Loading...
HomeMy WebLinkAbout4918, 4920 8th St and 20th StSITE LOCATION MAP VICINITY MAP ARCHITECTURAL PLANS FOR0 : TOWN HOME PROJECT NEW CONSTRUCTION LOT 9 - 8TH STREET HYRHILLS, FL 335 2 BUILDING DESIGN CRITERIA CODE CONFORMANCE BUILDING CODE FLORIDA BUILDING CODE, 7TH EDITION (2020) EXISTING CODE FLORIDA EXISTING BC, 7TH EDITION (2020) LIFE SAFETY CODE NFPA-01 / FFPC, 7TH EDITION (2020) RESIDENTIAL CODE:FLORIDA RESIDENTIAL BUILDING CODE, 6TH ED. (2020) PLUMBING CODE FLORIDA PLUMBING CODE, 7TH EDITION (2020) MECHANICAL CODE FLORIDA MECHANICAL CODE, 7TH EDITION (2017) ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE COMPLIANCE METHOD PRESCRIPTIVE COMPLIANCE METHOD BUILDING TYPE NEW CONSCRUCTION FIRE SPRINKLER SYSTEM NO CONSTRUCTION TYPE TYPE V-B (UNPROTECTED) DESIGN WIND SPEED: 165 MPH RISK CATEGORY II WIND EXPOSURE C INTERNAL PRESSURE +0.18 DESIGN WIND PRESSURE MAX 30 PSF HIGH VELOCITY HURRICANE ZONE NO HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO DESIGN CRITERIA OCCUPANCY GROUP RESIDENTIAL TOTAL OCCUPANT LOAD PER FRBC BUILDING DATA ALLOWABLE ACTUAL BUILDING AREA PER UNIT PER FRBC 2,397 SQ/FT TOTAL BUILDING AREA PER FRBC 4,793 SQ/FT NUMBER OF UNITS PER FRBC 2 NUMBER OF STORIES PER FRBC 2 INDEX OF DRAWINGS SHEET NO. SHEET TITLE G1.0 COVER SHEET 131.1 SCHEDULES AND NOTES SP1.0 PROPOSED SITE PLAN S1.0 FOUNDATION PLAN A1.0 PROPOSED FLOOR PLAN A2.0 EXTERIOR ELEVATIONS A3.0 ROOFING PLAN A4.0 CROSS SECTIONS A5.0 DETAILS A6.0 WALL SECTIONS & DETAILS E1.0 ELECTRICAL PLAN an ...\ LJ W CV .<:... ® Q 00 'col L.L c0 IM W > Z ry CV o�oo \� W Q W � _j Lo 1N, lon o W • W �W > ~ ZNZ U' DM O ei r.-Q Q = ZW OJW co,— �� J -o Q 0 j owW Z� w ? ujY 00 co � N¢ a.O O U) 00 LL 1^ L..L W N U z�'s Z LDuicy) C.) ly- _j L! W U) Z ,00 O 0, O Z Lu®0- z 3: N 4 6f 3 L4 co 0 ry j� C5 o ooa Jkp z4s(� p STATE: OF IL I igitally signed by )bert T Haug ate. 2021.06.10 r N O J W M CIA AIt O 0 > Q = Q * ( W .ow H R U) O O W W u- U Z uL 0- Q cj� 2 O 0 0 0 L C@ COPYRIGHT 2021 -ELEMENT ARCHITECTURAL VISUALIZATION SHEET NO. GENERALNOTES 1. REFER TO DOCUMENTS FOR STRUCTURAL, ELECTRICAL, MECHANICAL FOR ADDITIONAL DETAILS AND GENERAL NOTES. SYMBOLS, ABBREVIATIONS, AND OTHER FEATURES MAY VARY IN OTHER DOCUMENTS. SOME ITEMS ARE REFERENCED FOR OTHER DISCIPLINES. IF ANY INCONSISTENCY OCCURS BETWEEN DOCUMENTS AND/OR SPECIFICATIONS, CONTRACTOR MUST NOTIFY THE ENGINEER FOR CLARIFICATION. 2. ALL CONTRACTORS MUST BECOME FAMILIAR WITH THE THE SCOPE OF WORK AND SITE CONDITIONS AS DESCRIBED WITHIN THESE DOCUMENTS. THE CONTRACTOR SHALL VERIFY, INVESTIGATE, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THIS PROJECT. IF ANY CONDITIONS REQUIRE ATTENTION OR MODIFICATION, THEY MUST NOTIFY THE ENGINEER BEFORE PROCEEDING. 