owner to County Recorder's office for roof and/or exterior wall modifications. Deposit Required Deposit Amount Required $ Dat Architectural Committee Architectural Commi_tteeA Architectural Committee r/EVitectural Comm' ee Architectural Committee NOTE: THIS APPROVAL IS VALID FOR 90 DAYS FROM APPROVAL DATE Rev. 4-96 COMPLETION INSPECTION Completed work inspected and approved Date: Deposit return authorized (if applicable, and less any reimbursement to the Association for costs incurred to bring homeowner into compliance with the governing documents). Recording verified. Comments: Signed: Date: .Architectural Committee Chairperson Rev. 4-96 1 # M 1.= Free Design & Estimate No WARPING -CHIPPING -PEELING -PAINTING Ever Many Sun City Installations Serving The Desert 35 Years ABOVE SUN CITY ABOVE INDIAN RIDGE Desert Patio Covers & Garden Rooms Call Today - (760) 773-3172 Local - Licensed - Bonded - Insured Lic #344248 - Shade Your Walls and Patio / 41 71 L "va-Li-L- _L___1 l ® STANDARD FORM CONSTRUCTION AGREEMENT all 16321 Mountain Mist St. DESERT PATIO COVERS AND GARDENROOMS Riverside, CA 92503 BUILT BY MOUNTAIN MIST CONSTRUCTJQN COMPANY (909) 687-6318 /) V / � t.i !t' '� Patio Covers / Z� Gardenrooms, 40557 Clover Lane Palm Desert, CA 92260 (760)773-3172 Modular Additions Lie. # 620176 E -61-D03 Residential Remodeling Date Of Contract /r.: ,r''/ a`f THIS DOCUMENT CONSISTING OF THIS AGREEMENT, PLANS, SPECIFICATIONS, AND "NOTICE TO OWNER", ALL ATTACHED HERETO AND MADE A PART HEREOF, SHALL CONSTITUTE THE AGREEMENT. Mountain Mist Construction Company, hereinafter called "Contractor", "Seller" and/or "Beneficiary" agrees to provide the following labor, materials and construction in accordance with the,plans and specifications as may be added and initiated by the parties and attached hereto. / Buyer(s)h y'� .°, f' 1 ! .� /i - ^� •� Phonet/ ) � ? i ! Residence Add,/ss': �� i t`-• I '••I �'• � � j. L �' l_. �- , !: , l � � rl.-� City / 4 /,� � r �.! 1 /4 Zip Code !• ,�- •� J Legal Description: Lot ( Tract '•" "- Book Mr. S.S.# Work Phone Purchaser a`grccs to buy from Seller and Seller agrees to manufa5ture and install at th, Page County Mrs. S.S. # Work Phone ve installation address, the following: IN PAYMENT AS FOLLOWS: Total Cost 1. Finance Signing ..................... $ 6. Start of Roof .......... $ (Materials & Labor) ........................ $ %1%r4095 2. Pre -Construction Meeting ...... $ 7. Start of Walls ........ $ DEPOSIT, with Order .................... $ ej 3. Issuance of Permit ................. $ 8. $ f 4. Installation of Concrete .......... $ 9. UNPAID BALANCE ........................ $ 5. Delivery of Materials .............. $ /,CC -2:-01 10. Completion.......... $ i 'Owner agrees that final payment is due upon completion of work. Paneling, drop ceiling, electrical, carpet and windows shall be considered within completion stage. Final payment or completion certificate shall not be withheld pending building department inspection. TIME FOR STARTING AND COMPLETING PROJECT: Work shall commence within ten days after the last to occur of the following: (1) Receipt by the Contractor of all necessary building permits; (2) Receipt by the contractor of notice from Lender Lien Holder and/or Title Company (if any) that all documents required to be recorded prior to commencement of construction have been properly recorded; (3) Owner has complied with all Terms and Conditions of the Agreemeos to at (� ) Receipt of all construction funds by Escrow and Fund Control (if any). 1 ub)ect to,adiustment for the above conditions, work shall begin approximately on /-. r,*—J and be substantially completed approximately on ( with additional time to be allowed as detailed in paragraph 20 of the Terms and Conditions on the back hereof. Substantial Commencement of work shall be defined as (Briefly describe type of work representing Commencement) Contractor's failure to substantially commence work, without lawful excuse, within (20) days from the date specified above is a violation of the Contractors License Law. NOTICE TO BUYER: (1) Do not sign this agreement before you read it or it if contains any blank spaces. (2) You are entitled to a completely filled in copy of this agreement. Owner acknowledges that he has read and received a legible copy of this agreement signed by Contractor, including all terms and conditions on the reverse side, before any work was done, and that he has read and received a legible copy of every document that Owner has signed during the negotiation. If Owner cancels this agreement after the right of rescission has expired, and before commencement of construction, he shall pay Constructor the amount of expenses incurred to that date plus loss of profits. CONTRACT PRICE AND MANNER OF PAYMENT: In consideration of materials, labor and services, Owner agrees to pay contract in cash sum of DOLLARS ($-7 t (" 0 ), payable in progress payments, which do not include finance charges of any kind, according to the above schedule. Overdue payments will bear interest at the maximum legally permissible rate. If any payments is not made when due, Contractor may keep the job idle until such time as all payments due have been made. A failure of navmonr fnr a norin l ,� •^ --., •-- - - • "' .