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MUP 1997-008O CITY OF LA Q UINTA 9 Community Development Department 78-495 CALLE TAMPICO LA QUINTA, CA 92253 619-777-7125 Case Number: Date Accepted: 1/ 2 Fee: 7r. MINOR USE PERMIT APPLICATION Minor Use Permit (MUP) applications are governed by Section 9.210.020 of the Zoning Code (A copy is attached). Uses requiring a MUP have a low or moderate potential for adverse impacts on surrounding properties, residents, or businesses. Review and approval by the Community Development Director for this application is required. APPLICATION PURPOSE Purpose of Request: (PilES'- Avera Assessor's Parcel No.: — - I.VO S_ 1" Tq>) General Location: e8. Acreage: , V52 Existing Zoning: LSWA 12k --N S\ TY Additional Information: (Additional written material can be submitted separately) ARCHITECTURAL PLANS - Three copies of the architectural and landscape/irrigation plans shall be submitted with this application unless otherwise determined by Department staff. Colored renderings may be required depending upon the application being submitted. Applicant: TOM ToK4 t N t ►ll ► 1 1 1 I —. - (Print Name) (Phone) Address: 131 CAJON ST'9EET SUITr- 3 ��i�-PN1� C1��123-13 Owner(s): LNV GK ox (Print Name) dress: S sNT�•v e.{ LIS, (WKr gotta a Signature of Applica�: Date: 7— Authority for this application` is hereby ive Q Q q W,ADate: I TSim"eOV r(s): Any false or misleading information given in this application shall be grounds to deny this application. Signatures and addresses of all property owners affected by this application shall be included in this submittal. Separate letters of authorization can be submitted. FMMUP-P M • September 8, 1997 Mr. and Mrs. Charles R. Knox 49-750 Entrada Circle La Quinta, California 92253 SUBJECT: MINOR USE PERMIT 97-008 Dear Mr. and Mrs. Knox: The Community Development Department has approved your request to build a detached guest house in conjunction with the building of a new home at 48-711 San Vicente Street pursuant to the provisions of the Municipal Code. Prior to obtaining a building permit to construct the new improvements, the enclosed Covenant paperwork shall be notarized and recorded with the Riverside County Recorder's Office. Once recorded, please submit a copy of the documents to this Department for filing. A building permit to construct the home and guest house will be issued by the Building and Safety Department when the on-site public easements between Lots 14 and 19 of the La Quinta Golf Estates No. 1 have been abandoned (or rerouted) as requested under Street Vacation (SV) 97-035. It is anticipated that the Planning Commission will determine if SV 97-035 is consistent with the City's General Plan Circulation Element on September 23, 1997, at 7:00 P.M. in the La Quinta Civic Center Council Chamber with City Council consideration occurring sometime thereafter (i.e., possibly October). If you have any questions about the City's processing of SV 97-035, please contact Mr. Marcus Fuller, Assistant Engineer I with the Public Works Department, at 760-777-7075. If you have any additional questions, please contact me at (760) 777-7067. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR GREG TROUSDELL Associate Planner Enclosures c: Tom Irvin Community Development Director Building and Safety Director Public Works Director Marcus Fuller, Assistant Engineer I LTMUP008-19 RECORDING REQUESTED BY: City of La Quinta Community Development Department City of La Quinta, California WHEN RECORDED PLEASE MAIL TO: City of La Quinta Community Development Director PO Box 1504 La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE PROPOSED RESIDENCE AT 48-711 SAN VICENTE STREET, LA QUINTA, CALIFORNIA This covenant and agreement are made and executed on this the day of September, 1997, by Charles R. Knox and Shirley A. Knox, husband and wife as joint tenants for property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this agreement for the purposes set forth below. The undersigned hereby certifies that they are property owners of the following described real property in the City of La Quinta, County of Riverside, State of California: Lots 14 and 19, La Quinta Golf Estates No. 1, as per map recorded in Book 37, Pages 96-98 of Maps, Records of Riverside County, California (APN: 646-140-009 and -014). In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to and with said City to restrict the use of said property as follows: The guest house may not be rented nor sold independent of the main single family residence (Minor Use Permit No. 97-008); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Sections 9.30.030 (RL Zone District) and 9.60. 100 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), nonpaying guests, or domestic employees. This covenant and agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Cov5-12a :7 • Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This covenant and agreement and the provisions hereof are irrevocable and nonmodifiable except by the written consent of all parties to the agreement, including the City of La Quinta, a municipal corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. If the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. Dated: Charles R. Knox Shirley A. Knox Notary LM Christine di Iorio, Planning Manager City of La Quinta Cov5-12a Notary September 8, 1997 Mr. and Mrs. Charles R. Knox ��- 49-750 Entrada Circle I La Quinta, California 92253 v `� "7 SUBJECT: MINOR USE PERMIT 97-008 Dear Mr. and Mrs. Knox: /( The Community Development Department has approved your request to build a detached guest house in conjunction with the building of a new home at 48-711 San Vincente Street pursuant to the provisions of the Municipal Code. Prior to obtaining a building permit to construct the new improvements, the enclosed Covenant paperwork shall be notarized and recorded with the Riverside County Recorder's Office. Once recorded, please submit a copy of the documents to this Department fear -fling -47c; A building permit to construct the home and guest house will be issued by the Building and Safety Department when the on-site public easements between Lots 14 and 19 of the La Quinta Golf Estates No. 1 have been abandoned (or rerouted) as requested under Street Vacation (SV) 97-035. It is anticipated that the Planning Commission rn l determine if SV 97-035 is consistent with the City's General Plan C 1�ulation Element on September , 1997, at -00 R.M. in the La Quinta Civic Center Council Chamber %XA ity Councirrt er ., ). If you have any questions about throcessing of SV 97-035, please contact Mr. Marcus Fuller, Assistant Engineer I with the Publicpartment, at760-777-7075. �- btV" P,�, oh vG�b-7, Ictq-I If you have any additional question, please contact me at (760) 777-7067. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR GREG TROUSDELL Associate Planner Enclosures c: Tom Irvin Community Development Director Building and Safety Director Public Works Director Marcus Fuller, Assistant Engineer I LTMUP008-19 ® 3';--iray.. CLAl=� -F+6. �, r, rb y 41 fqqj CGS. v�+cn,b cpryp� " "T"' LIr L �4'a ivy ors 1 r e . 0 RECORDING REQUESTED BY: City of La Quinta Community Development Department City of La Quinta, California WHEN RECORDED PLEASE MAIL. TO: City of La Quinta Community Development Director PO Box 1504 La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE PROPOSED RESIDENCE AT 48-711 SAN VICENTE STREET, LA QUINTA, CALIFORNIA This covenant and agreement are made and executed on this the day of September, 1997, by Charles R. Knox and Shirley A. Knox, husband and wife as joint tenants for property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this agreement for the purposes set forth below. The undersigned hereby certifies that they are property owners of the following described real property in the City of La Quinta, County of Riverside, State of California: Lots 14 and 19, La Quinta Golf Estates No. 1, as per map recorded in Book 37, Pages 96-98 of Maps, Records of Riverside County, California (APN: 646-140-009 and -014). In consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to and with said City to restrict the use of said property as follows: The guest house may not be rented nor sold independent of the main single family residence (Minor Use Permit No. 97-008); 2. No kitchen or cooking facilities. shall be constructed in the guest house per the provisions of Sections 9.30.030 (RL Zone District) and 9.60. 100 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), nonpaying guests, or domestic employees. This covenant and agreement shall run with the land and shall be binding upon future owners, their successors,* heirs, or assigns, and ourselves, and shall, continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Cov5-12a • • Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This covenant and agreement and the provisions hereof are irrevocable and nonmodifiable except by the written consent of all parties to the agreement, including the City of La Quinta, a municipal corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. If the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby -agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. Dated: Charles R. Knox Shirley A. Knox Notary By: Christine di Iorio, Planning Manager City of La Quinta Cov5-12a Notary April 9, 1997 Mr. and Mrs. Charles R. Knox 49-750 Entrada Circle La Quinta, California 92253 SUBJECT: MINOR USE PERMIT 97-008 AND PARCEL MERGER 96-316 Dear Mr. and Mrs. Knox.- The nox: The Community Development Department has approved your request to merger two lots into one parcel and build a guest house during construction of your new residence at 48-711 San Vicente Street (La Quinta Golf Estates) pursuant to the provisions of the Municipal Code. Prior to obtaining a building permit to construct the new improvements, the enclosed Grant Deed and Covenant paperwork shall be notarized and recorded with the Riverside County Recorder's Office. Once recorded, please submit a copy of the documents to this Department for filing. If you have any additional questions, please contact me at (760) 777-7067. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR GREG TROUSDELL Associate Planner Enclosures c: Tom Irvin Building and Safety Department Fire Marshal LTMLJP008-13 La Quinta GOI f Estates Community Azocixion P. O. Boz 162 La Quinta, Ca 92253 619/564-2177 May 21, 1997 Planning Department CITY OF LA QUINTA P. 0. Box 1504 La Quinta CA 92253 RE: New Construction Lots 18 and 19 Mr. & Mrs. Charles Knox Gentlemen: r• 9 j� L r.a� w 1997;' , ', 1-`r '�K' L� , ; i i� ; 4 P- �J!�`�G L)EPfi.R70EIN'T The Architectural Committee of La Quinta Golf Estates has reviewed the plans for proposed construction of residence of Mr. & Mrs. Charles Knox. The plans are in accord with the construction stipulations setforth in our CC&Rs and we have, therefore, approved this plan. If you have any questions, please contact the office. /o`urs /truly, / TOM KENNEDY Chairman Architectural Committee TR. A . 020- 003 646-14 H/S M P /S FOR POR. S//2 NW//4 SEC. 3/, T. 5S, R. 7E r 617-30 ASSESSMENT P✓RR�SESONLY /2 Cn2 \ 2 L.O.G.E NQ/ if!/.s1 [' E' /LA901L—Q— 13409 2/6/ 0 h 20 N 27 22 2/ 26 �' /7 /2 / / l6 `� / ® ® 5 I N j7•.f1 ASSESSORS MAP 8K646 PG/4 RIVERSIDE COuA,r , CAL /F RG 1722.7/ __o CENTER SEC. 3/ MB. 37/96-98 Lo Ouinto Golf Estates No. / SEP. 192 /"= I /00, TUH,gIII VICINITY MAP ;Xtf_rr, Ht's rn:T ® S fi P: t3 J E ;T U 1 A FUY E. HE I ND i GENERAL NOTES AND SPECIFICATIONS All pans.truction..,siall comply .With the 1994` UBC, UPC, (JM and >1993 NEG,'`nd:all` local codes and ordinanc"es. Con<tr;actor shall verify existing', conditions and �dimensio'ns before s.tsrting work' ancl shall notify the" owner- of any sign f.ican.t discrepancies before proceeding, Al1'wrs.tte,n dimensions shall take precedent over scaled dimensions; A.'I material sizes and grades written cin plans take . precedent.over those on floor; framing, and concrete notes, All -window glazing to be dual. Provide double building paper at all exterior plywood panels. Allinsulaton materials shall have a flume -spread rating 'not to exceed 2.5 and a smoke density rating not to exceed.450 UBC ` 2:6023 Exterior stucco application to be per UBC 2508.. Provide minimum 2F gauge galvanized weep screed at 'foundation plate line :min:;'. 4" above adjacent grade and 2" above adjacent fl.atwork.-UBC Y 2506✓, 5 KNOX I.. -.-A 01-J i N T;t,, CA x(22-� 14 LA C_ZJ1I'I'FA 6x5l-� 5-ter\T:4 ice;=•ic,k1. N aro ! M4. H�51 r4T O i -r - 'SA t /9 \\ \ 'Al KEYED FLOOR PLAN NOTES 1. Provide 5/8" Type "x" gyp board from foundation to roof \� / sheathing at separation wall between garage and residence. UBC 302.4 Ex.3, 2. Provide 1-3/8" minimum solid core door 20 minute rated 0 �� with self -closer at separation wall between garage and residence. UBC 302.4 Ex.3. 3. P44;,- de rc� yp-eearei-orr-ax}--utrris-zrrcd-ceiling �\ �� re-avmre--1<trafr-aYY-be'ams"anci -sppertPrg-Peslo 1188 3d3-4-ir:4-3-." 4:1 All air ducts._ penetrating separation wall or ceiling between \ r garage and living area shall be 26 gauge minimum. USC 302.4` £x.3, 5 3" 0 galv. pipe guard. a. Ceramic tile 'tub and shower compartment over 2 coats of Portland cement plaster, felt and wire reinforced, 6' above \ floor minimum, \\ -7, Shower pan to be hot mop, one piece fiberglass or approved polyvinyl liner. See plumbing notes. 8. P9.2J."