3. ALL MATERIALS USED IN THE CONSTRUCTION OF THE BUILDING WHICH ARE COVERED BY THE FLORIDA BUILDING COMMISSION CHAPTER 61 G20-3.006 RULES SHALL HAVE CURRENT FLORIDA PRODUCT APPROVAL. 4. FINISHES FOR THE WALLS, FLOOR, AND CEILING ARE TO BE INDICATED IN THE FINISH SCHEDULE UNLESS OTHERWISE NOTED. IF A ROOM OR AREA IS NOT INDICATED, PROVIDE THE SAME FINISH PROVIDED FOR THE NEAREST ADJACENT ROOM OR OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. 5. ALL DIMENSIONS AND DETAILS RELATING TO FIXTURES, APPLIANCES, AND PRODUCTS FEATURED IN THE DOCUMENTS MAY VARY. PRODUCTS MAY BE UPDATED BY THE MANUFACTURER OR ACCEPTABLE EQUIVALENTS OFTHE PRODUCTS MAY BE PROVIDED. CONTRACTORS TO VERIFY PRIOR TO INSTALLATION. 6. MINIMUM CORRIDOR WIDTH IS 44 INCHES; MINIMUM CORRIDOR FINISH IS CLASS B (GYPSUM). 7. WHEN APPLICABLE, REFER TO ENLARGED PLANS AND DETAIL REFERENCES FOR DIMENSIONS WITHIN THOSE AREAS. 8. THIS BUILDING REQUIRES A FIRE SEPARATION DISTANCE IN ACCORDANCE WITH TABLE 602 OF THE FLORIDA BUILDING CODE, 7TH EDITION (2020). 9. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S. TO BE DONE BY THE LOCAL FIRE SAFETY INSPECTOR. 10. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 11. TRUSS ENGINEERING PACKAGE IS BY OTHERS. REFER TO TRUSS ENGINEERING PACKAGES FOR ALL REQUIREMENTS FOR FURTHER REINFORCEMENT, CONNECTION, PLACEMENT, AND SIZING FOR BOTH ROOF AND FLOOR TRUSSES. ELECTRICAL NOTES 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODES (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM " STORAGE AREA" AS DEFINED BY NEC 410-8 (a) 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POISON. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED " OFF " POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. & EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE AND SHALL BE CONNECTED TO A PHOTOCELL OR TIMER. 7. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (W.P.) ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. 8. WHEN NOT SHOWN ON THE PLANS PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EXIT DISCHARGE EMERGENCY LIGHTING) ARE DESIGNED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDINGS OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL. ABBREVIATIONS NOTE: ABBREVIATIONS SHOWN ARE GENERAL USAGE. ABBREVIATIONS ARE LISTED FOR REFERENCE PURPOSES AND ARE NOT NECESSARILY USED IN THESE PLANS AND MAY NOT REFLECT ALL ABBREVIATIONS IN USE. AA.B. ANCHOR BOLT A.C.T. ACOUSTICAL