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HomeMy WebLinkAbout10149583.pdfIIaIAIAAIAIA�A ■Ai _ _ _ __ _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page ll of,3) CF-IR • � �^`a`s�� � �� '� Gar 46•a ,l+�." e< . Project Title Date 1 ff f r �Project Address q Building Permit tt (�d��°*. Documentation Author TelephonPlan Check lDate e pq C K iq• - E D t� Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement gency Use Only GENERAL INFORMATION Total"Conditioned Floor Area =ft- Average Ceiling Height: ' ft Conditioned Slab Floor Area ft Building Type: ingee Family Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: North / South ( East! egest All Orientations (input front orientation in recs from True North and circle one) Number of Stories 1 Number of Dwelling Units: t Floor Construction Type: Slabtftaised Floor Circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal yes no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood stl = steel Cavity insulation R-Value Sheathing Insulation R-Value Total R- Value, Assembly U-Factort Location/Comments (attic, garage, typical, etc.) Wall JAI D 't` 1 Gf4L_ Wall Roof vi Q ' CE1 U 0 Roof Floor W i? Floor Slab Ede CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Pap 2 of 3) CF-1R CERTIFICATE OF COMPLIANCE: RESEDENTIAL (Page 3 of 3) CF-1R ✓ %�("i!`:�, �'f"��i�" J �4���`id' 9 f"'` �• 4r°1C�� 1sa,✓'�. `�' " /4 f t�'�7y �f ! F'�i,.^ .� I I ""Gf',.��. Project Title Date raject Title Date HVAC SYSTEMS Note: Input hydivilic or combined hydronic data under Water Heating Systems, except Design Healing Load. CUM" CE STATEMENT Distribution Heating Equipment Minimum Type and Duct or Beat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration This certificate �andf liance lists the building features and performance specifications nee to comply with numn. etc.) (AFUE or HSPF) (ducts, attic, etc.) R-value Type (split or package) Title 24 Parts 1 the California Code of Regulations and the administrative re lions to implement Cooling F,quipment Minimum Duct Type (air conditioner, Efficiency Location them. Tiiis certificate h een signed by the individual with overall design respons' • ity. When this certificate of compliance is submitted a single building plan to be built in multiple orb ' ions, any shading feature that Heat Pump is varied is indicated in the Spe ' l FeatureslRemarks section. The undersi recognize that compliance using Thermostat Configuration duct sealing and TXVs requires insUkIer testing and certification and fie, eriffcation by an approved HERS !me (split or package) rater. 1` El . Sealed Ducts (all climate zones) (Installer testing and certification and S rater field verification required) TXVs or Commissigpy pproved equivalent, readily accessible (climate zones2 and 8-15 only) (Installer testing unification and HERS Rater or field verification required) ; OR Alternative to Sealed Ducts and TXVs (see Package C or'D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SFF:R. Heating'. D esigner or ®weer (per Business and Professions Name: /�/ Title/Firm: _ % l ka16'.L/ �.�� Address: nuj Telephone. 4��) • Lic t Enforcement Agency • WATER HEATING SYSTEMS � Name: Energy, External Forprascripfive compliance, Total R-Value send Ass mb . ctor are noto% wired far a wood-fr ed wall t at meets eavi R-value Rated!, fiaiik Factor or Tank insulation requirements for the Prescriptive Package Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Title: Type Type in System or&/hr alions Efficienc Loss % R-Value Agency: FENESTRATION E «"• _._._. ..._ 1'} ShadinLy Devices Telephone: Fenestration #€1Ty etPos, Orietl- tation Area fax Fenestration U-Fact ,,fenestration SHGC Exterior ShadingAtt, Overhangs/ Fins Front Front Left, eri) s d Left Rear Rear Right y€ Right ' Skylight Skylight MANDATORY MEASURES CHECKLIST: RESIDENTIAL (page 'of 2) MY-IR 1,lote: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance, When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the document's or on this checklist only. Instructions: Check or initial applicable boxes when completed or -enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEME Buil g Envelope Measures: * §150(a . Minimum P-19 ceiling insulation. !% §150(b): cost: fill insulation manufacturer's label-:d R-Value. * §150(c): imuntR-13 wall insulation in timod i'ram�:d wails or equivalent U-Factor in metal frame waits does not ss lY to exterior moss walls). * §150(d): Minis um R-13 raised floor insulation in framed floors. ell § 150(1) : Slab ed insulation - water absorption rate no greater than 03%. water vapor transmission rate no rester than 2.4 munch. § t I8: tnsulation spa 'tied or installcd meets insulation quality standards. indicate type and form. §116.17: Fenestration oducls, Extcriorrloors, and infiitratioh/1301tration Controls t. iToors yell windotvs twccn conditioned and micnnditiuncd spaces designed to limit air Leakage. 2. Fenostmtiun products ( copt fichd-fabricated) have label with cerlitied U-Factor, certified Solar Heat Gain Coefficient (SHGC and intiltmtion certification. 3. rixterior doors and windov weatiaerstrhpped; all joints and penetrations caulked and seated. §150(g): Vapor barriers mandato in Climate Zones 14 and 16 only. "^^ §t50{f}; Special infiltration harrier h Titled to comply with § 151 meets Commission quality standards. r/ 4150(e): 'Installation of Fireplaces, Doc rarive Gas Appliances and Gas Logs. 1. Masonry and factory -built firepl,t h it. Closeable metal or glass door b. Outside air intake with damper an# \allowed. c. Fine damper and control f: ? 2. No continuous burning gas pilot lights Space Conditioning, Water Heating and Plu ing System Measures:` § 110-§ 113: HVAC. equipment, water heaters, showerhu;ads hand faucets certified by the Coimniwan• r✓ § I50(h): Heating and/or cooling loads calculated in accordan with ASH RAE, SMACNA or ACCA..sf' ✓ §150(i): Setback thermostat on nil applicable heating and/or coo 'na systems. � §1500). Pipe and tank hisidation w i. Storage gas water heaters rated with ail Energy'Factoi Less than 0.58 must be'extematly'vvtapped wath ' insulation having an 'installed thermal resistanrtc of R 12 or greater. rr'r 2. First-5 tcct of pipes closest to water beater tank, non -recirculating sy ms; insulated (R•4?`or greater), 3. Backup tanks for solar system, unfired storage tanks, ai other indirect 1 t tvaier Tataks aye R-l2 external insulation or R-E6 combined interuattcxternal insulation. 4. All buried or exposed piping insulated in recirculatirg.sactions of. hot watt systenasii; 5. Cooling -system piping below 55° F insulated: 6. Piping insulated between heating source and indirect hot water tank. Space Conditioning, Water Heating and PIumbing System Mc sul-: (continued) • §150(m): Docts and Fans 1. All ducts and plenums installed, seated and insulated to meet the requiremeni`uf the 1999 C C Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level oek-4 2 or enclose ntirciy in conditioned space. openings shall be seated with mastic, tape, aerosol scatint, or other duct-cl ure system that meets the applicable requirements of UL i 8I, UL i 8I A, or UL 18t0k 1f mastic nr tape is used to seal t! openings greater than 1t4 inch, the combination of mastic and either n�sh or tape shall be used. 9ttilding cavities shalt not be used for conveying conditioned air. Joints and sums of duct systems and th ' components shall not be scaled %vith cloth back rubber adhesivetruet tapes unless such tape is. din combinatiou with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plelpiuns defined or constructed with itun ais other than sealed sheet metal, duct board or flex ible duck shill not be used for conveying conditioned\ air. Building cavities and support platfmrns may contain di'(ets. Ducts installed in cavities and support platforms shall tint lie compressed to cause reductions in #tie cross -sectional area of the ducts. � 3. Joints and scams of duct systems and their compryncuts hall not be seated with cloth back rubber adhesive duct tapes unless such tape is used in combit7ration with mastic and drawbands. .A. Exhaust fan systems have back draft or aummatie d'overs. 