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HomeMy WebLinkAbout10137866.pdf111111111111 c3___ 1 1AR DN RD 113 2 Vo Y L 3 -A ® o o ® o 0 0 0 0 0 0 0 o 0 0 y T rf I (0 ) WD. WALL � NOW 040D I T i ON I = a LOWER LEVEL (N) GUTTER �Ie®II I — I (N)UPPER LEVEL DECK! / I / I (M) RoOrc I I I / I / I CN) ROOD I I WINDOWSI I I I I I I i I - I I � I I C6 I e I I e I I I / ✓ I� / CND "SOL4TU �S" I I I (a) 2 STOR`r' SINGLE r-AmiL1' RraSIDsi om I i I / i e e e I / I \ I \ i (8) 2 GAR 1GAIRAaR 80.0 \ (0) SIDELUALX SCALE: 1 /8" - 1' - O" T LY -(N) DOWNSPOUT N ) CUTTER EXISTING UPPER LEVEL XISTiNG OVMRHANG U d) NORTH OWNERS: COURTLAND 4 ANNE ALEX ADDRESS: 1132 W. SH ARON RD., SANTA ANA LBCX,4L DESOR i PT i ON: LOT 13, TRACT 1 434 CONSTRUCTION T`Iepm: VN OCCUPANC`i': R3 MEMORY LANE VICINITY r114f= 1. CONTRACTOR SHALL VOR ir1' AVA i L4B i L i T1' Or- SERVICES AND DETERMINE DETAILS PERTAINING To EXACT LOCATIONS AND REQUIREMENTS Or- THE SERVICES BEFORE ROUGH iN. 2. POOL, SPAS, WALLS FENCES, PATIO COVERS AND OTHER r-REOSTAND ING STRUCTURES REQUIRE SEPARATE REVIEWS 14ND PERMITS. 3. WALL COVERiNG AT WET LOCATiONS SHALL SO TiLE OVER CEMENT TO 70" MiN. ABOVE DRAIN AT SHOWERS OR TUB SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELLLLLL�MENTSTO 5E MOISTURE RESISTANT(U 3C 607.i.3 4 2rv12) 4. ANTI -SCALDING SHOWER 4 TUB VALVES REQU i ROD C U5C 410.7 E). EXISTING ROOF MATERIAL TO REMAIN. VOR iF'r ATTIC VENT. �`� � � �Y � " F t r �y � .., 4 'i c s is ; � € �' P �,4� '� �m ' � •' @kz � , ..t e#..� , �,� . ,..,.� y i t1 tn'..". p IN a K � g 9 t 6 4e� 5 I z� v t � 0t .x. a, v s ' S s JW A 'Y n_ d. FDJ�IIN P4 M EWA SQUARM FOOTA(sss: LOT S I ZZ: 11,102.5 S.P. SITE COVBRACPS: 2 ro io 5XiSTiNCS RESi "' ONCM: 1ST. FLOOR: 2 �O.O SP. NEW ADDITION: —1 1.5 SUB -TOTAL: 2921.E SP, 2ND. FLOOR: 989.0 Sp. NBW Dmc<: 48.0 S.P. NOW TOTAL: 312101.E? Sp. STRUCTURAL ENGIN88R: SOS 1820 E. GARRY AYE. MITE 108 8ANTA ANA, GA.. 92106 t6L.: (949) 436-1066 EN8RG1' CALCULATIONS: 30UTI-ILAND ENERGY CONSULTANTS 1491 GLENNEYR6 ST. LAGUNA BEACH, GA. 92681 TEL.: (US) 49i-3591 Al C01sR SHOST 4 SiTS / ROO* PLAN A2 let 4 2nd LEVEL FLOOR PLANS A3 STER i OR ELEVATIONS 4 SECTION A4 INTERIOR ELEVATIONS, DOOM•? 4 WINDOW SCHEDULES AS let 4 2nd LEVEL ELECTRiCAL FLOOR PLANS SCAN-1 STRUCTURAL GENERAL NOTES 5-1.0 POUNDAT I ON PLAN 5-2.0 ROOF 4 FLOOR PRAMiNG- PLAN S- 3.0 ROOF PRAM iNG PLAN SD -1 STRUCTURAL DETAILS SD - 2 STRUCTURAL DETAILS SD - 3 STRUCTURAL DETAILS T - 2 4 KNOROW CALCULATIONS FORMS O i /1 � O 4'-11" M L EQ. Q. 1, 21_511 k, 0 i Z��ZLJWJ 777-1 R = m_ J­-- 7w*-- r - w-AN �" _ E) 0VERH,4NG F_Q ADD 2x4 STUDS -8 16" O.G. TO THE INSIDE OP THE EXISTING WALLS. J- (N) 2x& stubs afro" O.C. W/. 5/6" GYPSUM WALLBOARD, BOTH SIDES. 51 (N) POST W/. 2x PLANT-ONS. (N) Sol=r-iTS. C. (N) 16" DIA. "SOLATUBS" OR EQUAL. EXIST INCH 1=OUNDAT i ON ACCESS (N) 3' - 0" GUARDRAIL WALL, WTH G*f P. 5D. BOTH SIDES 4 WD. TOP. (N) EL4STOMERiC DEC< FINiSH. SLOPE 1/8" PER FOOT, AWAY FROM BUILDING TO DRAIN, SHAMPOO NiCHE, MUOSST TiLE. & (N) TANItLESS WATER HEATER, s%r-rA<A(s I OR SIMILAR, INSTALLED As PER mANur-AvruRER's SPEC II= i cA I ONs. 11 HOT -MOPPED sHOWER PAN W/ MUD T TiLE 1=LOOR 4 WALLS. TEMPERED GLASS SHOWER ENCLOSURE. 12 DRYER SPACE. PROVIDE VENT TO OUTSIDE AIR As PER u.m.c. 13 FoRCED ►4 I R UN i T ON WOOD PRAmm PL4TI:ORM. PROVIDE com5usT i ON A i R 4 CLmARANCEs As REQU I RED. ® (N) 2x8 EXTERIOR STUD WALL. ® (N) SOFFIT W/ INDIRECT LIGHTING COVE. ® (N) CURVED CLG. W/ 1x4 T4G WD., PAINTED ® (N) ROOF WINDOWS Vr VELUX, i.C.3.o. #EROroirv, OR 9GUAL. (N) 5/a" TYPE "X" GYP. IBID. UNDER STAIRS. 1� (N) CA51NET ACCESS DOOR. 2�. (N) BOX= -IN CURVED 5M. 21 (N) G. I. MTL. LOUVER. AREA As REQUIRED B%r WATER HEATER mANuF. L 0 a�Nr �z i � EXISTING WALLS TO REMAIN EXISTING WALLS t0 BE REMOVED NEW 2x4 STUD WALLS ^2 INTERIOR ELEVATIONS 4 New wwnowa rase Aa FOR SCHEDULE) � New aooRs(sMe a4 FOR SCHEDULE) �a � secTioNs a (N) ATTIC ACCESS DOOR g EXISTING OPENING ME) GAQ4 41E Z21_9„ I Exi ST f NCB I T _ 411 EQUAL I 041 (E) WD. POW to 3 150 REMOVED 14 0 © H I I � I I I 1 i (E ) PORCH I I I StoNE ( i (N) MASTUR BEDROOM = I o 8' - O" CL.G. HT. ace I CARPET I e. I r I O � Q 2 Z N ( C (N) LIN. o TUBsk O N OC�.HT.N(E) OVERHAN TiLE I't � „ I - iI I - o i O O z I CND i_ �ox x A 3, MAS ' C�. �r CEO NOOK � 8 -o CLG. CARPET O o a ly EnE ® I D13L. P 4 S DW I N r- o `q `q i I 2' - 3" a (0)2' - o" D O C�� �C1tCH�N P29 ,„sk 8-o CLG. HT. 3 3_ 0 2 CIAHRDWD. � uP i I i L'4l�NDRY 0 r O 4-0 3 E 11 I = _ r S' CLG_ HT_ 0 0" _. 113,_�,„ 2 I I TILE 1 - �-- � N ® b %Q d) 21 x Ill I L PANTRY I I REF. ®" CAB. _ I N 0 0� -� 2 _gIlk --- I I (N) CURVED TOP I Y OPENING _ (E)-�iEDROOM 2 i a CLG. HT. ® o� I I CN) DINING � CARPET o II SO" CLGI(� . HT. I i I H RDWD. IL - N 1 (E) LIV«lC� o (E) ENT " Y CURVED CLOG EQ" EQ' _ �`_.J CN) CL.. i I HRDWD. o a — '¢ 6 ,4 = C = I Ii O CE) oPEN�NO I O I o i (N) POWDER _ ® 8'-O" CLG. HT. (wv A 1 I r TILE �• _ EQ. EQ. $' _ O" CLO. HT. C r I TILE lO I 9SziZ% y5Z�T7.�'A O ¢ Z EQUAL K eauaL Ilk OR CE) 0�16RI-IAN REVISIONS PLAN CHECK REV. 3/17/2003 3/1'f /03 o � C\I � 0 c0 LO M c LiJ (n cb 0 0 • w O •O O �� � r- N 0 d X ®� �- o In z '- BALSERA n let 4 2nd LSVEL Loon PLANS DATE 3/11/03 SCALE 1/4" = 1'-0" JOB 20022 SHEET No. (E) ii00P RAFTERS (w Roos wivaow (N) GLCs. JOISTS (N) CLCs. SHAFT (N) CLCa. JOISTS W/ 5/8" GYP. BD. W/ 5/8" GYP. BD. (u) iusuL. (m) ROOF JsTs. (N) INSULATION CE) CLG_ J016T8 (E) FASCIA LATE (N) CsYP. 9D. ------- - (N) DOOR CNJ 4x4 DEGC POST _ lN) 2x� STUDS - INSIDE EXISTING (N) D. GUARDRAIL (N) WINDOW (N) "SOLATUBE _ �►v� 6LAStoM6�1c _ CN) MEDIA RM. CN) NAJ�L r I A (N) INSULATION EJ ROOF RATERS -; (N) MEDIA RM. DEGC FINISH oi. � _ � (E) FLOOR t0 6E (E) GLCs. JOISTS o p��p. � (N) ROOF JETS. (E) FLOOR JOISTS p REMOVED (N) DEC (N) ZX SpUE TRIM � O Fr- lEJ 2ND FF. PLA -°_°-°,°,°,°°°-:. (N) 2x FASCIA (E) PLATE --------------- ------------ t0 MAtCH EXIStfNG CN) ADD ON (N) HDR. (N) BM. PER (N) STAIR 2x4 WALL (i�t) bx12 BM. UJ/ -� STRUCTURAL (E) WALL TO ��� t�� „X„ PER STRUCTURAL «) WALLS WD. TRIM _ O to I I BE REMOVED �N) 2x8 STUDS 6/8" GYP. BD. = (N) MASTER BEDRM. CE) PORCHE � �' STAIRSUNDER ao (N) 2Xio aecic �oisrs � � � I CN) MASTER BAtN (N) TOfL�t a� I �N� HA" CN) POWDER (N) eEDRM. 1 (E) PLO R JOISTS (E) STUCCO (N) 2x8 STUDS (N) DE CN) STONE FINISH F.PLu FF -------------- (E) F.F. HN XX �jj/� j✓/�\�j/�\�j//�\�j.�� (N) FOOTING��"\-� � ri(N) FOOTINGX�/ CN) INSULA�TIOIV �������//.��/�/ \\\� (8) FOOTING 8 FLOOR JOISTS S88 StRUGUtRAL DWCsS. FOR SIZES k CONNECTIONS 0 '��///��//��//��////��//��//��i ��\��\��\�� lEJ FOOtfNG PART I AL SECT I ON ro C'T I ON 3 9 6 3 1 12 S 1 16 7YP. 2 2 3 S I Z 16 TYP. 12 4 4� 10 CE) PL4TE FIT. (E) H R. Ht. (E) NDR. HIT. fl 5 9 _ c4 LL _ to dJ ! tlJ _ (►v) aEc< F.F.`� Fyyy.F. �► (E) PLATE Ht. CE) PLATE HT. HDR. HT. W _ l0 �{� o oc ju CsRADE \_4\E2 b 13 11 6 13 � 5 11 t SUUTH twtm�ww\104T I ON. ffm A ST ff� L � VA T I ON 2 ,z 1Q (N) STUCCO, PATCH 4 REPAIR AS NEEDED. ............................ 2� (E) STUCCO._ 3� (E) COMPOSITION SNIRiGLE ROBING, TO REMAIN, (E) PLATE 1-IT. (N) COMPOSITION SHINGLE iZOOFINCs t0 MATCH EXIStINCs. _ _ (E) 1-IDR. 1.4t. Q CNJ 6TONE VENEER. 16 i T YP. _ Q (N) 2x�t WD. TRIM, PAINTED. ME 1 I.' I 4 = � Q CNJ CLAD WINDOWS RI� INDOS � FENCa00RS.A. W (v) wa. sF+urreRs, Paiutma. 9❑ (N) WD. RAILING, PAINTED. lEJ PLATE F4T. 1� CNJ 2xb FASCIA, PAINTED. (E) 1-IDR. HT. CN WD. COLUMNS PAINTED. ........... F12 rw ROOF wivaow. o 3 (N) GUii D WD. BO � IN BM. l/E XE _ to I4 (N) FOUNDATION ACCESS. IB CNJ FOUNDATION vENtS. F.F. 1S (N) WD. ix4 WINDOW tR(M, PAINtED. a GRADE 15 1 14Ca 6 � mx- N C owl ffmLffm\/4T I ON QREVIS10NS PLAN CNBGK REV. � 3/107/03 PLANNING OPT. REV. 3/I'I/03 j N0(0 � U� U ro uj ml U U � � Q N Q LL. (n O p O cib cv U � O rmXTrmR f OR ELEVATIONS 4 SECTION DATE 3/11/03 A SC E L, 11 a 11=011 JOB 20022 SHEET No. A- _ Q REVISIONS Pow- Zo =mvp I m_ :m3 EMMIMMIMMIM IMIM NNW Inv FRAMED MIiiROii U�BD. COVE MOULDING TILE BEYOND GYP. BD. NI L �J T � � KLLLLLLLL L � � D 1 .... . ......... ..... ......................... L: ==J a Fl a o] ME WHEN m r O . O 211 Qli COVE aRTAiL ADJ. SHELVES TILE SPLASH TILE TUB FRONT TILE SPLASH F1iAMELES, TEMP. GLASS TILE SPLASH DOOR 8 ENCLOSURE # � � N N AP�77 i� iiiR ""O�l A mr 64 j LLJ .J () 11 Ld NOTES: � ~ a- i. ALL WINDOWS AT WEST ELEVATION TO HAVE LOW-E GLASS 4 DE TINTED. WD. RAILING: u U � � 2na LEVEL F.F. < LL FRAMED MIRROR ��. $a. c,Ys. sa. � d. �cb 00 L'j "! -11,■ 1Va=jZ-4[4_ff -NOW ME`= mpxlo mill w - E EN=4kV40 ILOD SPLASH 0 0 0 0 C . N �ADJUSTABLE � \-WD. STAIRS SHELVES WD. STAIR APRON OAS.ADJ. SHELVES ea lNJ 2x4 JOISTS 6 16" O.C. U O Q O E) CLG. JOISTS 4 (N) ix4 740 61 GYP. BD. (N) GOVE LIGI-VYING 0 71LE SPLASF�! � Q Z 'd Iloop IIf f TILE SPLA V � .Q (Y (� - AB. ENC ...... ....................... �40ol L(m) U � . BD. CLG.