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HomeMy WebLinkAbout10151718 & 23.pdfSPECIFICATIONS GENERAL NOTES INSULATION 1. All Contractors and Subcontractors must have valid GENERAL INFORMATION 1. Insulation shall be fiberglass Batt meeting business licenses to do business in the County of Orange. SHEETINDEX WINDOW NOTE at SLEEPING ROOMS: federal standard FS HH-1-521. 2. All work shall conform to the County of Orange GENERAL INFORMATION 2. All batts to be kraft paper faced. EACH SLEEPING ROOM SHALL HAVE AT LEAST ONE building code standards and to any other applicable ARCHITECTURAL 3. See drawings and Title 24 for R values. OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ordinances. PROJECT INFORMATION CEMENT PLASTER ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY ONTO 3. Contractor shall check and verify all dimensions at A-1 SITE ROOF PLANS, SHEET INDEX 1. All exterior plaster shall be Portland cement A PUBLIC STREET, PUBLIC ALLEY, YARD OR EXIT COURT. the site. All dimensions indicated are to face of The Project is described as a single plaster. Do not use plastic cement. stud, masonry or concrete, except where centerlines story addition to the single story existing residence. A-2 FLOOR PLAN &REFLECTED CEILING PLAN 2. Sand shall meet ASTM-C-133. THE OPENING SHALL CONFORM TO THE FOLLOWING: are indicated, or as specifically noted otherwise. BUILDING SUMMARY A-3 EXTERIOR ELEVATIONS 3. Lime shall meet ASTM-C-206. A. MINIMUM AREA = 5.7 sq. ft. 4. All omissions or conflicts between various Existing Residence 1,050 s.f. A-4 GARAGE EXTERIOR ELEVATIONS 4. Loth shall be Stucco -rite as mfg. by B. 20" MINIMUM WIDTH construction documents shall be brought to theProposed Addition 835 s.f. A-5 WINDOW SCHEDULE AND DETAILS p K-Lath. All corners shall be reinforced with C. 24" MINIMUM HEIGHT attention of the Architect prior to proceeding with Habitable Space 1885 s.f. A-6 FOUNDATION & FRAMING PLANS wire. Corners shall be "Corner aid" as mfg.by D. FINISHED SILL AT 44" MAXIMUM ABOVE FLOOR any work so involved. Existing Garage 435 s.f. Stockton wire products. 5. Any detail that applies to a particular situation A-7 DETAILS 5. Plaster color as mfg. as selected by SMOKE DETECTORS AT EXISTING: shall apply to all other like situations. TOTAL 2,320 s.f. A-8 DETAILS Architect and/or Owner. 6. All Electrical work shall comply with the Uniform GYPSUM WALLBOARD Building Code and National Electrical Code. PROVIDE (MINIMUM) BATTERY OPERATED SMOKE DETECTOR 7. All Plumbing work shall comply with the Uniform Building Foot Print 2,320 s.f. 38% 1. Al! gypsum wallboard shall conform to ASTM IN EXISTING CONSTRUCTION, CENTRALLY LOCATED IN Building Code and Uniform Plumbing Code. Landscape / Hardscape 3,fi80 s.f. 62% C-36. All joint compound and tape shall meet CORRIDORS OR AREAS LEADING TO SLEEPING AREAS, Lot Area fi 000 s.f. 100% T-24 TITLE 24 J" u., A`,�TM C-475. ( ) 8. All Heating and Air Conditioning work shall comply AND INSIDE EACH SLEEPING ROOM, with the Uniform Building Cade, Uniform Mechanical 2. All gypsum wallboard construction shall Code and Title 24. conform to UBC chapter 25 and the U.S. NOTE: 9. All work shall be done to the highest quality tw. Gypsum Handbook, latest addition. PLANS FOR SINGLE-FAMILY DWELLINGS AND DUPLEXES shall be fastened with drywall standards in the industry and in a safe and clean 3. All ceilings�+ ARE NOT CHECKED FOR PLUMBING, MECHANICAL AND manner. CONSTRUCTION TYPE/OCCUPANCY. screws. ELECTRICAL CODE COMPLIANCE, THESE DISCIPLINES ARE 10. Product substitutions shall be allowed only with Type VN R3 4. Texture coat shall be approved Architect SUBJECT TO FIELD INSPECTION. . yP / i,: the express written consent of the Architect. a and/or Owner. Texture to match existing walls.' / g 11 Any dimensions not given on the •drawings shall LEGAL DESCRIPTION 5. Comer metal shall be provided at all outside ' P be available from the Architect. Scaling of the corners. drawings is expressly forbidden. 9 P y Lots 15 16 of Tract no. 531 in the Count GLAZING 1N DOORS AND ENCLOSURES FOR BATHTUBS AND / a y CERAMIC TILE 1 ' 12. Samples and/or catalogue cuts of a!! products SHOWERS SHALL HAVE CATEGORY 11 CLASSIFCATIONS PER CBC P / 9 P of Orange, State of California, and finishes will be required to be reviewed rior to 1. Countertops shall be 1" mortar bed set per CHAPTER 24 AND UBC STD. 24-2 q P • APN# 103-182-19 a A108.1-1985. installation by the Architect and/or the Owner. SCREEN DOORS AND STORM DOORS MAY SWING OVER STAIRS, 2. Floors shall be 1 1/4" mortar bed. 2. 13. All gypsum wallboard shall be installed in 3. Bathtub surrounds shall be 1 1/4" mortar STEPS OR LANDINGS accordance with UBC section 2511 and UBC table OWNER bed. no. 25-G. 3. WALL COVERINGS SHALL BE CEMENT PLASTER, TILE OR 14. Provide weather stripping at all exterior doors. Jose Toribo �� f 4. Shower stalls shall be 1 1/4" mortar bed. APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS 15. Verify dimensions and locations of all openings, 1526 South Broadway Provode shower pan of approved method. OR TUB WITH SHOWERS. MATERIAL OTHER THAN STRUCTRAL Santa Ana, CA 92706 5. All tile, grout and trim shall be as selected ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS base, etc. and special provisions required for {949) 699-0162 by Owner. ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY equipment, plumbing fixtures, ducts, conduits, finish LANDSCAPELEGEND GEND 6. Provide all trim 1/4 round cove and bullnase hardware, etc. (Coordination). I 11. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR DESIGNER ..b � � � ��� � for complete detail as shown and/or required. SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, 16. Provide continuous and solid blocking behind all ��� wall mounted fixtures and accessories including, but SYMBOL QUANTY TYPE 7. Tile pattern shall be approved by Architect AND ENCOMPASS 30 INCHES DIAMETER CIRCLE. Aaron Hammons and/or Owner before setting tile. not limited to, toilet accessories, millwork items, etc. 1041 West 18th Street Suite: A-208 ® 1 TWENTY FOUR INCH BOX CANOPY TREE 4. SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATEGORY In addition, provide solid blocking as required for all Costa Mesa, CA 92627 CARROTWOOD TREE 8. Provide one (1) box each of all the for 11 CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2 recessed and semi -recessed fixtures and ( } replacement. accessories, including, but not limited to medicine {949} 764-0010 © 6 FIVE GALLON SIZE SHURBS {PHOTlNIA} 5. EXIT DOORS FROM INDIVIDUAL DWELLING UNITS HAVING AN cabinets, etc. MILLWORK OCCUPANT LOAD OF 10 OR LESS MAY BE PROVIDED WITH A 17. Fire blocking, vertical and/or horizontal, shall C 10 ONE GALLON SIZE HERBACEOUS 1. Provide shop drawings for approval. NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH conform to section 708 of the UBC. CODES 2. All wood and finishes as selected by Architect DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF 18. All subcontractors shall be responsible for the PERENNIALS/SHURBS (TRACHELOSPERNUM and/or Owner. A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND removal of all debris accumulated as a result of 2001 CBC, CMC, CPC, NEC JASMINOITDES - STAR JASMINE) 3. Hardware to be selected by Architect and/or MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES ABOVE THE their work. Owner. FINISHED FLOOR. 19. Each subcontractor shall be responsible for the : 12 FIVE GALLON SIZEVINES ( 20 - u�uw protection of his materials, work and installation INTERVIALS (SOLANUM JASMINOITDES ROOFING 6. ALL EXTERIOR DOORS MUST COMPLY WITH SAMC SECURITY during the process of construction. WHITE POTATO VINE) 1. Roofing shall be asphalt shingles to match ORDI 20. The American Institute of Architects, "General existing, class "C" fire rating. Conditions to the Contract for Construction A201 - 2. Use 15# felt, 22" wide as required for 1987", shall apply to all Contractors and underloyment. Verify with manufacturer. MewSubcontractors as if here written. 