5, Gravity ventilating systems serving conditioned sa cc have either automatic or readily ac essible, �, manually operated dampers. 6. Protection of Insulation, lusulafion shall be prot'ectcd from damage, including that due to sunlight, moisture, equipment maintenance, and wind 116t not limited to the following: Insulation exposed to l weather shalt be suitable for outdoor servica -g., protected by atuminum, sheet metal, painted canvas, that is or plastic cover. Cellular foam insulation Oall be protected as above or painted with a coating water retardant and provides shieldingfro` solar radiation that can cause de radutiun orihe material, §115: (3as'fired teat?al fornaces, pool heatprds, spa heaters or household cooking applitinces have no 1/ continuous) burningslot light. (Exec iJ n: Non-clectricni cookie appliances with pilot < 150 Stu/hr) 4118 (f): Coo! Roof material meet speci�fhed criteria ✓ rk )sighting Measures: §150(k)l.: Lumianires for genertl lighting in kitchens shalt have lamps with an efficacy of40lumcnstwatt or greater for general lighting i�itchcns, This general lighting shalt be controlled by a switch on u t - dily accessible li brie control atl�i at an entrance to the kitchen. §150(k)2.: Rooms with a sho)Ver or bathtub must have eitherat least one luminaire with Eamps.with all efficacy of 40 lumens/wattjur greater switched at the entrance to the room or one of the alternatives to this requirement allowed fit §ta50(k)2.; and incandescent recessed ceiling fixtures arc 1C (insulution cower) approved. Compliance Forms August 2001 A-6 I . For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy " Factor. For large gas storage water heaters (rated input of greater than 75,000 Btuthr), list Rated Input, Recovery Efficiency and Standby Loss, For insinmancous gas water !eaters, list rated input and recovery efficiencies. ) (signature / stamp) (date) SPECIAL FEATURES (add extra sheets ifnecessam,), Package C and D: TXVs or Commission approved equivaleint,-Sealed Ducts, Radiant" Barriers (see installation requirements for radiant barriers in Section s.13 of the 1999':'Residential Manual), Package C: the tidal mass (,thermal mass type, covering, thickness, and description). T� Radiant barrier, as re uiriid b C4!' fornia Title 24, to be Techshield Laminated Sheeting by Lot'isianal*Pacific (or equal) Doculmentataon Author Name: ,rJ Tit irm: o`eL grrma 1 ll f Address: �'���,�: Telephone: JI_-�= 4 7 (' nomre) (date) GLAZING ,-11110 20�/0 of dition / sq ft Removed sq ft Removed sq ft TOTAL ALL ABLE sq ft As6esigned sq install pie Contractor shall post Insulation Certificate (IC-1)Jn-ei conspicuous location or keep w/ plans and made : available to the inspector. Contractor shall provide .copies of CFA R, MF-1 R, and IC-1 "forms to the bldg. owners Compliance Forms August 2001. A-4 MINIMUM. VIMUM• GO VSTr6U /Tli✓N REaUIREMEN1 S A/C AIR CONDITIONING ALUM ALUMINUM FOUNDATION & UNDERFLOOR AVG BL Ic AVERAGE BLOCK Concrete Strength: Concrete for footings must have a min. compressive strength of 2500 psi at 28 days, UNLESS NOTED C C € CAST IRON OTHERWISE ON THESE PLANS, and composed of 1 part cement, 2-1/2 parts sand, 3-1/2 parts of 3/4" max. size rock with not more C CIRCUITTER than 7 gallons of water per sack of cement. Cement shall conform to ASTM-C-150. CL CENTERLINE Wood and Earth Separation: Foundations supporting wood must extend at least 6" above the adjacent finish grade. Provide 18" of CO CLOSET clearance under wood joists and 12" clearance under wood girders which are not pressure treated. C NC CONCRETE Concrete Slabs: Slabs on grade must be at least 4' thick. CEONT CONTINUOUS Treated Wood: All foundation plates or sills and sleepers on concrete or masonry which is in direct contact with earth must be DBLE DETAIL pressure treated wood or foundation grade redwood. Wood joists closer than 18", or wood girders or supports closer than 12" to the DET DETAIL ground, must be pressure treated. D DIAMETER Anchor Bolts &Footings Sills: All sills must have full bearing on the footing wall or slab and must be bolted to the foundation with Dim DIMENSION 5I8" nominal diameter steels bolts, with 2" square x 3116" plate washers, embedded at least 7" into this concrete or reinforced DN D OWN masonry or 15" into unreinforced grouted masonry. Bolts must be spaced not to exceed 6' on center. There must be 2 bolts per piece DW DRYWALL with bolts not over 12" from cut end of sills. E) ENG Underfloor Vents: underfloor areas must be ventilated by openings in foundation walls. Wail openings must have a net area of not EACH less than 1 sq ft for each 150 sq ft of underfloor area. Openings must be arranged to provide cross ventilation and must be covered E with corrosion resistant wire mesh with Openings of 1/4" dimension. ELEV EW ELEVATION EACH WAY Underfloor Access: Underfloor areas must be provided with an unobstructed crawl hole not less than 18" x 24". Openings must be effectively screened or covered. ExT FIN EXTERIOR FINISH REINFORCING STEEL Reinforcing bars and embedded items shall be well secured in position prior to concrete placement GA GALV GAUGE GALVANIZED Reinforcing steel shall be deformed steel conforming to ASTM A-615 grade 40. Deformations shall be in accordance with ASTM A- GFCI,GFiC GROUND FAULT 305. Bars shall be clean of grease, rust, or other material likely to impair bond. Bends shall be made cold. INTERRUPT Minimum cover for cast in place concrete shall be: GYP BRD GYPSUM BOARD a. poured against earth 3" b. poured against form below grade 2" HB HOSE BIBB c. formed slabs 3/4" d. slabs on grade (from top of slab) 1" HC HOLLOW CORE e. column & beam main bars 1-1/2" How HARDWARE All reinforcing steel laps & splices to be as indicated on the plans. Where not specifically indicated, they shall be well staggered. HERIZ HORIZONTAL HT HEIGHT WOOD FRAMING ICBO INT'L CONFERENCE OF Lumber: All joists, rafters, beams, and posts 2" to 4" thick must be No. 2 Grade Douglas Fir -Larch or better, All posts and beams BUILDING OFFICIALS thicker than T must be No. 1 Grade Douglas Fir -Larch or better, unless noted otherwise. (see STUDS for stud requirements) Plywood: Shall conform to the U.S. Product Standard PS-1-74 CDX with exterior glue and is to be stamped by fabricator. iNS INSULATION Wall Bracing: Every exterior wood stud wall and main cross partitions must be braced at each end and at least every 25' in length INT INTERIOR with 1x4 diagonal Simpson (or equal) wall braces. LAm LAMINATED Lateral Support: Floor joists and rafters more than 10" in depth and spanning more than 8' must be supported laterally by bridging or MAX MAXIMUM solid blocking at intervals not exceeding 8'. MIN MINIMUM Blocking: Provide blocking at ends, at supports of floor joists, and for rafters at exterior walls. N) NEW Roof Blocking: Provide 2" full depth solid blocking at ridge line and at exterior walls on trussed roof. NA NOT APPLICABLE Double Joists: Floor joists must be doubled under bearing partitions running parallel with the joists. NAT NATURAL Rafter Purlin Braces: Purlin braces shall be not less than 45 degrees to the horizontal. NOM NOMINAL Rafter Ties: Rafter Ties must be spaced not more than 4' on center where rafters and ceiling joists are not parallel, N R NOT REQUIRED Clearance• Provide 1/2" min clearance between top plate of interior non -bearing partitions and bottom chord of trusses. NT$ NET To SCALE E'"'p� ✓,`�i, Sys' fi S >i C x°�`=.