-d - r s m-bated-vs�der- l hs -and sr:aaer entitvsvrs �rcrctzr''a�s � a -ii c --he compartment. \ ?9 -Aetur.lt air to be mi,n, 10' away.fr6m gas burning ° 9. Emergency egress window. The escape opening shall have a APFijat�Gi minimum net clear opening of 5.7 sq, ft. The minimum net 30 'Ti "deck over dura -.Cock base over 3/4"'ply, Blear opening height shall be 24". The minimum net clear - opening shall be 20". All escape windows shall have a 31, Wae�i`cloaet- 1,5 gal max, per flush: finished sill height not more than 44" above the door.UBC 310.4. 1 32 f; 13" high wood olatform,' 10. Safety glazing required. All glass lights within 18" of '33 Provide soffit for f2pilreseent €ixtu6io floor, glass doors, and wall panels and doors of bath tub and shower enclosures shall be fully temperer; or wire glass, 34 22" Y 30'+ attic acyess. All glass within 24" of doors to be 'tempered. UBC 2406.4: C 35.'3C!` x 30" attic access. 708 11. Dryer vent to be 4" diameter to outside air. See mechanical' notes. ..,.. ... t' 12. Cook top to have a minimum clearance of 24" to bottom of hood with exhaust fan, light, and switch, vent hood to - outside air. SfF MsGN�.NIGFst NoTet, 13. Provide mechanical ventilation system with backdraft clamper (� capable of providing five air changes per.hour. UBC 1203.3: i 14. Provide permanently accessible 12" x 12" tub trap access. UBC 405.2. 15.-P�er�e-->/•8--'-':pl''p•Y'F^i>veT�ly--crc=.Q-so-€-€-zt-v€ -arrc^lt?seLi-'us �rb'1-e-spare`-ttrrd-ar--st�irs-"VSC-"rV 0'�- 1.6".-•�rvrsae-•6-'-�fr'i-micxincum--Fcr:t.^ttr4eal�r-aE--sca'vir,--:-T. 7 7 .-•-f�i�#rand•�errz-{�;--a•+�-�•cre-i-fwwaj�s•>-.ri-ei�-€a�r--�-r-tnrrrc. -risers �� r i c4} a�a iapr%e -awe sw1 tor{r--ffez�xi i� -shea l -ae placed- nor:- �ess-t-t�an--34--i-ttette-e•--ear _ TIN/ es--avov�-tredd - rrc��py�c�lr-erl"�--£-e trtrrre s-aF-if&�--1.306-: 9 . ti . 18. ^f'cis`ri'de..,�J�.«�.r.�.i..t-sa-u•�--i-ae--m��--t�taft 30�--�•®averg�ade-;:�i�--a--�lrttmcrnt-he-tyftt--�i-3r=sa-rt-h-i-rrter- � + �� med::ak.Q...ca.1..Ls...spac:ecl.-�.u:.i�...cha.c..a...sphe•e�4=-i,rt•.d-i•ameee�-.aa-nnat persre=.r�---E,�ardrai-i---eorrst-ructrarr-ska-�1•-be-cuparrle-of t, rad.;i,s•t.i�-•a--7,8--2.L&.-z®ri.aoraa,Lwbc�a�3.•.•)ae�peaula-s Fa -=he f tUfr-r-�r-i�-�=�-s��-:1--arnr'-r��cE-'•rs-s: � �,�� It 19. St<r*7s•-5tra'f"t -h1r SLYfrf1t 3 . ;y V` A r��• l O 20. Hearths shall extend at least 20 inches in front of, and min, 12" beyond each side of, the fireplace opening. UBC 3102.7,11, l 21. aero learanee-metal fireplace. Provide mandatory requirements per T, 24 Notes. cr arrvedrrrr€rieg ���: UBC 104.2.1. - s3 -3f Q 22 26E?a--4--2. 23. Water.heater shall be secured with (2) approved earthquake a traps, 'top and bottom. I" wide x 18 guage secured to 2x wall fCaming. 24. Provide dents 6" from top and bottom of water heater or furnace compartment. 25.x9 i 26. 411 exterior hose bibs to have non-removeable anti -siphon devices. '.•27, provide approved recirculating hot water system. All hot water piping connected to that system must be insulated t, with a minimum of R-4 insulation around piping. `yELETRICAL. PLAN" �tip i - r23 .Provide vent to attic i11 ceiling of water heater or F.A.U. ;.:._ NATIONAL PPINTfAST NQ. 186A - 24x36 - o:: t PERISTYLE { I II :! �I FLOOR PLAN N O N l) VJ '10NA! FRINTFAST NO. 166A - 24x36 ( �AT t�ti �(�� :=a UIF I • ATT(, F r'' { I _fE r<V, rL.tF _4. L 1� 3 '• 3 TO f'Z221- F11101T/wt�j 1v4j 0.411-0f 1-1 -ra I!�✓ f� �n(��U. v,CW I -i-i�2(1 \ Fr}. Nq I i Ty. 7 +q?0 • (r''?, R-0 Electrical Notes "j `i� �U 1. Provide min. (1) receptacle at grade level at front and !gi p r,4.-,�.7, A„ �, ( � �V' rear of residence. 0° �,k!r% 2. A receptacle outlet shall be installed at each island or peninsular counter top with a long dimension of 24 inches C, G.rA•l``(4'✓ l_i(f�{il ��(PJ ..- / �. (610 mm) or greater and a short dimension of 12 inches (305 mm) or greater. Receptacle outlets shall be installed so 1 t �' 4! / that no point along the centerline of the long dimension 14/ is more than 24 inches ('010 mm), measured 'horizontally from - r a receptacle outlet in that space. 3. Provide receptacle outlets at )2' o.c. maximum and within V of the end walls. NEC 210-52(a). )) -\4. Provide receptacle outlets at any wall space 2 or more feet I 1 wide. NEC 210-52(a). F -F 5. in kitchens and dining areas of dwelling units, a receptacle outlet shall be installed at each walcuerspace2 inches (305 mm) or wider. Receptacle outlets shall be II { installed so that no point along the wall line is more than 24 inches (610 mm), measured horizontally from a receptacle outlet in that space. 6. Provide at least e compartments. Refer toZthe-NEC ng oARTICLE utlet n210emeth. 70(a). M, rr,. it___ __ Iq 7. Provide two minimum separate 20 amp circuts to kitchen appliances. NEC 220-4(b). 8. Provide one minimum separate 20 amp circut to laundry appliances. NEC 220-4(c). -- - — — -- 9. Refer to the NEC ARTICLE 250-81 for grounding electrode system. Bond to gas and water piping. I 10. Dight fixtures in tub and shower enclosures shall be labeled "suitable for damp location.” NEC 410-4(a). 11. Lighting fixtures in clothes closets shall conform to the NEC ARTICLE 410-8. 12. Provide U.L. or I.A.P.K.O. listing for whirlpool type tub. 13. Install lights 7'-6" above the high water line of the platform tub or relocate 5'-0" outside of the tub as measured from the side wall of the tub or meet lighting installation and waterproofing requirements per code. NEC 680-41. I 1'1. Hydromassage bathtubs and their associated electric components shall be protected by a ground -fault circut interrupter. 15. All current carrying conductors shall be copper. Q IIC)�/�wj`vrt r�r'��1 h ,�ij�'r C 1•=� �E _ ! � 1 1 ELECTRICAL PLAN DRAWN T. NATIONAL PRINTWT W. 186A - 24x36 a srs . -- F- LEC; TED 'CEILING PLAN ►��r,,� �,��., ammom DRAWN . r -1 BRAWN -F. f� N �1 h� � s � N U t.. ff, � Q� BRAWN -F. REVISIONS BY NATIONAL PRINTFAST NO. 186A - 2446 . 3es r� rn a o M t • T 4 NATIONAL PRINTFAST NO. 186A - 2446 . 3es E DRAWN DRAWN CHECi ED DATE SCALE JOB NO, SHEET OF SHEETS ._FJN_SH._$C�_,_ UME _ DOOR _SCH __ 'E MILE t ASEAND 4 1 , _ FRAMEANDANDRROPM K10. N A M5- r L 00N UAB r W -l/-\ I N ,�­ COT MLT E R ! AL MATK 1,&1- FI E i (_,H T NA,fI, t_4 r I N (_5H LCCAT10kt -i?AT i rA 6 (Y n01- <P,"r'.� �/2 G wf"N �� ( ?., -°` I/rte' i (+r� I . ;- � j�; ►� i Y�> �rt�/ r' 7( �='--- I �`° h :='T i W1, GI► � r io`� I�l�> F,4:4=L_.. �Tp,i I _ ��i�''`��` ���..•��i`�~'� �>�01-�� iI tI (+ iI � __ ,� u�-� --..�.�� --- ,k..�..�.....� - �,� �0 %�oi�"'�� fir! � ` ( �'r1►�'� ) ! � i�i �.�. I f - � r � "� co >< I �'�- ! i f I i I I i t t t �iI..G�t1'r�. �� �'�• ��Oj-f 1 % _.._._..._._. ... ar'�ea!I Pl�i+�'1/`�!..� ____ ---�---�------ � _...�.....,_...._� ,� �j�J ;l o�p `� � •;�/`�tr— i�hA �-�for�: G - - -- I I II 1�2 x 1:�!�'' 1) ►, �v M! t�i. 's��.�.� II �I '�_� �` .�..�.�..,..�.,.