CEILING TILE A/C AIR CONDITIONER ADD. ADDENDUM ADH. ADHEISIVE ADJ. ADJUSTABLE A.F.F. ABOVE FINISHED FLOOR ALT. ALTERNATE ALUM. ALUMINUM AMB. AMBULATORY ANC. ANCHOR ANN. ANNUNCIATOR ANO. ANODIZED A.P. ACCESS POINT APPROX. APPROXIMATE A.R. ACID RESISTANT A.O.R. AREA OF RESCUE ARCH. ARCHITECTURAL A.S. ABOVE SLAB APH. ASPHALT ASST. ASSITANT AUTO. AUTOMATIC B B.B. BASEBOARD B.D. BOARD BLDG. BUILDING BLKG BLOCKING BM. BEAM B.M. BENCH MARK BTM. BOTTOM BRG. BEARING BRK BRICK B.S. BOTH SIDES BSMT BASEMENT B.T.B. BACK TO BACK CAB CABINET C. B. CATCH BASIN CCTV CLOSED CIRCUIT TV CMT CEMENT CFL COUNTER FLASHING C.G. CORNER GUARD CRC CIRCULATION C.J. CONTROL JOINT CL. CLOSET C.L. CENTER LINE CLK CAULKING C.M. CONST. MANAGER G.M.U. CONCRETE MASONRY UNIT C.O. CLEAN OUT COL COLUMN CONC. CONCRETE CONF. CONFERENCE CONN CONNECTION CONST CONSTRUCTION CONTR CONTRACTOR CORR CORRIDOR C.P. CONTROL PANEL C.T.C. CENTER TO CENTER C.T.G. CLEAR TEMPERED GLASS C. U. CUBIC UNIT C.W. COLD WATER DDBL DOUBLE DEMO DEMOLISH DEPT. DEPARTMENT D. F. DRINKING FOUNTAIN DIA. DIAMETER DIAG. DIAGONAL DIFF. DIFFUSER] DIM. DIMENSION DISP. DISPLAY DIV. DIVISION D.O. DOOR OPENING DP. DAMPPROOFING D.S. DOWNSPOUT DTL. DETAIL D.W. DISH WASHER DWG. DRAWING E E EAST EA. EACH E.B. EXPANSON BOLT E.F.S. EXT. FINISH SYSTEM E.I.F.S. EXT. INSUL. FINISH SYS E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEC P. ELECTRICAL PANEL ELEV. ELEVATION EMER. EMERGENCY ENCL. ENCLOSURE ENG. ENGINEER ENT. ENTRANCE EQ. EQUAL EQUIP. EQUIPMENT EXH. EXHAUST EXIST. EXISTING EXP. EXPANSION EXPO. EXPOSED EXT, EXTERIOR EXTNG. EXTINGUISHER F.A. FIRE ALARM FAB. FABRIC F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTNG. CABINET F.F. FINISH FLOOR F.H. FULL HEIGHT F.H.C. FIRE HOSE CABINET F.H.R. FIRE HOSE RACK F.H.S. FIRE HOSE STATION FIN. FINISH FL FLOOR FLASH FLASHING FLEX. FLEXIBLE FLUOR. FLUORESCENT F.P. FIREPROOF F.P.S.C. FIREPRROF SELF CLOSE FT. FEET F.T.F. FACE TO FACE FTG. FOOTING FTR. FOOTER FURN. FURNISH FUR. FURRING FUTR. FUTURE F.V. FIELD VERIFY G GA. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GEN. GENERAL GLS GLASS GND GROUND GVL GRAVEL G.W.B. GYPSUM WALL BOARD H H HIGH HAZ. HAZARDOUS H.C. HOLLOW CORE HDCP. HANDICAPPED HDW HARDWARE HDWD HARDWOOD H.M. HOLLOW METAL HORIZ. HORIZONTAL H.P. HIGH POINT HR. HOUR HT. HEIGHT HTG. HEATING HVAC HEATING, VENTILATING AIR CONDITIONER H.W. HOT WATER I.D. INSIDE DIAMETER IN. INCH(ES) INCNT INCANDESCENT INCL. INCLUDED INFO. INFORMATION INSUL. INSULATION INT. INTERIOR INTER. INTERMEDIATE INV. INVERT JAN. JANITOR J.B. JOINT BEARING J.C. JANITORS CLOSET JT. JOINT