>.. ?.,.a'U 4 Ga E 4;?r ° .,..a` 32:.e'' M..x•:. , 4 .:. ,..� ..J ':: r, >`"I4� ._., . > =r.. rigg vai,C'„°.,f'�.�", €'' '..�,,,, n f mat � � z 'c>,a�1'`�, � 8 � f t 6 i" F: i &tr =°t in lob qa "� i &ta e.i s.>,) t� ` x x '�(" of P .vim ..�L>••tU �„ Yre§ 1 City f _ , '( At a. c s4 t� i i fit a Pie i �s o Y c' pl _ t and < x SHALL NOT l ro i i tit `, Ai ti.w Slat;; w. Accepted r ^ l lg�d � pp i a <� SAN t j tIssued w-. 4�litE Y g " CRIRI3` DNG 4' r r 5<l i 4 mw�.r+mmur.aw>.nuw✓v.•m'e�r.� 1' .w 'CODE21 ,tNO 4 R'4J�t"i,.,r4�d3..... i .3 NO REsir ,. yrrra�l�+�-5 ftANN/rr ' To Plate: Provide double top plate with min. 48" overlap splice nailed together with a min. of 8-16d common nails per splice. Top OC ON CENTER �p p JFireB aks shall occur over a stud or post. PG PAINT GRADE : Nailing shall be in compliance with UBC Table 23-116-1. P I PANEL INDEX f 9 P cks: Fire blocks must be provided for walls, ceilings, floor levels & concealed spaces at 10' on center horizontally. REAAR REINFORCING BAR _. , ...... ;%In one and two story buildings, ,studs for exterior walls and interior bearing walls must be not -less than 2x4 at 16" on center. REF REFRIGERATOR LEGAL DE 7cwwTIQN DD - /& 2• r interior non -bearing partitions may be 2x3 at 16" on center. Studs 2" to 4" thick, 2" to 4" wide and not more than 8' long must REV REVISION grade' Douglas Fir -Larch or better when supporting not more than one floor and a roof. Studs far bearing walls must not RO ROUGH OPENING, y-2- uA) 4), , � � >�i�a A-t t TYPE . OF GON5TPUCTIG7N ' in height. SC SOLID CORE __.. y� of studs in bearing/non-bearing partitions shall not exceed 25e/o/40% of the width. Bored holes in studs in bearing/non- $EC SECTIONartitions sh. all not exceed 40% / 60% of the width „ $EP SEPARATE 5'OGGUPANGY 1es may not be located nearer than 5/8 to the edge of the stud and made not be located in the same sect€on as a cut or SG - STAIN GRADE Abper Sections 2326.11.09 and 2326.11.10) $PICA SPECiFJCATIONS y�it_.. LoTrze �j$Q FT SQUARL FEETIr;� ! 5DO AND WEATHERPROOFING TYP TYPICAL oo, . I Ing: All wood siding must be placed over an approved weather resistant barrier. T & B TOP AND BOTTOM F...xf9TIN0 k` ' round Opening: Every opening in any exterior wall must be flashed with sheet metal or waterproof building paper. UBC' UNIFORM BUILDING it dv ring: Mineral surfaced built up roofing must not be installed on roof having a pitch greater than 3 inches to 12 inches. The CODE following '( a min. pitches: Composition shingles, min. 2 inches in 12 inches; wood shingles, min. 3 inches in 12 inches; wood shakes, UNO UNLESS NOTED Tibbal Engineering EX15TiNG I�€ cs €n 12 inches; roofing tile, min 2-1/2 inches in 12 inches; clay or concrete roofing, 2-1/2 inches in 12 inches. Wood OTHERWISE , wood shakes must be pressure impregnated with chemicals to obtain a Class A rating. V VOLT M.K. Ibrahim #� 4223 ExtSTlnl� taAPv4raEiAf2EA VERT VERTICAL Weep Scred: A weep screed must be provided at the foundation plate line for all weather exposed exterior stud wails finished on the wl WROUGHT IRON 3 p exterior wit stucco. Weep screed shall be 2" above concrete or 6" above natural grade. WP WATER PROOF PczOPO-SED r Grade D paper shall be Stucco: Tara layers of p applied over all wood sheathing. PO Box 16994 M A:�/�ATiC Irvine, CA 92623 PIPnSED ' Drainage: All surface wafer shall drain away from building, and shall drain towards the street. Attic Access: Attic areas over 30" high must be accessible by an opening not less than 22" x 30". With a furnace in the attic, the opening must be not less than 30" x 30" Hallways & Corridors: All hallways & corridors shall not be less than T-O" clear. Ceiling Height: Min, ceiling height for hallways,corridors, bathrooms, and laundry rooms shall be 7'-U' Attic Ventilation: 1 square foot of ventilation shall be provided for every 150 sq. ft. of attic, of which a minimum of 30% of the ventilation shall be in the upper -third of the attic, Vaulted ceilings require venting at each rafter bay. Shower Enclosures: Shower walls must be finished to a height of 70" above the drain inlet with a smooth, hard, non absorbent surface. All glass enclosures at tub or shower shall be of tempered safety glass. Glazing: Glazing within a 24" arc of either vertical edge of a door in closed position and less than 60" above a walking surface shall be safety glazing. Electric: All convenience outlets in a bathroom, at a kitchen counter within 6' of the sink, outdoors, and in garages (except for laundry and similar equipment) shall be GFI protected. Mechanical fans shall be capable of 5 air changes per hour for bathrooms and laundry rooms. Plumbing: Toilets to be 1.6 gallon/flush. Showerheads shall be 2.5 gal/min and faucets shall be 2.2 gal/min, Shower valves & tub valves shall be pressure -balanced. Smoke Detectors: Detectors shall be installed, one on each level, in each sleeping room, and in areas leading to sleeping rooms. An audible alarm shall sound from the detectors. Detectors shall be hard wired with battery back-up. In existing areas, battery operated detectors may be used. -283-2553 TOTAL. LOT COVERAGE % `t TOTAL. GOVF-RAGE °/a GENERAL NOTES Written dimensions shall take precedence over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the attention of A & R Plans prior to commencement of work. ---..:.:....... _........... ... . Contractor to verifyall field conditions and site measurements shown on these plans, A & R Plans shall be notified Plans by: .immediately of any discrepancy or area of confusion. prepared In case of conflict, notes and specifications on details and drawings shall take precedence over the General Notes or Minimum Construction Requirements and over standard details. Where no construction details are shown, details shall be A R Pans the same as for other similar work. All new plumbing shall be in compliance with the latest applicable codes and ordinances:, Electrical work shall be installed as per the i a*+ t? W Electrical Code and the taiesF � p �' �f?, ,Building Code. 857 P,ette Drive Y All requirements of the Title 24 Energy Code shall be incorporated into construction, as mandated by the attached CF1-R Corona, CA 92881 FAX 951-520-1264 and Mandatory Measures forms. 951-520-1229 60/.16,460 ainage to slope eet, min 1 % ,lope, 5' from addition 774 &e "uj/F"? im All work to conform to the 2001 California Building, Energy, Security, Plumbing, Electrical, and Mechanical Codes 706 N Tustin Orange 92867 714-288-1314 GU i �r-E6 /w ,ems ... . SCALE: APPROVED BY: DRAWN BY DATE: -7144 " r - f 1 REVISED DRAWING NUMBER A'f Two layers of Grade D paper under stucco applied over wo sheathing (shear walls), Attic Ventllatlon:-42-� sq ft/1 50 sq. ft. required, Provide gable end vents ;z sq ft Provide eave vents = sq ft Provide dormer vents = sq ft Total Provided sq. ft. *-Vent all bays at vaulted ceilings, 2" dia. holes, screened. Provide 3 holes at each bay. Underfloor Ventilation: 4i4sq ft/ 150 = 2, f) sq ft req'd Provide 5 foundation vents sq ft Provide 18" x 24" screened crawl hole = 3 sq ft Total Provided sq ft. q a Z1 Weep screed, mjhJ 2" from I - Wat f er h-eaterVall be strapped to wood min6 for rom natural grade paved grade or 6" v seismic protection, top and bottom. Door to 100 sq'. -inches of vent, from both top & bottom of door. ­7 . ....... 