�.. � f ----- -- © 3U X c�� _ r��1i M I( I► I� I�i1I it +I T ,1 „ 1 bo , 12/w, _ t '! ----- - --- -- - --- - -----� -- --- -- ----- --------- 15 30 � c� � 1 �-�'�� �,!�• �.... �� •1 _ _____ k i5� �-i tI _.._... .-------_•-_--- ----------- I(� leo X U� _ FO) .(r-Ule c 'tt° P�1�C ►^r- , rt,44t wr l t-� 1 ,V � ( _ s 3 W e c>w FEE LJ L_FEE Mandatory Measures Checklist: Residential MF -1R of the compliance requirements the features for the v ,., ENFORCEMENT } ( i — I ' ; a ' } _ j ti t NOTE: Lowrise residential buildings subject to the Standards must contain these measures 1 1 , approach used. ,terns marked with an asterisk O rray be superseded by more stringent listed on the Certificate of Compliance. When this checklist is incorporated into the noted shall be considered by all parties as binding minimum component performance mandatory measures whether they are shown elsewhere in the documents or on regardless compliance permit documents, specifications this checklist only. NO. �+ SIZE TYPE 1t �� �® p ����RK �I �.I!(r�P.� r•»,i w, r _ - _ u l (O� J� ✓i �J I / t ly ,�! �1�MI N T' _^. � I �,� F=� _ __-___________. �I�� �'�++ J+�����e �� ��I J r Ft`� /� � .,.•�..� .....1-,� ��.• -�'J I`�.h--! ' t�! T'o �'J._. ���:. � l�+! h+ 'N �F,`'�'.b �-�-��'.� Sl 1.,.-.�....�.- - --- - ---- -- ----- - ------ - -- � �'f�U`� t �:o �,�j'.s `�''�t=' � T-= �'C'��'• (..�, a�"/-�" r-" JF it..l...-�... =-�/�"a.�`'=- �. �' v�J ��� 'l t� � _ _..-------- -.__ __ _.__...-__- _____-_____ -_ - -------__..__---__._-_____---_-____._._. DESCRIPTION i DESIGNER Building Envelo a Measures §150(a): fAinimumfl t9 ceiling insulation. ^I 50(b): Loose fill igsulation manufacturer's labeled R -Value. §150(c): Minimum t�-1-3 wiall insulation in framed walls (rices not apply to exterior mass walls}. *§150(d): Minimum R-13 raised floor insulation in framed floors; minimum R•8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pe mAnch. r- §118: insulation specified or installed meets California 'Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and InfiltrattorvExfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weathersVipped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards.--�� §I50(e): installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factorybuilt fireplaces have: - a a. Closeable metal or glass door . Outside air intake with damperand control c. clue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerneads and faucets certified by the Commission. f §150(i): Setback thermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1, Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R•12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First S feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water lank. § 150(m) : Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. exhaust fan'systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, Manually operated dampers.. §114: Pool and Spa Healing Systems and Equipment 1. System is certified with 780/o thermal efficiency, on-off switch, weatherproof operating instructions, no efectric resistance heating and no pilot light 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously bun•n9 pilot light. (Exception--, Non-electncaieooking applian with pilot <15Q 8iulh r.) f_l htin Measures g g §150(k); 40 lumens/watt or greater for. general lighting in kitchens and rooms with water closets; and ., recessed'oeiling fixtures IC (insulation cover) approved. +' t - v -_,•._-_——_-_-_____ ___- _ - ______—_-_ _ -_._._ -_-._. __ —.A_ �______, __ - ✓ it -..�,_ � � W� r� �O Ut � � �-.�" r� �:.1.�� ��'� � �=�'i.. r `P--t�`i~ CDj ,--• ""�''.,� --- -- '-- -il'1 `" - --"-`--- ---- --' ' - - T — -- `-'"` a'� !.(�tz-`CF'tt•1� - �) h11St 1 '""�- `�t">��-'' / -� _ •' a % tt1 FNS , G) K , TOf ''Vi l (o� (1I(ji U r t jC I�� } / 1�t�t`�',I'�;� , rJ ' , i� ' yam•''] ht u�iv'� �� I..� i-� ,�/ ' �,1 �t 1 r s C � t.�.{l ��...Y G -..'_--d ��� �i 1 f.✓ Sa"Y�y i �� 11... ��a�' +✓' J d i..l _".e.,�,"i �.1..o✓i-.=+ i_-.�-'amu r a..�Ff --✓ - f �d L+� Uri M � T• ' I "- �- - -`- - _ __ ______ .___________...-•---- --- - -__ _.------- -_.__ _a ____. _.... �_- _ __ _ _..� _. _. _ - __ _�._._ _._ _ __ ___ m_ _. __._- .- _._ __ _- _ _ _ _ - -_ _ -- __ _ _—_ _ If { >- 1'`i G 1 �,�1 -'-�� `' - G� Nl) r , - �__ r L rC t=-' -_._ _-_ -• -. -_ _ _—_____ _._ __ -- -- -_ _ ____----__- _ �___ --_-_ _-_ _ ___ _ ---------_-._-_. _ -_____ { ! (p lJ�j ,� ✓ s ✓ . I' -.,--�....__,-_._.,_.._._..._.,._.._...__,.,,.__.._w__�_.__.__r_,.�..�._...,...,. _..•._..., ` � __.------ - ______�_..-_- / ✓ ✓ E DRAWN DRAWN CHECi ED DATE SCALE JOB NO, SHEET OF SHEETS REVISIONS BY 1 ' 61, ZA y • Ir • , tea.,, aa»...<n.......,w..m .+....,....Y+..ms.s.....,n .' • r_ _ —dr---- _ -- z 2- V tJ. LJJ Tr 77 y` t,1g 1 _ � % � i ► .. ! •� � - / ,y r �t'��' i � .�I�y'�t�`v • , �,�•� � _ . v1. G��i _ L L�r'� y,?'1� rs..w+ ��� �t I:y W rQ� r Elr _ WIN AUP1 17 p. ff DRAWN CHEC ED DATE ' SCALE ' L F I F111,1: I L JOB NO. SHEET A10 INTERIOR ELEVATIONS t/'r� _ - — — -- OF SHEETS i j' { 7 i 4 NATIONAL P!tlNTFAST NO. 166A - 24x36 ens ! i Mechanical Notes 1. Provide seismic anchorage of fixed appliances. UMC 304.4. 2. Provide protection for FAU and water heater in garage from vehicle impact, 3" 0 galy. pipe guard. UMC 313.1. 3. The following are required for the forced air furnace: a. Size and BTU/electrical rating for unit. UMC 304.1. See Title 24 calculations. b. Compartment dimension shall have 3 -inch minimum clearance on side and back/6--inch minimum clearance from front of equipment to combustion air intake. UMC 315. c.'Combustion air from attic through 26 ga. galvanized steel sleeve extending 6 inches minimum above ceiling joists and not screened. Attic to have adequate openings and have at least 30" vertical clear height at its maximum point. UMC 703.1, 703.2.3 d. Combustion air from outside to compartment with 1/4 inch screen at outside opening. UMC 317.7, 702.3 e. Separate ducts for upper and lower combustion air supply openings. UMC 702.1. 4. The following are required for attic furnace or comfort cooling equipment: a. Scuttle 30 inches by 30 inches riot over 20 feet from equipment . UMC 319.9, 703.2.1. b. Unobstructed passageway 24 inches wide of solid continuous flooring from scuttle to equipment and its controls. UMC 319.4. c. Unobstructed work space of 30 -inch minimum depth in front of equipment. UMC 319.5. d. Light required at equipment with at scuttle. UMC 319.6. e. Provide permanent 110 v. outlet and gas supply. 5. Eieating and cooling equipment located in a garage shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level. Provide wood platform. UMC 308.2. 6. Provide a disconnect for the A/C unit and provide a receptacle within 25' of the unit to be weatherproof per UMC 309. 1 . 7. Provide 30 -inch clearance above range to unprotected combustible material (1901) or 24 -inch clearance above range or open top broiler when equipped with metal ventilating hoods. UMC 906.1, 906.2, and 906.3. 