> OPEN O �q �- .............. .. `:2 a LLLLL_�_LL LLLLLLL ow O �- N W ILL (N) 010P. so, C�41 . �li� TILE SPLASH CUMV30 WALL SECT I Oi l 11411 fi rm N M r *1 0 (0 296 TOP ;,AIL, ����� (O� ��� �. W/ ROUNDED rmt*rmS Ca61'P. �30. / 2x HORIZONTAL RAIL BUILT-IN DOOR w INDOW IRONING SID. SCHEDULMS ix1 WD_ P f CIGTS - 2x HORIZONTAL RAIL O ' Mo X 4x4 POST _. Ix2 Wig. TRIM _ a 2 x1O gtarm TRIM I 2x PASCIA, TO MATCH rEXISTING \ / REP.v D WASH DRY 11 11 \Nz—i � O ,� o - r —T - / \ / / \ / DATE 2/10/03 SCALE JOB 20022 —7 SHEET NO. TILE O/ MORTAR BED 2x CURVED TRIM ��t�` BACK 6PLASNO/ "ELA�STOMERIC" ALL EXf'06ED WD. TO BE 6M0071-I E P�4INTEDC0�4TING- o, PL�o.\-TILM A 4 SCALE: ,r��� : ,�-o�� � L4UNX�LrlOIS%Y fw%1"�. 1 LOW --RISE RESIDENTIAL BUILDINGS MANDATORY FEATURES AND DEVICES Section 150. Any new low-rise residential building shall meet the following requirements: (a) Ceiling Insulation. The opaque portions of ceilings separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either 1 or 2 below: 1. Ceilings shall be insulated between framing members with insulation resulting in an installed thermal resistance of R-19 or greater for the insulation alone. ALTERNATIVE to Section 150(o)1.: Insulation which is not penetrated by framing members may meet an R-value equivalent to installing R-19 insulation between framing members and accounting for the thermal effects of framing members. 2. The weighted average U-value of ceilings shall not exceed the U--value that would result from installing R-19 insulations between framing members in the entire ceiling and accounting for the effects of framing members. (b) Loose Fill Insulation. When loose fill insulation is installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's installed design weight per square foot at the manufacturer's labeled R-value. (c) Wail Insulation. The opaque portions of frame walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either 1 or 2 below: 1. Framed walls shall be insulated between framing members with insulation having an installed thermal resistance of R-13 or greater. Framed foundation walls of heated basements or heated crawl spaces shall be insulated above the adjace nt outside ground line with insulation having an installed thermal resistance of at least R-13. ALTERNATIVE to Section 150(c)1.: Insulation which is not penetrated by framing members may meet an R-value equivalent to installing R-13 insulation between framing members and accounting for the thermal effects of framing members. 2. The weighted average U-value of walls shall not exceed the U-value that would result from installing R-13 insulation between framing members and accounting for the effects of framing members. (d) Raised Floor Insulation Concrete raised floors over unconditioned space shall be insulated to on installed thermal resistance of at least R- 8. All other raised floors separating conditioned space from unconditioned space shall meet the requir ements of either 1 or 2 below: 1. Floors shall be insulated between framing members with insulation having an installed thermal resistance of R-13 or greater 2. The weighted average U-value of floor assemblies shall not exceed the U-value that would result from installing R-13 insulation between framing members and accounting for the effects of framing members. Alternative to Section 150(d)1. and 2.: Raised floor insulation may be omitted if the foundation walls are insulated to meet the wall insulation minimums shown in Tables No. 1-Z1 through 1-Z16, a vapor barrier is placed over the entire floor of the crawl space, and vents are fitted with automatically operated louvers that are temperature actuated. (e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. If a masonry or factory -built fireplace is installed, it shall have the following: A. Closable metal or glass doors covering the entire opening of the firebox; B. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least 6-square inches in area and is equipped with a readily accessible, operable, and tight -fighting damper or combustion air control device; and EXCEPTION to Section 150(e)1.B: An outside combustion air intake is not required if the fireplace will be installed over concrete slob flooring and the fireplace will not be located on an exterior wail. C. A flue damper with a readily accessible control. EXCEPTION to Section 150(e)1.C.: When a gas log, log lighter, or decorative gas appliance is installed in a fireplace, the flue damper shall be blocked open if required by the manufacturer's installation instruction or the State Mechanical Code. 2. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, is prohibited. (f) If an infiltration barrier is installed to meet the requirements of Section 151, it must have an air porosity of less than 5 ft per hour per square foot per inch of mercury pressure difference when tested in accordance with the requirements of ASTM E-283-84. If a vapor barrier functions as an infiltration barrier it shall be located on the conditioned side of the exterior framing. (g) Vapor Barriers. In Climate Zones 14 and 16, a vapor barrier shall be installed on the conditioned space side of ail insulation in all exterior walls, unwanted attics, and unwanted crawl spaces to protect insulation from condensation. If a building has a control ventilation crawl space, a vapor barrier shall be placed over the earth floor of the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the ALTERNATIVE to Section 150(d). (h) Space Conditioning Equipment 1. Building design heat loss rate and design heat gain rate, shall be determined using a method based on any of the following: A. The American Society of Heating, Refrigeration, and Air -Conditioning Engineers (ASHRAE) Handbook and Product Directory, Equipment Volume (1988), Systems and Applications Volume (1987), and Fundamentals Volume (1989), or B. The Sheet Metal Air Conditioning Contractors National Association (SMACNA) Load Calculation Manual, or C. The Air Conditioning Contractors Of America (ACCA) Manual J. The design heat loss rate and design heat gain rate are two of the criteria that shall be used for equipment sizing and selection. NOTE to Section 150(h)1.: Heating Systems must meet the minimum heating capacity required by UBC Section 1212. The furnace output capacity and other specifications are published in the Commission's directory of certified equipment or other directories approved by the Commission. 2. Design Conditions. For the purpose of sizing the space conditioning (HVAC) system, the indoor design temperatures shall be 70 degrees Fahrenheit for heating and 78 degrees for cooling. The outdoor design temperatures shall be those listed in the 0.2 per cent Winter Dry Bulb column for heating and the 0.5 percent Summer Dry Bulb and the 0.5 percent Wet Bulb columns for Cooling, based on percent of year in ASHRAE publication SPPCDX: Climate Data for Region X, Arizona, California, Hawaii and Nevada, 19 82. (i) Setback Thermostats All heating and/or cooling systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism approved by the Executive Director that shuts the system off during periods of non --use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24 hours. EXCEPTION to Section 150(i): Gravity gas wail heaters, gravity floor heaters, gravity room heaters, non -central electric heaters, room air conditioners, and room air conditioner heat pumps need not comply with this requirement. Additionally, room air conditioner heat pumps need not comply with Section 112(b). The resulting increase in energy use due to elimination of the setback thermostat shall be factored into the compliance analysis in accordance with a method prescribed by the Executive Director. (j) Pipe and Tank Systems 1. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water heating systems, shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. 2. Piping, whether buried or unburied, for recirculating sections of domestic hot water systems, piping from the heating source to the storage tank for an indirect -fired domestic water heating system, cooling system piping below 55 degrees Fahrenheit, and the first five feet of hot and cold water pipes from the storage tank for non - recirculating systems shall be thermally insulated in accordance with Table No. 1-S. EXCEPTIONS to Section 1500)2: The following piping does not have to thermally insulated: (1)factory-installed piping within space conditioning equipment; (2) piping that conveys fluids that have a design operating temperature range between 55 degrees and 105 degrees Fahrenheit, (3) gas piping; (4) cold domestic water piping; (5) drains, vents, and waste piping. 