7 7777777777 "1 j A lie 'WOOD 3 'H 3" e1li SMOKE DETECTORS 0 battery Cl wired ELECTRIC NOTES A smoke detector shall be installed on each in level, in each GFIC outlets are required in bathrooms, attached garages sleeping room, and in areas loading to sleeping rooms. outdoors, and kitchens. Exterior outlets to be water -proof garages, An alarm shall sound from the detectors to, be audible in all All branch circuits that supply 125v single-phase 15 & 20 amp sleeping areas. Detectors shall be hard -wired with battery back-. receptacle, outlets in bedrooms shall be protected by an up. In existing areas, battery -operated detectors may be used. are fault interrupter. Receptacle outlets shall be spaced in all,habitable rooms so EGRESS WINDOWS that no point is more than 6-0" from an outlet. Included are Bedrooms shall have one egress window with opening any space wider than 24", Inc. railings,free-standing walls,etc. min. 20" wide and min. 24" tall, min. total size 6.7 sq ft. Bathroom receptacle outlets shall be supplied by a min. Sill shall be no higher than 44" from finished floor of (1) 20 amp circuit. Such circuit shall have no, other outlets. Bathroom lighting to be fluorescent (non -interchangeable) & kitchen main lighting to be fluorescent. Light fixtures above tub & shower to be enclosed, gasketed & GFIC. Also to be moisture proof & rated for damp locations.*' Electric range requires a min. of,40 amp wire (#8 copper) Disposal cord to be more than 18" long but, not longer than 36" PLUMBING NOTES Toilets to be 1.6 gallon/flush. Showerheads,to be 2.5 gallminute All tub & shower valves to be,pressure-balanced or use thermostatic mixing valves.Max. temperature of 120 degrees., Hose bibs to be protected With non removable backflow device. Any plumbing drainpipe or vent pipe cut through stud wall shall be 2x6 stud wall, or (2) 2x4 stud walls- with plywood shear panel on non plumbing wall Wails in showers & tubs to be cement plaster, tile, or.,equal to 70" above the drain, Enclosures to be Isafety,tempered glass, ,1.4" diameter, smooth metal inside length, terminate w/ backdraft screens WALL LEGEND New Existing Removed - Sealed ®�R Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE _ Erika Clark Residence Addition & Alterations 7/13/2005 SYSTEM NAME v---- ~v-^- y FLOOR AREA HVAC Loads -a Addition___ 424 ENGINEERING CHECKS IFSYSTEM LOAD O Note: values above given at ARI conditions _ F- EATING SYSTEM PSYCHROMETRIC 33.0OF 70.OoF Outside Air 0 cfm Number of Systems Heating System _ Output per System Total Output (Btuh)� Output (Btuhtsgft) + __J Cooling System Output per System Total Output (Stub) Total Output (Tons) Total Output (Stuhlsgft) Total Output (sgfttTon) Air System CFM per System Airflow (cfrm) Airflow (cfmisgft) Airflow (cfmlTon) Outside Air (0/6)Outside Air (cfrtftsgft) COIL COOLING PEAK I COIL HTG. PEA CFM Sensibi Latent CFM Sensible Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 2 7,016 119 145 6,240 0 351 312 0 1 0 ---- p 0 312 7718�19 �6 I Total Adjusted System Outpu (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 J In 12am 110.00F CO Heating Coll Q A 70.0 of Return Air Ducts co >G LU 90.2 / 69.5 OF 78.0 /61.90F 55.0! 53.5 of Outside Air 0 elm Cooling Coil 78.0 / 62.1 °F Supply Air Ducts 110.0 of �Rt3C)MS� 70.0 of Supply Air Ducts 55.0 / 53.6 of 40.6% R.H. LROOMS 78.0162.1OF Return Air Ducts EneravPro 3.1 -Bv EnemvSoft - - User Number. 4749 -- - - Job Number. 02422 E+A - -'i- Paga:19 of 21 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY _J PROJECT NAME DATE __ __ Erika Clark Residence Addition & Alteration 7/13/2005 SYSTEM NAME `---_ _.- ._ _ _ FLOOR AREA HVAC Existing +Alter Loads 900 ENGINEERING CHECKS IISYSTFM L®An Number of Systems Heating System Output per System Total Output (Stuh) Output(Stuhlscift) Cooling System Output per System Total Output (Bltuh) Total Output (Tons) I Total Output (Btuh/sgft) Total Output (sgftrron) Air,-_ystem _ CFM per System Airflow (cfm) Airflow (cfmisgft) Airflow (cfairr6n) Outside Air (%) - Outside Air (cfmisgft) i_CFM I Sensible Latent I I CFM Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts 16,979 71 630 27,08 0 849 �1,354 0 0 0 �0 _ 0 v 0 0 I 1,354 849 TOTAL SYSTEM LOAD- 18,677 _ LL712� zs 79i3 Total Adjusted System Outpu (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAKJan!2r?l Note: values above given at ARl conditions I EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peale 33.0OF 70.00F 110.OoF Supply Air Ducts Outside Air 0 cfm Heating Coil 110.001" CRtOMS 70.0 of 70.0 aF Return Air Ducts 90.2/69.5OF 78.0/61.9aF 65.0/53.5OF Outside Aar 0 cfm Gaoling Coil 78.0! 62.1 of Return Air Ducts EnergvPro 3.1 By EnemvSoft _ User Number. 4749 Job Number 02422 E+A Supply Air Ducts 65.0 / 53.5 of 40.6% R.H. ROOMS 78.0l62.1OF i� U �J ROOM LOAD SUMMARY PROJECT NAME Erika Clark Residence Addition & Alteration DATE _ �_. SYSTEM NAME HVAC Existing_ ± Alter Loads _7/13/2005 FLOOR AREA- 900 R OM LOAD SUMMARY Room COOLING PEAK _ - COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mutt. CFM SENSIBL LATENT CFM SENStBt LATENT CFM SENSIBLE 1st Floor Exisfin 1st Floor Existing 1 686 16,979 712 686 16,979 712 630 27,089 k v PAGE TOTAL 686r 16,979 712 27,089 TOTAL 1 6861 16,979� 712 1 27,089 C EnergyPro3.1 By EnergySoft User Number4749 Job Number02422 E+A ' Page20 of 21 1 ROOM LOAD SUMMARY PROJECT NAME DATE--� Erika Clark Residence Addition & Alteration 7/13/2005 SYSTEM NAME _--- FLOOR AREA - HVAC Loads 0 Addition 424 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SEN 1B LATE T CFM SENSIBL LAT CFM SENSIBLE New Addition New Addition 1 284 7,C16 197 284 7,016 197 145 6,240 _ I 1 PAGE TOTAL 284 _ 7A16 - - -197 ❑ 145 6,240 TOTAL 284 7,016 - 197 145 6,2401 of 21 EnergyPro3.1 By EnergySaft User Number.4749 Job Number02422 E+A Page21 of 21 1 ROOM LOADS ADDITION I NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. when this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures--____..��__-__ ®* 1501 Minimum R-19 calling insulation. 150(b): Loose fill insulation manufacturer's labeled R-Value. 150(c): Minimum R-13 wall Insulation in wood framed walls or equivalent U-value in metal frame walls (does 1XI* not apply to exterior mass walls). * 150(dy Minimum R-13 raised floor insulation in framed floors or equivalent - 150(ly Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no L❑ greater than 2.0 permffnch. X118: insulation specified or installed meets insulation quality standards. Indicate type and form. ® 116-17: Fenestration Products, Exterior Doors and Infittration/Extiltration Controls 1. Doors and windows between oondifioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with carded U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ 150(gy Vapor barriers mandatory in Climate Zones 14 and 16 only. '❑ - 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating andior cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(t): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe and Tank Insulation - 1. Storage gas water heaters rated with an Energy Factor less than 0.68 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non-rec ircumng systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R 16 combined intemallextemai insulation. 4. Ail buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between healing source and indirect hot water tank. Energyprol By EnergySoft User Number.