3. All flashings shall be 26 GA. hot dipped galvanized and painted as required. ` 4. Roofing contractor shall provide written 5 year guarantee. (E) DECORATIVE WOOD FENCH RESIDENCE 5. Installation of roofing shall be in accordance i_.. �. .. .�. _..! �4�1 &,00111i, ANo w with manufacturers specifications. (69.7)a ! b`' S89°25' 15"E 120.00' GUTTERS77 �� --� - LLI : +rs u� a� •rr w a� - sr � - ®e.� e� - - - mar - 1. Galvanized gutters and downspouts, ©11;1-- U pre -finished, color as selected by Owner, 5" �` Q° ogee style or match existing. 20'_ 11 3 4 ---- - B STORY o DOORS AND WINDOWS RESIDENCE I I 1. All doors and windows (dual tt EXISTING BACKYARD glazed windows). 1 ' TURF (MARATHON 11 SOD) (E) CONCRETE SIDEWAL�C 2. All door thresholds shall be set in a continuous bead of sealant compound. 0 ASPHALT SHINGLE C 3. Glass shall be sized in conformance with CBC chapter 24. ° Z \' P � AF SLATEL.INE H. � � Tempered lass shall be installed where required by CBC - P 9 q >� <:' ��r 1 ��� UL 790 r, 3,_0, I EXISTING YARD I ,� chapter 24. TURF (MA RA N II SODS ct ���4 L 4. All operable windows to have screens. W 1 - v _ TER ��� W 69.0 1 ~ PLAN ;~ L ~ 03�s�. .,._ C � W � o LANDSCAPE GENERAL NOTES: � r �- � �- ,_� ►1 � EXISTING ROOF 1 c 1. ALL TREES SHALL BE DOUBLE -STAKED , a ATTIC VENTILATION CALCULATION: �� ASSUMED (E) SPRINKLER. ROLS o 2. TURF SHALL BE DROUGHT TOLERANT VARIETY ANDrt r o INTERIOR 835 SQ. FT. OF CEILING AREA �oQ4`' C� PLANTED AS SOD OR HYDROSEED. DIVIDED BY 150 SO. FT. = 5.5 ' ' ��' 0 .... PROPERTY SQ, FT. REQUIRED VENT SPACE �� 3. GROUND COVER SHALL BE WELL -ROOTED CUTTINGS _ . _.... _ .. -� LINE E� ___ (E) PLANTER FROM FLATS AND PLANTED AT APPROPRIATE SPACING CO RIVEWAY (E) GAS FOR THAT PARTICULAR PLANT MATERIAL. ASPHALT SHINGLE 4. FLOWERING VINES SHALL BE SECURED TO A GAF SLATELINE H. o (E) ONC DR c� DECORATIVE MANSONRY WALL OR WOOD FENCE..n-. D ob�`� „1 fi 5. THE VINES SHALL BE FIVE -GALLON SIZE AND BE PLANTED AT TWENTY FOOT INTERVALS. THEY SHALL BE ~-_- SECURED TO THE WALLS WITH EYE HOOKS AND AND �> �"" �.__ E DECORATIVE WOOD FENCH 15 ga E 12 �} . 0 ' (E) DECORATIVE WOOD FENCH ,3) WIRE. p ' 20'-0 1 /2" ���' ,. _,-�_ 1 NORTH 6. A POP-UP SPRINKLER TYPE IRRIGATION SYSTEM SHALL . NEW CONCRETE DRIVEWAY EXISTII CONCRETE DRIVEWAY RESIDENCE BE PROVIDED FOR ALL YARDS FOR EACH RESIDENTIALr UNIT. I 7. SPRINKLER LAYOUT AND TYPE TO BE PROVIDED BY SITE / ROOF PLAN l A-1 [�-lLANDSCAPE CONTACTOR SCALE: 1/8"=1'-O" A-1 REVISIONS 3 16-05 PLAN CHECK 10-2CORRECTIONS 00 z CN Ln ° O LLJ o cep cn� C� W s o Ln W'77 �cr w do <C - U cc� cc� � N DR -AWN AEH/CMS CHECKED CMS (� DATE 10-10-05 SCALE 1/4"=1'-0" 7CJB_ NO 01101 6-MAM A- 1 C)F SHEETS �u REVISIG3NS BY SPECIFICATIONS E+ �� ���'Ei '� 1 PLAN CHECK 1. All Contractors and Subcontractors must have valid GENERAL INFORMATION INSULATION business licenses to do business in the County of 1p-2g-p5CORRECTIONS 1. Insulation shall be fiberglass batt meeting SI- EET INDEX federal standard FS HH-1-521. WINDOW NOTE at SLEEPING ROOMS: Orange. 2♦ All baits to standard krar paper faced® 2. All work shall conform to the County of Orange GENERAL INFORMATION 3. See drawings and Title 24 for R values. EACH SLEEPING ROOM SHALL HAVE AT LEAST ONE building code standards and to any other applicable ARCHITECTURAL OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ordinances. PROJECT INFORMATION CEMENT PLASTER ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY ONTO 3♦ Contractor shall check and verify all dimensions at A-1 SITE ROOF PLANS SHEET INDEX 1. All exterior plaster shall be Portland cement A PUBLIC STREET, PUBLIC ALLEY, YARD OR EXIT COURT, the site. All dimensions indicated are to face of The Project is described as a single A-2 FLOOR PLAN & REFLECTED CEILING PLAN plaster. Do not use plastic cement. stud, masonry or concrete, except where centerlines story addition to the single story existing residence. 2. Sand shall meet ASTM-C-133. THE OPENING SHALL CONFORM TO THE FOLLOWING: are indicated, or as specifically noted otherwise. BUILDING SUMMARY A-3 EXTERIOR ELEVATIONS 3. Lime shall meet ASTM-C-206. A. MINIMUM AREA = 5.7 s ft. 4. All omissions or conflicts between various A-4 GARAGE EXTERIOR ELEVATIONS q• Existing Residence 1,050 s.f. 4. Lath shall be "Stucco -rite" as mfg. by B. 20" MINIMUM WIDTH construction documents shall be brought to the Proposed Addition 835 s.f. A-5 WINDOW SCHEDULE AND DETAILS K-Lath. All corners shall be reinforced with '� attention of the Architect prior to proceeding with Habitable Space 1885 s.f. A-6 FOUNDATION &FRAMING PLANS C. 24 MINIMUM HEIGHT" an work so involved. wire. Corners shall be "Corner aid" as mfg.by D. FINISHED SILL AT 44 MAXIMUM ABOVE FLOOR Y Existing Garage 435 s.f. Stockton wire products. 5. Any detail that applies to a particular situation _ A-7 DETAILS 5, Plaster color as mfg. as selected by SMOKE DETECTORS AT EXISTING: shall apply to all other like situations. TOTAL 2,320 s.f. A-8 DETAILS Architect and/or Owner. 6. All Electrical work shall comply with the Uniform GYPSUM WALLBOARD Building Code and National Electrical Code. PROVIDE (MINIMUM) BATTERY OPERATED SMOKE DETECTOR 7. All Plumbing work shall comply with the Uniform Building Foot Print 2,320 s.f. 38% 1. All gypsum wallboard shall conform to ASTM IN EXISTING CONSTRUCTION, CENTRALLY LOCATED IN Building Code and Uniform Plumbing Code. Landscape / Handscape 3,680 s.f. 62% C-36. All joint compound and tape shall meet CORRIDORS (OR AREAS) LEADING TO SLEEPING AREAS, 8. All Heating and Air Conditioning work shall comply Lot Area 6,000 s.f. 100% T-24 TITLE 24� AND INSIDE EACH SLEEPING ROOM. with the Uniform Building Code, Uniform Mechanical 4 2. All gypsum wallboard construction shall w ��- � �s� Y � Code and Title 24. conform to UBC chapter 25 and the U.S. NOTE: s d 9. All work shall be done to the highest quality .. 4 4: k. ,.,; Gypsum Handbook latest addition. N e �� ,; �� - Irn- L 8 7 R �, . N YP �, PLANS FOR SINGLE-FAMILY DWELLINGS AND DUPLEXES standards in the Indust and in a safe and clean , I, ,����1g x w d Ll 3♦ All ceilings shall be fastened with drywall industry s =..? , W. ;., ,4w .. z ° g rY ARE NOT CHECKED FOR PLUMBING, MECHANICAL AND manner. CONSTRUCTION TYPE OCCUPANCY "' w vs = AC : F,0i. m _ <n screws. ELECTRICAL CODE COMPLIANCE. THESE DISCIPLINES ARE / I �� z w �? 10. Product substitutions shall be allowed only with Type VN R3 Li :� w.v� � t�� _ , ��� � �, �� , � �� �� v �. A� � ��, � , �� ,��:_ ;. � ;�' w ._ 4. Texture coat shall be approved Architect SUBJECT TO FIELD INSPECTION. yp / =� : 8�-> �w�-,� �- d d- / Texture to match existing walls. the express written consent of the Architect. _ 1 1 ,� -� l � . I U �,l l � "�, {� .r.� and/or Owner, 11. An dimensions not given on the drawings shall " Y 9♦ 9 LEGAL DESCRIPTION _ n �, r 5. Comer metal shall be provided at all outside f� z .--.. /� p be available from the Architect. Scaling of the ,i a = > $...� ,r���, x�� ey- , _ -. s C� < _�-o-}�. corners. • 3 "� o �# ft b,�-x `3 3 s' ue�8 a9.r3m. +? 1,fa� �?��.�, 53 ;3 wig, fiS�sSai the i•L� �, �'•l•� i V GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND drawings is expressly forbidden. Lots 15/16 of Tract no. 531, in the CountLU CERAMIC TILE 1' 12. Samples and/or catalogue cuts of all products Y �.::��'� SHOWERS SHALL HAVE CATEGORY II CLASSIFCATIONS PER CBC p / g P of Orange, State of California, gg d 1. Countertops shall be 1 mortar bed set per CHAPTER 24 AND UBC STD. 24-2 and finishes will be required to be reviewed prior to APN# 103-182-19Un IX "�t ��, ; W A108.1-1985. installation by the Architect and/or the Owner.a, z p Q SCREEN DOORS AND STORM DOORS MAY SWING OVER STAIRS, �--- 2, Floors shall be 1 1/4" mortar bed. 2♦ 13♦ All gypsum wallboard shall be installed in � � , OWNER " STEPS OR LANDINGS accordance with UBC section 2511 and UBC table (' "� ��'"�`'' a 3. Bathtub surrounds shall be 1 1/4" mortar - ��,.