-.372 t ylElyElLL � O N VIlICE 2 � d Ha.lt6'�V 0 TYPICAL POST/COLUMN® BEAM SPLICESHALL OCCUR ki DIRECTLY OVER AN INTERIOR POST. NOT PERMITTED O 2 — POST UNITS 1 6 1 Y 1/2- I H D M `-`-- I O W I I UF OR II oI I I #14 SMS O TOP, BOTTOM & 24"c/ MAX. BETWEEN I F I I SIDEPLATE EACH SIDE PERO I3 SO. POST BETWEEN SIDEPLATES PER O BEAM TO POST CONN. S14 SMS EACH SIDE O TOP, BOTTOM do 24"c/c MAX.BETWEEN SIDEPLATE TO COLUMN 3 —f14 SMS EACH SIDE 2 1/2 -SO. X GALV. STEEL WASHER ®:m PER QA U 'U' BRACKET PER U lP (H=1 1/2% L=2 3/4 W=2 1/8' O 6"RAFTER, W-3 1/8" O 8'RAFTER) W/4 —#8 SMS TO RAFTER & 2 —IM4 SMS TO BEAM RAFTER LATTICE TO RAFTER __@ TO BEAM CONNECTION 0. 6— B14 SMS EACH SIDE PLASTIC 8' BEAM PER PLUGS, O TYPICAL i SIDEPLATE EACH SIDE PERO 3'SO. POST PER O FT's REAM CONNFCTTON l r 1 '_3'SO. COLVMNL AND FOOTING 1 l 11 "11 1 SIDEPLATES EACH SIDE J BOTTOM OF 3' X 8' BEAM PER C9jUMN SCHEDULE I4PER O EACH SIDE OF ALTERNATE 4 Q0 2 I. POST X COLUMN PERO RAFTER �W=1 1/2', H=1 1/2- x USE PER @(W = 3/4', H=3/4', 4 SIOEPLATES PER 2 (W-2 3/4'OR 3 1 ; H-3"; L=2 3/4 ) W/2 —#8 SMS TO RAFTER & 2 —/14 SMS TO BEAM L=2') O TOP, BOTTOM & MID HEIGHT W/2 —1/8'0 POP RIVETS EACH LEG. SEE TABLE 'B'. DWG PPC -4 FOR REWIRED THICKNESS /4 MIN. 3 1/2' MIN. RAFTERS O 24"c c MAX. (12,4'S TOTAL) is smS rAnCAL PER TABLES ORO} g14 SMS AT TOP, BOTTOM & 24'c/c MAX. BETWEEN. SEE ALTERNATE ADJACENT 3"SQ. COLUMN PER o I' MIN, �� LATAE PER ® 0 A 0 A TSIDUES POST AND RAFSR PER TABLES BEAM/ TYPICAL POST/COLUMN® BEAM SPLICESHALL OCCUR ki DIRECTLY OVER AN INTERIOR POST. NOT PERMITTED O 2 — POST UNITS 1 6 1 Y 1/2- I H D M `-`-- I O W I I UF OR II oI I I #14 SMS O TOP, BOTTOM & 24"c/ MAX. BETWEEN I F I I SIDEPLATE EACH SIDE PERO I3 SO. POST BETWEEN SIDEPLATES PER O BEAM TO POST CONN. S14 SMS EACH SIDE O TOP, BOTTOM do 24"c/c MAX.BETWEEN SIDEPLATE TO COLUMN 3 —f14 SMS EACH SIDE 2 1/2 -SO. X GALV. STEEL WASHER ®:m PER QA U 'U' BRACKET PER U lP (H=1 1/2% L=2 3/4 W=2 1/8' O 6"RAFTER, W-3 1/8" O 8'RAFTER) W/4 —#8 SMS TO RAFTER & 2 —IM4 SMS TO BEAM RAFTER LATTICE TO RAFTER __@ TO BEAM CONNECTION 0. 