K K.D. KNOCK DOWN K.O. KNOCK OUT KIT. KITCHEN K.S. KNEE SPACE LAB. LABORITORY LACQ LACQUERED LAM. LAMINATE LAV. LAVARITORY LB(S) POUND(S) L.F. LINEAR FOOT CONCRETE LINTEL SCHEDULE TAG NO. CLEAR SPAN LINTEL LENGTH PRECAST & PRESRESSED SIZE / TYPE REINFORCEMENT L1 1'-4" 2'-8" 8" - OF NOT REQUIRED L2 2'-0" 3'-4" 8" - OF NOT REQUIRED 1-3 2'-8" 4'-0" 8" - OF NOT REQUIRED 1-4 S-4" 4'-8" 8" - OF NOT REQUIRED L5 4'-0" 54" 8" - OF NOT REQUIRED 1-6 4'-8" 6'-0" 8" - OF NOT REQUIRED L7 54" 6'-8" 8" - F NOT REQUIRED L8 6'-8" T-4" 8" - F 1 - #5 CONT. REBAR L9 T-4" 8'-8" N/A N/A L10 8'-0" 9'4" 8" - F 1 - #5 CONT. REBAR L11 8'-8" 10'-0" 8" - F 1 - #5 CONT. REBAR L12 10'-0" 1 V-4" 8" - F 1 - #5 CONT. REBAR L13 1 V-4" 12'-8" 8" - F 1 - #5 CONT. REBAR L14 12'-0" 13'-4" 8" - F 1 - #5 CONT. REBAR L15 12'-8" 14'-0" 8" - F 1 - #5 T&B L16 13'-4" 14'-8" 8" - PS - F 1 - #5 T&B L17 14'-0" 15'-4" 8" - PS - F 1 - #5 T&B L18 16-0" 17'-4" 8" - PS - F 1 - #5 T&B 8" X 16" PRESTRESSED - COMPOSITE L19 18'-0" 19'-4" 16" - PS - C 1 - #5 T&B L20 18'-8" 20'-0" 16" - PS - F - C 1 - #5 T&B L21 20'-8" 22'-0" 16" - PS - F - C 1 - #5 T&B L22 22'-8" 24'-0" 16" - PS - F - C 1 - #5 T&B GARAGE DOOR LINTELS L18-G 16-0" 1 T-4" 8" - PS - F - C 1 - #5 T&B L19-G 18'-0" 19'-4" 16" - PS - F - C 1 - #5 T&B GARAGE DOOR LINTELS W/ ROOMS ABOVE L18-G1 16'-8" 18'-0" 24" - PS - C 1 - #5 T&B L19-G1 18'-0" 19'4" 24" - PS - C 1 - #5 T&B NOTES * TYPE OF LINTEL IS AS FOLOWS: F = FILLED LINTEL W/ CONCRETE @ 3000 PSI U = UNFILLED LINTEL PS = PRESTRESSED C = COMPOSITE LINTEL - INCLUDES (1) #5 REBAR TOP & BOTTOM LGT. LENGTH L.H. LEFT HAND LIN, LINEN LKR. LOCKER L.L. LEAD LINED L.P. LOW POINT LT. LIGHT L.W. LIGHTWEIGHT M MAINT. MAINTENANCE MAS. MASONRY MAT. MATERIAL MAX. MAXIMUM MBL. MARBLE MECH. MECHANICAL MEM. MEMBRANE MEZ. MEZZANINE MFR. MANUFACTURER MGMT. MANAGEMENT MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MOV. MOVABLE M.R. MOISTURE RESISTANCE MTD. MOUNTED MTG. MOUNTING MTL. METAL MUL, MULLION N N NORTH N.C. NURSE CALL N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL O.C. OM CENTER 0. D. OUTSIDE DIA. OFF. OFFICE OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE OPP H. OPPOSITE HANG O.T.O OUT TO OUT P P.A. PUBLIC ADDRESS PART. PARTITION PAV. PAVEMENT P.C. PRECAST P. F. PANEL FABRIC PFB. PREFABRICATED PFN. PREFINISHED PL. PLATE P.LAM PLASTIC LAMINATE PLST PLASTER PLUM. PLUMBING PLWD, PLYWOOD P.M. PRESSED METAL PNL. PANEL PNT. PAINT POL, POLISHED PPTY. PROPERTY PR. PAIR P.S. PULL STATION P.S.F. LBS PER SQUARE FOOT P.S.I. LBS PER SQUARE INCH PT. POINT P.T. PRESSURE TREATED PTD. PAINTED