6. Pad supporting condenser or compressor from ground must be not less than 3" above grade. UMC 316.3. 9. 4" 0 smooth metal dryer duct to o.s. air shall have a backdraft damper per UMC 504.1. 10. Dryer ducts shall not exceed a total combined horizontal and vertical length of 14 ft. including two 90 degree elbows. Two feet shall be deducted for each 90 degree elbow in excess of two. UMC 504.3.2. PLUMBING NOTES 1. A 12" minimum access panel to bathtub trap connection is required. UPC 405.2. 2. Provide non -removable backflow prevention device on all exterior hose bibs. UPC 603.1. 3. Provide pressure relief valve with drain to outside at water heaters. UPC 608. 4. Hot mapped shower pan shall be inspected upon completion of hot mopping and shall be filled with water for inspection. 5. Island sink and vent to be installed per UPC SECTION 614. 6. Provide pressure regulator for water service where pressure exceeds 80 psi. UPC 608.2. NATIONAL PRINTPAST NO. MA - 24x36 --1 J GERTI,FI.CATE OF COMPLIANCE: Residential (part 1 of 2) CF -1R page 2 of 10 ------------------------------------------------------------------ Project Name KNOX.'RESIDENCE Date: 3/25/1997 Address: LOT 14 & 19 LA QUINTA CA Building Permit No Designer: TOM IRVIN ASSOICATES Checked by / Date Documentation: MARCO DESIGN SERVICE COMPLY 24 User 2853 --------------------------------------------------------------------------- GENERAL INFORMATION Compliance Method;, COMPLY 24 version 4.11 Climate Zone: 15 Conditioned Floor Area: 5239 sqft Building Type: Single Fam Det Building Front Orientation: 90 deg (E) W Number of Dwelling Units: 1 Floor Construction Type: Slab on Grade BUILDING SHELL INSULATION Component U -Value Location/Comments ------------------------------ ------------------------------------ R-21 Wall (W.21.2x6.16) 0.059 FIRST FLOOR R-30 Roof(R.30.2x10.16) 0.035 FIRST FLOOR Slab Perimeter w/R-0.0 0.900 FIRST FLOOR Slab Perimeter w/R-0.0 0.720 FIRST FLOOR FENESTRATION Shading Devices Frame Orient. Area U -Val Type Interior Exterior OH SF Type Right (N) 144.0 0.55 Double Std Drape Standard Bug Scr N N Wood Right (N) 24.0 0.55 Double Std Drape Standard Bug Scr N N Wood Right (N) 38.3 0.60 Double Std Drape Standard Bug Scr N N Wood Front (E) 40.0 0.55 Double Std Drape Standard Bug Scr N N Wood Front (E) 2.3 0.57 Double Std Drape Standard Bug Scr N N Wood Front (E) 48.0 0.60 Double Std Drape Standard Bug Scr N N Wood Front (E) 48.0 0.60 Double Std Drape Standard Bug Scr Y N Wood Left (S) 150.3 0.60 Double Std Drape Standard Bug Scr N N Wood Left (S) 40.0 0.60 Double Std Drape Standard Bug Scr Y N Wood Back (W) 88.0 0.55 Double Std Drape Standard Bug Scr N N Wood Back (W) 240.0 0.55 Double Std Drape Standard Bug Scr Y N Wood Back (W) 18.0 0.60 Double Std Drape Standard Bug Scr N N Wood THERMAL MASS Area Thick Type Covering (sf) (in) Location/Description Concrete, Heavyweight Exposed 2539 3.50 Slab on Grade Concrete, Heavyweight Covered 2700 3.50 Slab on Grade Tile in Mortar Exposed 200 1.00 FIRST FLOOR/Int Mass Masonry Veneer Exposed 96 4.00 FIRST FLOOR/Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 2) CF -1R page 3 of 10 Project Name: KNOX RESIDENCE Title 24, Parts 1 & 6 of the Califor- - Date: 3/25/1997 regulations to implement ---- Documentation: MARCO DESIGN SERVICE --------------------------------------------------------------------------- design responsibility. When this certificate COMPLY 24 User 2853 HVAC SYSTEMS Minimum Distrib Type Duct TStat DOCUMENTATION AUTHOR (Per Business & Professions Code) CHRISTINA LORD System Type Efficiency and Location RVal Type Location/Comments REDLANDS CA Furnace 0.780 AFUE Ducts in Attic 4.2 SetBck WHOLE HOUSE I (signature) ( ate) SpltAirCondll..000 SEEM Ducts in Attic 4.2 SetBck Name: 909 793 9142 Lic #: Title: Agency: Water No. Tank Ext. WATER HEATING SYSTEMS (signature) (date) Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val Std Gas 50 gal or Less Standard StorGas - 1 0 53 50 0 - 12.0 AO SMITH FSG -40 Standard StorGas 1 0.55 40.0 12.0 AO SMITH FSG -75 Standard LargeGas 1 0.53 72.0 12.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light Std Gas 50 gal or Less DomesticHW 0.780 40000 - 0.040 0.0 0 AO SMITH FSG -40 DomesticHW 0.770 30000 0,044 0.0 0 AO SMITH FSG -75 DomesticHW 0.760 80000 0.031 0.0 0 SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 & 6 of the Califor- nia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section DESIGNER or OWNER DOCUMENTATION AUTHOR (Per Business & Professions Code) CHRISTINA LORD TOM IRVIN ASSOICATES MARCO DESIGN SERVICE 131 CAJON STE 3 31532 RAILROAD CANYON RD. REDLANDS CA CANYON LAKE, CA 92587 909 793 9142 Lic #: (909) 244-2383 zo//�2 I (signature) ( ate) (signature) (date) ENFORCEMENT AGENCY CANYON LAKE, CA 92587 Name: 909 793 9142 Lic #: Title: Agency: Telephone: (signature stamp) (date) CERTIFICATE OF COMPLIANCE: Residential. (part 1 of 2) CF -1R page 2 of 10 --------------------------------------------------------------------------- Project Name: KNOX CASITA Date: 3/25/1997 Address: LOT 14 & 19 LA QUINTA CA Building Permit No Designer: TOM IRVIN ASSOCIATES Checked by / Date Documentation: MARCO DESIGN SERVICE COMPLY 24 User 2853 --------------------------------------------------------------------------- GENERAL INFORMATION Compliance Method: COMPLY 24 version 4.11 Climate Zone: 15 Conditioned Floor Area: 443 sqft -Building Type: Single Fam Det Bu4ding Front Orientation: 180 deg (S) Number of Dwelling Units: 1 Floor Construction Type: Slab on Grade BUILDING SHELL INSULATION Component U -Value Location/Comments ------------------------------ ------------------------------------ R-21 Wall (W.21.2x6.16) 0.059 FIRST FLOOR R-30 Roof(R.30.2x10.16) 0.035 FIRST FLOOR Slab Perimeter w/R-0.0 0.900 FIRST FLOOR Slab Perimeter w/R-0.0 0.720 FIRST FLOOR FENESTRATION Shading Devices Frame Orient. Area U -Val Type Interior Exterior OH SF Type --------- ------ ----- ------------------------------------ -- -- ----- Right (E) 48.0 0.55 Double Std Drape Standard Bug Scr N N Wood Front (S) 24.0 0.55 Double Std Drape Standard Bug Scr Y N Wood Left (W) 2.3 0.57 Double Std Drape Standard Bug Scr Y N Wood THERMAL MASS Area Thick Type Covering (sf) (in) Location/Description Concrete, Heavyweight Exposed 421 3.50 Slab on Grade Concrete, Heavyweight Covered 22 3.50 Slab on Grade , CERTIFICATEOFCOMPLIANC- - Residential(part-- 2 of 2) CF -1R page 3 of 10 -------------------------E: Project Name: KNOX CASITA Date: 3/25/1997 Documentation: MARCO DESIGN SERVICE COMPLY 24 User 2853 --------------------------------------------------------------------------- HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and Location RVal Type Location/Comments ----------------------- ------- Furnace 0.780 AFUE Ducts in Attic 4.2 SetBck WHOLE HOUSE SpltAirCond10.