6— B14 SMS EACH SIDE PLASTIC 8' BEAM PER PLUGS, O TYPICAL i SIDEPLATE EACH SIDE PERO 3'SO. POST PER O FT's REAM CONNFCTTON l r 1 '_3'SO. COLVMNL AND FOOTING 1 l 11 "11 1 SIDEPLATES EACH SIDE J BOTTOM OF 3' X 8' BEAM PER C9jUMN SCHEDULE RA (W=1 1/2', H=1 1/2', L=6") W/2 -j8 SMS TO RAFTER AND 2 Q0 2 I. POST X COLUMN PERO SEE TABLE 'C" .024' U BRACKET FOR EMBED DE (W-2 3/4'OR 3 1 ; H-3"; DWG. PPC -4 L-2 3/4") PER =9711 I _ /4 MIN. 3 1/2' MIN. CONCRETE SLAB 5/8'0 EXPANSION BOLT ICSO RECOGNIZED FOR 750# TENSION. ATTACHED UNIT � POST AT STAR CONN 111 5— J14 SMS EACH SIDE OF 'U' BRACKET TO POST X .046' COLUMN PER O I SEEPOS/7�AT SLAB DETAIL ( j) FOR JPORTION NOT SHOWN U BRACKET TO FOOTING ANCHOR, SEE TABLE V. DWG. PPC -4 BEA TYPICAL DNTINUOUS INSERT ER,, BUTT PUCE—DIRECTLY OVER ITERIOR POST NESTS U' BRACKETS PER (W=3', H=1 1/8', L-2 3/47. SEE O FOR PORTIONS NOT SHOWN 8" BEAM WITH INSERT CONNECTION rE PO4'3-SO. POST PERBLE "A", DWG. PPC -5 SIDEPLATES jCONCRETE SLAB IWHERE OCCURS —� T111 II _I�I_I I. u _r iTi I �nIn,ITI —r—r'. 2-1/2'SO. X 1/4' THICK 10 GALVANIZED STEEL PLATE o el b t WASHER INSIDE 'U" BRACKET 3/8'0 X VLONG i BOLT THRU POST SEE TABLE "A" CONCRETE FOOTING IS DWG. PPC -5 FOR A CUBE, SEE TABLE "A' N1�1N 3 LENCiN CONCRETE FOOTING DWG. PPC -4 OR PPC -6 (SQUARE) DIMENSION ATTACHED UNIT FOR SIZE FREESTANDING TYPE POST AT FOOTING CONN.@ t POST AT FOOTING CONN.0 2x CONTINUOUS DOUGLAS FIR LEDGER. SAME DEPTH AS RAFTERS. — 7fl��O:l RAFTER CH A 2 — #12 X,1 1/2' WOOD SCREWS EACH SIDE ANGER TO LEDGER 2 — #8 sMs EACH SIDE /J PER@ EACH SIDE OF J BOTTOM OF 3' X 8' BEAM KiV ItK RA (W=1 1/2', H=1 1/2', L=6") W/2 -j8 SMS TO RAFTER I Q0 2 & 2 —012 X 1 1/2' WOOD U21IR SCREWS TO LEDGER HANGER O 6 -1/2 - * ATTACH WOOD LEDGER TO HOUSE JSIMPSON RAFTERS & U26-2 O 8' RAFTERS W/2 —#12 WOOD SCREWS O 16'c/c, PENETRATE SOLID WOOD BACKING 1 1/2' MINIMUM WALL CONNECTION 2 —q8 3'SQ. SMS EACH SIDE BOTTOM OF INSERT BEAM — — NESTEQ'U' BRACKETS PER (x' I II I II J BOTTOM OF 3' X 8' BEAM II II II 3P'ESOOPOST R I TNSFRT SHTM lriJ 1 ICBO EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)948-9000 DRAWN BY: SCALE: DRAWING DESCRIP71ON DRAWING NUMBER THE PERGOLA PATIO COVER R2D2 DATET. 20, 1995 ASHTON,VANNOW CE �1 & AssOc.,irlc. nETAII.4 PPC -2 1. ALUMINUM DESIGN STRESSES ARE PER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AND THE ALUMINUM CONSTRUCTION MANUAL 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL, OR GREATER YIELD AND ULTIMATE ED STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. CONCRETE SLAB SHALL HAVE 3 1/2- MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL DESIGN VERTICAL SOIL BEARING PRESSURE = 1000 PSF. 5. ALL STEEL MEMBERS §HALL BE HOT DIP GALVANIZED OR ELECTROPLATED AND CONFORM TO ASTM SPEC. A-446 GRADE C . 