-4749 Job Number02422 E+A Pa e6 of 21 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shalt be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA If not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) ®* 150(m). Ducts and Fans 1. All duds and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC, Sections 601, 603,604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other dud-dosure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 Inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of dud systems and their components shall not be sealed with cloth back rubber adhesive dud tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support ptatfomrs for air handlers, and plenums defined or constructed with materials other than seated sheet metal, dud board or flexible dud shall not be used for conveying conditioned air. Building cavities and support platforms may contain duds. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of dud systems and their components shall not be sealed with cloth back rubber adhesive dud tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitheroutomatic or readily accessible, manually operated dampers. 6. Protection of insulation. insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 114. Pod and Spa Heating Systems and Equipment 1. Certified with 78%thermal efficiency, oni switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at (east 38" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between fitter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. o115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btuthr) ( ----,continuously I 118 (f): Coot Roof material meet specified criteria - - -- - - Lighting Measures ® 160(k)l: Luminaires for general lighting in kitchens shah have lamps with an efficacy 40 lumens/wait or greater for general lighting In kitchens. This general lighting shalt be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. lk150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of - 40 lumens/waft or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling futures are IC (insulation cover) approved. 3.1 By EnergySoft User Number. 4749 Job Number 02419-E+A Page:? of 21 ANDATOY MEAUR Certificate of Compliance: Residential (Part 1 of 2) CF-1 R Erika Clark Residence Addition & Alteration 7113/2005 Project Title Date 19 55 Poinsettia Santa Ana `__-- Project Address Building Permit If Energy Impacts ( 714 871-8197 Plan Check / Date Documentation Author Telephone Computer Performance _ 8 Field Checks Date Compliance Method {Package or Computer Climate Zone Enforcement Agenc Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1 a24 e Average Ceiling Height_._ 8,Q It Total Conditioned Slab Area: 0 ft2 Building Type: (check one or mare) Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ® Existing Plus Addition Front Orientation• (West) 270 deg Floor Construction Type: ❑ Slab Floor Number of Dwelling Units: 1.00 Number of Stories; 1 ® Raised Floor Component Tvlae Frame Type Assembly U-Value Location/Comments (attic, garage, typical, etc.) Default Floor Prior To 1991 Wood 0.098 Exterior Floor i Over Crawlspace (wiR-6 Credit) Default Wall Prior to 1978 _ Wood 0.385 Exterior wall v Solid Wood Door None 0.387 Exterior Door Default Roof Prior to 1978 Wood 0.047 Exterior Roof R-13 Floor (F.13.24.16) Wood 0.046 Exterior Floor / Over Crawispace (wiR-6 Credit) R-13 Wall (W.13.2x4.161� Woad 0.088 Exterior Walt R-19 Roof (R. 1 9.2x8.16) Wood 0.051 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF r SLIGQ Shading Yes / NO Yes / No Front .( V-a-a0 _ 69 W00 0.65 _ ___ eug Screen ❑ [x ❑ Left North 5CO 0.60 0.65 Bug Screen ❑ FX1 ❑ X❑ Rear (East) 52.5 0.60 0.65 Bua Screen ❑ X❑ ❑nX Right (south) 42 0 0.60 0.65 Bun Screen El ❑ X ❑❑ El El ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ El El 1-1 El ❑ ❑ ❑ ❑ Run Initiation Time: 07113 0 18:04:29 Run Code: 1121303069 Ena ro3.1 Py gngirgySoft User Number:4749 Job Number02422 E+A Page3 of 21 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R Erika Clark Residence Addition & Alteration 7/13/2005 Project Title Date HVAC SYSTEMS Note: input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Pi in Thermostat Location / PUMP, etc.) (AFUE/HSPFXducts, attic, etch R-Value Type Comments Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments REF; MF-1 R SECTION 160 h-i WATER HEATING SYSTEMS Rated 1 Tank Energy Fact 1 External Water Heater Water Heater Distribution # in Input Cap. Or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (°07.) R-Value - Standard C�_gaLor_Low xmakfS,as Standard 3- _40= ___ 5Q _0_52___ n/a __2- 1 For small gas storage (rated inputs of toss than or equal to 76,000 Stull atell resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS Addition - Fenestration CEG Dirfat U-Factor--<0.600 SHGC =<0.650 alteration to existing envelope similar. HVA Loads ref, -1 h-1 Title 24 Part 6 Sec 10-103 certification - enforcement. CBC 310.11 COMPLIANCE STATEMENT Ris nergy GREEN BUtI DING L3ESIGN LEEDS I CONSULTING 1015 E. Chapman Ave Suite 205 Fullerton, CA 92831 Phone (714)-871-8197 Fax (714)-871-1156 E.MallAddress Energyi@pacbeii.net CONTRACTOR SITE LOCATION t� try • • 1 � k r -I ms kern cater of compliance lists the t s ana norm ce ect n ceautlam erasure an s ncanons neeaea to comply wrcn 1 the 14 parts 1 and b of the P9 Pe p P Y California Cade of Regulations, and thea mns regulations to implement them. This certificate has been signed by ttte individual with overall design responsibility. The undersigned recognize that compliance using duct seating and TXV s requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: _ Name; chuck Visnic _ Title/Firm: A&R Plans Title/Firm: Enerov Impacts Address: 857 P Me Address: 1015 E. Chapman Ave.. #205 Corona CA 92881 Fullerton GA 92831 Telephone:951-520-1229 Telephone:(714)871-8197r LiC. #: .t"iB8C caHfanaAssxFabon of&a7tNrgEnetBYCo rsrdtar 2s RJECEIVED (signature) (date) (signature) (date) Enforcement Agency�F?-rilll JUL 2 2 200 Name: R 4101-259 NR 0103638 Title/Finn: CitY Of Satin Ana Address: Telephone__ _ NOTES: FORGED - AIR UNIT COMBUSTION .AIR 310.11� HEATING MARK iJ DATE DESCRIPTION GBG C DWELLING UNiTs, GUEST DOOMS AND CONGREGATE SHALL FURNACE ROOM PASSAGEWAY MIN. 24 WIDE GMG DUCTS MIN. GRO55 SECTION Oft 3' UMG 704-1.2 PROJECT NO: 82412-E+A BE OROVIDED WITH HEATING FACILITIES CAPABLE OF g03.0 NO DAMPERS IN COMBUSTION AIR DUCTS UMG 704.2 MAINTAINING A ROOM TEMPETURE OF 70 (21 C) AT A POINT WORK SPACE 30' DEEP TO HEIGHT OF UNIT OR MIN. 30' RETURN +> 10' MIN. FROM COMBUSTION GMG 9OG -G.5X CAD DWG FILE: T 2 3 FEETC914MM)ABOVE THE FLOOR IN HABITABLE ROOMS. CMC903.0 SCREENED C EXCEPT IN ATTI ) WITH Y4"MESH GMG 702.3 TOTAL SPACE MUST BE 12" WIDER THAN FURNACE CMC SCREENS PROHIBITED IN DUCT TO ATTIC CMC 704.3 DRAWN BY: El TITLE 24 ADDITIONAL COMPLIANCE FEATURES REF; OF-1R 904.1 CHK'D BY: Cis PAGE 4 OF 20 SEE REMARKS. COMBU5TiN CHAMBER G' MIN. TO CL05ED DOOR CMG MIN. VENT AREA 15Q. IN./4,00013tu/hr. ea. OPENING 904.7 SLEEVED TO G` ABOVE J015TS 2GGA COPYRIGHT: RETURN > 10' MIN. FROM COMBUSTION. GMC ROG.G.GX TERMINATION CLEARANCES RECEPTACLE REQUIRED WITHIN 25' GMC 309.0 B' VENTS ET TITLE ATTIC 2' FT ABOVE ROOF GMC 80G.5 ACE55 22`x3O"C OR DIMENSION OF APPLIANCE) CMG 2' FT ABOVE VERTICLE SURFACE WITHIN 8' GMG 80G.4 QUALITY CONSTRUCTION: C108.0 2' FT ABOVE ANYTHING WITHIN 10'FT GMG 80G.5 ENERGY COMPLIANCE DUCT LEAKAGE BENCHMARK TO BE EQUAL TO OR LESS THAN MAX DISTANCE FROM OPENING 20' CMC 908.0 G7. OF FAN AIRFLOW. SOLID FLOOR C PLATFORM ) FROM ACE55 DOOR MIN. 24' WIDE GMC 905.0 MIN. 30' DEEP PLATFORM IN FRONT OF FIREBOXUPRIGHT FURNACE REQUIRES 5FT HEADROOM CMC908.0 t LIGHTING OUTLET SWITCHED AT ACESS DOOR NEAR UNiT GMC C108 i T111112� 1 1 1SHEET OF STRUCTURALI CRITERIA DESIGN : STUCTURAL DESIGN IS BASED UPON THE 2001 CBC DESIGN LIVE LOADS. - AREA DEAD LOADS LOADS COMMENTS ROOFS 16 PSF 20 PSF LESS 4.12 REDUCTION 16 PSF OTHERS TYPICAL 40 PSF FLOORS 10 PSF REDUCTION SEISMIC Y i DESIGN PARAMETERS : COEFFICIENT TR (SEISMIC ZONE FACTOR) (ZONE 4) 1 IMPORTANCE FACTOR 1.0 S SITE SOIL RESONANCE FACTOR SD R 5.5 SHEAR WALL SEISMIC SOURCE TYPE TYPE B p 1.0 No 1.0 Ca 0.44Na = 0.44 V base Shear 2.1.5 R Ca i Wp WIND LOAD ANALYSIS ; DESIGN PARAMETERS : Ce = ACCORDING TO TABLE 16--G - EXPOSURE C Cq = ACCORDING TO TABLE 16-H qs =12.6 PSF 70 MPH BASIC WIND SPEED Iw = ACCORDING TO TABLE 16-K ,'� _ - iitpl ;11411� W_Yin A ql 1 1: A OF PARTITION WHERE A i OCCURS lei FIRST SECOND POUR (. # MAX. 40'-On MAX. LLL INSTRUCTIONS BEVELED A ..