� -' :e bed. no. 25-G._.m Jose Toribo 4♦ Shower stalls shall be 1 1 4" mortar bed. 3. WALL COVERINGS SHALL BE CEMENT PIASTER, TILE OR 14. Provide weather stripping at all exterior doors. / APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS 15. Verif dimensions and locations of all o enin s, 1526 South Broadway Provide shower an of approved method Y openings, p pp OR TUB WITH SHOWERS. MATERIAL OTHER THAN STRUCTRAL base t . n ° . Santa Ana, CA 92706 Sr�` ` e c a d s ecial provisions re uired for 5. All tile, grout and trim shall be as selected ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS P P q (949) 699-0162 Z l by Owner. equipment plumbing fixtures, ducts, conduits, finish c.�� ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY ' .. ��., LANDSCAPE LEGEND ` hardware, etc.(Coordination) ; s 6. Provide all trim 1/4 round, cove and bullnose II. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR • DESIGNER Provide continuous and solid blocking behind all for complete detail as shown and/or required. SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, SYMBOL QUANTY TYPE E , wall mounted fixtures and accessories including, but � ' - �- 7. Tile pattern shall be approved by Architect AND ENCOMPASS 30 INCHES DIAMETER CIRCLE♦ Aaron Hammons not limited to, toilet accessories, millwork items, etc. L w� and/or Owner before setting tile. .. • 1041 West 18th Street Suite:` k 208 A 1 TWENTY FOUR INCH BOX CANOPY TREE () SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATEGORY In addition, provide solid blocking as required for all r ��� (CARROTWOOD TREE)` 8. Provide one 1 box each of all file for 4` Costa Mesa, CA 92627 � replacement. II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2 recessed and semi -recessed fixtures and , p ° (949) 764-0010 �i�� accessories, including, but not limited to medicine's----' ,. n B 6 FIVE GALLON SIZE SHURBS (PHOTINIA) 5• EXIT DOORS FROM INDIVIDUAL DWELLING UNITS HAVING AN cabinets, etc. ❑ r: N . MILLWORK OCCUPANT LOAD OF 10 OR LESS MAY BE PROVIDED WITH A 17. Fire blocking, vertical and/or horizontal, shall 1. Provide shop drawings for approval, NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH CODES C 10 ONE GALLON SIZE HERBACEOUS,, .. conform to section 708 of the UBC. =, 2. All wood and finishes as selected by Architect DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF 18. All subcontractors shall be responsible for the PERENNIALS/SHURBS (TRACHELOSPERNUM and/or Owner. A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND removal of all debris accumulated as a result of 2001 CBC, CMC, CPC, NEC JASMiNOITDES - STAR JASMINE) 3. Hardware to be selected by Architect and/or MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES ABOVE THE their work. Owner, FINISHED FLOOR, 19. Each subcontractor shall be responsible for the 12 FIVE GALLON SlZEVINES {c� 20' `.u; 1 INTERVALS (SOLANUM JASMINOiTDES - protection of his materials, work and installation ' ROOFING 6, ALL EXTERIOR DOORS MUST COMPLY WITH SAMC SECURITY during the process of construction. ),,g ._ i WHITE POTATO VINE)by 1. Roofing shall be asphalt shingles to match `� „ `'� existing, class "C" fire rating. ORDINANCE. 20. The American Institute of Architects, "General ` } Conditions to the Contract for Construction A201AIZ - 2. Use 15 felt, 22 wide as required for ���s�.. , $ _ // " 'fit a Z "�Y"; 1987 shall apply to all Contractors and ' underlayment♦ Verify with manufacturer. Subcontractors P as if here written. �a��°� 3♦ All fleshings shall be 26 GA. hot dippedr galvanized and painted as required. 4. Roofing contractor shall provide written 5 yeard.... mow, guarantee. RESIDENCE _ g (E) DECORATIVE WOOD FENCH 1 _,, .� �,, . u ,v. f nIGS 5. Installation of roofing shall be in accordance J ��`r with manufacturers specifications, "�� o°�' `�� °' GUTTERS �. 1. Galvanized gutters and downspouts, �,� I `-�-AD ,� �.==, » U ID1 U pre -finished, color as selected by Owner, 5 C, a° a • . 4 a . . r ogee style or match existing. 20'-11 3 4" DOORS AND WINDOWS 1 STORY z cr3 1. All doors and windows dual RESIDENCE 1 - _ ( 1 EXISTING BACKYARD W , glazed windows). TURF (MARATHON iI SOD (E) CONCRETE SIDEWAL�C 2. All door thresholds shall be set in a A Q continuous bead of sealant compound. C� F�� ASPHALT SHINGLE C 3. Glass shall be sized in conformance with CBC chapter 24. �� ~s�' p GAF SLATELINE H. � Tempered glass shall be installed where required by CBC '� / cQ chapter 24. ' UL 790 �, EXISTING YARD 1 �� *� 4. All operable windows to have screens, 1 1 TURF {MAR N Il SOD}I o ���4 Liz CL W(69.0)cs caw a Z c./) Ln s1. 9 C �� o Ln LANDSCAPE GENERAL NOTES: .. ,_ II � © � 0 EXISTING ROOF 1. ALL TREES SHALL BE DOUBLE -STAKED 0 ASSUMED ATTIC VENTILATION CALCULATION: (E) SPRINKLER ; OLS 2. TURF SHALL BE DROUGHT TOLERANT VARIETY AND 835 SQ. FT. OF CEILING AREA / F PLANTED AS SOD OR HYDROSEED. a INTERIOR a a PROPERTY DIVIDED BY 150 SQ. FT. = 5.5 _ �`�,° C� L� 3♦ GROUND COVER SHALL BE WELL -ROOTED CUTTINGS LINE SQ. FT. REQUIRED VENT SPACE _ (E) PLANTER �� 1 FROM FLATS AND PLANTED AT APPROPRIATE SPACING _0 NEW CONCRETE DRIVEEWAY- �`'� g. E GAS AEHICMS FOR THAT PARTICULAR PLANT MATERIAL. 1 - ASPHALT SHINGLE O CHECKEQ 4. FLOWERING ViNES SHALL BE SECURED TO A GAF SLATELINE H. o (E) ONC DR G� CMS DECORATIVE MANSONRY WALL OR WOOD FENCE. a��� QA,E { D °��w 10-10-05 5. THE VINES SHALL BE FIVE -GALLON SIZE AND BE �, SCALE PLANTED AT TWENTY FOOT INTERVALS. THEY SHALL BE i � � << :� -' 1J4"=V-0„ SECURED TO THE WALLS WITH EYE HOOKS AND AND WIRE. '�- (E) DECORATIVE WOOD FENCH S 2 "E 2 C) . C� 9 (E) DECORATIVE WOOD FENCH D ��� N� _ I �� I NORTH 01101 6. A POP-UP SPRINKLER TYPE IRRIGATION SYSTEM SHALL NEW CONCRETE DRIVEWAY EXISTIId/ONCRETE DRIVEWAY �,b 20 -0 1/2 �� ,. 'SST _� Hr �H� BE PROVIDED FOR ALL YARDS FOR EACH RESIDENTIAL RESIDENCE UNIT. 7. SPRINKLER LAYOUT AND TYPE TO BE PROVIDED BY SITE ROOF PLAN ri A-1 LANDSCAPE CONTACTOR SCALE: 1/8"=1'-0" A-1 A-1 C3F SHEETS BASE CABINET FLOOR PLAN NOTE OVERHEAD / WALL CABINET NOTES: i (=EVISICONS BY 10 2PLAN CHECK 6 CORRECTIONS 22" X 30" MIN. ATTIC ACCESS r 22" X 30" MIN. ATTIC ACCESS I' 11 SCALE: 1 /4"=1,_0" SCALE: 1 j4"=1'-0" CLOSETi POIFBE EXTERIOR1. ALL OUTLETS TO Gn PROTECTED WATER CLOSET AS SELECTED 2.CONTROL iSHOWER BY OWNER iTUB-SHOWER — LENGTH OF COUNTERTOP OF THE PRESSURE BALANCE OR UNDERMIRROR TO r OF • i LAVATORYt BY OWNER 3. MAXIMUM FLOW RATE STANDARDS ! AS SELECTED BY SET BYCALIFORNIA ENERGY OWNER PROVIDE r , i CLOSETS: r r.. WATERVALVE • STUD WALL AT ALL • , s SHOWER HEADS:, GLASS SHOWER ENCLOSURE AND SINK FAUCETS: 2.2 " rii" AS r BY OWNER aACCESS PANEL • R. SAFETY GLAZING REQUIRED • �, PROVIDE ANTI —SCALDING 1 1 1 # INT VALVE. 5. i ! INSTALLER SHALL POST r, MEDICINE CABINET AS SELECTED BY IN A CONSPICUOUSLOCATION OWNER BUILDING SIGNED BY WASHER PROVIDE i COLD WATER THE INSTALLER AND THE BUILDER 1 r'` INSTALLATION 172 DRYER PROVIDE HOOK—UP CONFORM OF TITLE 24, PART 6 AND THAT m TUB W/ SHOWER SELECTED BY THE MATERIALSr CONFORM REQUIREMENTSOWNER WITH THE m ROUND DRYER VENT TO EXTERIOR TITLE 20, CHAPTER 2. SUBCHAPTER AN 1 1 i • UCT LENGTH SHALLc ELBOWS.D6. LIGHT & VENTILATION PER BE REDUCED BY 2' FOR EVERY SEC11ON 1202.OF ELBOW IN EXCESS OF TWO. 15 CFM SIDE AIR PER ® HEATER WATER —SEE DETAIL 7/A-5 i PA NT IS !