3. Solar water heating systems and or collectors shall be certified by the Solar Rating and Certification Corporation. (k) Lighting. 1. Luminaires for general lighting in kitchens shall have lamps with an efficacy of not less than 40 lumens per watt. A tuminaire which is the only lighting in a kitchen shall be considered general lighting. General lighting shall be controlled by the most accessible switch(es) in the kitchen. Additional luminaires to used only for specific decorative effects need not meet this requirement. 2. Each room containing a water closet shall have at least one tuminaire with lamps with an efficacy of not less than 40 lumens per watt. If there is more than one tuminaire in the room, the high efficacy tuminaire shall be switched at an entrance to the room. Alternative to Section 150(k)2.: The efficacy requirement may be met by installing the tuminaire meeting this requirement in a adjacent room that has complementary plumbing fixtures. 3. Luminaires installed to meet the 40 lumens per watt requirements of Section 150(k)1. or 2. shall not contain medium base incandescent lamp sockets, and shall be on separate switches from any incandescent lighting. 4. All incandescent lighting fixtures recessed into insulated ceilings shall be approved for zero -clearance insulation cover (I.C.) by Underwriters Laboratories or other testing/roting laboratories recognized by the International Conference of Building Officials. (1) Slab Edge insulation. Material used for slab insulation shall meet the following minimum specifications: 1. Water absorption rate no greater than 0.3 percent when tested in accordance with ASTM-C-271. 2. Water vapor permeance no greater than 2.0 perm/inch when tested in accordance with ASTM-E-96-90. 3. Concrete slab perimeter insulation must be protected from physical damage and ultra violet light deterioration. (m) Ducts and Fans. 1. Air handling duct systems shrill be installed and sealed to meet the requirement of UMC Sections 1002 and 1004. Portions conveying conditioned air shall either be insulated to a minimum installed level of R-4.2 (or any higher level req uired by UMC, Section 1005) or be enclosed entirely in conditioned space. 2. All duct insulation product R-values shall be based on insulation only (excluding air films, vapor barriers, or other duct components) and tested C-values at 75oF mean temperatures at the installed thickness, in accordance with ASTM C 518-85 or ASTM C177-85, and certified pursuant to Section 118. 3. The installed thickness of duct insulation used to determine it's R-value shall be determined as follows: A. For duct board, duct liner and foctory-made rigid ducts not normally subjected to compression, the nominal thickness shall be used. B. For duct wrap, installed thickness shall be assumed to be 75 percent (25 percent compression) of nominal thickness. C. For factory -made flexible air ducts, the installed thickness shall be determined by dividing the difference between the actual outside diameter and nominal inside diameter by 2. 4. Insulated flexible duct products installed to meet this requirement must include labels, in maximum intervals of 10 feet, showing the thermal performance R-value for the duct insulation itself (excluding air films, vapor barriers, or other duct components), based on the tests in Section 150(m)2. and the installed thickness determined by Section 150(m)3.C. 5. All fan systems, regardless of volumetric capacity, that exhaust air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. 6. All gravity ventilating systems that serve conditioned space shall be provided with either automatic or readily accessible, manually operated dampers in all openings to the outside except combustion inlet and outlet air openings and elevator shafts. EXCEPTION to Section 150(m)1.: The requirements do not apply to ducts and fons integral to a wood heater or fireplace. NOTE: Lowrise residential buildings svb9*ect to the Standards must contain these measures regardless of iw; compliance approach used. items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. Nhhen this checklist Is Incorporated into the permit documents, the features noted shall be considered by ail parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on the checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DE50R.iPT1ON DE5IGNE11Z ENFORCEMENT Building Envelope Measures: * S 150(o): Minimum R.--lcl cel ling Insulation. V/ S I50(b): Loose fill Insulation manufacturer's labeled R-Value. N/A * g 150(c): Minimum R-15 wail Insulation in wood framed walls or egvivalent U-Valve in metal frame walls (does not apply to exterior mass walls). V/ * g 150(d). Minimum R-15 raised floor Insulation in framed floors g 150(l): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 910: In5vlotion 5pecifled or installed meets insvatlon duality standards. indicate type and form. V/ g 116-t?: Fenestration Products, Exterior Doors, and Infiltration/ Exfiltrotion Controls 1. Doors and windows between conditioned spaces designed to limit air leakage. 2. Fenestration products (except field-foricated) have label with certified U-Factor, certified 5H60 and infiltration certification. 5. Exterior doors and windows weather stripped; all joints and penetrations caulked and sealed. ✓ I50(g):Vapor barriers mandatory In Climate Zones 14 and 16 only. N/A g 150(f):5peclol infiltration barrier installed to comply with 915i meets Commission duality standards. N/A g150(e):Instal lotion of Fireplaces, Decorative 605 Appliances and Logs 1. Masonry and factory -built fireplaces have: a.Gtoseable metal or 91055 door b.Outside air intake with damper and control c.Flue damper and control 2. No continuous burning a5 pilot li hts allowed. ✓ Space Condltloning, Hater Heating and Plumbing System Measures: S i 10-13: HVAC equipment, water heaters, showerheads and faucets certified by the CommI551on. ✓ g 150(h):Heating and/or cooling loads calculated in accordance with A5HRAE, 5MACNA or ALGA. S 150(0.5etbock thermostat on all applicable heating and/or cooling systems. 9 150(j):Pipe and tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.55 must be wrapped externally with insulation having a thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Sack -up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-I6 combined internal/external Insulation. 4. All buried or exposed piping Insulated In recirculating sections of hot water systems. 5. Cooling system piping below 55 F Insulated. 6. Piping insulated between heating source and indirect hot water tank. v` g 150W. Ducts and Fans 1. All ducts and plemums Installed, sealed and insulated to meet the requirements of the laa8 CMG Sections 601, 603, 604, and Standard 6-5; ducts insulated to a minimum installed level of R-4 or enclosed entirely in conditioned space. Openings shall be Sealed with mastic, tape, aerosol Sealant, or other duct-closvre system that meets the applicable requirements of UL 151, UL 151A, or UL 151B. If mastic or tape 15 used to seal openings greater that 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 duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape 15 used in combination with mastic and drowbonde. 2. Exhaust fan systems have back draft or automatic dampers. 3. &ro,,/ity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. V/ g ll4:Pool and Spa Heating Systems and Equipment. 1. System is certified with -75% thermal efficiency,on-off switch, weatherproof operating Instructions, no electric resistance heating and no pilot light. 2. System Is installed with: a.At least 36" of pipe between filter and heater for future solar heating. b.Cover for outdoor pools and outdoor spas. 3. Fool system has directional Inlets and a circulation pump switch. N/A 9115.Oas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exce Lion: Non -electrical cooking appliances with pilot < 150 Stu/hr) V/ Lighting Measures: 9150(k)1:Luminairee, for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at on entrance to the kitchen 9150(1102:1R,Aoms with a shower or bathtub must have either at least one luminaire with lamps with on efficacy of 40 lumens/watt or greater Switched at the entrance to the room or one of the alternatives to this requirement allowed In Sec. 150(k)2.; and recessed ceiling fixtures are 10 (insulation cover) approved. i/ January 4, 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... THE ALEX RESIDENCE Date..02/03/03 11:18:03 Project Address........ 