�,A.,�/,.;,E.,f:�l+f.+/.r.I,:�r,c•#,rf,�,.vfi,-r�rr�rvj ������M���• +� CONTROL TYPICAL CONSTRUCTION JOINT CONSTRUCTION JOINT , EXTERIOR INTERIOR COLUMN < STIRRUP !i is BEAM w, A STIRRUP ! l:: AND BEAM i .«b i. M A, SMALLER D=Bdb FOR #9 & LARGER ESTii=4do FOR STIRRUPS ♦ ;. *00 !END ♦ ! FOR SLABS iSLOPE �►>.. , , Idb FOR BEAMS, 1.5di, FOR COL' OFFSET + .J OR PLACE BARS `� CONTACT A • ,! AND WIRE LAP SPLICE `I1F. if. " BENDINGP LICE CONCRETE 1. CONCRETE STRENGTHS SHALL BE IN ACCORDANCE WITH THE SCHEDULE IN 'I/S-1. 2. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONSTRUCTION JOINTS SHALL BE PER 5/S-1. 3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED ON STRUCTRRAL DRAWINGS. SEE MECHANICAL AND/OR ELECTRIAL DRAWING FOR LOCATION OF SLEEVES THROUGH WALL AND FLOORS, 4. REFER TO ARCHITECTS`S DETAILED DRAWINGS FOR ALL. MOULDS, GROOVES, CLIPS, GROUNDS, ORNAMENTS AND OTHER INSERTS OR STEEL ANGLES TO BE CAST IN CONCRETE. 5. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. 6. ALL. CONCRETE SHALL BE ROCK CONCRETE CONFORMING TO A.S.T.M. C--33. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. A-615 GRADE 60, EXCEPT #4 BARS AND SMALLER MAY BE 40 KSI. 2. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS REINFORCING DIRECTLY BEYOND POUR JOINTS, EXCEPT AS OTHERWISE NOTED. 3. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION, BY WCRSI. 4. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE NOT LESS THAN 1", NOR 1 BAR DIA., NOR I x MAX. AGGREGATE SIZE. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. CLEAR DISTANCE BETWEEN LAYERS = 1". 5. ALL REINFORCING STEEL MAY BE LAPPED AS INDICATED ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE ON 1 /S- 1. MASONRY 1. REINFORCED BLOCK WALLS SHALL BE OF MATERIALS AND CONSTRUCTION AS DEFINED IN CHAPTER 21 OF THE CALIFORNIA BUILDING CODE, 2001 EDITION. 2. BLOCK SHALL BE LIGHT WEIGHT UNITS CONFORMING TO A.S.T.M. C-90 GRADE N- 1, WITH A MINIMUM COMPRESSIVE STRENGTH f*m of 1500 psi. 3. SAND SHALL CONFORM TO A.S.T.M. C-14. 4< CEMENT AND REINFORCING STEEL SHALL BE AS UNDER CONCRETE. 5. MORTAR SHALL BE TYPE S, ONE PART CEMENT, 1 /4 TO PART HYDRATED LIME OR LIME PUTTY, 2 1 /4 TO 3 PARTS SAND. USE SIKA CHEMICAL RED. LABEL ADMIXTURE. 6. GROUT SHALL HAVE A MINIMUM STRENGTH OF 2000 PSI AT 28 DAYS WITH ONE PART CEMENT, TWO TO THREE PARTS SAND, 1-1/2 PARTS PEA GRAVEL. 7. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS NOT REQUIRED AT ALL CONCRETE BLOCK WALLS. 8. ALL CELLS SHALL BE FULLY GROUTED. STRUCIU AL STEEL: 1. ALL ROLLED STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM A36, ASTM 572, GRADE 50 ASTM 992. 2. STEEL TUBE SHALL CONFORM TO A.S.T.M. A-500 B 46 KSI STEEL. PIPE SHALL CONFORM TO A.S.T.M. A-53 B KSI STEEL. 3. ALL STEEL BEARING PLATES SHALL CONFORM TO ASTM A36 OR A529. 42 KSI. 4. ALL WELDING ELECTRODES SHAL CONFORM TO E70 XX RODS, 5. DEPUTY INSPECTION IS REQUIRED FOR FIELD WELDING. WELDER MUST BE CERTIFIED AND APPROVED BY THE CITY. f REINF. MAY BE CONT. "'" ADD BARS SAME- .& SPACING AS 'FOOTING REINF. a P i STRUCTURAL WOOD ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLA, WWPA, OR WCLB). PLYWOOD SHEATHING SHALL BE DOUGLAS FIR CONFORMING TO "PRODUCT STANDARD PSI --5" AND SHALL BE GRADE MARKED BY APA. PER PLAN. WOOD GRADES (UNLESS NOTED OTHERWISE): (A) FOR HORIZONTAL MEMBERS: JOIST AND RAFTERS - _.. - ..... .........,. _..........._.. _... - -_.GRADE 1 1 BEAM AND STRINGERS - - - ,_... __,_ - _._. _.._ _,,...._,. -GRADE 1 LEDGERS,_r...... - _.. - _. - ._.,..._.....,. _..,. - ._...,..._...,.... _._,GRADE 1 BLOCKING ...,. - - _..._..... - - _. - ..... - - ._. - .GRADE #3 (8) FOR VERTICAL MEMBERS: 2x4 STUDS _ - -,._. - - _. - -_. _- --. -. _. CONSTRUCTION GRADE 2x6 AND LARGER STUDS _....._.. - - - - ` - w -_,._GRADE - - #2 POST AND TIMBER _. ..,._ ,_... _.._ _..._..._......,..._.. _.._ ...... _GRADE 1 BLOCKING -.a..._ ._...,,. - - - _..._ ...... -- - _.. _ -GRADE #3 ALL STRUCTURAL GLUE --LAMINATED DOUGLAS FIR (COAST REGION) TIMBER; SHALL BE MARKED ANSI / AITC STANDARD A 190.1. ALL LAMINATIONS SHALL BE 1--1 /2" THICK DOUGLAS FIR. MEMBERS SHALL BE COMBINATION 24F-V8 DF/DF fb = 2400 psi; fv = 165 psi; E = 1800,000 psi. INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE U.N.O.; PROVIDE FIELD INSPECTOR WITH A CERTIFICATE OF INSPECTION APPROVED BY THE BUILDING DEPT. 6. DOUBLE TOP PLATES ON ALL EXTERIOR AND BEARING PARTITIONS SHALL HAVE A 4'-0" MINIMUM LAP AND SHALL HAVE 8-16d MINIMUM PER TABLE 23-11-8.1. THRU EACH SIDE OF SPLICE IN PLATES. 7. SILL PLATES SHALL BE 2x U.N.O. & BOLTED TO THE FOUNDATION WITH MINIMUM 5/8" DIAMETER STEEL BOLTS EMBEDDED A MINIMUM OF INTO CONCRETE AND SPACED 6 FEET MAX. ON CENTER MAXIMUM UNLESS NOTED OTHERWISE. PROVIDE A MINIMUM OF 2 BOLTS PER PIECE WITH ONE BOLT WITHIN 9" OF EACH END. & MIN. 1 7/8- EDGE DISTANCE U.N.O. PROVIDEMIN. } STEEL WASHER PLATE U.N.O. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED IN 2001 CBC, SECTION• : 4 S.UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM i, THE LATEST EDITION OF 10. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE. COMMON NAIL SCHEDULE WIRE GAUGE NAIL DIAMET ER "i 1 NAIL PENETRATION 1` l I a �..... �... I��_. s� A • 1 ALL NAIL SIZE SHALL BE MONITORED i!SITE BEFORE THE DIAPHARGMS i WALLS ARE NAILED ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 9" FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS A NOTED. A. BOLT HEADSAND NUTS BEARING ON :.ii! SHALL HAVE,.iA'i CUT WASHERS,ALL i HOLES♦iSHALL DRILLED DIAMETER LARGER THAN NORMAL t < BOLT DIAMETER i ALL Ate:<! SHALL BE 1 MANUFACTURED : i..i i.Mwj OR ENGINEER APPROVED EQUAL. PROVIDE BLOCKING OR BRIDGING !iCALIFORNIAiCODE. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORMTO •'° PERFORMANCE SPECIFICATION AFG-01. STRUCTURAL A DESIGN BASED UPON THE 2001 CALIFORNIA BUILDING CODE. PLATEWASHERS PROVIDED FOR ALL PLYWOODA A PLATE ANCHOR BOLTS AND HOLDOWN CONNECTOR BOLTS AT SHEARWALL WOOD FLANGES. CUT WASHER ARE NOT ACCEPTABLE. MINIMUM SIZE FOR SQUARE PLATE WASHERS ELT SIZE PLATE SIZE 5/8" 3/16"x2„x2" 3/4" 1 /4"x2 1 /2"x2 1 /2" 7 8- f1.69t0xY 1 " 3/8"x3 1 /2%3 1 /2" 18, FIREBLOCKING & DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFTS SHALL BE PROVIDED WITHIN ATTIC, MANSARDS, OVERHANGS & IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLUOR LEVEL AND AT 10'-0"O%C. INTERVALS BOTH VERTICAL AND HORIZONTAL.. 19. PROVIDE DOUBLE JOIST AT PARTITIONS AND PLUMBING WALLS. 