► r i- i 7. PROVIDE FOR PROPOSED ADDITION O MEET SEC F1_6] REFRIDGERATOR AS SELECTED BY OWNER • a ri • 8. PROVIDE WATER—RESISTANT OPENINGSFRAME i BOARDGYPSUM BACKING AS WALL AS REQUIRED A BASE FOR OR • REMOVE ExisnNG I♦ii• r • s , FOR PANELS SHOWER ENCLOSURES FRAME OPENINGS r PATCH WATER CLOSET COMPARTMENT WALL AS REQUIRED --`- - - EC. 2512 19MIRROR CLOSET DOORS AS SELECTED BY OWNER — SAFETY GLAZING REQUIRED �0 COOKTOP AS SELECTED BY OWNER 21 KITCHEN SINK AS SELECTED BY OWNER 22 HOT &COLD WATER CONTROLS (TUB) 10. CONVENTIONAL FRAMING FLOOR EXISTING WALL EXISTING WALL TO BE REMOVED NEW WALL DUPLEX OUTLET 0 14" ABOVE FIN. FLR., U.N.O. ff�d WATER PROOF OUTLET W.P. j QUAD DUPLEX OUTLET S SWITCHED OUTLET I GROUNDED OUTLET GFI J�H TELEVISION OUTLET 4 N TELEPHONE OUTLET 4 S.G. SAFETY GLAZING SINGLE POLE SWITCH. TiJ" il$ 3 THREE WAY SWITCH. $DIM DIMMER SWITCH. 0-0-0-0 i COVE ' WALL MOUNTED N,:. 1,3_ r 9 ' INCANDESCENT DOWNLIGHT J—BOX C ROOM FAN EXHAUST NN FAN I��IIIMIN. AIR CHANGES HOUR VENT TO OUTSIDE FSDI SMOKE DETECTOR BATTERY BACK—UP. DETECTOR ALARMSOUND AN AUDIBLEALL SLEEPING i BATTERY PERMITTED IN EXISTINGSTRUCTURE. r • � � s r db dP DRAWN CHECKED CMS .Al. 10-10-05 SCALE 1/4"-1'-0" JOB. NO 01101 SHEET A-2 OF SHEETS n" SCALE: 3/4"=1'--0" SCALE:. 1 l4"=1 ' - 0" ,lNG ROOF RAFTERS -19 INSULATION 2X8 FASCIA HARDIPLANK (CEDAR LAP SIDING W/ 9 EXPOSED) TO MATCH nNG GARAGE 0 f PING FRAMING cc @ # @ @ e e AWNING WINDOW IN A- 12 TING WALL A-7 SECTION SCALE: 1 /4" =1 ' ®0" 'E: •f+ 71 ,_ER CONNECTIONS EXISTING • EAM 26 GA G.I. FLASHING R-19 INSULATION BRICK �f • • • ♦ -13 7*0SlKU--- GARAGE BRICKNEW + • OF EXISTING FRAMING T'; PLATE MATCH EXISTING GARAGE GROUTED SPACE WALL TIE 22 GA X �« UP OR HOOK ;} E KITCHEN =rl (N) MASTER BEDROOM •INSULATION ITN0TN R-19 INSULATION++. + O 1. ROOF 2. ALL FINISHES TO MATCH EXISTING FINISHES 3. iLL DETAILS \ MATCH EXISTING DETAILS 4. FOR WINDOW DETAILS SEE 10/A-7 NEW CEMENT PLASTER wr T • , • ACOUAI T CLIIAI!'_`I CC -2 A-4 SCALE: 1 j4"=1 '--O" �'BEAM • 1 1 i • • ��COUNG JOIST. FLOOR JOIST FOOTING Ill crew-M#►ri*i• I@ IFILi PAII rP"r r /A c A-21 A-4 SCALE. 1 /4"-1 '_0" { EXTERIOR ELEVATION LE I (E) BEDROOM #2 (E) LNINGROOM R-19 INSULATION R-13 INSULATION M.- 0-19 INSULATION --' 3 SECTION A-2 A-4 SCALE: 1/4 $I= 1 0—oat NEW CEMENT PLASTER O/ 2 LAYERS OF 15j FELT -2 A-4 SCALE: 1 /4"=1'--0" MAT C H I(E)l mmi ASPHALT SHINGLES TO MATCH EXISTING paq Eo M r77jis3raNS BY 11 PLAN CHECK _2 CORRECTIONS i i 00 CN r�. N Q � � d .z CT w � U d U C? ` w C j �..i @) < ®.._.. w i ■ db • • DRAWN CHEh*CKEE> cros DA-M 10-10-05 SCALE 1/4"=1,_0„ JCfB. NQ 01101 SHEET A4..I C)F SHEETS r7EVI.laNs E5 7 Al PLAN CHECK 10-26-0 CORRECTIONS 00 C) -0 z w I CN u r) LT Q7 © < U r) � 77 @) r-P, zjj LU U*) ULJ Ln CST LU • C>R.AWN CHECKEE> cms PATE 1010-05 SCALE ]OB. NO 01101 SHEET A-5 OF SHEETS v mand `:a"� sarn���, I NOTE 26 GA. G.I. METAL VENT PIPE PROVIDE SEISMIC BRACES OR MIN. 5'-0" ABOVE THE ANCHOR UNIT TO PLATFORM. HIGHEST VENT COLLAR WHICH FURNACE INSTALLATION SHALL IT SERVICES, TERMINATION TO MEET ALL LISTED CLEARENCE. BE PROVIDED BY MANUR FORCED AIR UNIT (FAU) IS PROVIDE LIGHT ABOVE 2 3/8w NOT ALLOWED IN ATTICS OF CONTROLS TO SWITCH TRUSSED ROOFS UNLESS LOCATED AT OR NEW WOOD TRIM TO REQUIRED CLEMENCES ARE ACCESS. PROVIDED. NO LINE CONTACT F.A.U. - PROVIDE POSITIVE MATCH EXISTING IS PERMITTED. ELECTRICAL DISCONNECT AND A CONVENIENCE OUTLET WITHIN 25'. vx" Z__ AUXILIARY COND. OVERFLOW DRAIN. MIN. 30" X 30" WORKING SPACE IN FRONT OF DUAL GLAZING PER TITLE 24 CONTROLS. ........ ..... ....... .......... ........... ............... ..... .... ---------------- ------ - ---------- --- L4 5/8- PLYWOOD OVER BUILT-UP PLATFORM WITH NON-COMBUSTIBLE FINISH GCS .......... ............. .......... ........... ........... ........... ................ 20'-0" CONTINUOUS PLYWOOD . FLOORING NOT LESS THAN MAX- REDWOOD PLASTER STOP 2"24" WIDE • *22" X 30" OR THW SIZE OF THE 20 1\71 LARGEST PIECE OF EQUIPMENT it ACCESS OPENING W/ MIN. 30" CLEAR HEADROOM ABOVE. F ........... ........ ................. .. .. ... .... URN. ACE DETAIL ----------- ....... ........... SCALE:NTS A-2 1�51 1 1/2- 20 WOOD WINDOWAll 2X4 STUD WINDOW SASH TO MATCH WIDTH 1/4- X 4 1/4- LAG SCREW OF EXISTING FRONT WINDOW W/ WASHER 5/8" GYP. BD. WOOD TRIM TO MATCH 2X4 EXISTING OF EXISTING 1`111 SEISMIC STRAP (1 1/2- W. X 16 PLYWD SHEATHING GA.) SNUGGLY WRAPED AROUND TANK AND SNUG SPACER PROVIDED SELF ADHERED WEATHER BARRIER STRIP CONT. BETWEEN THE WATER HEATER AND WALL (VYCOR V40 OR EQUAL) SNUG SPACER REQUIRED ELEVATION CEMENT PLASTER SECTION BETWEEN THE WATER HEATER AND THE WALL WATER HEATER S2 WTV INDOW SECTION & ELEVATIONL r3 SCALE: 3 1 -0 A-2 [!-5 000 -WINIDOW/LouV. ER SCHEDULE TOP VEW WINDOW DETAILS TYPE WIDTH HEIGHT FRAME GLASS HEAD JAMB SILL MULLION REMARKS FINISHED FLOOR THIS SYSTEM MAY BE USED TO ANCHOR A HOT A 21-0" 29-10" WD 114n 3/- 3/- 3/- DOUBLE HUNG WATER HEATER THAT IS ADJACENT TO A WALL TANK FEET NEED TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED UP WITH A FLEXIBLE GAS B 2'-3" 41-6" WD 1/4" 3/- 3/- 3/- DOUBLE HUNG CONNECTION. c 3*-0" 49-6" WD 1/4- 3/- 3/- 3/- DOUBLE HUNG .WATER HEATER DETAIL 7 SCALE:NTS A-2 A-r, R-13 110 -----,, COMPOSITE SHINGLE TO MATCH INSULATION EXISTING o/ (MIN.) 2- LAYERS mum TYPE TYPE 30# FELT o/ BOW ROOF SHEATHING ON TRUSSES. PLYWOOD -PLYWOOD SUB &1 2 X BASE PLATE —CEMENT PLASTER 0/ 02 LAYERS OF 15# 26 GA. G.I. FLASHING FELT ` — FASCIA TO MATCH EXISTING ----- - G.I. FLASHING 40 qjv 0 2 2 x EAVE BLOCKING w/ (3) 2* INSULATION • z DIA. SCREENED VENT HOLES (PER Z C*C�C BLOCK) -VENTS TO OCCUR AT 0 EVERY OTHER BLOCK. CEMENT PLASTER 0/ BLDG. PAPER FOOTING - SEE STRUCTURAL HEADER WHERE OCCURS • INSTALL BAFFLES AT ATTIC VENTS 7=& MML v 1111 mll EAVE DETAIL s FOOTING DETAIL SCALE: 1"=1'-O" A-2 A-55 SCALE. . 1',=1'-O" A rP_EV11S1C>NS BY ,& PLAN CHECK 0-26-05 CORRECTIONS 00 Q CZ4 0- Ln = o —c� L7 0 u 77 r L7 01- uj C) • (-_"ECKEo cms ®ATE r 10-10-05 SCALE 114'1=11-011 JC:)B. NC) 01101 SHEET A-5 OF SHEETS tr It 1/4` 6 6 ----------------------- l........, r........ _ r _ — r r t 1-7— � I Y 2/1 X O.C. 11 �}'3� 0 � �' 2��Y] X �y�1j 0 0 � � ,fir. - .-. - - � � 2��M{ X 10 J�� 0 I 1 V V. . 6 id-V. Y O.C. 2#--On I t t t I I I 15 ! -4. A—i r 17 I I wom MOMMMMOMWAMMOMMON momommommi" B A 7 i I I%IVW GARAGE SLAB 3 j I 1/2" CONC, SLAB W,/ SAND CONCRETE. I -21mr t F I I I I t I — — — — ova.-... "^.'^ TYPICAL 0 ROOF 1 /2" APA RATER SHT'G W/ 1Od COMMON NAILS 0 4" O.C. SN, B" O.C. EN & 12" O.C. FN FA Mill j 2 —4X4 POST W1 ND TYP. 4 LOC IONS LR t } 7 I I I —TYPICAL 0 FLOOR 23/32" APA RASED ST'UR04-FLOOR SHT`G W/ 10d COMMON MAILS 0 4" O.C. BN, r D.C. EN & 10" D.C. FN ! ! I —B — r�- �—+ _ — _ _ _ _ r _ r _ --ten .rr r-. -.+.- it emu• .i• r. r �� F� vr, � � +� �• r � I I ate- �wr tr �- t I I I I I I I 2 X fi 0I I I ! 1 fi J.C. ! I I t I ! 5 t i ! I ( I I I 'A-7 — 'l 69 I t I I I Imo, _rr__r_—r-----T1 II t CONC GARAGE I t i SLAB 4" CONC. I # ! SLAB W/ 13 0 II t -- 18" /c EX II I 0/2" SAND 14 714)/'t , A, WA *r.eo I MIA f-4 LA 00 Ott...to% * I I w I _ _____r___ r _rrrrr.._._,_r_._._._.._.._...______C��� .~ r .�; _ -- - — r. r _ — — — — — — r — _ r _ _ ..-. —..... — — _ —........-.......... — —.....- — .......-..+ `.......r ..-.r+ —.._...�.. •.._..._. J It WIDE x 12" DEEP GRADE BEAM W/2 #4 T & B W/ #4 71ES A B* O.C. NEW ADDITION I STING TYPICAL A ROOF 1/2* APA RATED SKrG W/ 10d COMMON NAILS A 4" O.C. ON, 6' O.C. EN & It O.C. FN MOOR FRAAHNG PLAN 4 ) SCALE: 1/4"m 1 '_0 SCALE: 1 /4-= i `— U-- T A 2 FOR GENERAL NOTES AND TYPICAL DETAJLS TYPICAL2. OLOADS ii" t r DEAD LOAD= 10.0 LIVE it•r 40 i 3. DESIGNATES SPANDIRECTION OF i 4. 3'-0* DESIGNATES SIZE OF FOOTING SEE SCHEDULE FOR THICKNESS AND REINFORCING r � i B. <S> SHEAR WALL ALL WTION, 1,/2* '}APA RATED SHEATHING ��r Vt W/ 1Od O.C. EDGE AND iro.67MMr-�� + 7. ROOF DIAPHRAGM `AG BE INSPECTED BEFORE arSCHEDULE. BEARING8. DOUBLE ISTS; ARE REQUIRED UNDER NS T y/�k 9. PIPES, s 07HER NON STRUCTURAL R • j ■ * UIC11ON SHALL NOT INTERFERE WITH ►M TO . WITHIN UNDERFLOOR ' ►-O r PRCMDE 11t PLYWOOD SHEATHING W r i j * MAX r LUMBER:CRIPPLE WALLS. 11. FRAMING DOUGLAS FIR NO. 2 BETTER 12.ALL MATERIALS: ` LUMBER, M PLYWOOD, •ii BE AND BEAR MANUFACTURE!S OR r r } s I As 5r$, xl6�s�ut_ ldPt p &4M it ert.0 L*PI5 '51jp4k 697 z4 F - V4 5cn-+C`F Tqfv .z +UCH LT Y4 r .UU Sy..' swY. a Z5 �do U) r— AA 8 LU < s • �t ! 