1132 W. SHARON RED. *******--------------------- SANTA ANA, CA *v6.01* 1 1 Documentation Author... PAUL KANDARIAN ******* I Building Permit # I Southland Energy Consultants 1 1 1491 Glenneyre St 1 Plan Check / Date I Laguna Beach, CA 92651 1 1 949-497-3591 1 Field Check/ Date I Climate Zone........... 08--------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 1 MICROPAS6 v6.01 File-ALE2 Wth-CTZ08S92 Program -FORM CF-1R { 1 User#-MP0298 User -Southland Energy Consulta Run -EXISTING PLUS ADDITION 1 _________________________________._________-__-___________---------___---------- GENERAL INFORMATION Conditioned Floor Area..... 3911 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.5 a of floor area Average Glazing U-factor... 0.75 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 9 ft BUILDING SHELLINSULATION Component - Frame Cavity Sheathing - Total Assembly Type Type R-value R-value R-value U-factor Location/Comments Wall Wood R-0 R-0 R-0 0.386 Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-0 R-0 R-0 0.299 Roof Wood R-19 R-0 R-19 0.051 Floor Wood R-0 R-0 R-0 0.097 Door n/a R-0 R-n/a R-0 0.330 Solid Wood S1abEdge n/a R-0 R-n/a F2=0.720 To Outside FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (N) 124.0 0.990 0.740 Standard Standard None Window Front (N) 46.0 0.470 0.650 Standard Standard None Window Left (E) 27.0 0.990 0.740 Standard Standard None Window Left (E) 95.0 0.470 0.650 Standard Standard None Door Left (E) 88.0 0.990 0.740 Standard Standard None Window Back (S) 51.0 0.990 0.740 Standard Standard None Door Back (S) 80.0 0.990 0.740 Standard Standard None Window Back (S) 74.0 0.470 0.650 Standard Standard None Window Right (W) 10.0 0.920 0.740 Standard Standard None Window Right (W) 112.0 0.470 0.650 Standard Standard None Skylight Horz 16.0 0.800 0.730 None None None SLAB SURFACES ------------- Area Slab Type (sf) Standard Slab 2922 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ____________ Efficiency Airflow Location R-value Leakage D ____________ _______ ___________ ______________ ______ Type __________ Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ____________ Heater Type Distribution Type System Factor (gal) ___________ ___________________ R-value ______ ________ ______ Instantaneou Gas Recirc/TimeTemp 1 n/a n/a __________ R-n/a WATER HEATING SYSTEMS DETAIL ---------------------------- Standby Internal Tank Recovery Rated Loss Insulation Pilot System ____________ Efficiency Input Fraction R-value ____________ ____________ _________________________ Light _______ Instantaneo 0.823 n/a n/a R- n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** ----------------------------------------- Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- This building incorporates non-standard Water Heating System REMARKS FRONT: STREET FACADE. CEC DEFAULT U-VALUES USED. NO FORMS 3R REQUIRED. FAU: DOWN-BDP#373L060090 89 KBTUH .80 AFUE FAU: UP-BDP#373L024035 35 KBTUH .80 AFUE A/C: DOWN-BDP#561C-060 60 KBTUH. 10.0 SEER A/C: N/A OR DOWN-BDP#561C-024 24 KBTUH 10.0 SEER WH: INSTANT GAS TAKAGI OR APPROVED EQUAL. COMPLIANCESTATEMENT - This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California 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 Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... ROSA BALSERA Name.... PAUL KANDARIAN Company. ARCHITECT Company. Southland Energy Consultants Address. 2042 S. CAPELLA COURT Address. 1491 Glenneyre St COSTA MESA, CA 92626 Laguna Beach, CA 92651 Phone... 714-546-6277 Phone... 949-497-3591 License. �:�•n' Signed.r!'� • Z �'�► �,'► Signed.. 4 ( ate) (date) ENFORCEMENT AGENCY Name.... Title... ' Agency .. s �' rr Phone... Signed.. _*4km1a Asodaftn (date) 03 0Z tj> E -•- 4 t�i_ is ow 01 a d] X NZ �_ QW U v-s *ZJU C4 !ii OR (� _r �.0 iu -L 0 CD �- ( `t cu _ n�. LU man ILI Ulf I" W U_ IN _P DRAWN L.K. CHECKED P.K. DATE 2/3/03 SCALE NT5. JOB NO. SHEET (W SHEETS GENERAL 1.0 WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 1.1 THESE 6ENERAL REQUIREMENTS UNLE55 OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1.2 UNIFORM BUILDING CODE, 2001GBG 1.3 ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAW5, REGULATIONS AND PROTECTIVE COVENANTS 6OVERNIN6 THE SITE OF WORK. 1.4 STANDARD SPECIFICATIONS OF A5TM AS NOTED HEREIN ARE REQUIRED BY THE BUILDING GORE OR 2001GBG 2.0 IN CASE OF CONFLICT, THE MORE 5TRIN6ENT REQUIREMENT SHALL GOVERN. 3.0 ON SITE VERIFICATION OF ALL DIMEN5ION5 AND GONDITION5 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND 5U8-GONTRAGTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE OF DRAWINGS. 4.0 EN6INEER OR ARCHITECT OF RECORD I5 TO BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR SHOULD ANY QUESTION ARISE PERTAINING THE WORKING DRAWIN65 AND/OR SPECIFICATIONS. 5.0 NO DEVIATIONS FROM THESE REQUIREMENTS AND STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF 115D5". BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. 6.0 THE DESIGN, ADEQUAGY, AND SAFETY OF ERECTION BRAGIN6, SHORIN6, TEMPORARY SUPPORTS, ETC., I5 THE 50LE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR EN6INEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALL5, ROOF AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE: THE NEGE55ARY BRAGIN6 TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VI5IT5 TO THE SITE BY THE ARCHITECT OR STRUCTURAL EN6INEER SHALL NOT IMPLY THE A55UMPTION OF ANY RESPONSIBILITY IN THIS REGARD. -1.0 SPECIAL INSPECTION PER SEC. 1101.5 OF THE U.B.G. I5 REQUIRED A5 FOLLOWS: 7.1 ALL STRUCTURAL WELDIN6, INGLUDIN6 WELDIN6 OF REINFORGIN6 STEEL AND WELDIN6 OF STEEL DEGKIN6. 7.2 INSTALLATION AND TI6HTENIN6 OPERATIONS FOR ALL HI6H-5TREN6TH FR I GT I ON BOLT I N6 (A325F) . 7.5 INSTALLATION AND TI6HTENIN6 OPERATIONS FOR ALL HI6H-5TREN6TH ANCHOR BOLTS. 7.4 DURING THE TAKING OF TEST SPECIMENS AND PLAGIN6 OF ALL REINFORCED CONCRETE, WITH THE EXCEPTION OF FOUNDATION CONCRETE WHEN THE STRUCTURAL DESIGN 5TREN6TH 15 NO GREATER THAN F'G=2500 PSI. -7.5 DURIN6 THE PLACEMENT OF ALL MASONRY INDIGATED ON THE DRAWIN65 AS HAYING "SPECIAL INSPECTION". 7.6 DURING DRIVING AND TE5TIN6 OF PILES AND CONSTRUCTION OF GA5T-IN-PLAGE DRILLED PILES OR CAISSONS. STRU CTU RAL WOO D m 1.0 MINIMUM QUALITY: 1.1 ALL STRUCTURAL WOOD SHALL BE OF DOU6LA5 FIR LARCH SPECIES, (11% MAXIMUM MOISTURE CONTENT). 1.2 ALL MACHINE BOLTS SHALL CONFORM TO A5TM A307, UNLE55 OTHER- WI5E NOTED. 1.3 ALL NAILS SHALL BE SINKER NAILS, UNLE55 OTHERWISE NOTED. 1.4 CONTINUE PLYWOOD ROOF 5HEATHIN6 UNDER ALL CALIFORNIA FRAMIN6. 2.0 FRAMING 2.1 ALL FRAMIN6, BRACIN6, NAILIN6, NOTCHING, DRILLIN6 OR BORIN6 SHALL BE IN ACCORDANCE WITH 2O01GBC UNLESS MORE STRIN6ENT REQUIREMENTS ARE SPECIFIED. 2.2 AN AITG CERTIFICATE OF CONFORMANCE FOR GLUED -LAMINATED MEMBERS MUST BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION; ALSO, SHOULD HAVE MINIMUM 2400 PSI FLEXURAL STRESS, DF/DF-V4 WITH STANDARD CAMBER (U.N.O.) 2.3 ALL FOUNDATION PLATES OR SILLS AND 5LEEPER5 ON A CONCRETE OR MA50NRY SLAB, WHIGH I5 IN DIRECT CONTACT WITH EARTH, AND SILLS WHIGH REST ON CONCRETE OR MA50NRY FOUNDATION, SHALL BE PRE-55URE µ TREATED WOOD, ALL MARKED OR BRANDED BY AN APPROVED A6ENGY. 2.4 ALL FRAMIN6 CONNECTIONS SHALL BE "SIMPSON 5TRON6-TIE" AS SPECIFIED ON THE PLANS. GONNEGTOR5 BY MANUFACTURERS OTHER THAN 5IMP50N MAY BE USED PROVIDED THE CAPACITY MEETS OR EXCEEDS OF THE SPECIFIED 5IMP50N PART AND THERE I5 A CURRENT IGBO APPROVAL. THE CONTRACTOR I5 RESPONSIBLE FOR PROVIDIN6 A CONVERSION LIST REFLEGTIN6 THE ALLOWABLE LOAD5 AND THE ICBO NUMBER. 2.5 STUD WALL5 PERPENDICULAR TO A CONCRETE OR MA50NRY WALL SHALL BE BOLTED TO THE GONGRETE OR MA50NRY WALL WITH 1/2" DIAMETER X 8" A301 BOLTS AT TOP, MID-HEI6HT AND BOTTOM. 2.6 HOLES IN UNSEASONED LUMBER SHALL BE 1/32" TO 1/16" LAR6ER THAN THE BOLT. A WASHER NOT LESS THAN A STANDARD GUT WASHER, OR A METAL PLATE OR STRAP IN LIEU THEREOF, SHALL BE PLACED BETWEEN THE WOOD AND THE BOLT HEAD, AND BETWEEN THE WOOD AND THE NUT. 2.1 FRAMIN6 IN CONTACT WITH MA50NRY OR CONCRETE SHOULD BE PRE-55URE TREATED LUMBER OF SAME SPECIES. 2.8 STRUCTURAL INFORMATION SHOWN ON FRAMIN6 PLANS IS FOR THE MAIN STRUCTURAL ELEMENTS. NON-5TRUCTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED GODE REQUIREMENTS. 2.g CONVENTIONAL CONSTRUCTION REQUIREMENTS OF CHAPTER 23 FOR LI6HT FRAMED CONSTRUCTION SHOULD BE FOLLOWED AS REQUIRED. 2.10 WEIGHT OF THE ROOF 1S CONSIDERED A5 10 P5F MAX.