20. ALL STRUCTURAL PARALLAM PSL; SHALL BE 2.0 E PARALL.AM BY TRUSS JOIST (ICBO# ES ER--4979) fb = 2900 psi; fv = 290 psi; E = 2000,000 psi. 21. ALL STRUCTURAL MICROLL.AM LVEL; SHALL BE 1.9 E MICROLLAM BY TRUSS JOIST (ICBO# ES ER-4979) fb == 2600 psi; fv = 285 psi; E = 1900,000 psi. 22. ALL LUMBER SHALL HAVE: A MAXIMUM 19% MOISTURE CONTENT. CONCRETE FEE L SCHEDULE "G" ITEM DENSITY 28-DAY STRENGTH SP. INPECTION ALL. SLABS AND FOOTINGS 145 PCF 2,500 PSI w/c=0.45 NO SLUMP0 MAX. - SLAB-ON-GRADFOUNDATIONS EDULE FOOTINGSC . I. FORMED SURFACEIN CONTACTW/EARTH WALLS- EXTERIORFACE i A • � � 1 I A � ` s � f � 21 • i .. A i • GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL DRAWINGS. FLOOR AND WALL. OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS, AND OTHER ARCHITECTURAL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTIONS. 2. THE ARCHITECT/DESIGNER WILL INTERPRET THE DOCUMENTS IN CASE OF POSSIBLE CONFLICT OR DISCREPANCY BETWEEN STRUCTURAL AND OTHER DISCIPLINES. 3. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. 4. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. 5. THE EXACT DEPTH, EXTENT, AND LOCATION OF ALL FLOOR DEPRESSIONS, ELEVATED AREAS, OR OTHER IRREGULARITIES SHALL BE COORDINATED WITH ARCHITECTURAL OR APPLICABLE DRAWINGS. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ALL OF THESE ITEMS. 6. WORKMANSHIP AND MARTERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 CBC 7• FOUNDATION DESIGN IS BASED UPON FOLLOWING: DESIGN BEARING PRESSURE: 1000 PSF (DEAD & LIVE LOADS) MIN. 24" INTO SUITABLE BEARING EXISTING FILL OR STRUCTURAL COMPACTED FILL 8. ALL FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO 95% OF RELATIVE COMPACTION IN ACCORDANCE WITH A.S.T.M. D1557, SUBJECT TO MORE STRICT REQUIREMENTS OF THE SOILS REPORT. SEE SOILS REPORT FOR COMPACTION METHODS. 9• THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING OR SHORING FOR CONSTRUCTION LOADS ON FRAMING MEMBERS, BASEMENT WALLS OR CANTILEVER MEMBERS OR EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ABOVE. NAILING SCHEDULE 1. Joist or rafters to sides Of studs 8-inch foist or less 3--16d For each additional 4 inches in depth of joist 1-16d 2. Bridging to joist, toenail each end 2-8d a. Blocking between joists or rafters -- To joist or rafters -Toenails each Side, each end 2-10d b. Blocking between studs, each end 2--10d toenails or 2--16d 3. Sole plate to joist or blocking, face nail 16d at 16"o/c. 4. Top plate to stud, end nail 2-16d 5. Saud to sole plate 4-8d, toenail or 2-16d end nail 6. Double studs, force nail 16d at 24"o/c. 7. Doubled top plates, face nail 16d at 16"o/c, 8. Top plates, lops and intersections, face nail 2-16d 9. Ceiling joists to plate, toenail 3-8d 10. Continuous header to stud, toenail 4--8d 11. Ceiling foists, laps over partitions, face nail 3--16d 12. Ceiling joists to parallel rafters, face nail 3--16d 13. Joist or rafters at all bearings -- toenails, each side. 2--1 Od 14, 1" brace to each stud and plate, face nail 2--8d 15. Built --up corner stuffs 16d at 24"o/c. SIMPSON HANGER FOR PARALLAM MEMBER SIZES SI PSON MANGE 3 1 /2"x 11 1 /4" GLTV3.56 OR LSH35112 5 1 /2"x 11 1 /4" GLTV5,50/9.25 OR LSH52112 7"x11 1/4" HGLTV411.88-2 OR LBH71118 SPUCE i EMBEDMENT SCHEDULE is oil SCHEDULE � r i EMBEDMENT E Revisions reto NN 00 Nu .%si+` < Ii tn i.- c3� CD LL1 s# Ld n < 0 ii, • • ., � a i* C)o s s '�;I"1ppf Titli*_ i' GENERAL {il I�. ' 0 2005 I� n � :!Checked I Drown fProject No.: I� Sheet • I S-1 PLOT DATE: 07-13-2005 Revisions W wh NAILS- 15/32" ROOF PLYWOOD CDX RATED SHEATHING EXPOSURE 1 INDEX 32/16 OR 7/16" OSS ROOF RATED SHEATHING W/8d COMMON c$# cz. • 01200/C. F.N. WITH RADIANT BARRIER -- FOR TYPICAL HEADER DETAIL SEE DETAIL 4 S-3 - FOR TYPICAL BEAM/POST CONNECTIONS SEE DETAIL 5 s-� -- STRAP ALL TOP PLATE SPLICES AND DISCONTINUITIES WITH SIMPSON "ST6236" STRAP WITH FULL NAILING TYPICALLY THRU--OUT U.N.U. PER DETAIL @ - ROOFING MATERIAL ON THE ROOF SHALL NOT EXCEED 6 PSF. INSTALLATION OF ROOFING, MANUFACTURER'S i r SPECIFICATIONS. INDICATE,R. • E) BY TRUSS JOIST (ICBO# ES ER-4979) SCALE: 1 /41,y 1 ' _ ±16'_0" I')," V InP r ONT IN WIDE 'ING FOUNDATION NOTES: _(0 ) INDICATES TYPICAL SHEAR WALL SEE SCHEDULE s-� -- { ) INDICATES HOLDO}WN HOLDO N SEE DETAIL 3 s-� NEW CONCRETE FOOTING V.I.F. = VERIFY IN FIELD FOUNDATION PLAN AND 1 ST " PLAN -- ALL STUD WALLS ARE 2x4 STUD 016"O/C. FOR 10'--0" MAX. IN HEIGHT AND 2x6 STUD 016"O/C. FOR 10'-1" AND MORE IN HEIGHT. 5/8" FLOOR PLYWOOD CDX T&G RATED SHEATHING WXPOSURE I INDEX 32/16 WITH BLOCKING LAID I TO FLR. JOIST W/ 10d NAILS 04"/6"/10" O/C. GLUE TO ALL FRAMING, BLOCKING, ETC. WITH GLUE CONFORMING APA A.F.G. AFG-01. -- HOLDOWNS SHALL BE RE --TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. - 5/8"0 x1O" LONG (MINIMUM OF 7" INTO CONCRETE) 060"O/C. WITH 2"x2"x3/16" STEEL WASHER PLATE. U.N.O. AND FOR ANCHOR BOLTS AT SHEARWALL SEE SHEARWAL.L SCHEDULE(�D REQUIRED 1 AT EDGE MEMBERS__�. ADD 2x TO EXISTING 2x SILL. SEEDETAIL SCALE: 1 /4"=1' �CO W cai Z K cv L W �x� 5 \m iaC _; c1 0 0 Lu No 2� i! i 00 w r F W U Z W 0 _< z W�''^� \.,,J 0 LL_ W V) Q .... o z C3 _0 z _0 L< W i/ B L J 0 F II - $. A i r. Dote: 05--14-2005 Checked by: M.I. Drawn By: M.I. Project No.: Sheet No.. -, L S-2 �Z_ PLOT DATE: 07-13-2005 Revisions LAP 48" MIN. NAIL W/16-16d U.N.O. STRAP AT TOP Pt. PER DETAIL 2x STUD ROOF PLYWOOD BEAM 016"O/C. SEE PLAN TYPICAL TOP PLATE LAP U.N.O. UN -LESS NOTED OTHERWISE "Pc" OR "EPC" SEND E.N. PROVIDE SIMPSON "ST6236" 2x8 FLAT PAD B.N EXIST. ROOF SHEATHING WOOD BEAM SIMPSON POST CAP -. E.N. AT NOTCHES IN TOP PLATE CONT. TO REMAIN SEE PLAN 50% OR GREATER (U.N.O.) ROOF SHEATHING SEE PLAN EQUAL EQUAL 16d NAILS _ 2x ROOF RAFTER 4x POST 012"0/C. STAGG. 2-2x TOP PLATE cto LO � SEE PLAN 3-16d NAIL SEE PLAN bat L 0 EACH EXIST. RAFTER I 2x STUD ST6224 STRAP Z-- 00 STRAP T ALL T PLATE EXIST. 2x RAFTER 01U.N.O. /C. AT TOP PLATE SEE PLAN E.N. BEAM POST CONNECTION 5 2x STUD If Q MALL ---- 4x POST TYPICAL PLATE SPLICE DETAIL 10 TYPICAL CALIFORNIA FRAMING DETAIL 7SIMPSON A35 EACH SIDE, SEE PLAN- Im �} d TOP AND SOT. OF FULL C16d NAILS STAGG 16 O18" O.C. HGT. STUDS FOR LINTELS . AT EXTERIOR WALLS. V. 'TOP PLATE 2 BEAM 2x CRIPPLES SEE PLAN 016"O.C.) STUD WALL CONNECTIONS 10 STRAP AT POST/ { PROVIDE ADDED 2x { SIMPSON { STUDS SPIKED TOGETHER TRIM STUD FOR DOOR # "EPC" POST CAP 1d AT 6" O/C A35 SIMSPON $ 4x KING POST O . SIDE OF STUDs GNG LTYP 2"O/C. SEE PLAN SIMPSON { 2-16d TOE NAIL SIMPSON A35 s{ PC POST CA j{ PER STUD i # { PLYWOOD 1E NAIL # { NEW 2x STUD ZLINTELS FOR WINDOWS # EXIST. {� AND DOORS -SEE PLAN -f- -I•- 2x STU + '- "N 2-THRU STUDS FOR WALLS # 10'-0" AND HIGHER AND #� SEE S.W. SCHEDULE OPNGS. 6'-0" WIDE OR { # FOR SILL NAILING x GREATER. { { a EDGE NAIL NEW 2SILL d STAGGER 2-16 TOE NAILS #� { { � 2x SILL # BEAM SEE PLAN { # { { # #2x 16"}C�R/�IPPLES C EXISTING # # { # # { 2ND FLOOR # TYPICAL KING POST DETAIL 9 ## }{ { O ♦ ai ' TAPER BEAM FOR ROOF SLOPE IF OCCURS SEE S.W. SCHEDULE (E) 2x SILL TYPICAL HEADER SUPPORT DETAIL 4 J FOR SILL NAILING INTO EXISTING 2ND 1 3/4" SDS 1 /4"x2 1 /2" FLOOR MIN. EDGE DISTANCE SIMPSON SCREWS 2-2x OR 4x4 POST (MIN.) TYP. SEE PLAN 2-2x OR 4x4 POST (MIN.) SEE PLAN z AT 2ND FLOOR HOLDOWN SOMPSON HOLDOWN SOMPSON J ....® £0 W L a) LAJ ei I'i t-- 00 �CLCp dJ u-- ri its PER PLAN 0 SIMPSON A35 T TOGETHER 2x BLOCK CONT. —JOIST I PLAN SEE SCHEDULE ROOF OR FLOOR PLYWOOD # SUDS SPIKEDFLOOR FLOOR SEE PLAN BEAM 16d AT 6" 0/C SEE PLAN {'` SEE PLAN SEE PLAN tam THREADED ROD lT- W z STRAP AT TOP R { WITH SIMPSON EPDXY # { { { { { # { # # { { { j 2-2x TOP PLATE Q COLUMN CAP } # { # # { { # # { j .- 0 2 "ECCQ" SIMPSON j PLYWOOD PEHREHOLDOWN # #* { # PER DETAIL T t1 } SSt B slMPOSN a • a # 7 { { (# #•# {� { • �.0 # NEW 2x STUD PER HOLDOWN q .