4 • 4w Orr, LiRP�YUNI i.r C*�BE�C�'t Nm twcm 10-#.O-tiS OCALAt 1 )4"=V 0- lm3e�. No 01101 *"sex A�6 Cap 6*460m D p t� my$, cf— ,avi•7dJ j�miE 4r : i �� 11 " A�_ 1 1/2 0 HANDRAIL C) 04 40 REDWOOD (2) 5/8- 0 X 7- LAG BOLTS IN LEAD SHEILDS HANDRAIL 15 BD. R-13 INSULATION PLYWOOD FLOOR PORTLAND CEMENT PLASTER R-19 INSULATION 2X P.T. DECKING /—FLASING CUT INTO PLASTER HU28 JOIST HANGER Z� 2X6 FLOOR JOIST 0 16" O.C. 5/8- DIA X 4- LAG BOLT 0 24" O.C. STAGGERED c1q 2X P.T. LEDGER G.I. PLASTER WEEP SCREED — FOOTING SEE 5/ S AMMOK DOSTING IC A-2 A-7 SCALE: 1"=l'Ar 3/4- FLR SHTG 10d (E) RIM JOIST to &10 SVC NAILS 0 6 , 6 , % _'r AS' "ING @ THE DECK (E.N., B.N.. F.N.) BLOCKED, TYP Fla ri (3) 16 d 0 16" SCALE: 1 "=1'-O" ............ JOIST HANGER T2LA--j FLR. JOIST w/ SIMPSON U—HANGER PER PLAN HU41OTF 15# FELT o/MASTIC o/CONC. AT 4m ALL AROUND BEAM (WATER PROOFING) SCALE: 1"=1 '-0" 16d SILL NAILS 0 3- o/c STAGGERED TYP. 3X P.T. SILL PLATE W/ L 5/8- DIA. ANCHOR 80T5 7" MIN. EMBED INTO CONCRETE NOT MORE THAN 6'-0" APART, TYP. SEE DETAIL 16/— FOR ADDITIONAL INFO. #4 T&B (CONT) SCALE: 1"=1 '-0 (E) CONC. WALL A-21 A-7 SOLID SHIM AS REQ'D (N) 4x6x4 _01s + + ce. ZFLR. JOIST W/ HA SIMPSON U—NGER PER PLAN HU41 OTF 15# FELT o/MASTIC o/CONC. . AT 4* ALL AROUND BEAM (WATER PROOFING) 7 P.T. SILL PLATE _�_4M READWOOD POST 3'-0" SO. C 0% LUM11VI 4X8 P.T. BEAM SCALE: 3 0= i $-on A35 BOTH SIDES OF I K I STRINGERS LSTA24 AT 2X REDWOOD RISER 2X REDWOOD TREAD — �-�V12 REDWOOD STAIR STRINGER 4 TOTAL 5/C 0 X 7" A.B. 2X4 P.T. 1" SLOPE CONC. AWAY C14 FROM POST 10" DIA CONC. FOOTING 17 A 11-1 STj-k rr, FRAMING UA-1 SCALE: 1"=1'-0" —CLAY TILE TO MATCH EXISTING 0/ (MIN.) 2— LAYERS TYPE TYPE 30# FELT o/ ROOF SHEATHING ON TRUSSES, BATTENS WHERE OCCUR. VERIFY w/ ROOF MFGR. SPECIFICATIONS® _TILE EAVE CLOSURE STRIP '------ 26 GA. G.I. FLASHING —FASCIA TO MATCH EXISTING A 2 x EAVE BLOCKING w/ (3) 2" DLk SCREENED 1/4- CORROSION RESISTANT METAL MESH COVERING VENT HOLES (PER BLOCK) —VENTS TO OCCUR AT EVERY 5 16d OTHER BLOCK® EACH CJ STUCCO FINISH o/ BLDG. PAPER 2x FACIA BOARD INSTALL BAFFLES AT ATTIC W/2-16d PER JOIST VENTS Al• 11 ILI suwmic on 3-16d EA. BRACE TYP. BN 3X P.T. SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS 7" MIN. EMBED INTO CONCRETE NOT qfTsy2v LSU HGR. SLOPED & SKEWED 2X8 AT 16* O.C. R"IDGE • A-21 A-7 N MORE THAN 6'-0'* APART, TYP. PATx E21 x j WASHER 2X P.T. SILL PLATE 00 z #4 T&B (CONT) 4" Z k. co #4 0 24 SCALE: 1"=1'-O" 16d SILL NAILS BN EN 1 3/4- ML CONST. RIM JOIST A35 016" O.C. A34 EACH ROOF JOIST BRACE E.N. 2X4 BRACES 0 32" O.C. Ek WAY (ALTERNATE 77=77— DIRECTIONS 0 16- O.C.) 2x4 0 16* O.0 -----CEIUNG LINE A-21 A-7 z BN SEE PLAN 3X P.T. SILL PLATE W/ 5/8- DIA. ANCHOR BOLTS 7" MIN, EMBED INTO CONCRETE NOT 16d SILL MORE THAN 6'-0* APART, ,-'—NAILS 'TYP. BN EN 1 3/4* ML CONST. RIM JOIST % - EN BLKG 0 M FM RIDGE F13 MING SCALE: 1 1 —0" A UA- 7 BN OwA FLAT AT 24" O.C. (2) 1 Od AT EA. OUTLOOKER WO.C. to SCALE: 1"=1'-O" A-2 [A-7 CO Z . . . ...... #4 T&B 4 (CONT) 4w 80 PLYWD SHEAR 5 SEE PLAN (N) 2x STUDWALL A�-7 3X P.T. SILL PLATE W/ 5/8- T DIA. X 10* ANCHOR BOLTS 7" co MIN. EMBED INTO CONCRETE W/ PLATE WASHERS A MIN. 2*X2*X3/16" THICK NOT MORE _1 J" . .... THAN 4'-0" APART, TYP. CONT. #3 Go f WITHIN 12OF CORNERS & SPLICES EN4:4< SLAB ON GRADE ck: PER F.G. PLAN E) PAVING or f PER PLANto SCALE: 1"=1'-O" A-21 A-7 SCALE: 3"=1'-O" A-21 A-7 2x ROOF JOIST PER PLAN ROOF SHVG PER PLAN 3/4" FLR SHTG w/ �Od FLR. JOIST PER PLAN NAILS 0 6m, 6", 12m/": BN (N) FLR. SHT`G (E.N., B.N., F.N.) BLOCKED, TYP 2xSHAPED BLOCKING + + PLYWD SHEAR SEE PLAN PC 6ST CAP + + FLR. JOIST W SIMPSON U— GER 4X4 MIN. POST PER PLAN (N) FLOOR BEAM (4) #4 EA. WAY CBSO POST BASE --------- EQ. SPACING 04 ®i OD :i Z A-21 A-7 SCALE: 1-=l'-O- 11 2'-0* SQ. U.N.O. I N G A-21 A-7 SCALE: 1 "=1'-O" F, im 1 wil MA FOOTING SCALE: 1"=1'-0" L A-2 I A-7 SCALE.- 1 "=1'-O" 3 0 18-0/c to (2) #4 CONT. V-3so MIN. EN LSTAIS TOP & BOTTOM PLATE V • DRAWN CHECKED cms ogre 10-10-05 SCALE AS SHOV-IN 30-13. NCI 01101 SHEET A-7 OF SHEE-rS F2EVI'�aIO1VS BY Al PLAN CHECK 10-26-05 CORRECTIONS GENERAL NOTES NAILING SCHEDULE (PER TABLE 23-II-8-1) 1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL NAILS SHALL BE BOX OR COMMON WIRE CONFORM TO THE LATEST EDITION OF THE U.B.C. OR LOCAL CODE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED 2, THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING WITH COMMON WIRE NAILS. SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT -JOISTS OR RAFTERS TO SIDES OR STUDS & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 8 INCHES IN DEPTH OR LESS------------- 3-16d 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS, FOR EACH ADDITIONAL 4"DEPTH ADD ---------1- 16d 4, ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY -JOISTS OR RAFTERS AT ALL BEARING APPROVED EQUALS. TOE NAIL EACH SIDE-------------------- 3-8d 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE -STUDS TO BEARING -TOE NAILS EA. SIDE------ 2-8D -BLOCKING BETWEEN JOISTS/RAFTERS GENERAL NOTES TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ----2-10d REMODELING NOTES FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2-10d 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING -BLOCKING BETWEEN STUDS EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. AT EACH END -TOE NAILS ----------------- 2-10d REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE END NAILS ----------------- 2-16d AND SECURED. -PROGRESSIVE BLOCKING 2. PROVIDE HILTI KBII INTO EXIST. CONCRETE AT ALL SHEAR RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-16d WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE -MULTIPLE STUDS FOR SIZE AND SPACING. (STAGGER NAILS ON STUDS WIDER THAN 4")--16d@24"OC 3. PROVIDE SIMPSON MST-48 BETWEEN NEW WALLS AND EXISTING FRAMING NOTES -RIBBON TO STUDS WALLS AT THE DOUBLE TOP PLATE. FRAMING SHALL COMPLY WITH SECTION 2326 OF THE U.B.C. LATEST 1X RIBBON ------------------------- 2-8d 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES EDITION. 2X RIBBON ------------------------- 2-16d -DOUBLE TOP PLATES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FRAMING -GENERAL LOWER PLATE TO STUD ----------------- 2-16d FROM DAMAGE.. 1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UPPER TO LOWER PLATE -------------- 16dCU16"OC 5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE UNLESS NOTED ON PLANS. AT SPLICES ON EACH SIDE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 2, ALL POSTS SHALL HAVE SIMPSON 'PC" CONNECTORS AT TOP OF BUTT IN TOP PLATE ----------------- 8-16d TOP 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR AND SIMPSON "BC" OR "BCO" CONNECTORS AT BASES UNLESS UPPER TO LOWER PLATE FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC. AND SHALL OTHERWISE NOTED ON PLANS. AT INTERSECTIONS --------------------- 8-16d NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. -CEILING STRIPS 7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR @ 24" O.C. AND SHALL BE SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR 1 X4 PER BEARING(STRONGHOLD TYPE) -------3-8d W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION. SHOWN ON PLANS. 2X3FOOTINGS -PLYWOODENAIILING( EE DBEARI �AILSOLD &/OR SCHEDULES-1-16d FRAMING -WALL -BUILT UP BEAMS 20d@32' OC AT TOP AND BOTTOM ENGINEERING NOTES 1 SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS STAGGERED 2-20d @ END 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY (UNLESS OTHERWISE NOTED ON PLANS): -1X6 LET -IN BRACES, EACH BEARING .---------2-8d THE STRUCTURAL ENGINEER. 