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED, STAINLESS STEEL OR CADMIUM PLATED. ALL BOLTS SHALL CONFORM TO ASTM SPEC. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16 IN. MAXIMUM. 7. EXPANSION ANCHORS INTO CONCRETE SHALL BE ICBG EVALUATION SERVICE, INC., RECOGNIZED AND FSJ"ONnLE�4 SHALL HAVE THE MINIMUM VALUES INDICATED IN TABLE "C". MINIMUM CONCRETE EDGE DISTANCE IS SIX (6) INCHES. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSIBILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED (i.e. PROJECTION, QO p�01S)!q yp, POST SPACING, FOOTING DETAIL, ETC.). 7469 10. LATTICE TYPE COVERS SHALL NOT BE ENCLOSED, FREESTANDING COVERS OF ALL TYPES �o o� SHALL NOT BE ENCLOSED. 11. THE LATTICE TYPE STRUCTURES SHALL NOT BE COVERED WITH ANY TYPE OF SOLID MATERIAL AS THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTED AREA OF THE LATTICE, RAFTERS, BEAMS, ETC., PER I.C.B.O. CRITERIA. THE PERGOLA PATIO COVER 3004-H36 ALUM. BEAM/RAFTER 1 3004-H36 ALUM. LATTICE •W .040' O 6063 -TS AND = 3004-H36 ALUM. .048" • STEEL 0 �a TYPICAL '4 "BRACKET 3004—H36 ALUM. RAFTER/SIDEPLATE 2 125' °D CD n �D 20' ' 6061-T6 ALUM. BEAM INSERT Q ICBG EVALUATION SERVICE INC. REPORT 1841P DRAWN BY. R2D2 ' SCALE. NONE 20, 1995 ASHTON,VANCE ', & ASSOC.,INC. 3004-1436 2 ATTACHED COVERS 6063-T6 ALUM. OR A-446 GRADE 'C' GALVANIZED STEEL B FREESTANDING COVERS. COLUMN/POST 3 .040* 0 3-T AN ALUM. _ .048' • STEEL ----------- 11 'L' 1� /,^-N TYPICA -------- TYPICAL "U" BRACKET TEXAS ALUMINUM INDUSTRIES, INC. mW 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 DESCRIPTION GENERAL NOTES, JDPAWMG NU1®ER PPC_ 1 ISOKE TMC AND PART DETAIIS o g ppegg=�o oC9n�� 372 :6$ ��pWEER.BJ 7 q� � ykMNEIN � YNNCE ays No.116•�� 0 `F' �Jcc.��a •iY `,;,i;; '`r, £L M. f''J'rONA1. E�4 • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. •• SEE TABLE 'B' BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0' MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6' MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. TABLE "B" : COLUMN SCHEDULE TABLE "A" MAXIMUM Efi COLUMN SPACING Eo 3" SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES •. ❑3 10 PSF LIVE LOAD, 70 MPH WIND LOAD 3" SQ. X .046" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES **. MAXIMUM MAXIMUM COLUMN SPACING MIN. NUMBER OF COLUMNS TRIBUTARY X 8' 042' BEAM 3'X 8' WANSERT COLUMN TYPE ** 2 2 WIDTH AT SLAB AT FTG. s AT SLAB AT FTG. • 9'-3' 10'-2 (15) 9'-3" 16'-2'(17") 6'-0" 13'-7' 13'-7" (16") 16'-8' 21'-8" (19") 2 (2) 2 (2) 2 9'-6' (15") 7'-0 12'-7 12'-7' 16"} 14 -3' 20'-0' 19' -T(-2) -T(-2) 2 8'-0" 11'-10" ll' -10-(17-),12'-6' 14'-0'(18') 18'-9" (20' 2 2 2 2 2 RL2 9'-0"11'-1." 