(TOTAL ROOF DEAD LOAD OF 1g P5F). IF ROOFING MATERIAL EXCEEDS THIS LOAD,THE FRAMIN6 CONTRACTOR SHOULD NOTIFY "5D5" IN WRITING PRIOR TO CONSTRUCTION. 2.11 PROVIDE SOLID BLOGKIN6 UNDER BEARIN6 PERPENDICULAR HALLS AND DBL JOISTS UNDER BEARIN6 PARALLEL WALLS (U.N.O.). 2.12 TOP PLATES OF ALL WOOD STUD WALL5 TO CONSIST OF (2) 2X'5 THE SAME WIDTH AS THE STUDS UNLE55 OTHERWISE NOTED. TOP PLATES SHALL LAP A MINIMUM OF 48" AND BE SPLICED WITH NOT LESS THAN 6-16P NAILS SPACED NOT MORE THAN 12" ON CENTER. 2.13 ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END TO THE OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE FRAMIN6 SUCH THAT GONTINUITY OF SHEAR PANELS IS ASSURED. 2.14 AT ENDS OF SHEAR PANELS WITH POSTS, 5HEATHIN6 MATERIAL (I.E., DRYWALL OR PLYWOOD) SHALL BE E96E NAILED TO POSTS. 2.15 ALL LEDGERS SHALL BE 5PLIGED WITH 5IMP50N 5T18 STRAP, (U.N.O.). 2.16 ALL SHEAR TRANSFER NAILIN6 SHALL BE PER DRAWINGS, AND THE CONTRACTOR y SHALL PROVIDE PROPER NOTIFICATION FOR INSPECTIONS TO REVIEW SAME. 2.17 PROVIDE POSTS AT LOWER FLOOR UNDER P05T OR MULTIPLE 5TUD5 ABOVE. PROVIDE FULL WIDTH AND DEPTH COMPRESSION BLOCK BETWEEN FLOORS AT SUCH LOCATIONS. 2.18 ALL JOI5T HANGERS SHALL BE 5IMP50N U HANGER, ALL BEAM HAN6ER5 SHALL BE SIMPSON HU HANGERS U.N.O. ON PLAN OR DETAIL. 2.iq IF A DOUBLE SILL PLATE I5 USED AT LI6HT-WEI6HT CONCRETE FLOORIN6, THEN THE FRAMIN6 CONTRACTOR SHALL APPLY SILL PLATE NAILIN6 TO BOTH SILL PLATES. 3.0 TRU55E5 3.1 WOOD TRU55 MANUFACTURER SHALL SUPPLY TO THE EN61NEER AND THE BUILDING DEPARTMENT GALCLUATION5 AND SHOP DRAWINGS FOR APPROVAL OF DESIGN LOADS, CONFIGURATION (2 OR 3 POINT BEARIN6), AND SHEAR TRANSFER, PRIOR TO FABRICATION. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 3.2 TRUSSES SHALL BE DESIGNED IN AGGORDANGE WITH THE LATEST LOCAL BUILDIN6 CODE FOR ALL LOADS IMPOSED, INGLUDIN6 LATERAL LOAD5 AND MECHANICAL EQUIPMENT LOADS. 3.3 ALL CONNECTIONS INVOLVIN6 TRUSSES SHALL BE I.G.B.O. APPROVED AND OF ADEQUATE 5TREN6TH TO RESIST STRESSES DUE TO 'THE LOADINGS INVOLVED AND SHALL BE DE5I6NED AND SPECIFIED BY THE TRU55 MANUFACTURER. 3.4 DEAD LOAD AND LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240, AND 1-/360, RESPECTIVELY ( U . N . 0 ) . 3.5 GRO55 BRID6IN6 AND/OR BRAGIN6 SHALL BE PROVIDED AND DETAILED BY TRU55 MANUFACTURER A5 REQUIRED TO ADEQUATELY BRACE ALL TRU55E5. 3.6 TRU55 MANUFACTURER TO PROVIDE DETAILS WHIGH ALLOW FOR NORMAL DEFLECTION WITHOUT IMP05IN6 LATERAL LOADS ON THEIR 5UPPORT5 (I.E., SoI55OR TRU55E5). 3.7 TRU55 MANUFACTURER IS REPON5IBLE FOR PROVIDING ADDITIONAL SHEAR AND DRAG TRU55E5 A5 SHOWN ON THE FRAMIN6 PLAN. 3.8 TRU55 MANUFACTURER IS RESPONSIBLE FOR REVIEWIN6 FRAMIN6 PLANS AND STRUCTURAL DETAILS PRIOR TO FABRICATION OF TRUSSES AND 5PEGIFYIN6 HAN6ER5. 4.0 ROOF AND FLOOR 5HEATHIN6: 4.1 PLACE 5HEATHIN6 PERPENDICULAR TO JOISTS WITH 'loll FACE DOWN. 4.2 THE SPACING IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH THE PANELS ARE APPLIED SHALL NOT EXCEED THE SPAN RATIN6 STAMPED ON THE PANELS. 4.3 ALL PANELS SHALL BE IDENTIFIELD WITH THE APPROPRIATE 6RADE MARK OF THE A.P.A. OR D. F. P. A. 4.4 IT I5 RECOMMENDED, BUT NOT REQUIRED, THAT THE FLOOR 5HEATHIN6 BE GLUED TO THE JOI5T5 TO HELP ELIMINATE SQUEAKIN6. 4.5 ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWIN6 AGENCIES APA, PF5/ TEGO OR PIT5BUR6. 4.6 REFER TO THE FRAMIN6 PLANS FOR FURTHER FLOOR/ ROOF 5HEATHIN6 INFORMATION. 5.0-SAWN LUMBER 5.1 ALL 5AWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING OR6ANIZATION5: (STANDARD GRADING RULES #16) - W.W.P.A. (STANDARD GRADING RULES ) N.L.6.A. (STANDARD 6RADIN6 RULES FOR CANADIAN LUMBER, U.S. EDITION) 5.2 ALL 5AWN LUMBER SHALL BE DOU6LA5 FIR -LARCH. 5.3 ALL SAWN LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT IN USE ( AT THE TIME THE STRUCTURE I5 WRAPPED) SHALL NOT EXCEED iq PERCENT, REGARDLESS OF THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE. 5.4 SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM 6RADE5 (U.N.0.): - ALL 4X12 4 SMALLER FRAMING MEMBERS.................................#2 - ALL 4X141 4X16, 6X $ 8X FRAMIN6 MEMBERS ............................ #1 - 4X4 P05T5 ...................................................STANDARD - ALL OTHER POSTS AND TIMBER5....................................... #1 - ALL 2X JOI5T5 AND RAFTERS .......................#2 - ALL 2X 4 3X STUDS (UNBRACED LENGTH UP TO 10') ..,.......STUD OR STANDARD - ALL 2X 4 3X 5TUD5 (UNBRACED LENGTH EXGEEDIN6 10') .................#2 - ALL 2X TOP PLATES ...........................................STANDARD - ALL 2X AND 3X SILL5.................................... ....STANDARD - MANUF. TRU55 GOMPONENT5 ...............GRADE PER MANUF. (D.F.-LARCH ONLY) 5.5 ALL SILL PLATES RESTING ON CONCRETE OR MASONRY TO BE PRESSURE TREATED DOUGLAS FIR. STRUCTURAL STEEL 1. STRUGTURAL STEEL SHALL GONFORM TO A.5.T.M. A-36, U.N.O. 2. STEEL PIPE SHALL CONFORM TO A.5.T.M. A-53, 6RADE B. 3. STEEL TUBING SHALL CONFORM TO A.5.T.M. A-501 OR A-500, GRADE B. 4. STEEL PLATES SHALL CONFORM TO A.5.T.M. A-282, GRADE A. 5. MACHINE BOLTS AND ANCHOR BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.5.T.M. A-307 , U.N.O. ON PLANS. 6. LIGHT CA. GOLD FORMED STEEL MEMBERS SHALL CONFORM TO A.5.T.M. A-441. 7. HI -TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS, SHALL BE OF FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER OR 6ALVANIZIN6 BETWEEN THE CONTACT SURFACES. HI -TENSILE BOLTS SHALL CONFORM TO A.5.T.M. A-325, U.N.O. 8. HELP IN6 OF STRUCTURAL STEEL SHALL CONFORM TO A.W.5. D1.1 USIN6 APPROVED E70XX ELECTRODES. g. ALL WELDIN6 SHALL BE PERFORMED BY A CERTIFIED WELDER U5IN6 THE ELECTRIC SHIELDED ARC PROCE55 AT LICENSED SHOPS, OR OTHERWI5E APPROVED BY THE LOCAL BUILDIN6 DEPARTMENT. 10. CONTINUOUS INSPECTION I5 REQUIRED FOR ALL FIELD WELDIN6 11. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP 6ALVANIZED AFTER FABRICATION, OR OTHER APPROVED WEATHER PROOFING METHODS MAY BE USED. 12. WHERE FINISH IS ATTACHED TO STEEL, PROVIDE 1/2" DIA. BOLT HOLES @ 36" O.G., U.N.O., FOR ATTACHMENT OF NAILER5. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. (ALTERNATE-1/2" VIA. X 3" NEL50N 5TUD5 ® 36" O.G.). 13. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATIONS FOR THE DE5I6N, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING" BY A.I.5.G. 14. ALL GROUT UNDER STEEL BEARIN6 PLATES SHALL BE SOLID DRY PACK OR NON -SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER. 15. STEEL IS TO BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR. 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND COMMENT PRIOR TO FABRICATION. REINFORCED CONCRETE 1.0 6ENERAL: 1.1 ALL REINFORCED CONCRETE MATERIALS AND GON5TRUGTION SHALL CONFORM TO CHAP. Iq, GBG 1.2 ALL REINFORGIN6, DOWELS, HOLDOWN5, AND OTHER INSERT5 SHALL BE SECURED IN P05ITION AND APPROVED BY THE LOCAL BUILDIN6 OFFICIAL PRIOR TO POURING GONG. 2.0 MATERIALS: 2.1 CEMENT SHALL CONFORM TO U.B.G. 1Q03.2 OF 20010BG AND SHALL CORRESPOND TO THAT ON WHIGH THE SELECTION OF CONCRETE PROPERTIES WERE BASED. 2.2 CONCRETE A66RE6ATE5 SHALL CONFORM TO 2001GBG 1g03.3.3 2.3 USE TYPE V CEMENT FOR CONCRETE IN CONTACT WITH 50IL CONTAINING SULFATE. (MIN. F'G =4500 PSI, 28 DAYS), PROVIDE SPECIAL INSPECTION WHERE F'G 6REATER THAN 2500.00 PSI. 2.4 REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 FOR 5IZE5 #3 AND #4 AND 6RADE 60 FOR 5IZE5 #5 AND LARGER 3.0 5TREN6TH: 3.1 CONCRETE SHALL BE PROPORTIONED TO PROVIDE A MINIMUM COMPRESSIVE 5TREN6TH, F'C, EQUAL TO 2500 PSI (28 DAYS), UNLE55 NOTED OTHERWI5E. 4.0 REINFORGIN6 STEEL: 4.1 ALL REINFORCING STEEL SHALL CONFORM TO A.5.T.M. A-615-40 FOR #5 BARS AND SMALLER. 4.2 ALL REINFORGIN6 STEEL SHALL CONFORM TO A.5.T.M. A-615-60 FOR #6 BARS AND LAR6ER 4.3 ALL WELDED WIRE FABRIC TO CONFORM TO A.5.T.M. A-185. LAP TO 1-1/2 5PAGE5, 12" MINIMUM. (YIELD 5TREN6TH = 60 K50 4.4 REINFORGIN6 DETAILIN6, BEND IN6, AND PLAGIN6 SHALL CONFORM TO A.G.I. 315. 4.5 HELD IN6 OF REINFORCING 5TEEL 5HALL GONFROM TO THE CURRENT A.IN. 5. 5TANDARD5 U5IN6 PROPER LOW HYDR06EN WELDIN6 RODS. 4.6 THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORGIN6 STEEL AND FACE OF GONGRETE SHALL BE MAINTAINED UNLE55 NOTED OTHERWI5E ON PLANS. - 5LAB5 ON GRADE ...............................CENTER OF SLAB - CONCRETE BELOW GRADE, FORMED ...................... ......2" - CONCRETE BELOW GRADE, UNFORMED (POURED A6IN5T EARTH) ....3" - CONCRETE EXP05ED TO WEATHER ..........................1/2" - HALLS ....................................................I - GOLUMN5 AND BEAMS TO MAIN BARS ......................2" 4.7 ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) AT ALL 5PLIGE5, U.N.O. 4.8 5PLIGE5 OF HORIZONTAL REBAR IN WALL5 AND FOOT IN65 SHALL BE STAGGERED 4'-0" MINIMUM. 