PTN. PARTITION Q Q.T. QUARRY TILING QTY. QUANTITY R R RISE R.A. RETURN AIR RAD. RADIUS R.B. RUBBER BASE R.C.P. REFL. CEILING PLAN R.D. ROOF DRAIN REC. RECESSED RECEP. RECEPTION REF. REFERENCE REFL. REFLECTED REINF. REINFORCED REQ'D REQUIRED RESIL. RESILIENT REV. REVISION R.H. RIGHT HAND RM. ROOM R.O. ROUGH OPENING S SOUTH SAN. SANITARY S.B. SWITCH BOARD S.C. SOLID CORE SCHED. SCHEDULE S.D. SOAP DISPENSER SEC. SECURITY SECT. SECTION S.F. SQUARE FOOT SH. SHEET SHW. SHOWER SMR. SIMILIAR SNT SEALANT SPEC. SPECIFICATION SPKR. SPEAKER SQ, SQUARE S.S. STAINLESS STEEL STA. STATION. S.T.C. SOUND TRANS. CLASS STD. STANDARD STER. STERILIZER STL. STEEL STN. STONE STOR. STORAGE STRUCT. STRUCTURAL SURG. SURGICAL SUSP. SUSPENDED SYM. SYMMETRICAL SYMB SYMBOL T TREAD T.O. TOP OF T&B TOP & BOTTOM T&G TONGUE & GROOVE T.B.D. TO BE DETERMINED TEL. TELEPHONE TEMP. TEMPORARY TER. TERRAZZO THRU. THROUGH TMPR. TEMPERED T.O.B. TOP OF BEARING T.O.F. TOP OF FRAME T.O.P. TOP OF PLATE TOPO TOPOGRAPHY T.O.S. TOP OF SLAB T.O.W TOP OF WALL T.V. TELEVISION TYP. TYPICAL U UL UNDERWRITERS LABORATORIES UNF UNFINISHED U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NTED URNL. URINAL UTIL. UTILITY V V. VINYL VAC. VACUUM V.B. VINYL BASE V.C.T. VINYL COMPOSITION TILE VENT. VENTILATION VERT. VERTICAL VEST. VESTIBULE V.I.F. VERIFY IN FIELD VOL, VOLUME VP.B. VAPOR BARRIER V.T. VINYL TILE V.W.C. VINYL WALL COVERING W WEST W/ WITH W/O WITHOUT W.C. WATER CLOSET W.D. WOOD WDT. WIDTH WDW. WINDOW W. F. WIDE FLANGE W.H. WATER HEATER W. 1. WROUGHT IRON W.M. WIRE MESH W.P. WEATHERPROOF W.S. WAINSCOT W.T. WEIGHT YD. YARD FINISH SCHEDULE Lk ROOM NO. ROOM NAME FLOORING NORTH WALL SOUTH WALL WEST WALL EAST WALL CEILING TYPE CEILING HEIGHT 100 GARAGE CONCRETE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-4" FLAT 101 FOYER TBD PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 102 KITCHEN TBD PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 103 DINING ROOM TBD PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 104 LIVING ROOM TBD PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 105 HALL CARPET PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 106 MASTER BEDROOM CARPET PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 107 BEDROOM 1 CARPET PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 108 BATHROOM 1 CERAMIC TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 109 BEDROOM 2 CARPET PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 110 BATHROOM 2 CERAMIC TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 111 BEDROOM 3 CARPET PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 112 LAUNDRY ROOM CERAMIC TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT 113 MASTER BATH CERAMIC TILE PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.W.B. PAINTED G.C.B. 9'-0" FLAT PRODUCT APPROVAL NO. DESCRIPTION PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE OF FLORIDA APPROVAL #: NOTES 1 EXTERIOR FRENCH DOOR EXTERIOR DOORS SWINGING EXTERIOR THERMA-TRU FL#: 155225.580 OR EQUIVALENT 2 MULLION WINDOWS WINDOWS - CROFT FL#: 1557-R4 OR EQUIVALENT 3 DBL/SGL HUNG WINDOWS WINDOWS - CROFT FL#: 1558-R4 OR EQUIVALENT 4 SOFFITS SOFFIT - PLYGEN FL#: 17778.1 OR EQUIVALENT 5 ROOF SHINGLES ROOFING - GAF FL#: 10124-R11 OR EQUIVALENT 6 GARAGE DOOR DOORS OVERHEAD GARAGE CLOPAY FL#: 15279.127 OR EQUIVALENT DOOR SCHEDULE ODESCRIPTION DOOR SIZE DOOR DET. FRAME DET. LINTEL GLASS FPA # CLOSER COMMENTS 1 S.C. FRENCH ENTRY DOOR 36"x80" A F-1 L6 TEMPERED - 2 S.C. INT TO GARAGE DOOR 36"x80" B F-2 -- 3 H.C. BI-FOLD DOOR 36"x80" C F-2 - 4 EXT. SLIDING GLASS DOOR 72"x80" D F-3 L8 TEMPERED - 5 H.C. INTERIOR DOOR 30"x80" E F-4 -- 6 H.C. INTERIOR DOOR 36"x80" F F-2 - 7 H.C. SLIDING CLOSET DOOR (2) 25"x80" G F-5 -- 0 0 m J 0 4'-8" 6'-0" 0 21 I 4'-2" F-1 F-2 F-3 F-4 F-5 WINDOW SCHEDULE ODESCRIPTION SIZING DETAIL LINTEL FPA # COMMENTS 1 HS - FRENCH WINDOW 48"x48" A -- -- BY OWNER 2 HS - BEDROOM WINDOW 48"x56" B -- -- BY OWNER 3 SP - KITCHEN WINDOW 24"x32" C L2 -- BY OWNER 4 SP - FRENCH WINDOW. 72"x64" D L8 -- BY OWNER 4'-0" EGRESS 4'-0" ao 2'-0" 6-0" 0 ° Y c, E \\\\\\\\\\\ O LL o } co Q J 00 CV v) L >•E\ N ® uO W Q J (.0 LU CO \; �WW}} C0 Q VLOJ p 0 IN LV Q� LU LLI > F— �O 00 NZ Q Z 0 M O J 0c) — 2 LU J O" cR FD M Q I— (D Q0° @� WZW ww � LLl Y <1 0 0 a0 O 00 U) T w U Z z LD �- Lu C`J L0 co ® Q � (If :� ®I W Q U :D ) - W Z 00 — 0 0 = WI W O 7-0 LU W Z —J 0- W IN F. I Ily / Sigi�eC� ,�°y@ R 0 Robert T ppd QO".P�CyI S FE CFO "n/G� es Haug i -0 24575 O STATr OF W Dale: ' Q II0000 a ° 2021.06.10 \, 16:21:0 -04' W N ' Z O IL-0-CD® N Q N > Z = Q *k O W 0_ W E O co zOJW ta LL, U J m J O z U)' x Ly Y w 3: U 0I a o o v 0I O O r > W M FINISHED FLOOR 0 _ ( EGRESS 0 N SHEET NO. ::0 we PAVED Cr)NC DRIVEWAY I I r'2" I:RON PPW: CENTERLINE OF A AVENUE REFERENCE BEARING EAST LOT VACANT LAND N 89a e 40" E 32. F E t EDGE OF PAVEMENT AVENUE- 60'0" RIGHT-OF-WAY AND 20' 0" PAVEMENT PROPOSED SITE PLAN SCALE.... __..... M: Nq; a I CD I � I , 1-2" I[RON PIPE FOUND {NCB I[:) DRAWING NOTES 1. ALL DIMENSIONS INDICATED ARE BY FRAMING OF THE STRUCTURE UNLESS OTHERWISE NOTED. 