2X4 @ 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE (PRE -DRILL HOLES FOR NAILS) AND ONE ROOF SHALL HAVE A MAXIMUM 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HOOK HEIGHT 10 FEET HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 2X4 @ 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM A 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING HEIGHT OF 14 FEET SPECIAL INSPECTION SHORING,TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS- 2X6 Q 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED FLOORS AND A ROOF SHALL HAVE A MAXIMUM CHAPTER 17 OF THE CBC BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONS- HEIGHT OF 10 FEET. IBLE FOR THE STABILITY OF THE STRUCTURE DURING THE 2X6 @ 16"OC NON -BEARING WALL MAXIMUM HEIGHT IS 20 FEET ( ) A325 SC BOLTED CONNECTIONS ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD 2. RAKE WALLS ADDACENT TO SLOPED CEILINGS SHALL BE BALLOON FIELD WELDING INPECTION/OBSERVATION OF THE ABOVE ITEMS. FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF A ROOF OR CEILING DIAPHRAM. EPDXY ANCHOR INSTALLATION UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE OF 90% RELATIVE COMPACTION PER U.B.C. APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC STRUCTURAL SYMBOLS (2326.11.9 & .10) NOTCHING MAXIMIUM: 25% OF WIDTH ON BEARING WALLS INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN 40% OF WIDTH ON NON -BEARING WALLS AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC. NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS USE BORING MAXIMUM: 40% OF WIDTH ON BEARING WALLS HILTI KBII THE SAME SIZE & SPACING AS 60% OF WIDTH ON NON -BEARING WALLS. CALLED FOR ON PLANS (MIN 2 3/4" EMBED). NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE ® INDICATES POST (BELOW BEAM) SHALL BE PROVIDED. MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. BEAM SIZE 6 WALL BRACING SHALL BE PROVIDED PER UBC (2326.5.1) 4 X 12 SI SMALLER 2-2X4 W/16d NAILS © 12" O.C. PROVIDE 1X6 LET -IN BRACING (Q APPROX. 45 DEGREES) EVERY 6 X 10 & SMALLER 3-2X4 W/16d NAILS CAD 12" Q.C. 25' IN ALL STUD WALL NOT SHEATHED.BRACES TO RUN CONTINUOUS 4 X 14 & LARGER 4X4 FROM TOP PLATE TO SILL PLATE. 6 X 12 & LARGER 06 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER FRAMING -FLOOR POST SIZE REQUIREMENTS. 1. FLOOR SHEATHING (MIN) 3/4"STRUCTURAL I T & G PLYWOOD PANEL INDEX NO. 32/16 WITH EXTERIOR GLUE. USE 10d NAILS POSTS ARE TO CONTINUE DOWN TO FOUNDATION. AT 6"OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10"OC FOUNDATION NOTES FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. GENERAL 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS. 1. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER CONDITIONS INDICATED IN THE SOILS REPORT. BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 2. SEE SOILS REPORT BY PETER AND ASSOCIATES DATED JULY 26, 2004, PROJECT NO. JN04G4295. 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS ALLOWABLE BEARING PRESSURE = 1500 PSF SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE MINIMUM FOOTING EMBEDMENT INTO COMPETENT MATERIAL = 24" (UBC 2326). 5, JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND 3. SOIL BENEATH FOOTINGS AND SLABS SHALL BE PREPARED PER AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS RECOMEMENDATIONS IN THE SOILS REPORT OF JOISTS ARE NAILED TO A HEADER, BAND OR RIM JOIST 4. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS. TO POURING OF CONCRETE AND SHALL VERIFY THE SOLID BLOCKING SHALL NOT BE LESS THAN 2" IN THICKNESS AND THE FULL DEPTH OF THE JOIST. (CBC 2320.8, 2320.8.3) COMPETENCY OF THE BEARING MATERIAL 5. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER FRAMING -ROOF INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT. 1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT 6. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC FIELD. BE AS FOLLOWS: NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 5/8" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS CONCRETE WITH SPACING NO GREATOR THAN 6 FEET O.C. NOR SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE FURTHER THAN 12" FROM CORNERS (MIN 2 BOLTS PER PIECE). FRAMING -CEILING (PER TABLE 23-1-V--J-3) SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS 1. CEILING JOISTS SHALL BE 2X6 @16"O.C. (MAX SPAN=17'-8") 7. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. 2. CEILING JOISTS SHALL BE 2X8 ©16"O.C. (MAX SPAN=23'-4") WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR FRAMING-JOISTS/RAFTERS ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: ETC. (UBC 2326-12-4) 8. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1 /3 OF SHALL NOT BE EMBEDDED THEREIN. DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE 9. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS CLEARANCE OF TWO INCHES. 2x STUDS @ 10. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 16" O.C. CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND OF DRESSED DEPTH. NO NOTCHING IS ALLOWED 16d @ 12" O.C., FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS, IN THE CENTER THIRD OF THE JOIST SPAN. STAGGERED PLYWOOD 11. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE NOTCHING IN OTHER LOCATIONS SHALL BE ON THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 16d 0ERED O.C. WHERE OCCURS STRUCTURAL ENGINEER, OF THE JOIST DEPTH. CONCRETE 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS EX 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE SHALL BE BOLTED TOGETHER WITH 1/2"DIA MACHINE BOLTS W/ TYPE 11 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI WASHERS AT 24"OC STAGGERED. BOLTS SHALL BE RETIGHTENED IN 28 DAYS. CEMENT SHALL CONFORM TO A.S.T.M. CX-150 PRIOR TO APPLYING FINISH MATERIALS. FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33, 3. JOISTS RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES /2" MAXIMUM WATER CEMENT RATIO = 0.46 FOR ALL CONCRETE I WITH 3-16d NAILS OR USE SIMPSON ST 2115 C�? 48 INCHES O.C.00 LG.OM BLOCKING IG TOP, POST WHERE BOTTOM, & MID -HEIGHT MAXIMUM SLUMP 4" nccuRs REINFORCING STEEL 4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED © 8'-0" O,C, MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH 1. REINFORCING STEEL, 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR GRADE 60 PER A.S.T.M. A615. RAFTERS AT ALL SUPPORTS. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL. FRAMING -BOLTING WELDING OF REINFORCING BARS. 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD TYP. STUD WALL INTERSECTIONS 3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND OR NUT. SEE SCHEDULE VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY - SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR WOOD, PLASTER ETC. 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN 4 REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED NOMINAL BOLT DIAMETER. FOR SIZE AND SPACING OF SINGLE LAYER DOUBLE LAYER NOTE: "L" = 40 X BAR DIAMETER IN CONCRETE, U.N.O. "L" = 50 X BAR DIAMETER IN MASONRY, U.N.O. REINFORCING REINFORCING SAME SIZE AS FOOTING REINFORCING - 0 3'-0" CONC. 40 DIA. 2'-8" MAS. MIN. 3" CLR. �• r NOTES: TRENCH SHALL NOT 1. ALL PIPE SLEEVES TO BE 2" UNDERMINE WALL FTG. LARGER THAN PIPE. 2, FOR PIPES MORE THAN 3'-0" 50% COMPACTED BELOW BOTTOM OF FOOTINGS, BACKFILL @ TRENCH STEP FOOTINGS PER DETAIL EXCAVATION (NO PIPES ALLOWED IN FTG. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. fII1 1111- �E'11 < < PROVIDE 2" CEMENT RYPACK IF CI-4.- ~ ~ LACED UNDER "� z 2 1-- CL w z n cv Q t° NO TRENCH o PARALLEL NOTES: 6d MAX. �1 / z .I TO FOOTING BELOW THIS 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. LINE 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1 /3 OF SPAN. d' = PIPE PROVIDE SLEEVES NO SLEEVES SHALL SLEEVE DIAMETER FOR ALL PIPES. PENETRATE FOOTING PIPE TRENCH (0 1 TYP. JOIST NOTCHING loll "R" BAR SIZES 3 1/2 'D' #3, #4, #5 5 'D' #6, #7, #8 7 'D' #9, #10, #11 9 'D' #145, #185 z ui ti 'R' IZ 40 'D' CONCRETE 50 'D' MASONRY 2X4 STI 16" O.0 HEADER 4'-0" MIN. LAP 2X BLK 2X TRIh DOUBLE TOP P TES U.N.O. 4X ENE & HOLI U.N.O. 