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext, WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val - - AO SMITH FSG -30 Standard StorGas 1 0.5730.0 12.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light ----------------------- ----------- ---- ----- ----- ----- ----- AO SMITH FSG -30 DomesticHW 0.770 30000 0.031 0.0 0 SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 & 6 of the Califor- nia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section DESIGNER or OWNER DOCUMENTATION AUTHOR (Per Business & Professions Code) CHRISTINA LORD TOM IRVIN ASSOCIATES MARCO DESIGN SERVICE 131 CAJON SUITE 3 31532 RAILROAD CANYON RD. REDLANDS CA 92373 CANYON LAKE, CA 92587 909 793 9142 Lic #: (909) 244-2383 (signature) (date) (signature) (date) ENFORCEMENT AGENCY Name: Title: Agency: Telephone: (signature/stamp) (date) NOTES & SPECIFICATIONS r� 0 0 cn cV 0 v) 0 IM 1 .1 + Z; P NN 0) _4 N -L 0 �A I \ A r11 4 Ll 0_<Ze_ —A _J, til - — -------- 01 oil I , I 10 .1Y17 P/ LI1 _4 F 7! %X, It F�tjt 1/7 I1 �V il Of "X j If 1/10 v2j t 10, - <;:;, 4?` 1� � yf Uj L Y. 10 f L,r If oil It I& �� _� �,/� � �r!` �'�, { ; 9 fps � `� � ` �� (r \ (d��'.f��^�„ rG�i�i``,� \h,,• '`'e A!f \c \ N, IL "17) A,— 12! Vp- ......... 7-0 F6UNDATION NOTES �Iv ri Fwrg , ions sb'al.i be, 2000 pg -t, at 28 aa r _1617 6464.4 �Pl� n [PetQ$Q chapter 19. w th PAK� ly with -Y-KjQ 1-41DO, the US ';,follows. c9agret Over. ek 11 titeAl shall p4 as, a. PQ!ur�. e n formed.... 3, ihohes 'IM d. a �Vth poure '2, V,4slab3i'on gradii ......... 6(At, /k11ren Ar %kj 3.' :AU r6inforc'ing steel shown to e continuous �may'be lapped 3V or �V' minimum,whichever Is .'reinZocQing steel, dowels, anchor bolts, and other .1�1)a be secured in pa l p 'ge prior to P6uring concrete. r cU.,;-rete glab on grade: -44' thjck;,.ti ; h 'R'!, x 6,, #10 X­d10-','d.v M. OVer,,r2" sand over vapor barrier, unless T,?p o all slabs to be a minimum of 6" above grade.' TS, 12X40/4/11� y �-'VaPor barrier material shall be polyetilylene film (visqueen eq 'I!' be placed under all house slabs. oinit tt and 5na barrier' 77— A FoundabiQnbolts shall be 1/2" diameter K IQ" With :7 ON emoedment into concrete 12" from corners and at 4'_'011 0.6: itUBC )806 i6. 9 as shown on plans. steel shall conform With ASTM A615 t,rade 40 reinforcing is pjermi,tt�ed; ua.w i .k!nqa shall bear On undisturbed native soil or _11W ­ oil '6earing pressure used in dei 1 . gn, 1 is' 1 1 000 PSF, unie��up:rceq4d by attaqhe4sails 'Port. r ell �qrqt�d,plu offse.E! out of Jigs. Un EO tj detgtOdad .-i to be encased -in tivinimum',, �� .w i 1. _� i y ? "ii 1°r��r]•4'l.'€�6sR'@'fl`:.�•refs.f3�3�d'�k4'�:C2'Y'•`%+'�II YT;T't��`T�'b^�.^'-7:� r. Y, P:LP I n(J 1s , -40 L pqrrtzi'tte_id in 'or. under e' unless ttr er - 06 ;Z;e, fitztte _ant]f a�bgo'Ved by; bu . �e T_ FND ATI `__PLAN OU ON T7 P??K, ear lw�� kr H r R V - _R MIN 169 :k 11\ -0 ESS10 - r\cJ i i wQ lvT No. 49585 Exp 9. 0- � d1z I V 4) A A fj `7 J 24, :,At L 7- -7 'A 4� 7 c AAZON Uj I FRAM I NG PLAN 1/4 =I vll erus�at Dt2tAlYFASP NO. MA - 24.66 ours ') q'-41:1ltCA, x 011 1 M`'<? 4 i I I Q ' Mfr �� '��n ���,�, t�.��r�l��:-� lr�� �"t"�l � Q Com; t�� Nl�►l..l �►(,� r "ri O f�t.� r�� � F� _ S' i� r'�.:�.j'' { Pl-�- � �P / G��5j"("� ?,'•�• t�.J+ 1l I T4pWD _— k F � , FOUNDATION 'PLAN' DRAWN j , ��.-�r<•.,,�` Wry � ► � 1 F-� I� f �f�.'�' �,� 2 x to � -j`u � � I �3 �,G, �i�jC C.�- Wi 5j./ f=Ov, _— k F � , FOUNDATION 'PLAN' DRAWN w"; r i y ' ELRE f ❑A7�1E .J SCALE JCB NO SHEET v A Y. ij {' I + r f 4 7 . W n A u Q� f w"; r y ' ELRE f DRAWN y ' ELRE ❑A7�1E SCALE JCB NO SHEET k A Y. ij {' I + r f 4 7 . 5_ j.i:di".I jay"y si fro5f rut,— mu, �; T - 2 . �<iTlc' ���P,ii....t �.�.-��� Uri � ;= , � �� 11!� !��~� . '�,�. � 1 %► ,� �� T-0 ,S e. IN' -;;r/-'--! -1� G�iiMt•11�� T��C��IIN�"ila�-1 T© � �t Mlha- �, I`( NATIONAL PRINTFAST NO. 186A - 24x36 0 »� \,/-F-T7 (r(r, A ).J — _ g .__V 4 i 0 n t� ri �! Or ,:5 ' r it�'11`71LVli NV'1'�� • 1, All lumber shall be douglas fir p,s, 20•-70, graded per' grading rule 16, W,C.L.A., D. All bolt heads and nuts which .bear against the,:,facefiof.wood N,D,S., 91 edition, All lumber shall be grade marked. members shall .be provided with,metal washers. Unless otherwise noted on the plans, the following minimum grades shall apply: 1,1, Minimum spl.iee nailing of double plates shall be as follows, MIN, a. 2x rafters, 2x joists ,,,,.,#2,=H b. 4x beams unless otherwi..se specified; 8-16d nails each side of splice and headers.......V. # 1 C. 6x beams and u., with no adjacent splice within 4`-0". Lap double top plate headers ....... #1 ' E4rs ell 12 48" minimum. Use 1/8"x 1/2" wide metal strap ties where 2. All plywood shall be APA rated and shall be of thickness plates are interrupted, or as specified on plans, called for on the plans. All plywood shall be bonded with exterior All 12. Glue laminated beams shall be fabricated by a licensed glue. plywood directly exposed to the weather shall be exterior fabricator ger IrICL,A, P.S. 56-73, ANSI/AITC, A190,1 1991, grade. Unless otherwise noted on the plans, the following minimum ,- ►-r L)� Ml, NDS 91 edition and UBC.requirements, �-ell standards shall apply: Roof sheathing: 1/2" CDX plywood 32/16 13. Provide 2" solid blocking at soffits, points under or at per P.s, 1-83. Nail with 8d nails at 6" O/C boundary, 6" j supports; floor and ceiling joists at mid -span, or at edge, and 12" field. No blk'g 8'-0" max. req'd. Stri"� 3��'�'g--Nark-frtit-h 8e-r�axls 14: Section 232.6 UBC applies for minimum conventional construction requirements at 6" r � ,-6—edge,— ftd -1 f} ' €re-1eei_i nq • 3 15, Use rafter ties in lower 1/3 of attic area at 48" O.C. Y 3. All nailing shall conform to table 23-'1-Q of the Uniform where ceiling joists are -not parallel to rafters. Brace rafters to bearing partitions. Maximum angle of purlin braces Building Code, Use galvanized iron nails for all exposed is 45 degrees, exterior nailing. 