4.q ALL BARS IN MA50NRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES, U.N.O. 4.10 PROVIDE DOWELS IN FOOT IN65 AND/OR GRADE BEAMS THE SAME 5IZE AND NUMBER AS VERTICAL WALL OR GOLUMN REINFORGIN6. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP 5PLIGE, U.N.O. 4.11 #5 OR LARGER BARS SHALL BE RE -BENT WITHOUT APPROVAL OF THE ENGINEER. ALL BAR BEN05 SHALL BE MADE GOLD. 4.12 ALL REINFORCING STEEL ANCHOR BOLTS, DOWELS, 4 INSERTS SHALL BE WELL SECURED IN P05ITION PRIOR TO INSPECTION AND PLAGIN6 OF CONCRETE OR GROUTING MASONRY. 4.12 VERTICAL BARS IN WALL SHALL BE ACCURATELY P05ITIONED AT THE CENTER OF THE WALL, U.N.O., AND TIED INTO P051TION AT THE TOP AND BOTTOM AND AT INTERVAL5 NOT EXGEEDIN6 lag BAR DIAMETERS. CONCRETE MASONRY 1.0 6ENERAL: 1.1 CONCRETE MA50NW MATERIAL5 AND CONSTRUCTION SHALL COMPLY WITH 200165E CHAPTER 21. 2.0 MATERIALS: 2.1 ALL MATERIALS MAKING UP FINISHED CONCRETE MASONRY GONSTRUCTION SHALL CONFIRM TO STANDARDS REQUIRED BY SEC. 2102, 2001GBG 2.2 MORTAR SHALL BE TYPE M OR 5 AS APPLICABLE AND SHALL BE PROPORTIONED PER TABLE 21-A, U.B.G.AND IN CONFORMANCE WITH A5TM G270, MORTAR FOR UNIT MA50NRTY 2.3 GROUT SHALL HAVE INGREDIENTS PROPORTIONED PER TABLE NO. 21-6, 2001CBG AND IN ACCORDANCE TO A5TM 6476 GROUT FOR MA50NRY AND ATTAIN A MINIMUM COMPRESSION 5TREN6T AT 28 DAYS OF 2000 PSI OR THE REQUIRED WMPRE55IVE 5TREN6TH OF THE CONCRETE MA50NRY UNITS WHIGH EVER I5 6REATER. 2.4 CONCRETE MA50NRY UNITS FOR LOAD BEARIN6 5Y5TEM5 MAY BE CONCRETE BRICK AS SPECIFIED BY A5TM 055, SPECIFICATIONS FOR CNOGRETE BUILDING BRICK. 2.5 GRADE N CONCRETE BRICKS ARE FOR USE AS VENEER AND FAGIN6 LIMITS IN EXT. WALL5 2.6 GRADE 5 CONCRETE BRICKS ARE FOR GENERAL USE WHERE MODERATE 5TREN6TH AND RESISTANCE TO FR05T ACTION AND MOISTURE PENETRATION IS REQUIRED. 3.0 5TREN6TH: 3.1 THE SPECIFIED GOMPRES5IVE 5TREN6TH OF MA50NRY, F'M, SHALL BE 1500 PSI, ( U.N.0.). IF HIGHER F'M 15 NOTED, IT SHALL BE VERIFIED BY PRI5M TESTS A5 PER SECTION 2105. 3.2 REINFORGIN6 SHALL HAVE A SPECIFIED YIELD 5TREN6TH, FY, OF 40,000 P5I, ( U.N.0.). F'OUNDA"TION 1.0 FOUNDATION PLATES: 1.1 FOUNDATION PLATES OR 5ILL5 SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LE55 THAN 5/8" NOMINAL DIAMETER STEEL BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND 5PAGED NOT MORE THAN 72" APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EAGH END OF OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE, USE 2 1/211X2 1/2"XI/4" SQUARE WASHERS. FOUNDATION PLATES AND 5ILL5 SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION 2306 OF 2001013C 1.2 ALL INTERIOR HALLS NON SHEAR HALLS TO HAVE HILTI X-DNI (WITH A MINIMUM PENETRATION OF 1-1/4" INTO SLAB) AT 24" ON CENTER ( U.N.O.), TO BE INSTALLED IN ACCORDANCE WITH IGBO #2388, NOVEMBER 1gg5. THE ACTUAL SLAB THIGKNE55 SHALL BE MIN. 3 1/2". 2.0 HOLDOWN5: 2.1 CONCRETE CONTRACTOR TO VERIFY LOCATION OF HOLDOWN5 AND ANCHOR BOLTS WITH ROU6H FRAMING TO A55URE PROPER AND ACCURATE INSTALLATION, WITH THE FRAMING CONTRACTOR. 2.2 ALL HD'5, HDA'5, PA15, HPA15, HPAH92215 AND MPA15, ARE TO BE INSTALLED AGGORDIN6 TO 5IMP50N 5TRON6 TIE SPECS. AND THE REQMT5. OF IGBO REPORTS # 1211AND #4g35. 2.3 ALL HOLDOWN ANCHORS MUST BE TIED I PLACE PRIOR TO FOUNDATION INSPECTION. 2.4 PROVIDE (1) #4 REINFORGIN6 BAR TOP 4 BOTTOM 0 ALL GONTINU05 FOOT IN6, ( U.N.0.). 2.5 MPA'5 AND HPAH922'5 SHALL BE INSTALLED IN FOOTINGS HAVING A MIN. 8" WIDTH ( U.N.0.). 3.0 ELECTRICAL GROUND: 3.1 PROVIDE ONE EXTRA #4 BAR IN FOUNDATION FOR ELECTRICAL GROUND AND LOCATION BY THE CONTRACTOR. 4.0 SOILS: 501L BEARIN6 PRE55URE I5 ASSUMED TO BE ( 1,000 psf ). 1. A.B. ANCHOR BOLT 51. INT. INTERIOR 2. ADDT'L ADDITIONAL 52. J5T. JOIST 3. ADJ. ADJACENT 53. K.P. KING POST 4. ABV. ABOVE 54. K.P05T KING P05T 5. ALT. ALTERNATE 55. K.5. KING STUD 6. ARCH. ARCHITECTURAL 56. K.STUD KIN6 STUD 1 B. 0. BOTTOM CHORD 57. L.V.L. LAMINATED VENEER LUMBER 8. BD. BOARD 58. MANUF. MANUFACTURER q. BLO'6 BUILDING 5q. MAX. MAXIMUM 10. BLK'6 BLOGKIN6 60. M.B. MACHINE BOLT 11. BLW. BELOW 61. MIN. MINIMUM 12. BM. BEAM 62. M=L MIRGOLAM (TJM) 13. BOTT. BOTTOM 63. MULT. MULTIPLE 14. BR'6 BEARING 64. N.T.5. NOT TO SCALE 15. CANT. CANTILEVER 65. 0/ OVER 16 G.J. GEILIN6 JOIST b6. O.G. ON CENTER 17. G.L. CENTER LINE 67. PERP. PERPENDICULAR 18. GL'6 GEILIN6 68. PAL PARALLAM (TJM) la. GL. CLEAR 6cf. P.5.L. PARALLEL STRAND LUMBER 20. COL. COLUMN 70. P.T. P05T TENSION 21. GONG. GONGRETE 71. PLT. PLATE 22. CONT. CONTINUOUS 72 PLYWD. PLYWOOD 23. DBL. DOUBLE 73. RAFT. RAFTER 24. PET. DETAIL 74. REINF. REINFORCEMENT 25. D.F. DOU6LA5 FIR 75. RF. ROOF 26. DIA. DIAMETER 76. REQ'D REQUIRED 27. DIM. DIMENSION 77. R/5 ROU6H SAWN 28. D.J. DECK JOIST "18. 5EL. SELECTED 2q . OP. DEEP -1cf. . 5HT' 6 5HEATHIN6 30. EA. EACH 80. SIM. SIMILAR 31. ELEV. ELEVATION 51. 5IMP. 5IMP50N 32. E.N. EDGE NAILING 82. 5LP'6 5LOPING 33. EQ. EQUAL 83. SPECS. SPECIFICATIONS 34. E/5 EACH SIDE 84. 50. SQUARE 35. E/W . EACH WAY 85. 5TA66. 5TA66ERED 36. EXT. EXTERIOR 86. 5TD. STANDARD 3-1. FDN. FOUNDATION 87. 5TL. STEEL 35. F. HT. FULL HEI6HT 88. 5TRUCT. STRUCTURE 3q . F . J . FLOOR JO I 5T 8q . T r1; B TOP t BOTTOM 40. FL. BM. FLUSH BEAM q0. T.G. TOP OF CURB 41. FLR. FLOOR CH. T46 TOUN6E 4 GROOVE 42. FRM'6 FRAMIN6 142. THK. THICK 43. FT'6 FOOTIN6 q3. TRIM. TRIMMER 44. 6A. GAUGE q4. T.5.L. TOP OF SLAB LEVEL 45. G.E.T. GABLE END TRU55 q5. TYP. TYPICAL 46. 6.L.B. 6LU-LAM BEAM q6. U.N.O. UNLE55 NOTED OTHERWI5E 47. 6.T. GIRDER TRU55 q7. VERT. VERTICAL 48. HOR. HEADER q8. W/ WITH 4g. HN6R. HANGER qg. W/O WITHOUT 50. HORIZ. HORIZONTAL FASTENER SCHEDULE ITEMS TO BE FASTENED FASTENER TYPE ROOF 5HEATHIN6 SD COMMON FLOOR 5HEATHIN6 109 COMMON ( DEFORMED SHANK) OR, #8 X 2" COARSE THREADED, YELLOW ZING, FLAT HEAD, WOOD 56REW5 3/8" SHEAR WALL 5HEATHIN6 SD COMMON OR 6ALVANIZED BOX 1/2" 5HEAR WALL 5HEATHIN6 109 COMMON OR GALVANIZED BOX 1/2" GYP. BOARD 59 COOLER OR WALL BOARD. 5/8" GYP. BOARD 60 COOLOER OR WALL BOARD STucco NO. 16 6AUA6E STAPLES (7/8" LEGS), OR NO. 11 6AU6E (1-1/2" LON6, 7/16" HEAD) HORIZONTAL STRAPS 100 COMMONS OR 16D 5INKER 2ND FLOOR HOLDOWN STRAPS (VERTICAL) 80 GOMMON5 (AT G5-16 STRAPS) IOP COMMON OR I6D 5INKER (ALL OTHERS) FOUNDATION HOLDOWN STRAP( VERTICAL) 169 COMMONS HAN6ER5 AS DIRECTED BY MANUFACTURER 50LE PLATES 169 5INKER OR 120 COMMON USG TABLE 23-1-0 A5 INDICATED ON TABLE 4 FOOTNOTES BOLTED CONNECTIONS A307 BOLTS W/ STANDARD GUT WA5HER5 MUD 5ILL5 "HILTI": 0.145" X 1.125" PENETRATION INTO CONCRETE, OR "ITW RAM5ET": 0.140" X 1" PENETRATION INTO CONCRETE 5EI5MIG/WIND CLIPS AS DIRECTED BY MANUFACTURER ITEMS NOT LISTED AS DIRECTED BY CODE AND/OR MANUF. SHEAR WALL SCHEDULE 2001 C. B. C/ SHEAR WALL SCHEDULE / (TABLE 23 - 11 - I - 1) MARK ALLOWABLE SHEAR SHEATHING AND NAILING ANCHOR BOLTS SILL PL. NAILING AT UPPER STORIES REMARKS 3/8" STRUCTURAL RATED (BLOCK ALL 260 #/FT EDGES) W/ 8d COMMON NAILS CAD 6" 5/8" A.B. 0 48" O.C. 16d 0 6" O.C. 16d SINKERS P6 E.N., 0 12" F.N. 3/8" STRUCTURAL RATED (BLOCK ALL 350 #/FT EDGES) W/ 8d COMMON NAILS 0 4" 5/8" A.B. 0 32" O.C. 16d CAD 4" O.C. 16d SINKERS P1+ E.N., 0 12" F.N. 3/8" STRUCTURAL 1 RATED (BLOCK 490 #/FT ALL ��EDGES) W/ 8d COMMON NAILS 5/8" A.B. 0 24" O.C, 16d 0 3" O.C. 16d SINKERS P3 0 3 E.N., CAD 12 F.N. ( ** ) 665 #/FT 15/32" STRUCTURAL 1 RATED (BLOCK ALL EDGES) W/ 8d COMMON NAILS 5/8" A.B. CAA 16" O.C. 16d 0 2" O.C. 16d SINKERS PZ 0 2" E.N., 0 12" F.N. ( ** ) 10d COMMON) 15/32" STRUCTURAL 1 RATED (BLOCK 16d 0 2" O.C. OR A0 870 #/FT ALL "EDGES) W/,,(10d COMMON) NAILS 5/8" A.B. 0 12" O.C. 5/8" ® 7" LAG 6d SINKERS 2 E.N., 0 12 F.N. ( ** ) BOLTS 0 12 7/8" STUCCO OVER PAPER - BACKED AS6 180 #/FT LATH WITH 16 GAUGE STAPLES 0 6"O.C. 0 TOP/ BOT./ PLATES, 0 EDGES/ FIELD 5/8" A.B. 0 48" O.C. 16d 0 12" O.C. 6d SINKERS ( *** ) SHEAR WALL SCHEDULE NOTES * USE 10d COMMON NAILS IN LIEU OF Sd COMMON NAILS FOR THIS TI(PE OF SHEAR PANEL/5HEAR VALUE. ** PROVIDE 3X SILL PLATE WITH NAILS 5TA66ERED FOR SHEAR PANEL TYPES P2, P2*, AND P3 WHEN IN CONTACT WITH CONCRETE. WHERE 5HEATHIN6 IS APPLIED ON BOTH FACE5 OF WALL 4 NAIL SPACING I5 LE55 THAN 6" O.G., ALL PANELS SHOULD BE OFFSET TO FALL ON 01FERENCT FRAMIN6 MEMBERS OR FRAMIN6 SHALL BE 3X MINIMUM (NOMINAL) 4 NAIL5 ON EA. SIDE SHALL BE 5TA66ERED. ALTERNATE: USE 2X MUDS ILL AND DOUBLE THE NUMBER OF ANCHOR BOLTS IN LIEU OF 3X MUP51LL FOR TYPE P3 SHEAR PANEL. ALSO, PROVIDE 3" NOMINAL OR WIDER FRAMIN6 AT ADJOININ6 PANEL E96E5 WITH NAIL5 STAGGERED FOR SHEAR PANEL TYPES P2, P2* AND P3. * * * SHEAR PANEL TYPE 56 SHALL BE APPLIED IN AGORDANGE WITH IGBO REPORT #1318, JULY lggb, WITH 16 GAUGE 6ALVANIZED WIRE WITH 7/8" LE6 AND 3/4" GROWN (WALL SECTIONS