9'-0' 11'-2" (17") 11'-1" 17'-8" (20' 2 2 2 2 2 2 10'-O" 10'-0' 10'-7' (17 10'-O' 16'-9" (20' 2 2 2 2 2 11'-0" 9'-1' 10'-1' (18`) 9'-1' 16'-0" (21" 2 2 2 2 2 2 !-ML 12'-0" 8'-4" 9'=8' 18' 8'-4" 15'-4" (21") 2 2 2 2 2 2 2 2 2 10 PSF LIVE LOAD, 90 MPH WIND LOAD 6'-0' 9'-3" 6'-0" 13'-7" 13'-7'(19-),16'-8" 2 21'-8" (22' 2 2 2 2 2 2 2 2 7'-0" 12'-7" 12'-7' (19') 14'-3" 0'-0" (22' 2 (3) 2 2 2 (3) 2 2 8'-0" 11'-10" 11'-10' (19') 12'-6" 18'-9" (23' 2 (3) 2_J21 2 (3) 2 2 q. -O.11 -1` 11'-2 20') -TI'-1 17 -8 23' 2 (3) 2 2 2 (3) 2 2 10'-O' 10 -0" 7' 20 10'-0' 16'-9" 23" 3 (4 2 (3) 3 (4) 2 (3) ll' -O" 9'-1` 10'-1 (20')l 9'-1" 16'-0" (24' 3 (4) . 2 (3) 3 (4) 2 (3) 12'-0' 8'-4" 9'-8" (21') 8'-4' 15'-4" (24' 3 (4)/'X% 23 (4) 2 (3) 4 2 10 PSF LIVE LOAD, 100 MPH WIND LOAD 2 4 6'-0 13'-7' 13'-7' 21' 15'-6" 9'-3" 2 (4 2 2 2 (4) 2 2 7'-0" 12'-6` 12'-7' 21' 13'-3' ' 3 (5 2 2 3 (5) 2 (2 8'-0" 11'-0' 11'-10" 21" 11'-7' a(25- 3 (6) 2 (3) 3 (6) 2 (3) 9'-0" 9'-9" it' -2' (22") 10'-4" 3 3 (6) 2 (3) 3 (6) 2 (3) 10'-0" 8'-10 10'-7 (22) 9'-4" 6 2 4 (7 2 (3) 4 (7 2 (3) 11'-0" 8'-0" 10'-1' 23) 8'-5" 12'-6"(23") 4 (-) 3 (4) 4 (-) 3 (4) 12'-0 7'-4" 1 9'-8" 23`) 7'-9" 15'-4" (26'A 4 (-)1 3 (4)1 4 1 3 (4) 11'-2' 10 PSF LIVE LOAD, 110 MPH WIND LOAD 3 - 2 6'-0 12'-8" 13'-7" 22 12'-8' 21'-8' (25` 3 (-) 2 (3) 3 (-) 2 (3) 7'-0" 10'-10' 12'-7` (22") 10'-10" 0'-0" (26' 4T--)— -T-w -T(--) 7'-11" -i-(-4)- (4)8'-0" 81-0. 9'-6' 11'-10'(23") 9'-6" 18'-9" (26" 4 - 3 (4)4 -) 3 (4) 9'-0" 8'-5' 11'-2" (23') 8'-5" 17'-8" (27' 5 (-) 3 (5) 5 (- 3 (5) 10'-0' 7'-7' 10'-7' (23") 7'-7' 16'-9" (27` 5 (-) 3 (5) - 3 5 11'-0" 6-11' 10'-i" (24")l 6'-11` 16'-0" (28' 6 (- 3 (5) 12'-6'(25") 5 12'-0" 6'-4' 1 9'-8' (24') 6'-4" 15'-4" (28"A 6 (-) 4 (6) • NUMBER IN PARENTHESIS IS SIZE OF CONCRETE CUBE FOOTING IN INCHES. •• SEE TABLE 'B' BELOW FOR DESCRIPTION. THE FIRST NUMBER IS FOR POSTS THAT ARE 8'-0' MAXIMUM IN HEIGHT. THE NUMBER IN PARENTHESIS IS FOR COLUMNS 8'-6' MAXIMUM IN HEIGHT. ***SEE TRIBUTARY WIDTH TABLE, DRAWING PPC -3. TABLE "B" : COLUMN SCHEDULE COLUMN TYPE COLUMN DESCRIPTION Efi 3" SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .024" SIDEPLATES *. Eo 3" SQ. X .024" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES •. ❑3 3" SQ. X .046" CENTER COLUMN W/ 2"X 6 1/2"X .024" SIDEPLATES **. ® 3" SQ. X .046" CENTER COLUMN W/ 2"X 6 1/2"X .032" SIDEPLATES **. • USE AT SLAB SUPPORTED UNITS ONLY. •• USE AT SLAB SUPPORTED OR FOOTING SUPPORTED UNITS. TABLE "C" : ANCHORAGE TO FOOTING TABLE "A" MAXIMUM SIZE COLUMN SPACING 5/8"0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES MINIMUM 750 LB. TENSION). 20 PSF LIVE/SI;OW LQAD, 70 MPH WIND LOAD MINIMUM 1125 LB. TENSION). MAXIMUM MAXIMUM COLUMN SPACING TRIBUT AY 3• 3' WANSERT WIDTH AT SLAB AT FTG. • AT SLAB AT FTG • MIN. NUMBER OF COLUMNS COLUMN TYPE •• 5'-0" 11'-2" 11'-3" (14" 11'-2' 17'-8"(16) 2 2 2 2 2 2 2 2 6'-0"• 9'-3' 10'-2 (15) 9'-3" 16'-2'(17") 2 2 2 2 2 2 2 2 T-0" 7'-11" 9'-6' (15") 7'-11` 147-11'(17") 2 2 2 2 2 2 2 2 8'-0' W -it" 8'-10" (15' 6'-I1" 14'-0'(18') 2 2 2 (?1 2 2 2 2 9'-0' 6'-2' 8'-4" 16") 6'-2' 13'-2'(18") 2 2 2 2 2 2 2 2 10'-0' 5'-6" 7'-11" 16' 5'-6' 12'-6"(18') 2 2 2 2 2 2 2 2 14'-8'(18") 20 PSF LIVE/SNOW LOAD, 90 MPH WIND LOAD 2 5'-0' 11'-2" 11'-3' 16" 11'-2' 17'-8"(19") 2 2 2 2 2 2 2 2 6'-0' 9'-3" 10'-2" 17") 9'-3" 16'-2"(20") 2 2 2 2 2 2 2 2 7'-0' 7'-11' 9'-6' (17") 7'-11" 14'-11"(20') 2 3 2 2 2 3 2 2 8'-0' 6'-11" 8'-10'gth�l 2 14'-0'(21') 2 3 2 2 2.(3) 30 PSF 2 2 9'-0" 6'-2" 8'-4" (13'-2 5'-0' (21") 2 3 2 2 2 3 2 2 10'-0" 5'-6' 7'-71` 6'-5 12'-6' 21') 3 4 2 3 3 4 2 3 20 PSF LIVE/SNOW LOAD, 100 MPH WIND LOAD 7'-11" 18" 5'-0` 11'-2" 11'-3" 18" 11'-2' 17'-8'(2l') 2 4 2 2 2 4 2 2 6'-0' 9'-3 10'-2 (19") 9'-3" 16'-2"(21') 2 4 2 2 2 4 2 2 7'-0' 7'-11" 9'-6' (19") 7'-11" 14'-11"(22') 3 5 2 2 3 5 2 2 8'-0' 6'-11" 8'-10" 20' 6'-11" 14'-O`(22") 3 6 2 3 3 6 2 3 9'-0" 6'-2" 8'-4' (20") 6'-2" 13'-2'(23') 3 6 2 3 3 6 2 3 10'-0" 5'-6' 7'-11" (20") 5'-6" 12'-6"(23") 4 7 2 3 4 7 2 3 4'-9' 20 PSF LIVE/SNOW, LOAD, 110 MPH WIND LOAD 3 5'-0" 11'-2" 11'-3' (19') 11'-2' 17'-8'(22") 3 - 2 3 3 - 2 3 6'-0" 9'-3" 10'-2" (20') 9'-3' 16'-2"(23") 3 - 2 3 3 - 2 3 7'-0' 7'-11" 9'-6" (20') 7'-11" 14'-11'(23') 4 - 2 4 4 - 2 4 8'-0" 6'-11" 8 -10' 21' 6'-17' 14'-0 (24") 4 - 3 4 4 - 3 4 6'-2" 8'-4" (21") 6'-2' 13'-2'(24') 5 - 3 5 5 - 3 5 10'-0" 5'-6' 7'-11" 21' S'-6' 12'-6'(25") 5 - 3 5 5 - 3 5 TABLE "C" : ANCHORAGE TO FOOTING MAXIMU ANCHOR DESCRUMON + SIZE COLUMN SPACING 20" 5/8"0 EXPANSION BOLT EMBEDDED 2-3/4 INCHES MINIMUM 750 LB. TENSION). 23" 5/8"0 EXPANSION BOLT EMBEDDED 4 INCHES MINIMUM 1125 LB. TENSION). 25" 5/8"0 EXPANSION BOLT EMBEDDED 7 INCHES MINIMUM 1500 LB. TENSION). 