4. All lumber in contact with 16. Where wood post is in contact with concrete, use 1/16" thick masonry or concrete shall be corrosive resistant base plate, or P.T. wood plato, six pressure treated. D.F. U.B.C. 2317. inches above grade, min. 5. Nailing of all 'horizontal and vertical diaphragms shall 17. Use approved joist hangers as req'd. or noted. Double be inspected and approved by the building dept. prior to trimmers typ. at all openings 8'-0" or greater. covering. Unless noted otherwise on the plans, use 1x6 let ' in diagonal bracing at corners and every 25 linear feet 18. Provide P.T.D.F, sill at foundation. UBC 2317. max. Bracing to be per sections 2326-11.3 U.B.C. , 6, Balloon frame -all stud walls at sloping ceilings or 19, Bolts, nuts, and thread rods shall conform to ASTM'A307, per framing plan, 20. Framing connectors :indicated are by Simpson Strong Tie 7. Pr-.Q"d-Q-de>,r e�- -1-e a-�be1 part tien� c,' heat Company, Inc, ,,,as L--1��' 21. Fire block stud walls and partitions including furred spaces 8. Unless otherwise noted in shear wall schedule, all interior at floor, ceiling, soffit, and at mid height of walls over 10 feet in height. UBC 708.2,1, ! wall surfaces shall be sheathed with 1/2" gypsum wallboard nailed at top and bottom plates and studs with 5d cooler nails at 7" O.C. No edge blocking is required, 9. Provide multiple studs for solid bearing at ends of all beams where posts are not shown. Carry studs down to foundation,--P+-E�id-e- ft-trn-uaus-be Petr at-io-n j.i:di".I jay"y si fro5f rut,— mu, �; T - 2 . �<iTlc' ���P,ii....t �.�.-��� Uri � ;= , � �� 11!� !��~� . '�,�. � 1 %► ,� �� T-0 ,S e. IN' -;;r/-'--! -1� G�iiMt•11�� T��C��IIN�"ila�-1 T© � �t Mlha- �, I`( NATIONAL PRINTFAST NO. 186A - 24x36 0 »� \,/-F-T7 (r(r, A ).J — _ g .__V 4 i 0 n t� ri �! Or ,:5 ' Liar° MIN, ' E4rs ell 12 c*1 lei - - .. -- ,- ►-r L)� Ml, �-ell •1 j 1 vim. (11 k!1 - ROOF ` PLAN 11 �'���►i DRAWN Tyr. t, /_.! i ! 2, if n i { .m C5-1 4 \/ l , -n 're [!, .n r1 A q /) r . m 5 NATIONAL FR/NTFAST NO. 186A - 24x36 aws r L • p . 5 � EOtCE C5-1 4 \/ l , -n 're [!, .n r1 A q /) r . m 5 NATIONAL FR/NTFAST NO. 186A - 24x36 aws r L • p . EOtCE DATE �1 ,iALJ r .n JOB NO. k C5-1 4 \/ l , -n 're [!, .n r1 A q /) r . m 5 NATIONAL FR/NTFAST NO. 186A - 24x36 aws r DRAWN L • p . EOtCE DATE ,iALJ r .n JOB NO. SHEET na T Q1 00 d M 'O OF SH.EEi``S i S j 5a r 'r �n DRAWN L • p . EOtCE DATE ,iALJ r JOB NO. SHEET OF SH.EEi``S i S j 5a r 'r "'�L- , l.� r �-�,JIr'- �-�`-�C.�.-�'t.� /�' ... , Com"'' �(p � �;�•''�' ....--...__.._.,.. f P,11 h'� Twig LI -7...... _ I .... , f"f, �i-.+ f &'P� /-T y1. `l I 7- .. ' , I�1, Gi + 41i O C� _ ��e y t'� i 0•C,• D r � fr ri�.r#- , -p - , , a '�i� -r �,F..I ; , ��-•}v { <- �X � /;) !� lr.f �.4.� . � J�r vf , — 2 ,✓, s , 2a'I, � �¢,-Y I I! (�✓ ,1 I �N ,1, t 1. T42 - A01V 04 ��71_ +I�/ �f ��' �i / � rt - — tf« .'x%� �%a7+,,,'tY.,...- (''+i; t�,�rT f � / - 1�„s�✓`�r, ._ e V� ` �# i� G.S/' -- .._ � I � a' �17.�.�f.�`xNr �•It�,�. 3�. �i� �,I(f � �I W t �– F r,' �- fj # !I ; �, _-� 'j i 1 ! ; .h i /- (W i j cam*=►_� �(� =. N, 4 01("-. �- ------------- ' fl f ' �� � ���"3�, \ f��l.. '�,; (WfJt�J ,a„b>•"C�s--p �� ' I I , � , 1i --- ---- - N � � � E � f 1 �`f r� , -1►.. 1211 ! 5 s ±kf s? ' 4 i i i "fel fr s/ `t' 10'f1 � itP �o� t 'rf t". ���I �"�'• � � I -- �. I- - - ;�----.�� � ��.� _ ���' �� ( `%�r� I � � '� l� ,�.�i`I�`�.� I G� �1 ��° � �.. ��,, � , , � - y � r ,� am p ��u0,1 ! Iip T 1 > , z' r' �i�v t -h✓i;1 r j' y� d r ri 1 h+l I'} >� �{ %11 { %~%"•�{�' -� t fly ��-1 I al �) ? i, '1 *=+" o ».j. ``""- "'1 _ -.,` •/ U'.I� :i C. / ., .. Cl�n:C%' ;-*: ., r, H, � 1 lol- z ; " =�` t>s' _ r .� i'1..��4 � ,��• r'��'i'+...� N ( � `lam'—�.,., I �'j�G i�l�f e �/il..-is f V i �J _ i } 10,�x` ii1 `77 �_'. , X�'�!-x(D��/��% � -� .' �10t ��-��'i17�,�.' OiEJ k ' -------------------------- 61 , IF, FF I {If1 I !. rt . a � .. _moi___ _ I 1 ' -10 t.� 4A f �f I%7 11 � - • �, r3, Plr�c __} "�: ; I I �� F1 Eo I i� V WTI (S14 I -VA l,� 1 -4 _1, ,, Y / 11 II , MIN I N I J - �� - � x ' 4-4ci iQ WvHsw it 0 00 v_.' W4) 1 �E:1 -�# �� f t7 �.`�•:%}' GC)t� �-� . / Xz— T' .4 l' i • 'S/,.�.3-••, j�-r (`: i �„ t �• •° .••••,, 'T-1°�....�r4".;.:. (a[y�F?_: ,•a..``'"'°-••--..._.�...._......,�• - - 1 f, H + ----� S ,.. 'a...w FI • I. } j, I +i ik1f"' -v' i fE 0!+ �%rl. �1 fk.� ��U� 1 F�pFESSIpNA -- _� T% �1��: lQ�` a I - % !P�$. , �/ 7.�r ;. I ;, rrE' a� II , ti o KENT Fy Q 'TO.ci moi - Tf Chi "t'a ' [.. h� +' 'jO 4� �� j � __ �`� �Q o '� i; % _ DrLM4 • I No. 58 # I 49 j 30 - Exp. k x !f � {�--—..._.-..._.._.. (% +(,e -� ig �.= %�!`� •�,,.._,.._.— �j-�1.�taGC'� ._._—.._... .__�. �! .la.. ��.� `•t �'� �'l�t,,p` E'J f,� �J' 13. r 1� 1� � .: zz� NATIONAL PRINTFAST NO. 166A - 24X36 a >s o; C—� Z W �a C11 rr� V� W co .�1 1 DRAWN 0 � o DATE SCALE JOB NO. T SHEET V Z W rr� V� W .�1 1 DRAWN DATE SCALE JOB NO. SHEET Cir - SHEeTs i T f �- i, ,s Continued from -. �.. HDAND HOLDOWNS previous page. - - a SB f' 1 ® N S'?r" MODEL NO. NO. MATERIAL BASE FBOOY BASE BODY HB ` HS I SB 5 DIMENSIONS W`' - H B SO Cl FASTENERS ANCHOR STUD DIA BOLTS AVG ULT 1Yz ALLOWABLE LOADS' -'(133) LENGTH OF BOLT 3,5-6 IN WOOD MEMBER 2 21,J 1 3 j 31/z 1 51/Z HD2A 7 ga 12 ga 41/2 21/2 2'/2 1 8 121/8 ti, 1'/, Sia 1 2-1/4 12150 1555 2055 2565 1277512775 1 2760 HD5A 13 ga 10 ga 51/4 3 33/,6 9'/a 3'/2 1 '/2 , 2'/,e 3/4. 2—, 20767 1870 2485 3095 , 3705 4Q10 I 3980 HD6A I 3/e 7 ga 61/8 3?/2 1 31/ 111/4 37/16 3/4 2146 7/8 2-7/ 27333 2275 2985 368514-4051"510,0 1 5510 HD8A 1/8 7 ga 6'/e 3'/2 31/4 143/4 31/,e '/4 2'/,e 718 _ 3-7/ 28667 3220 4350 5415 '6465 174650 1 7910 HD10A 3/s 7 ga 6'/e 31 31/ 18 3'/,6 3,/21/,e 7/8 4-1i 128667 3945 5540 6935 8310 1104251 9900 HD20A 3/8 i 3 ga 7 4 1 31/ 203/,4 3:A �1a 2'/,a 1 4-1 :512331 - — 1'1080 13380 HD15 38 3 ga 7 4 3'/z 24'/2 4'/4S/a 2'/a 1'/4 5 1 43750 — — — — 15305 3•-i' Min. ,fes c.,a F6• 645 . F''I�Ira. 1/2" by 10" A.B. @ 4' 0. C. r'' . �'•,'\ / ' -r• - ..✓ *' S.�„, T+.- �'7'i II��,� '�..- `�"��,`�;�' ) >/ r i 2 by Press. Treated Fir ! j �`r v ..w k''�: ;:7 'Y`/'� rl-�..� %'!` • 3. 4" Norm Colic. 1 i t '��+., _ 'T✓`- *r. ,� 6-6- 10 Mesh \ /p-�;.-Weep Skreed 4„ pea (,Tavel - JA -35 E! Side /' \ --Ar C.U.X.Y4Pty Min. ` ' f ' ` 1. Allowable loads are based on the lower of (a) the boll values in 4. H8 is the required minimum distance from the end of the stud to °1 -- (( / 2x 12 D.F. Y? Klin. x 3 HB accordance with the NDS, and (b) the ultimate bad on a steel the center of the first stud bolt hole. End distance may be increased test jig divided by 2.5. as necessar for installation. t U/o� . /%% 2. Albwable loads have been increased 3396 for wind or earthquake 5. HDI5 requires a minimum 6x6 nominal post. - �I q f ........ !reblock a' h,ax. oadin with no further increase allowed; reduce w ere other y hr' - g 6. Use a minimum 4x6 stud for the HD20A. ® Load durations govern. ( (�' /j�,{ ro -'—f .r slope Rise q 7. The anchor embedment and configuration must be specified. See fig' _ it � ro Equai n• 3. The wood member muse be Igsized for the sect/, n areorholes capacity al SST6 Anchor ^Dolts and Additional" ho Designs. --- -- / �// . j the critical net sedan, reducing the gross section area for Holes a• Max. Sp or other removed wood asspecified in the code. y� HD2A SSTff ANCHOR , - - Identification stamp BOLTS showing embedmentFi -, angle / I C1� l. , EMBEDMENT a LINE W LLJ Patent Pending o. SSTB SEI £CT10N TABLE I A \ -� (' ,yi i 1 o • O o. MODEL 4, 3x and 2.2x SILL PLATES N0. MONO POUR I TWO POUR HD2A -SSTB16 I SSTB20 HD5A SSTB20 SSTB24 HD6A SSTB28 SSTB34 H58A .SSTB28 SSTB34 HD10A ;SSTB28 I SSTB34 CIS %►� �� Dt\ Nj 1z' R X- 4 1Son Ca_ T _ cry t#" If Adobe r j iA11 - `jam - 3Ft17 all�.' 