'R' a 4 ' D' 4" MIN. JDS C . U.N.. O. DOUBLE OP PLATE E Xi Al I AILI G FIE G N.) X �. MER POST OWNS N/ E.N. STRA 6/- x L1,41 T TYP. 10 - 16d EA. SIDE OF TOP PLATE SPLICE U.N.O. HOLDOWN PER SILL PLATE BOLTING (OR ON FRAMING PLAN PLAN SOLE PLATE NAILING AT 12" UPPER FLOORS) MAX. PLATE SPLICE c `g SHEAR PANEL ELEVATION SIMPSON CS16X48" W/2 BAYS OF BLK'G ABOVE & BELOW ALL WINDOWS @ EXTERIOR SHEAR WALLS, TYP. INSTALL OVER PLYWOOD 2-2x PLATES, SEE PLANS FOR FRAMING ANCHOR TOP AND SIZE AND REFERENCE TO SPLICES BOTTOM OF DOUBLE STUD FOR HEADER SIZE, SEE PLAN OR POST \ Fr2x CRIPPLES AT 16" O.C. -;;�7 16d PER E.N. AT SHEAR WALLS FIRE BLOCKING AT CEILING �.--- PROVIDE SIMPSON A34 FOR 2x4 LINE AND NOT TO EXCEED STUDS AND A35 FOR 2x6 STUDS, 8'-0' O.C. EACH SIDE NOTES FOR NAILING SEE GENERAL - USE 2-2x JAMBS FOR 4x10 AND 6x8 AND LARGER HEADERS 1 STUD FOR INTERIOR WALLS END POST AT PLYWOOD SHEAR 2 STUDS FOR EXTERIOR WALLS PANEL WHERE OCCURS W/ E.N. UNLESS NOTED OTHERWISE NOTE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C. l TYP. WALL FRAMING f OTHER SPLICES SHALL BE APPROVED BY THE STRUCUUAL LUMBER JOIST OR RAFTER, SEE PLAN STAGGER PLYWOOD JOINTS ENGINEER. 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING 3/6" MIN. EDGE DISTANCE FOR NAILS v 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT BOUNDARY NAILING (B.N.) SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED, SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE ALONG CONTINUOUS PANEL EDGES 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE WEST COAST LUMBERMANS ASSOCIATION; AND GRADE MARKED AS SUCH). SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REPETATIVE USE MEMBERS r REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION STUDS & PLATES NO. 2 EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. JOISTS & RAFTERS 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS 2X4 TO 4X1O INCLUSIVE NO.2 TYPICAL INTERMEDIATE NAILING (I.N.) SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF 4X12 TO 4X16 INCLUSIVE NO.1 FLOORS-10d 0 10" O.C. CONCRETE OR GROUTING OF MASONRY. SINGLE USE MEMBERS ROOFS- 10d 0 12" 0. . 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF BEAMS 4X NO. CONCRETE: 6X OR LARGER NO.1 EDGE NAILING (E.N.) BELOW GRADE UNFORMED) 3" CLEAR POSTS & MULLIONS BELOW GRADE FORMED) 2" CLEAR 4X4 & SMALLER N0.2 WALLS 1" CLEAR 4X6 & LARGER NO.2 COLUMNS 1.5"CLEAR 6X6 & LARGER N0.1 2 X 3 FLAT BLKG. AT UNSUPPORTED EDGES. (REQ'D. LONC DIMENSION OF PLYWOOD BEAMS AND GIRDERS 1.5"CLEAR MISCELLANEOUS LUMBER ONLYWHEN CALLED FOR ON TO RUN PERPINDICULAR TO STRUCTURAL SLAB BLOCKING, FURRING, ETC. NO.3 JOISTS (ABOVE GRADE) 3/4"CLEAR DECKING &SHEATHING MIN. SHEATHING SIZE TO BE 2X 3X 4X COMM'L DEX NOTE: PLYWOOD TO BE 2'-0" x 4'-0" 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE I I INSPECTED PRIOR TO COVERING RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN �y 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. PLYWOOD LAYOUT 3. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S.L-95 19-IMMA RI1111R 2- 16d 16d 0 12", STAGGERED JOIST OR RAFTER UPPER PLATE 4" WIDER THAN LOWER PLATE 2X STUDS 0 16" O.C. 9D 12", STAGGERED OR RAFTER R PLATE 4" WIDER THAN R PLATE TUDS 0 16" O.C. PERPINDICULAR JOISTt AWALL d WIDTH '� 11 d WIDTH 0 0 co NOTCH IN STUD 4mx. d BORED HOLE NOTE: BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION NON -BEARING PARTITION TYP. STUD NOTCHING dr-1W C WALL F OF STU 16d AT 12" EA. SIDE/ EA. CRIPP MIN. EXTEND STUDS FULL HEIGHT OF WALL (4) 16d EA. SIDE 2X STUDS 16" O.C. EPC OR PC (2) 2X CRIPPLES TYP. 0 BEAM OVER 8" DEPTH. USE 4X POST U.N.O. ON PLANS (CRIPPLE OR POST TO BE FULL WIDTH ON BM.) NOTES: 1. WHERE BEAM INTERCEPTS TOP PLATE SPLICE USE ST6236 2. BM(S). CAN SIT ON TOP PLATE ABOVE POST W/ E.P.0 OR P.C. SHEAR WALL SCHEDULE 1997 U.B.0 MAX. SILL BOLTING SPACING MARK WALL TYPE ALLOWABLE I EXTERIOR INTERIOR SILL NAILING SHEAR WALLS WALLS O UPPER SL'O ES 1/2" APA RATED STIR I PLYWOOD OR OSB 340 PLF 5/8"032"o.C. 5/8-032"o.C. 16d 0 4"q.C, 0 W/ 10d COMMON NAILS Q 6" O.C. EDGE, 12" FIELD B 1/2" APA RATED STIR i PLYWOOD OR OSB 510 PLF 5/8"@24"o.C. 5/8"024"o.C. 16d 0 3" O.C. STAGGER W/ 10d COMMON NAILS @ 4" O.C. EDGE, 12" FIELD C 1/2" APA RATED STIR PLYWOOD OR OSB 665 PLF 5/8-016"O.C. 5/8"@16"o.C. 16d 0 2" O.C. STAGGER W/ 10d COMMON NAILS Cw. 3" O.C. EDGE, 12" FIELD 1/2" STRUCT I PLYWD WITH 10d NAILS @ 2" O.C. AT EDGES & 12" O.G. FIELD 870 PLF 3/4"@l6"O.C. 3/4-016"O.C. 5/16" IA. s"6" LA( OVER 3X STUDS (TABLE 23-11-1-1 UBC) 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF 8. USE 2 1/2" X 2 1/2" X 3/16" PLATE WASHERS AT BLOCKED WITH 3X SOLID BLOCKING. A WALL AND NAIL SPACING IS LESS THAN 6 " ALL ANCHOR BOLTS IN SHEAR WALLS. O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS 9, AT EXISTING FOOTINGS USE 5/8"0 ALL THREAD TO BOTH SIDES OF WALL DOUBLE THE NUMBER OF OR FRAMING SHALL BE 3- INCHES NOMINAL OR ROD W/ SIMPSON ET EPDXY DRILL 2/4"4 X8" BOLTS ( I.E. HALF THE O/C SPACING). THICKER & NAILS ON EACH SIDE SHALL BE DEEP HOLES PER ICBO ER 4945 STAGGERED. SPECIAL INSPECTION REQUIRED 3. USE 3X PRESSURE -TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY 6. ALL CONT. INTERIOR & EXTERIOR WALLS TO HAVE 5/8" X 10" A.B.'S @ 4'-0" Q.C. MAX. UNLESS OTHERWISE NOTED ON PLANS. 4. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER & NAILS SHALL BE 7. ALL INTERIOR NON BEARING WALLS STAGGERED. TO HAVE 7/32" SHOT PINS AT 32" O.C. & 48"O.C. RESPECTIVELY: I.E. OZARK #H-67 ICBO REPORT 1280,MAY 1987. 4' YPICA STRUCTURA 00 N F- W CN t.) H Q WQ LLJ H u_ C.j Q LJ r ,.= P- co vt LLJ C.T 0- 't- Li w CT H Q • w w •i • w w • r � � w DKAWN CHECKED CMS DATE 10-10-05 SCALE AS NOTED ]OB. NO. 01101 SHEET A-8 OF SHEETS Mandatory Measures Summary: Residential (Page 2 of 2)MF-1R -ww ill/I� �I Ill/�11 Iwl® NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. 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. Check or initial applicable boxes when completed or check NIA if not DESCRIPTION ENFORCE applicable. applicable, II DESIGNER MENT Space Conditioning, Water Pleating and Plumbing System Measures: (continued) 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, ❑ Fx� ❑ 604, 605, and Standard 6-5; supply-oir and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. 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. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ® ❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. 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 duct systems and their components shall not be sealed with cloth back rubber adhesive duct ❑ ® ❑ tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ® ❑ ❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ® ❑ ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, ❑ ® ❑ equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that itWE&bAd provides shielding from solar radiation that can cause degradation of the material. T Flexible ducts cannot have porous inner cores. ❑ ® ❑ 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on -off switch mounted outside of the ❑X ❑ ❑ lirordtaproof 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 or outdoor spas. R ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ® ❑ ❑ 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ® ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118 1 Cool Roof material meets specified criteria © ❑ ❑ Lighting Measures 150(k)i: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are ® ❑ ❑ electric and have an output frequency no less than 20 kHz. 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, © ❑ ❑ luminaire has factory installed HID ballast. 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined © ❑ ❑ in Section 13O(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that thhese luminaires are controlled by switches separate from those controlling the high efficacy luminaires. 