HAVING HEI6HT TO LENGTH RATIOS IN EXCESS OF 11/2 TO 1 5HALL BE BLOGKED. mm STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA, CA 92705 PHON 949) 435-1065 FAX: 94) 435-1064 OD 6 N ►� \ N 11 01 11 o 0 C14 N o a. a o 0 SHEET N0. -- SGN-1 RAISED FLOOR AND FOUNDATION PLAN( 5GALE : 1/4" = I'-011 FRAMING SCHEDULE EXI5TIN6 2x4 ROOF RAFTERS AT 24" O.C. EXI5TIN6 2x6 ROOF RAFTER AT 16" O.C. EXISTIN6 2xb CEILIN6 JOIST AT 16" O.C. 4 EXI5TIN6 2x8 CEILIN6 JOIST AT 16" O.C. NEN 2x6 CE I L I N6 JO I 5T AT 16" O.G. EXISTIN6 2x12 CEILIN6 JOIST/ TIES AT 16" O.C. NEW 2x10 PECK JOI5T5 AT 16" O.C. EXI5TIN6 2x12 FLOOR JOISTS AT 16" O.G. (VERIFY) cl EXI5TIN6 2x6/ 2X5 ® RAISED FLOOR AT lb" O.C. io NEW OR EX15ITIN6 CEILIN6 JOISTS AT 24" O.G. (MAX) SYMBOLS ROOF OR FOOR JOISTS/ MEMBERS PER SCHEDULE LEGEND FOOTIN6 LINE (EXTENSION) 77/7 DROP IN SLAB WHERE OCCURS ------ — ADDITIONAL REINFORCEMENT DETAIL NUMBER SDX DETA I L SHEET NUMBER ANCHOR BPLT NUMBER NEW FOOTING ,Z— ) EXISTING FOOTING ANCHOR BOLT SCHEDULE- 5/8" DIAMETER X 1-2" A.B's ® 5" O.C. (MIN.) 16 5/8" DIAMETER X 12" A.5'5 @ 16" O.C. (MIN.) 24 5/8" DIAMETER X 12" A.5'5 ® 2411 O.C. (MIN.) 32 5/8" DIAMETER X 12" A.B5 ® 32" O.G. (MIN.) FOUNDATION NOTES 1. ALL HOLVONN ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION OR FOOTIN6 INSPECTION. 2. VERIFY HOLPONN5 AND ANCHORS BOLTS LOCATIONS WITH ROU6H FRAMIN6 IN ORDER TO INSURE PROPER/ACGURATE INSTALLATION. 5. ALL CONTINUOUS EXTERIOR FOOTIN65 TO HAVE 5/8" DIA. X 12" A.B.5 WITH 2"x2"x3 116" HASHER5, MIN. -l" EMBEDMENT INTO GONCRETE, AT -7211 O.C. UNLE55 NOTED OTHEf;ZNI5E ON PLANS. ANCHOR BOLTS SHOULD BE LOCATED MAX. 12" AVWr FROM THE END OF SILL PLATES. MIN. (2) A.B.'S PER SILL PLATE PER SHEAR PANEL. 4. ALL HOLPONNS AND ANCHORS SHALL BE INSTALLED ACCORPIN6 TO SIMPSON 5TRON6 TIE SPECIFICATIONS AND REQUIREMENTS OF IGE30 REPORT NUMBERS 1211 AND 4448 MIN. CONCRETE WIDTH SHALL BE 8" FOR RECEIVING HPA'5. 5. CONCRETE 5TREN6TH TO BE MINIMUM 2500 PSI. 6. USE 211x2"x3/16" PLATE NA5HERS FOR ANCHOR BOLTS TO REPLACE MISSING OR MISPLACED 518" DIAMETER ANCHOR BOLTS, USE 5/8" DIAMETER THREADED RODS EMBEDDED MIN. 511 INTO WNCRr=Tf=- WITH 5IMP50N 5TRON6 TIE SET EPDXY. OR HILTI HIT HY-150 ADHESIVE SYSTEM. SPECIAL INSPECTION IS REQUIRED VURIN6 INSTALLATION. FOLLOW MANUFACTURERS RECOMMENDATIONS. 7. FOUNDATION 5UPPORTIN6 WOOD SHALL EXTEND MIN. 611 ABOVE THE ADJACENT FINISHED 6RADE. 8. PROVIDE MIN. lb" CLEARANCE FROM EARTH TO THE BOTTOM OF THE JOIST AND MIN. 12" TO THE BOTTOM OF P400D GIRDER BEAMS AT RAISED FOUNDATION. cl. DO NOT LOCATE ACCESS OPENIN65 FOR CRAWL SPACE AT THE LOCATION OF BEARING HALLS, SHEAR HALLS, OR POINT LO/ FROM ABOVE. STRUCTURAL DESIGN SOLUTIONS, INC 1820 E. GARRY AVE., SUITE # 10E SANTA ANA, CA 92705 FAX: PH0$4?49 431064 5-1065 ) 4)35- 14P IF1 6Nvh44* �mlj � PRE A. Vm' 1-411 Exp, 0 CAOsv 0 CN 0 0 0 C14 N n o CL SHEET NO. S-1.0 FILL --IN NITH (N)2x12 JOISTS ® 16" O.G. FIRST FLOOR/ LOWER ROOFIF'RAMING PLAN SCALE : 1 /4" = 1 ' --O" FRAMING SCHEDULE -- t�---Ip FX I 5T I N6 2x4 ROOF RAFTERS AT 24" O.C. 2 FXI5TIN6 2x6 ROOF RAFTER AT 16" O.G. 3 — FXI5TIN6 2x6 CEILING JOI5T AT 16" O.G. 4 FXI5TIN6 2x8 CFILIN6 JOIST AT 16" O.G. —� NEN 2x6 CEILING JOIST AT 16" O.G. 6 EXI5TIN6 2x12 CEILIN6 JOIST/ TIES AT 16" O.G. 7 NEN 2x1O DECK JOI5T5 AT 16" O.C. S FXISTIN6 2x12 FLOOR JOI5T5 AT 16" O.G. (VERIFY) a FXI5TIN6 2x6 ® RAISED FLOOR AT 16" O.G. 10 NEN OR EXI5ITIN6 CEILING JOI5T5 AT 24" O.G. (MAX) SYMBOLS X ROOF OR FLOOR JOI5T5/ MEMBERS PER SCHEDULE Ap SHEAR NALL PER SHEAR WALL SCHEDULE x POST/ TRIMMER OR STUD AS 5HONN X DETAIL NUMBER 5DX DETAIL SHEET NUMBER O BEAM NUMBER, PER STRUCTURAL CALCULATIONS X� KEY NOTE PER 50HEDULF CALIFORNIA FRAMIN6/ FILL KEY NOTES 0 BALLOON FRAME STUDS AT THE LOCATION OF SHEAR PANEL. F2 LOCATE ROOF/ FLOOR JOIST KITH E.N. 7 PLYWOOD ALL AROUND THE OPENING. ® 3X MUD5ILL 5❑ CONTINUE PLYWOOD THRU NALL © POST OR STRAP AT UPPER FLOOR FRAMING NOTES ROOF- ATHIN6: 15/52" A.P.A. RATED SHEATHIN6, KITH PANEL INDEX OF 32/16, EXPOSURE 1 OR EXTERIOR AND KITH 8d COMMON NAILS AT 6" O.G. AT ED6E5 AND BOUNDARIES, AND AT 12" O.G. AT FIELD AND PANEL E96E5 BLOCKED. FLOOR SHEATHING: 3/4" A.P.A. RATED SHEATHIN6, KITH PANEL INDEX OF , EXP05URE 1 OR EXTERIOR T $ 6, NITH 10d COMMON NAILS AT 6" O.G. AT FD6E5 AND BOUNDRIE5, AND AT 12" O.G. AT FIELD AND PANEL ED6E5 BLOCKED. ADDITIONAL ROOF 4 FLOOR 5HEAT4IN6 NOTE5: i- USE RIN6 OR 5CREN5 SHANK NAILS AND GLUE 5HEATHIN6 TO FRAMING U5IN6 ADHESIVES MEETING APA 5PEGIFIGATION5 AF6-01 OR ASTM D34Q3. 2- APPLY GLUE IN ACCORDANCE NITH MANUFACTURER RECOMMENDATIONS A5 AN ALTERNATE TO U5IN6 10d COMMON NAILIN65. 3- REFER TO NER 108 FOR INSTALLATION AND CONDITION OF USE. 4- ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY AT LEAST ONE OF THE FOLLOININ6 AGENCIES, PF5/TEGO, APA, OR PIT5BUR6. LUMBER 6RADE5t A- UP TO 4X12 BEAMS AND HEADER5: DFL #2 B- 4X14 AND UP, 6X AND 8X BEAMS/ HEADER5: DFL #1 G- 2X JOISTS/ RAFTERS: DFL #2 D- 2X STUD5: STUD GRADE OR BETTER. E- TOP/ BOT. PLATES, STUD GRADE OR BETTER, (MUD SILLS TO BE P.T.) KALL FRAM I N6 : A- HALL CONSTRUCTION PER U.B.G. TABLE 23-IV-B B- NON -BEARING HALLS: 2X4 5UTDS ® 16" O.G. NITH MAX. HEI6HT OF 14'-0" 2X6 5TUD5 ® 16" O.G. NITH MAX. HEI6HT OF 20'-0" ADDITIONAL WALL FRAMIN6 NOTE: NO MULTIPLE5 OF 2X4 STUD NALL5 SHOULD BE HIGHER THAN 14'-0". BEAR IN6 WALLS OVER 10'-0" HI6H, SHALL BF SUPPORTED BY CAL05. BAR HALL SCHEDULE REFER TO 5HEET: 56N-1 FOR SHEAR NALL SCHEDULE AND NOTES. ADDITIONAL FRAMING NOTES 1- ALL EXISTING FRAMING ELEMENTS INCLUDIN6 SIZE AND SPACING OF ROOF RAFTERS, FLOOR JOISTS, BEAMS AND HDR5 ARE SPECIFIED ON PLANS AS "FXI5TIN(5". ALL OTHER STRUCTURAL ELEMENTS NOT SPECIFIED A5 "EXI5TIN6" ARE "NEW". 2- CONTRACTOR TO VERIFY ALL FXI5TIN6 FRAMIN6 AS SHHON ON THE PLANS AND MUST INFORM THE ENGINEER FOR DE50RPENCIE5 STRUCTURAL DESIGN SOLUTIONS, INC 1820 E. GARRY AVE., SUITE # 10 SANTA ANA, CA 92705 FN(94gg44)4 85 353106 N M \ N 0 o t'7 oN coot o� a w � �z o a SHEEP NO. S-2.0 FRAMING SCHEDULE —�- EXI5TIN6 2x4 ROOF RAFTERS AT 24" 0. 0. 2 EXISTING 2x6 ROOF RAFTER AT 16" O.G. 5 EXISTING 2x6 CEILING JOIST AT 16" O.G. EXISTING 2x8 CEILING JOIST AT 16" O.G. —�D NEW 2x6 CEILINCG JOI5T AT 16" 0. 0. 6 EXISTING 2x12 CEILIN6 JOIST/ TIES AT 16" O.G. 7 NEN 2x10 DECK JOISTS AT 16" O.G. 8 EXISTING 2x12 FLOOR JOISTS AT 16" O.G. (VERIFY) a EXISTING 2x6 0 RAISED FLOOR AT 16" O.G. to NEW OR EXISITIN6 CEILING JOI5T5 AT 24" O.G. (MAX) SYMBOLS X ROOF OR FLOOR JOI5T5/ MEMBERS PER SCHEDULE SLOP I N6 S I 1 APSHEAR WALL PER SHEAR WALL SCHEDULE (N) OUVE)OEILIN61 i ( z JO 15T5 4 1-lAN I � x POST/ TRIMMER OR STUD AS SHOWN f ( 1) A35 O FROM ( N) BM jI I X DETA I L NUMBER j I i 4 f (E) S I DE N (• i I I 5DX DETAIL SHEET NUMBER XX . Z \ / CO I } O BEAM NUMBER, PER STRUCTURAL j z I3: / O 0- 5 71 . . ............6 I CALCULATIONS N 1� Z XX KEY NOTE PER SCHEDULE - 1502 5D2 I 1 �' -oil �`� ��,� i a 5D2 GAL I FORN I A FRAM I N6/ FILL �. 5D2 I P I " Vr t w) ry d XR Rm R' n� n I I 50ALE : 1 /-4 = 1 ' _011 KEY NOTES [ BALLOON FRAME STUDS AT THE LOCATION OF SHEAR PANEL. 2� LOCATE ROOF RAFTER WITH E. N. ON TOP OF PLATE. �3 PLYWOOD ALL AROUND THE OPEN IN6. ® 3X MUDSILL CONTINUE PLYWOOD THRU WALL © P05T OR STRAP AT UPPER FLOOR FRAMING NOTES ROOF2r.THIN6: 15/32" A.P.A. RATED SHEATHING, WITH PANEL INDEX OF 32/16, EXP05URE 1 OR EXTERIOR AND WITH 8d COMMON NAILS AT 6" O.G. AT E96E5 AND BOUNDARIES, AND AT 12" O.G. AT FIELD AND PANEL E96E5 BLOCKED. FLOOR SHEATHING: 3/4" A.P.A. RATED 5HEATHIN6, WITH PANEL INDEX OF , EXPOSURE 1 OR EXTERIOR T 4 61 WITH 1Od COMMON NAIL5 AT 6" O.G. AT EDGES AND BOUNDRIES, AND AT 12" O.G. AT FIELD AND PANEL ED6E5 BLOCKED. ADDITIONAL ROOF d FLOOR SHEATHING NOTES: i- USE RIN6 OR 50REW5 SHANK NAILS AND GLUE 5HEATHIN6 TO FRAMING U5IN6 ADHESIVES MEETIN6 APA 5PECIFICATIONS AF6-01 OR ASTM D34g3. 2- APPLY GLUE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AS AN ALTERNATE TO U5IN6 lOd COMMON NAILIN65. 3- REFER TO NER 108 FOR INSTALLATION AND CONDITION OF USE. 4- ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY AT LEAST ONE OF THE FOLLOWING AGENCIES; PF5/TEGO, APA, OR PIT58UR6. LUM= 6RADE5: A- UP TO 4X12 BEAM5 AND HEADERS: DFL #2 B- 4X14 AND UP, 6X AND SX BEAMS/ HEADERS: DFL #1 C- 2X JOISTS/ RAFTERS: DFL #2 D- 2X STUDS: STUD 6RADE OR BETTER. E- TOP/ BOT. PLATES, STUD 6RADE OR BETTER, (MUD SILL5 TO BE P.T.) WALL FRAMIN6: A- WALL CONSTRUCTION PER U.B.G. TABLE 23-IV-B B- NON -BEARING WALLS. 2X4 5UT95 ® 16" 0. 