28" 5/8"0 DEFORMED HEAD BOLT (HEX, SQUARE HEAD, 7'-8" OR ANCHOR BOLT) EMBEDDED 6 INCHES MINIMUM. sa • EXPANSION BOLTS SHALL BE HILTI KB -II CARBON STEEL PER ICBO ER 4627 OR ICBO EVALUATION SERVICE INC. RECOGNIZED EOUIVALENT WITH TENSION VALUES AS INDICATED •• THESE BOLTS MAY BE SUBSTITUTED FOR EXPANSION BOLTS SHOWN. I ICBO EVALUATION SERVICE INC. REPORT 1841P THE P E R G U LA P AT I U C U V E R DRAWNR2D2 SCALE: NONE ASHTON,VANCE 'o & ASSOC.,INC. 1995 TEXAS ALUMINUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 WING DESCR1PA70N DRAWING NIAEBER ATTACHED COVER TABLES PPC -41 WITH LATTICE COVERING TABLE "A" MAXIMUM COLUMN SPACING 30 PSF SNOW LOAD, 70 MPH WIND LOAD MAXIMUM MAXIMUM COLUMN SPACING TRIBUTARY •• • g W WIDTH ••• AT SLAB ATFTG, s AT SLAB AT FTG • MIN. NUMBER OF COLUMNS COLUMN TYPE •• 5'-0' 7'-8" 9'-4' 13") 7'-8" 14'-8"(15") 2 2 2 2 2 2 2 2 6 -0' 6'-5" 8'-6' 14" -i '-5 T3 -r-5'(16') 2 2 2 2 2 2 2 2 7'-0' 5'-6" 7'-11' (14') 5'-6" 12'-5`(16') 2 2 2 2 2 2 2 2 8'-0' 4'-9" 7'-4" (14") 4'-9` it' -7'(17') 2 2 2 2 2 2 2 2 9'-0" 4'-3' 6'-11" (15") 4'-3' 10'-11'(17") 2 2 2 2 2 2 2 2 30 PSF SNOW LOAD, 90 MPH WIND LOAD 5'-0` T-8` 9'-4" (15") 7'-8" 14'-8'(18") 2 2H22 2 6'-0" 6'-5' 8'-6" (16") 6'-5' 13'-5'(18') 2 2 2 7'-0' S'-6'7'-11" (16") 5'-6' 12'-5'(19") 2 3 2 H22 8'-0"4'-9" 7'-4' (17") 4'-9' 11'-7' 19' 2 3 2 9'-0"4'-3` 6'-11" (17") 4'-3' 10'-11'(20') 2 3 2 30 PSF SNOW LOAD, 100 MPH WIND LOAD 5'-0' 7-8' 9'-4' (17') 7'-8" 14'-8'(19') 2 4 2 2 2 4 2 2 6'-0' 6'-5 8 -6' (18" 6'-5" 13'-5 20 2 4 2 2 2g62 -7 �-0 5'-6" 7'-11" 18" 5'-6 12'-5 (21") 3 5 2 2 3 8'-O 4'-9' 7'-4" (18') 4'-9 11'-7 (21') 3 6 2 3 39'-0"4'-3' 6'-11' 19') 4'-3" 10'-11"(21 3 6 2 3 3 30 PSF SNOW LOAD, 110 MPH WIND LOAD 5'-0' 7'-8' 9'-4" (18') 7'-8" 14'-8"(21) 3 - 2 3 3 - 2 3 6'-0 6'-5' B'-6' 18 6'-5' 13'-5'(21") 3 - 2 3 3 - 2 3 7'-0" 5'-6' 7'-11'. 19') 5'-6' 12'-5'(22') 4 - 2 Wl 4 -1 2 4 8'-0" 4'-9' T-4' (19") 4'-9' 11'-7" 22" 4- 3 4 4- 3 4 9'-O" 4'-3" W-11" 20") 4'-3' 10'-11' 23' 5- 3 5 5- 3 5 • EXPANSION BOLTS SHALL BE HILTI KB -II CARBON STEEL PER ICBO ER 4627 OR ICBO EVALUATION SERVICE INC. RECOGNIZED EOUIVALENT WITH TENSION VALUES AS INDICATED •• THESE BOLTS MAY BE SUBSTITUTED FOR EXPANSION BOLTS SHOWN. I ICBO EVALUATION SERVICE INC. REPORT 1841P THE P E R G U LA P AT I U C U V E R DRAWNR2D2 SCALE: NONE ASHTON,VANCE 'o & ASSOC.,INC. 1995 TEXAS ALUMINUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEXAS 77017 (713)946-9000 WING DESCR1PA70N DRAWING NIAEBER ATTACHED COVER TABLES PPC -41 WITH LATTICE COVERING