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ R ❑ OR are controlled by an occupant sensor(s) ceritfied to comply with Section 119(d). 150(k)4: Permanently installed luminaires i coted other than in kichens, bathrooms, garo es laundry rooms, and utility rooms shall be high efficacy luminaires except closets less than 79 ft OR are contro�le by a dimmer switch OR are ❑ ® ❑ controlled by an occupant sensor that complies with Section 11 (d) that does not turn on automatically or have an always on option. 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ R ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the some lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article ® ❑ ❑ 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lightingq that complies with Sections 130, 132, and 147. © El Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146, 150(k)8: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more R ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119 d . EnergyPro 4.0 by EnergySoft User Number: 5634 Job Numbdr0795 PcI of 9 Toribo Existina -+- Addition 10/161/2005 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type FAU & A/C Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R-ValuStatus Tested? FAU & A/C Ducted Ducted Attic 2.1 Altered No Hydronic Piping pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy StandblyTank Insui. Water Heater in Input Cap. COnditiorFactor Loss R-Value System Name Type Distribution yst, (9tu/hrJgal) Status or R11 (%) Ext. Gas 50 Gallon Small Gas No Pipe Insulation 1 4Q000 50 Existing 0.62 --n/q-- ,_n a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping LengthA(Ild) 1 /2" Control # HP Type In PlenurrOutslde Buried Insulation 1 for small gas storage (rated input <= 75000 Btu/hr, , electric resistance and heat pump water heaters, list energy factor. For largge gas storage water heaters (rated input > 5000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantoneous gas water heaters, list Rated Input, and Recovery Efficiency. COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of responsibility. Regulations, and the administrative regulations to Thispd�rrtiffeaote tltmerheen signed by the individual with overall design The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Atousa Yazdanfor Title/FirmAEH Design Inc. Title/FirmEnergy Compliance Services Address: 1041 W. 18th Street Suite A-208 Address: 9217 Muroc Street Costa Mesa CA 92627 Bellflower. CA 90706 Telephone•949 76 -0010 Telephone�562) 461-3749 Lic. #: 6� rj "1 10/24/2005 signature (date) signature (dote) Enforcement Agency Name: Title/Firm: Address: Talx�nhnna• 71 or 11 ~lip ''1 1 1111 oil i ��� .• NOTE: Low-rise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercedes the items marked with and asterisk (*) below. 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. ®ESCRIPTIQfV Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE - applicable. N/A DESIGNER MENT Building Envelope Measures * 1501 Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling. ❑ N ❑ 1501 Loose fill insulation manufacturer's labeled R-Value:____--_ F_X1 ❑ ❑ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not ❑ EXI ❑ apply to exterior mass walls). * 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor. ❑ ❑ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox a ❑ ❑ b. outside air intake with damper and control, flue damper and control F_X1 ❑ ❑ 2. No continuous burning gas pilot lights allowed. N ❑ ❑ 150(f): Air retarding wrap installed to comply with 151 meets requirements specified in the ACM Residential Manual. ❑X ❑ ❑ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. F_X1 ❑ ❑ 150(I): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor N ❑ ❑ permeance rate no greater than 2.0 perm/inch. 118: insulation specified or installed meets insulation installation quality standards. Indicate type and include ❑ 1XI ❑ CF-6R Form: 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ FX] ❑ 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain ❑ ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ 1XI ❑ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ F-xl ❑ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ N ❑ 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ EI ❑ 150(j): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation FX_1 ❑ ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑X ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R-value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑X ❑ ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B, ❑X ❑ ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. M ❑ ❑ 5. insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, N ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed M ❑ ❑ entirely in conditioned space. 7. Solar water-heoting systems/collectors are certified by the Solar Rating and Certification Corporation. N ❑ ❑ EnergyPro 4.0 by EnergySoft User Number: 5634 Job Numbef0795 Page6 of 9 Certificate Of Compliance: Residential (Part 1 of y-1 R India Existing I, Addition 1i/16 2nn.,� Project Title Date 1526 Spilth Rrnnn3 nv Santa Ana Project Address �� Building Permit # f n m n l i n n c, P P r\r i o e� (562) 461 3749 Plan Check/Date Doc�um ation� Author Telephone n P r nv ,P 1,; 8 Field Check/Date Compliaride_Method Climate Zone Source Energy Use Standard Proposed Compliance (kBtutsf-yr) Design Design Margin Space Heating 25.97 19.16 6.82 Space Cooling 32.94 33.47 -0.53 Fans 7.14 6.93 0.21 Domestic Hot Water 12.52 12.52 0.00 Pumas _0.00 0.00 0.00 Totals 78.58 72.07 6.50 Building Type: []Single Family ❑Addition Total Conditioned Floor Area: 1,885 ft2 ❑ Multi Family Cj Existing + Add/Ekisting Floor Area: 1,050 ft2 Building Front Orientation: (North) 0 deg Raised Floor Area: 1,$85 ft2 Fuel Type: Natural Gas Slab on Grade Area: 0 f t2 Fenestration: Average Ceiling Height: 9.0 ft Area: 267 ft2 Avg. U: 0.97 Number of Dwelling Units: 1.00 Ratio: 14.2% Avg. SHGC: 0.74 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area OPAQUE SURFACESInsulation Type FrameArea Act. GoinsCondition U--FacCay.Cont.i IV ReferenceLocation Comments EX EvK z X El Wall i a!• •• 0.356 None ' i •i 90 Fxisf I as i'-Alra •• w ur -• i• G ri ♦• w . Floor 1 • raa !4 1 • i ' ! i •1 •.i Wall A00(i 9! a Wall !••• 47 0.1021 90 i1 New_i• A.3 1 qf Floor Addition Wall t as 408 0.102 ' ` !! 18o •i 0 A oor Additinn Run Initiation Time: 10116/0516:12:20 Run Code: 11295t}4340 �En�ergyPr,�4O byEnergySoft User Number: 5634 Job Numbel D795 Page3 of 9 r.ertificate Of Compliance: Residential (Part 2 of 3.1110-TiSW Project Title Date Cond.FENEST TION SURFACES True f Type.Area U-Faci!or SHGe Azm.Tilt Stat.Glazina Type • • • Comments Window• i :i •' i:i •9 90 'i iSinale Metal-• a 1 st Floor • • Rear (South)820 0 " i s ..' 180 •i Existing Single Metal Clear. 1 st Floor • ! ra•. •� Window ►i 1• i • •! • • i • C i 0 New Double ! •.l • i i ';i EA i i U&B •ti !i New Double Metal CIPnr Gle•r 1,st EloorA.• • 1(;t Eloor A • i i t • Window Riqht i !i11 6 i i 55 270 9i New i• 1 1 i I - M - i I Clear• Addition 1. Indicate source either from NFRC or Table 116A. 2, Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window Overhang. Left Fin Right in Exterior shade TvDeSH GC Hqt. Wd. Len. HI LExt. RExt. Dist. Len. H9t. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug _.Screen 0.76 3 Bug Screen 0.76 4 Bug -.Screen a76 5 B j_ - Screen a76 6 BLru _ Screen 0.76 7 Buo Screen a76 8 Bug Screen a76 9 Buc�. Screen 0,76 THERMAL MASS FOR HIGH MASS DESIGN AreaThickHeat Inside Condition Location/ Type (sf) (in.)Cap.CondR-Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R-Val. Location JA IV Reference Status Comments ")REVISIONS BY Al PLAN CHECK 10-26-05 CORRECTIONS • i tiI► as w • • s w • DRAWN AH CHECKED CMS GATE 10-10-05 SCALE NTS 706, NC- 01101 SHEET T24raw OF SHEETS