0. WITH MAX. HEIGHT OF 14'-0" 2X6 STUDS @ 16" O.G. WITH MAX. HEIGHT OF 20'-0" AD7DII T I ONAL WALL FRAM I N6 NOTES: NO MULTIPLES OF 2X4 STUD WALLS SHOULD BE HIGHER THAN 14'-0". BEARIN6 WALLS OVER 10'-0" HI6H, SHALL BE SUPPORTED BY CALG5. SHEAR HALL 524MAJ E REFER TO SHEET: 56N-1 FOR SHEAR WALL 50HEDULE AND NOTES. A rlpLT ItQN4M.L wLF mRAb4jN I r4IfgQ"rF ix -TAW ovj�'$6 OF ROOF RAFTERS, FLOOR JOISTS, BEAM5 AND HDR5 ARE SPECIFIED ON PLANS AS "EXISTING". ALL OTHER STRUCTURAL ELEMENTS NOT SPECIFIED A5 "EXI5TIN6" ARE "NEW". 2- CONTRACTOR TO VERIFY ALL EXI5TIN6 FRAMING A5 5HWON ON THE PLANS AND MUST INFORM THE EN6INEER FOR DESCRPENGIE5 STRUCTURAL DESIGN SOLUTIONS, INC 1820 E. GARRY AVE., SUITE # 10E SANTA ANA, CA 92705 FAXN4)44�065 35164 POE a0 r� N z0') 0 ry Q U Q Q z N < 0 ~ z Q V) N o 0 o \ N N N o o � � c 12 o z 0 SHEET NO. S-3.0 m 17 le a 1 3/4" MIN. T 5 I. STUD WALL WHERE OCCURS 2. EXIST. 2x MUD SILL. WHERE OCCURS 3. �NEW) 5/8 DIA. THREADED OD WQ" MIN. EMBEDMENT INTO PRE -DRILLED HOLE, FILLED W/ SIMPSON SET - EPDXY -TIE PER lcpo� 5279 (SPECIAL INSPECTION IS vf REQUIRED FOR INSTA CATION. 4. EXIST. CONC. STEM FOOTING. 5. EXISTING FLOOR, WHERE OCCURS 7 - 3.0 i 13 STEEL ROD IN EXIST, FOOTING 9 I. (E) FLOOR SHT'G. 2. 2X SILL PL. W 16d's PER SHEAR WALL dCHEDULE. - 4-F 3. SHEAR WALL E.N/ STAGGERED 4. PLYWOOD SHEAR PANEL ------ 1) WHERE OCCURS. CONC. STEM �� 2 Q„� 6. (E) MUD SILL 7. �LE �� RAISED FLOOR PLACED 0 CENTER OF STEM W/ ALT. BENDS. S. Nd2x4 NAILER/ BLK'G. ERE OCCURS. 9. �dFEI# 8"O DIDETAILA. A.B9/SDPLANS T 10. (E) FINISH GRADE WHERE OCCURS 11. (E OR (N) RIM 9R BLK'G. &L TO �N),PLK G. W/ 16d's SPACED 4 O.C. 141 ADDITIONAL NAILING @SHEAR R& ol 8" MIN., ME I. 4X4 POST (MIN.) 2. CONC. FOOTING PER PLANS. 3. ANCHOR BOLT PER TABLE BELOW. 4. "HTT22" HOLDOWN. U.N.0 5. OLID BLK'G UNDER POST ABV. (SAME WIDTH AS POST ABOVE) NOTE: I- USE SOMPSON SET -EPDXY TIE SYSTEM APPROVED ICBO ER-5279 FOOTING 2- SPECIAL INSTRUCTION IS REQUIRED FOR INSTALLATION 3- MIN. CONC. STRENGTH "2500 PSI" 4- CONTRACTOR SHALL SPECIFY OVERALL LENGTH OF ANCHOR SIMPSON HOLDOWN POST (MIN.) NAILS ANCHOR TYPE de le MIN DIST. rO CORNER HTT22 4X4 (28) 10d COMMON OR 5/8" DIA. BOLT 1 3/4" 6" 511 1 1 (28) 16d SINKER I I I I I 1-3 111 (N) HOLDOWN IN (E) FOOTING 5 I. FLOOR SYSTEM, SEE PLANS 2. POST PER PLAN 3. SIMPSON "HD" PER TABLE BELOW. 4 4. FLOOR SHEATHING 5. SOLID BLKG. SAME AS POST 3 ABOVE ------ 6. 2X P.T.D.F. MUD SILL W/ A. B. 7. NEW FOUNDATION jj 8. SIMPSON "SSTB" ANCHOR PER TABLE BELOW 9. ADD. 4 BAR 6'-0" LONG CENTERED 0 HOLDOWN NOTES: 7- I . REFER TO MFR. SPECS. FOR , ­7 INSTALL TO WOOD MEMBER Vc = 2500 PSI 2. BOLT LENGTH TO BE 90 VERIFIED BY THE CONTRACTOR TO ACHIEVE LENGTH IN THE FLOOR qYqTFU SIMPSON HOLDOWN ANCHOR DIA. AND TYPE POST (MIN.) MIN DIST TO CORNER HOLDOWN ALLOWBLE LOADS le HTT22 5/8" DIA SSTB24 4X4 5" 5000 lbs 21 If HD-8A 7/8" DIA SSTB34 4X4 5 7400 lbs 28" HD-10A .7/8" DIA SSTB34 4X6 5 9900 lbs 28; - 10 HOLDWON INSTALLATION M(N) 11 1- 3 111 NEW TO EXISTING FOOTING in 6 NEW TO EXISTING FLOOR 2 MIN. 5 I. CONCRETE FOOTING OR PATIO SLAB WHERE OCCURS 2. FLAG POLE FOOTING REFER TO THE PLANS 3. 12"SQ.X 1/4" THK. STD.. BASE PLATE PROVIDE MIN. I DRY PACK BEDDING. 4. 24 SQUARE LECTION PADSPACED EQUALY 5. STEEL COLUMN PER PLAN Z 6. (4) 1/2"X8" ANCHOR BOLTS W/ LEVELING NUT. 7. FINISH GRADE, WHERE OCCURS 8. (2) #4 BARS EACH WAY 0 1/4" FILLET WELD NOTE: POUR BOTTOM PORTON OF 3 FOOTING SET UP STEEL ... ....... ....... 7--........... COLUMN. THEN POUR UPPER z- 00 goo- 1. NEW POST, PER PLANS 2. EXIST. 2X SILL 3. EXISTING FLOOR SHEATHING 4. NEW FULL DEPTH BLK'G UNDER POST 5. (N) OR (E) FOUNDATION 6. (E) OR I�N) FLOOR JOIST WHERE CCURS 7. (1) A35 E/ SIDE OF POST m 7 FOOTING DETAIL I. EXISTING CONC. FOOTING 2. EXISTING FLOOR SYSTEM 3. NEW CONC. FOOTING 4. NEW FLOOR SYSTEM WHERE OCCURS. 5. (2) #4 DOWELS, 16" LONG MIN 6. PRF-DRILLED HOLES FILLED W/ SIMPSON ST-EPDXY (ICBO ER-5270) SPECIAL INSPECTION IS'kQUIRED. 7. LINE OF WALL WHERE OCCURS (E) WALL TO BE REMOVED 2. EXISTING FLOOR 3. NEW FLOOR PER PLANS 4. EXISTING FOOTING 5. 2x LEDGER WITH (2) ROWS OF Il 3/8 DIA. LAG SCREWS AT 12 O.C. 6. FLOOR BOUNDARY NAILING 7. EXIST. FLOOR SYSTEM 8. (E) RIM JOIST/ BLK'G. Pl, 1. FLOOR SHT'G. 2. 2X SILL PL. W/ 16d's PER SHEAR WALL SCHEDULE. 3. E.N. 4. PLYWOOD SHEAR PANEL WHERE OCCURS. 5. 8" CONIC. STEM 6. h=12" MIN. UNDER FLOOR GIRDER OR 18TO BOTT. OF FLOOR JOISTS. 7. �4 VERTICAL @ 16" O.C. LACED @ CENTER OF STEM W/ ALT. BENDS. 8. FINISH OR NATURAL GRADE WHERE OCCURS. 9. 2X8 P.T.D.F. MUD SILL W 5/8" DIA.XI2 A.B. @ V. O.C. (U. N. 0.) 10. NOA 4 HORIZONTAL BARS AT 11. 2X RIM -ALL AROUND. 12. NO.4 FOOTING REINF. AT 12" O.C. 3 1. (E) FLOOR SYSTEM 2. (N) 2X STUD WALL ABOVE 3. N 4X FULL DEPTH BLK'G. 4x6 MEMBER(TIGHT FIT) 4. 2X SILL PLATE W/ 16d's NAILING PER SHEAR WALL SCHEDULE. 5. (N) CONCRETE STEM WALL FOOTING. 6. FINISH GRADE OR NATURAL GRADE, WHERE OCCURS 7. PLYWOOD SHEAR WALL, WHERE OCCURS 8. E.N. 9. SIMPSON "A35F @ 24" O.C. ALONG SHEAR WALL 10. NOA 4 VERTICAL BARS AT 24 O.C. BEND INTO FOOTING AS SHOWN. 11. NO. 4 HORIZONTAL BARS AT 24"O.C. MIN (2) BARS. 12. 2 NO. 4 HORIZONTAL BARS BOTTOM 13. 2xp PRESSURE TREATED SILL W1 5/8' DIA. BOLTS STRUCTURAL DESIGN SOLUTIONS, INC 1820 E. GARRY AVE., SUITE # 1 Of SANTA ANA, CA 92705 PHON(�4?49 435-1065 ) 4) FAX: 35-1064 D SHEET NO. SD- I 7 s] AW z m 0 2 20 IR 1CONNECTION FLOOR/ POST 27r 4 -S Dil 8 INTERIOR FOOTING DETAI 0 I. STEEL COLUMN, PER PLAN. 1. ROOF JOISTS PER PLANS 8 9 Z. FOR31ZE./HDR. SEE PLANS. 2. NI)�LSIMP�UONO�S-16, W/ 10d 51 A 1. NEW 2x6 RAFTERS @ 16" O.C. 7 8 3. SIMPSON "ECCO" COLUMN CAP T, 3. (E) ROOF SHEATHING. 2. (E) ROOF RAFTERS I AS NEEDED 1 TZ I 4. 8d COMMON NAILS 0 6" O.C. - - - 4. ADD SIMPSON A35F @ 24" O.C. G. 2 BAYS 5. 2x FULL DEPTH BLK 3. NEW 2x4 BLKG BETWEEN 5. �N� PLYWOOD SHEATHING JOISTS -60 6. N DECK JOISTS, 6 5 4. CEILING FINISH 7. (N) OR (E) FULL DEPTH BLKG. 6. (E) ROOF JOIST WHERE OCCURS 5. I,AP JOISTS AND NAIL WITH 8. (N) 8d COMMON NAILS (6) 16d's @ 6 O.C. 6. (E) ROOF SHT-G. 9. LINE OF (E) ROOF 2 F-0 2 STRAP OVER ALL BLKG 9-SD3 5-SD3/ REVA17 1-SD3/ REV.125 17 13 RAFTER TO CEILING JOIST 9 WOOD BM/STL COL. CONNECTION 5 DRAG @ROOF OPENING 1 1. STAIR STRINGER PER PLANS 1. PLANST. CORNER POST, PER I. (E) ROOF RAFTER, PER PLAN. 2. FLOOR BM. PER PLANS. 2. (E) 2X RIDGE BOARD 3. 2X JOIST PER PLANS 2. HEADER, SEE PLANS. 3. (E) 2X CEILING JOIST FLOOR SH'TG. z_0 3. (2)''A35CHANGEROR4. " PER EACH HEADER 4. �N)482.�C4�(MIN.) KICKERS, 4 6 9 5. SIMPSON HANGER AS NEEDED 2 4. WRAP BOTH HEADERS W/ 2 . ------ SIMPSON ST6224 AROUND POST AS SHOWN. 6 5. MIN. (4) 16d's. 6. FLOOR E.N. 5. WALL BELOW UNDERGEACHHDRR(UMNQ.)(7. ON T�,E C�.AN�ONPOST1,N� 16d's x 8. LINE OF CLG. WHERE OCCURS PLANA 2 0 12' O 5 3D 9. FLOOR BEAM 6. (1) A35 0 POST TO HEADER. ELEV, A 4 8 2 x 7 _7 IV Lill IVA PLAN B 2 10-SD3 ELEV, B 6-SD3/ 201 2-SD3/ REV,212 118 114 CONNECTION @STAIRS 110 STANDARD CORNER WINDOW 6 CONNECTION DETAIL 12 1. FLOOR SHEATHING, PER PLANS 1. (E) ROOF SHEATHING. I. FLUSH BEAM, SEE PLAN 2. (E) CEILING WHERE OCCURS 2. DBL TOP PLATE. 2. FLOOR JOISTS, WHERE OCCURS 3. FULL HT. SHEAR WALL 3. POST, SEE PLAN 3. 2x STAIR STRIGER, PER PLANS 4. E.N. 4. �I SIMPSON A35 @ E/SIDE POST 4. (1) SIMPSON "HGMAIO" ANCHOR 3 5. FLOOR BM, PER PLANS T 5. A) 2x4 STUD WALL @16" O.C. 4 1 LLOON FRAMED 6. (E) 2x RAFTER WHERE OCCURS 5. LINE OF FLOOR SHT'G, WHERE 4 1 5 OCCURS 7. ALO NG OR (E) SHEARFTERLONG THE WALL --------- -- ------ ----- 8 MIN NOTE: MIN 8. ADD 2x4 LEDGER AND NAIL DO NOT OVER -CUT INTO THE CEILING DRYWALL 4 ATD INTOTHE(N) STUD WALL 7 EACH SIDE 6 W ­4 (D h/1 5 / Illy 2O Li i< �D 11-SD3 7-SD3 3-SD3/ REV.290 19 15 STAIR STRINGER &FLOOR CONK. 11 SHEAR TRANSFER 7 CONNECTION DETAIL 3 1. 16d SINKER NAILS AT I6 O.C. OL 8 U.N.O. & PER TABLE BELOW. 2 I. EXISTING 2x ROOF JOISTS WHERE OCCURS 2. 2X STUDS AT 16" O.C. N2. CEILINGGWH�REOCCURSRO � 3. LOCATEp(oQN2X STUD UNDER SPLICE T. I 5 3. NEW 2x4 JOISTS 0 16"O.C. 4. MIN. 4'-0" SPLICE LENGTH 0 SLOPING CEILING WHERE T TMLI I TTT OCCURS STRAP PER TABLE 5. SIMPSO�ON 2 BELOW TOP OF PLATES). CASE O 4. NEW 2x4 VERTICAL @ 48" O.C. I r- 5. NEW 2x4 BLK'G BETWEEN STANDRD 5 �) JOISTS 4 NAILING SPLIC� EQ. EQ. 6. (2) 16d'S END NAILING (MIN.) 7 CASE7. +,.i (3) 16dS (MIN.) NOTE: 8. 16d'S @ 6" O.C. WHEN JOISTS < NAIL SPACING SHALL NOT 3 OVERLAP 0 CASE #1 EXCEED 12" O.C, NOR CLOSER THAN 2" o.c. 2 STRAP SPLICE I O� 1 +1 6 6 A B C D E F NO. OF 16d SINKER 12 18 24 30 36 42 MIN. PLATE LAP 4 FT. 4 FT. 4 FT. 6 FT. 6 FT. 6 FT. 3 L_L+jI CASE ALT. STRAP W/ 16d SINKER I ST22 ST6224 IST6236 I MST37 I MST48 J.MST60 1 4-SD3/ 407 8-SD3/ 146 20 16 12 TYPICAL SPLICE AT TOP PLATE 8 SLOPING CEILING CONNECTION 4 STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA, CA 92705 PHON��4?49 435-1065 ) 4) FAX: 35-1064 a �p Z w 0 CN o 0 0 CN D n CIS! w z ca 0 SHEET NO. SD-3