6„ N1i11. 12" Min: - Slab Perimeter Foundation 1 "=1'-0" Volall r- /'` ° •�, 4" Norn. Colic. ��' 11�/ s�j'ci Cad C4'I C°1t a 6 6 1U Mesh P'71 D. Fu W I ' qor Barrier L x 10" 4" Rrid Gravel A B @ LISP- 1/2" ISP- L /# 4 T & ° ti T� 11 T laK e MIN MAXIMUM ALLOWABLE TENSION LOAD (133) MODEL . ` t - bL x, _ n.`*.. c - J 6" IVllt 1. l r ••`4—"-Y %- 7.r� , T,-.�.'-,.r EMBED CONCRETE'-' CONCRETE BLOCK' ie EARTHQUAKE WIND EARTHQUAKiF WIND SSTB16 �; 17. 12 I 3890 4630 1 4085 ssTaTs (others similar)18" '� 21 '�X ,' -- - { IF 1r�>✓Ir �t nit>t r 4630 1 4085 - 1 l ai__� - r , To , all N1111. L /# 4 T & ° ti T� 11 T laK .....-.. �"' ---- '—`"C- f � I � Gi+ � "Gl�''r'� ir,.'.�J�J '''.-t'��•1 � • 4J1•� � �'''��'"IP 1^•,.C7'�' I� a, •"• � t ,� A . ` ('f- T j`� ✓rig (i+ �'�)o - `� 1 i st }`l S. 1111= 4 1, 4 �.,� �- 1� ..r__..-+,__--....,.—..—.. � �f�• �N,�•' / ! r •�l \�� ��C 9i J1 `/ 1 J/ � Ill •t�l I�r - ---_- - -- - f - - ►�`�= = G `s. er meter Slab Foundation/ t••V rte•{ '•�`� CJ "`+ }•/ �� P •' 1 I j•r l ,,,yrg1;P 7Y�,�,•✓+ �.a•;� 7 I 1 (" 7 a i 1 P •�y, �.� �"+' I P` ,s >;w, ` ri'J .. :.��\. \ (l/J ( f � Y��(r��I" �7I � � `J 'r-=- `Z \ �/-�/-''-? r� !..it's •P� � f'r /� / "� 7 'y aJ �TT� iii-{ �' ;,�-.r- � :, -- � i-•,,�,-1 /4 �~— �: j r 1 ),A rai oo J I / f(y. �/ I � wa �) Y -_�i / � �•`Y � I '� 'r/'i L+-r� `1 ,y 'Y�w.. � . I�� f 1 1/2" by 10" A.B. @ 4' O.C. 2 by Press. treated Fir J 4" glom. COnc. a�, ���-x`11 '�•--`�• ,` �` �--) i Weep Screed 6-6- 10 Mesh it 2" 'jand P.G. ; 4 4 /�,r• I —' A X - ____ %•�^� / `.� L"5.. --.i �� •� �o"_f�sg �-r_.�, � cont. ,i � IJ'�t SII 3" �y,Ip�. - y� � 6'� hrlin. r 11 It % I/ \, t .� �•� �Z � r w.•'� r' tti���''��r�syy•. - --�-- �%1 �rj�'fY'.,,�`''I�,�+ +s � t�+ __{`-_� y fI Slab Perimeter Foundation 1 "-1'-0" 1'yr ����y1./ I �+•.7 _T 1 i `\\\ V ! l� T�..J O ��ro 1rr' .IJ' ` �t 11 �f I et�—J1 .6 �•/""•NI �'+ _. - - ... vAuuSP+:tU�.-.ticiet9Ai,a,1YtRi'�K:vetatiiYry.3i+K:iielYP.iCt3:e•+v: { REVISIONS 13Y I= ,- ��iLrj ' Exterior Finish 3 4" Noma Conc. G.I. Flash 6-6- lU Mesh' 1 Wall Frame I( ll v 'x t A. @ !{c�° U.c — P : Sr airier A 13 4" Pea Gravel TS 9 @ Z�14 L ,.�� Roof Frame �� t�� A�r� cwi "�' - . �,. _. , �' �-T• - �T 12 a2 11 i Floor Frame, \ " t ` t r A (� •''7U! �;!';� Cir~'\ H j# 4 Corr' t- I�I _• qh I ���� i►` } IHI= - -<•a-'`1• -- ' • g'� , �1: I`�� jNr4 1��.,. ���tl..- jet - FIN l A 35 ° (zit -"rag:( _ - ��I �r ma'x� ;,i IID!•. r -- ;� ,1�° lady ��-! L 2 by ledger= Bearing Partition Slab Pouting 1"=1'-0" -� lel l t;;# � � •�` _ •... - _ .l� a6 Z F 'rajTa1`T I i r I I / r it �s ;.j�-r f, 4 _ ._. _. -- Zx 1N � I oma- . \ 1 1 • -..� 1 -rc;, "( ^1`� r-!�A3r SII �C�- 1, ''_ ' Y '- f. �,�-t „{ .> �t,� Q -- ___ -} (` J� %� I i C G' • L {s �r T, `a I . L i l- __ �i a� / /^ �O L K E n/ /% ✓ •,% ��,I G� `r�_,4-i1, I,I(� � � 1 J J 1, i rii^)� �y! f,X J `�'`- ---_____ t ✓ / I l.x I D i % `,� i'r ? = , ). V . > f. i tee; 6 - i `, a PIM •-5- ' �I \ w r Ell�9 .N 49585 •� 4 -90-00 i co 1AP, r r � � ,.i � �:�{ trrG�=���-. _ .� llti�-�,1� ,`',"� � �y �• 'ems It .AH 14 i�4e� I JA 1, 4 L I'l 47;. l I +,j - P i!� 1,,1 ` - ----------' •�'�'.1 C,, ��'-�! l,-. �i �� �.G•. ,r�C- < - `�'.�..,� rte../` 1''--•o � t- i� f _ ,( kF FL i \` aw. J i` I A isolated Pier. 1" 1'-0" (C.1 ✓~ ! -- // �i LC? it �' �rY ' t ;r�" , 1 I .-4" wtr�} .� `e ! S o DRAWN T I. cC HECKEP,,- DATE SCALE JOB NOr SHEET l r OF SHEETS MIN MAXIMUM ALLOWABLE TENSION LOAD (133) MODEL NO DIA L EMBED CONCRETE'-' CONCRETE BLOCK' ie EARTHQUAKE WIND EARTHQUAKiF WIND SSTB16 SA 17. 12 1 4420 3890 4630 1 4085 SSTB20 Sia 21 16 I 4600 4050 4630 1 4085 SSTB24 5/a 25 20 4600 4050 4630 4085 SSTB26'/e 29 24 10100---1-'-8890 — — SST834 r/a 1 34 28 10100 8890 — — SSTB36 '/a 1 36 1 28 F 10100 8890 — — .....-.. �"' ---- '—`"C- f � I � Gi+ � "Gl�''r'� ir,.'.�J�J '''.-t'��•1 � • 4J1•� � �'''��'"IP 1^•,.C7'�' I� a, •"• � t ,� A . ` ('f- T j`� ✓rig (i+ �'�)o - `� 1 i st }`l S. 1111= 4 1, 4 �.,� �- 1� ..r__..-+,__--....,.—..—.. � �f�• �N,�•' / ! r •�l \�� ��C 9i J1 `/ 1 J/ � Ill •t�l I�r - ---_- - -- - f - - ►�`�= = G `s. er meter Slab Foundation/ t••V rte•{ '•�`� CJ "`+ }•/ �� P •' 1 I j•r l ,,,yrg1;P 7Y�,�,•✓+ �.a•;� 7 I 1 (" 7 a i 1 P •�y, �.� �"+' I P` ,s >;w, ` ri'J .. :.��\. \ (l/J ( f � Y��(r��I" �7I � � `J 'r-=- `Z \ �/-�/-''-? r� !..it's •P� � f'r /� / "� 7 'y aJ �TT� iii-{ �' ;,�-.r- � :, -- � i-•,,�,-1 /4 �~— �: j r 1 ),A rai oo J I / f(y. �/ I � wa �) Y -_�i / � �•`Y � I '� 'r/'i L+-r� `1 ,y 'Y�w.. � . I�� f 1 1/2" by 10" A.B. @ 4' O.C. 2 by Press. treated Fir J 4" glom. COnc. a�, ���-x`11 '�•--`�• ,` �` �--) i Weep Screed 6-6- 10 Mesh it 2" 'jand P.G. ; 4 4 /�,r• I —' A X - ____ %•�^� / `.� L"5.. --.i �� •� �o"_f�sg �-r_.�, � cont. ,i � IJ'�t SII 3" �y,Ip�. - y� � 6'� hrlin. r 11 It % I/ \, t .� �•� �Z � r w.•'� r' tti���''��r�syy•. - --�-- �%1 �rj�'fY'.,,�`''I�,�+ +s � t�+ __{`-_� y fI Slab Perimeter Foundation 1 "-1'-0" 1'yr ����y1./ I �+•.7 _T 1 i `\\\ V ! l� T�..J O ��ro 1rr' .IJ' ` �t 11 �f I et�—J1 .6 �•/""•NI �'+ _. - - ... vAuuSP+:tU�.-.ticiet9Ai,a,1YtRi'�K:vetatiiYry.3i+K:iielYP.iCt3:e•+v: { REVISIONS 13Y I= ,- ��iLrj ' Exterior Finish 3 4" Noma Conc. G.I. Flash 6-6- lU Mesh' 1 Wall Frame I( ll v 'x t A. @ !{c�° U.c — P : Sr airier A 13 4" Pea Gravel TS 9 @ Z�14 L ,.�� Roof Frame �� t�� A�r� cwi "�' - . �,. _. , �' �-T• - �T 12 a2 11 i Floor Frame, \ " t ` t r A (� •''7U! �;!';� Cir~'\ H j# 4 Corr' t- I�I _• qh I ���� i►` } IHI= - -<•a-'`1• -- ' • g'� , �1: I`�� jNr4 1��.,. ���tl..- jet - FIN l A 35 ° (zit -"rag:( _ - ��I �r ma'x� ;,i IID!•. r -- ;� ,1�° lady ��-! L 2 by ledger= Bearing Partition Slab Pouting 1"=1'-0" -� lel l t;;# � � •�` _ •... - _ .l� a6 Z F 'rajTa1`T I i r I I / r it �s ;.j�-r f, 4 _ ._. _. -- Zx 1N � I oma- . \ 1 1 • -..� 1 -rc;, "( ^1`� r-!�A3r SII �C�- 1, ''_ ' Y '- f. �,�-t „{ .> �t,� Q -- ___ -} (` J� %� I i C G' • L {s �r T, `a I . L i l- __ �i a� / /^ �O L K E n/ /% ✓ •,% ��,I G� `r�_,4-i1, I,I(� � � 1 J J 1, i rii^)� �y! f,X J `�'`- ---_____ t ✓ / I l.x I D i % `,� i'r ? = , ). V . > f. i tee; 6 - i `, a PIM •-5- ' �I \ w r Ell�9 .N 49585 •� 4 -90-00 i co 1AP, r r � � ,.i � �:�{ trrG�=���-. _ .� llti�-�,1� ,`',"� � �y �• 'ems It .AH 14 i�4e� I JA 1, 4 L I'l 47;. l I +,j - P i!� 1,,1 ` - ----------' •�'�'.1 C,, ��'-�! l,-. �i �� �.G•. ,r�C- < - `�'.�..,� rte../` 1''--•o � t- i� f _ ,( kF FL i \` aw. J i` I A isolated Pier. 1" 1'-0" (C.1 ✓~ ! -- // �i LC? it �' �rY ' t ;r�" , 1 I .-4" wtr�} .� `e ! S o DRAWN T I. cC HECKEP,,- DATE SCALE JOB NOr SHEET l r OF SHEETS tiT" !�1 poi U f �� ---tl- ► Pte.I~ir� 1 Xro 9 I .a �9 T1 tvr, lid( %itlP4lr{ rl5 Off iR ti 1 ri V14 bits 1 �c rA tk DRAWN T_ T -. CHECKED D AT E/� � :SCALE j! JOE NO. :-SHEET OF SHEETS