-b { { # { { # { t { { 1 # # # {♦ �-- V) < # SCHEDULE p d s # # # # {• . C ) SEE PLANT AT EPIC P., i p., g BLOC G 0 .. { r 9- � r p. 3x BL.Ot+KINV { � ��,,,,{. # { # � atiot { EXIST. . " SSTB OR 2-2x I # # # # ## to # # # # # { I` • -�--d # 2x STUD ` 70 b COL. & SYMM. {® SEE S.W. SCHEDULE ` # { { # # { { # { { 3x BLOCKING Cq 0 SIMPSON STRAP # FOR SILL NAILING STEM WALL D ' STEM WALL r D ' OR 2--2x • "` "LSTA36" BEAM #� * E STAGGER NEW 2x SILL SEE PLAN SEE PLAN # { { { { # {{ # • X SEE PLAN INTO INTO EXISTING # D# # # { } # �'.2 2x A { I- {.{ { OEACi OEND- V) Of OF SHEAR WALL { EXISTING { { # FLOOR { { { # { { { 2x BLK'G m o (E) 2x SILL Q Y Q^ " „ COLUMN CAP ` p SDS 1 /4 x2 1 /2 „ „ EXISTING � .: ` b d q SEE S (' H p CCQ SIMPSON p v- np � - b • �i ©„ o. pI r k•. D1 h> � 6 JEE.. a3. W, SCHEDULE SIMPSON SCREWS MUDSILL b Q q b d ! " r q : o ' , : FOR SILL NAILING D b 4 r`q b INTO EXISTING 2ND EXIST. CONC.J SEE S.W. SCHEDULE FLOOR STEM WALL ADD NEW /8"0 BOLT WITH EPDXY A35 SIMPSON WITH 2"SQ.x3/16" WASHER INTO EXISTING MUDSILL PER S.W. SCHEDULE WOOD POST AT INTERIOR SEE PLAN AT RAISED FLOOR S1 EARWALL SCHEDULE MARK WALL SHEATHING NO. OF A35 SILLPLATE ATTACHMENT MAX. DESIGN 85q CB ADS REMARKS SIDES SHEAR CLIPS AT UPPER FLOOR AT CONCRETE 3/8" PLYWOOD "CDX" W/ d NAILS 0 6" O/C. EDGE 1 24" SILL PLATE 2x P.T. SILL PLATE W/ 5/8 "�x1 {3 „ A.B. 200 LBS/FT AND 0 12" O/C. FIELD NAILING W W/ 16d C�D6"O/C. 048-0/C. 15 32" PLYWOOD "CDX" W/ 8d NAILS 0 4" O/C. EDGE 1 16" SILL PLATE 2x P.T. SILL PLATE W/ 5/8"0X10" A.B. 300 LBS/FT L_l AND 0 12" 0/C. FIELD NAILING W W/ 1 Fed �3"0/C. 036„0/C. 15 32" PLYWOOD "COX" 1 ,t S 3x SILL PLATE " 3x P.T. SILL PLATE 410 LBS/FT 3x STUDS & BLOCK'G W8d NAILS 0 3 0/C. EDGE W/SIMP. SDS 1/4" X6 W/ 5/8 Ox12 A.B. * � � AT ALL ADJOINING AND 0 12 O/C. FIELD NAILING SCREWS SCREWS 8"O C�••. �C7 0/G. 024"O C. PANEL EDGES 15 32" PLYWOOD "CDX" 1 6" 3x SILL PLATE 3x P.T. SILL PLATE 600 LBS/FFi 3x STUDS & BLOCK'G W 10d NAILS 0 2" O/C. EDGE W/SIMP. SDS 1 /4"x6" W/ 5/8"00 2" A.B. AT ALL ADJOINING AND 0 12" 0/C. FIELD NAILING SCREWS 06"O/C. 016"O/C. * PANEL EDGES PLYWOOD SHALL BE 1 /2" THICKNESS (5 PLY MIN.) AND CONFORM TO PS1-95 WITH EXTERIOR GLUE. ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX. NAIL GUNS USING "CLIPPER HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. INDIVIDUAL PIECES OF PLYWOOD SHALL BE NOT LESS THAN 2'-0" IN LEAST DIMENSION NOR 8 FT. IN AREA. - PRE -BORE HOLES FOR NAILS WHERE MEMBERS TEND TO SPLIT. RETIGHTEN SILL BOLT NUTS BEFORE CLOSING IN. - EXTERIOR LATH SHALL BE INSTALLED AS REQUIRED IN SECTION 1402.1 OF 2001 LABC AND APPLIED OVER WOOD BASE SHEATHING SHALL INCLUDE TWO LAYERS OF GRADE 0 PAPER. - PROVIDE 1 /2" EDGE DISTANCE FOR ALL PLYWOOD EDGE NAILING. - STAGGER NAILING IF NAIL SPACING IS LESS THAN 4"0/C. -- ALL STUDS SHALL BE SPACED 16" O/C. U.N.D. - ANCHOR BOLTS SHALL BE EQUALLY SPACED AND LOCATED WITH 12" FROM END OF ANY SILL PLATE. {*) REQUIRED 3x SILL PLATE (OR ADD NEW 2x SILL PLATE AT EXISTING 2x SILL) PER DETAIL 7/S-4 & AT EDGE MEMBERS & NAIL BE STAGGERED. {** USE 5/8"0 BOLT WITH 3/4"Ox6" DRILL HOLE SIMPSON "SET" EPDXY AT SPACING SHOW IN SCHEDULE INTO EXISTING FOOTINGS. #{{ { {# # { {# ## {•' c°X� #.{ T3x BBLOCxKING HOLDOWN ¢ # # { # # # {• ANCHOR SEE PLAN Sheet Title 14 # # { SILL PLATE P.T. AN HOR BOLT I # DETAILS { # # # SEE SCHEDULE { # SEE SCHEDULE{ { Date: 05_14- 2005 _ 1 _ • _ . . _ v l{ _ * FLOOR LINE • • s . . . • . . • . . . a a • • . ♦ • r a } f Checked by: M.I. Drawn By: M.I. 14 AT HOLDOWN Project No.: SE ANCHOR FOUNDATION PLAN S ALL SHEARWALL ANCHOR BOLTS AND HOLD-DOWN HARDWARE MUST BE _ Iseet No.: THREADED ROD SIZE PER HOLDOWN SPECS. SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. EXISTINGTYPICAL BEAM/POST DETAIL 8 ADD 2x SILL AT I TYPICAL L DETAIL S-3 PLOT DATE: 07-13--2005 HOLDOWN SCHEDULE 'HOLDOWN `INTO B CONCRETE FOUNDATION SIMPSONSS 0 ANCHOR BO k OR r...i „ THREADED '!i INTO r, DRILLHOLE WITH "SET" SIMPSON EPDXY ICBO 1. i 7/8-0 SIMPSON -SSTS24- ANCHOR2527-9111, BOLTS OR WITH "SET" SIMPSON EPDXY ICBO JER5279Z f 25279 7/8"0 SIMPSON `SSTB28" ANCHOR BOLTS i.A ,i OR ,; r, THREADED '#i INTO DRILL HOLE WITH "SET" SIMPSON EPDXY rl # 1 - { M.f *. SIMPSON OR 7/8-0 THREADED ROD INTO 1-0 DRILL HOLE 'WITH "SET" SIMPSON EPDXY ICBO #ER5279/ LARR# 252791, ALL p. # EPDXY SIMPSON `i SPECIAL REQUIRED A INSPECTION Revisions 2x R.R. SEE PLAN SIMPSON S E.N. --/ A35 0 24- O/C. TYP. OR SEE SHEAR WALL SCHEDULE EXIST. 2x R.R. 2x4 016"O/C. EXIST. ROOF PLYWOOD 16d NAIL 06"O/C. SCHEDULE OR SEE SHEAR WALL �� - '�f l SIMPSON EXIST. 2x C.J. A35 0 24- O/C. TYP. SEE PLAN EDGE NAILING OR SEE SHEAR WALL TYP. i SCHEDULE PLYWOOD EXIST. 2x WALL SHEAR WALL SEE PLAN IF OCCURS /d SECTION 112 EXIST. 2- PLATE AI 21 MWIM-W161111][611mawT EXIST. CONC. STEM % u 2-2x RAFTER 2x4 FLAT 024"O/C. E.N. (NOTCH RAFTER) SIMPSON A35 0 24" O/C. TYP. PLYWOOD SHEAR WALLOR SEE S.W. SCHED. -// IF OCCURS FOR SHEARWALL SEE PLAN u2x WALL SEE PLAN SECTION AT TOP PLATE ROOF SHEATHING SEE PLAN --k 2x BLKG CONT C. ISIMPSON A35 0 EA. RAFTER TYP. SIMPSON F EA35 0 24" O/C. TYP. .N. OR SEE S.W. SCHED. FOR SHEARWALL SHEARWALL PLYWOOD WHERE OCCURS 2x WALL SEE PLAN SEE PLAN SECTION AT TOP PLATE SEE PLAN SECTION AT RIDGE EXIST CON( STEM �L 16- 12" EXIST. FOOTING i EXISTING NEW x 24" DRILL HOLE )XY "SET" C. STEM )OTING FLR. JOIST SEE PLAN 2- #4 DOWELS x 24" INTO 5/8"Ox 5" DRILL W/SIMPSON EPDXY -St ICBO #ER5279 NEW CONC. STEM WALL NEW FOOTING NEW 4x6 POST BETWEEN STUD WALL A35 0EA SIDE ,-EXIST. FLR. JOSIT PC44 SIMPSON POST BASE SIMPSON POST CAP CB44 FOR 4x4 POST CB46 FOR 46 POST CB66 FOR 6x6 POST 44 POST =+ FIN. GRADE t, to xx :2 co 2- #4 C14 0 EA, WAY 3" CLR. SEE PLAN SECTION BEARING 2X BLK'G UNDER POST 2x F.J WHERE OCCURS SEE PLAN FIN, GRADE NEW 4x POST BETWEEN STUD WALL A35 @EA SIDE EXIST. 2x F.J. EXIST. CONC. STEM WALL FIN, GRADE 12" MIN. ,40 3" CLR� 12" _4 . #4 @12-0/C. E.W. SEE PLAN UNDERPIN FOOTING DETAIL 5 FLR. PLYWOOD 2x T. 2x F.J. SEE PLAN CONT. SEE PLAIN 2-16d TOE NAILS PER F.J. COL. M. BEAM SEE PLAN POST SEE PLAN 2- #4 EA. WA) 3" CLR. PLYWOOD SHEARWALL WHERE OCCURE SEE PLAN E.N. EXIST. 2x i'JI' I WHERE OCC'RES 2x BLKG TYP.1 5/8"0 THREADED ROD INTO 3/4.0 DRILL HOLE WITH "SET" SIMPSON EPDXY ICBO #ER5279 SEE SHEARWALL SCHEDULE WITH SPECIAL INSPECTION FIN, GRADE W H E RVMM 2x8 P.T. MUDSILL 5/8"0 A.B.00", AT 4'-O-O/C. 2x 016*0/C. STUD WALL SEE SHEARWALL SCHEDULE -OR 16d NAILS 012"O/C. FOR NON-SHEARWALL 2x OR Zx SILL PLATE SEE PLAN SIMPSON A35 0 24" O/C. TYP. EXIST. FLOOR OR SEE SCHED. FOR SHEARWALL PLYWOOD SEE PLAN EXIST. 2x F.J. EXIST, 2x P.T. MUDSILL EXIST. CRAWL SPACE EXIST. CONC. STEM WALL (V.I.F.) FIN. GRADE EXIST. 12"CONT. FTC. (V.I.F.) SECTION 2x 0 1 6"O/C. STUD WALL SEE SHEARWALL SCHEDULE OR 16d NAILS 012"O/C. FOR NON-SHEARWALL 2x4 SILL PLATE SIMPSON A35 0 16" O/C. TYP. OR SEE SCHED. FOR SHEARWALL &,012 3 fi cs FLOOR PLYWOOD SEE PLAN 2x F.J. SEE PLAN E.N. II 2x BLKG # 4 C W/4-16d NAILS TOP & BOTT. OD >� 8" CONC. STEM WALL CRAWL SPACE:= FIN. GRADE D D GRADE -FIN. WHEIper' 2- #4 BARS CONT. I I , � t V ., > C14 3" CLR. - SEE PLAN AT EXTERIOR WALL FOOTING 2 2x 01 6"O/C. PLYWOOD STUD WALL SHEARWALL WHERE OCCURE SEE PLAN SEE SHEARWALL SCHEDULE E.N. OR 16d NAILS 012"O/C. FOR NON-SHEARWALL 2x BLKG TYP, 2x4 SILL PLATE OOR PLYWOOD SIMPSON SEE PLAN 2x8 P.T. MUDSILL A35 0 16- O/C. TYP. 5/8"0 A.B.00" OR SEE SCHED. AT 4'-O"O/C. FOR SHEARWALL E.N. 2x F.J. #4 CONT. SEE PLAN TOP & BOTT. 00 ONC. STEM WALL CRAWL SPACE Adm FIN. GRADE D D, FIN. GRADE 10 #4 BARS CONT. C14 3- CLR. SEE PLAN IX V/ AT EXTERIOR WALL FOOTING m • si of Sheet Title DETAILS Date: 05 -14-2005 Checked by: M.I. Drawn By. M.I. Project No.: Sheet No.: S -4 PLOT DATE: 07-13-2005