2. THIS SITE PLAN IS PREPARED IN CONJUNCTION WITH THE PROPOSED RESIDENTIAL STRUCTURE TO PROPOSE PLACEMENT ON VACANT LOT AND IS NOT RESPONSIBLE FOR ANY SITE CONDITIONS NOR SITE UTILITIES. SEE CIVIL FOR PLANS. 3. G.C. TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. 4. WHEN APPLICABLE, REFER TO ENLARGED PLANS AND DETAIL REFERENCES FOR DIMENSIONS WITHIN THOSE AREAS. 5. WHEN NO SET HEIGHT IS SHOWN, SEE CIVIL PLANS FOR HEIGHTS. >:\\\\\\\\`lei\\` a•� O J ..•••. (awww0l N C ` } 00 19, CIO u- r c > Z N \ W LLl < W � 0,RiM\\\\\\\\� cal Y ��J11 `. W I� W � W O Nz z O =-j Lu O LL J C`7 cog 0Q I— o J Lu Z LU Lu Lu Z) W LLI Y O Q ON J a O O cf) °° C W 4 ZF— OWE'7_j LO< O U�J � LLJ �_0U) W nF- z ® 0 0rn�a 00 ui z W z ® a N �. O Q 0 Z O Lu ry ly signed by Robert T H 021.06.10 16:21:211-04C LO o _j Ili o 2 o Q > Q 0 W F- Ft U) wLU m J of LLI L U a QLu Q C) O 0 © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION SHEET NO. spi 01 °_A" FOUNDATION PLAN SCALE:1/2" = T-0" FOUNDATION NOTES 1. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH: THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318, AND CONFORMING TO THE FLORIDA BUILDING CODE, 7TH EDITION (2020) 2. CONCRETE SHALL DEVELOP 3,000 POUNDS PER SQUARE INCH COMPRESSIVE STRENGTH AT 28 DAYS. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. REINFORCING PLACEMENT SHALL CONFORM TO ACI 318 WITH ALL FABRICATION AND INSTALLATION PER CRSI RECOMMENDED PRACTICES "PLACING REINFORCING BARS" 4. SMOOTH WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP AT LEAST 8 INCHES AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8 INCHES. 5. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 2,500 POUNDS PER SQUARE FOOT. 6. EXCAVATION, BACK FILLING AND COMPACTION OF SOIL IN FOUNDATION AREA SHALL BE IN ACCORDANCE WITH ACCEPTED STANDARDS. 7. SLAB -ON -GRADE SHALL BE 4 INCH CONCRETE SLAB WITH WWF 6x6 W1.4xW1.4 ON 5 MIL POLYETHYLENE VAPOR BARRIER OVER WELL COMPACTED FILL. PLACE REINFORCING 1 1/2 INCHES FROM TOP TO SLAB. 8. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS. OTHERWISE NOTED. 9. FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WITH Z-0" LAP SHALL BE PROVIDED. 10. MINIMUM LAP SPLICES ON ALL FOUNDATION REINFORCING BAR SPLICES SHALL BE 30 BAR DIAMETER TYPICAL EXCEPT WHERE NOTED OTHERWISE. 11. CONTRACTOR TO PROVIDE SPACES, CHAIR, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. 12. NON -SHRINK GROUT SHALL BE EQUAL TO MASTER BUILDERS MASTER FLOW 928 GROUT. 13. DOWELS TO PROJECT 30 INCHES ABOVE FINISHED FLOOR, GROUT FILL CELLS BELOW FINISHED FLOOR PRIOR TO CONTINUING WALL. 14. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LINES BELOW SLAB BEFORE: CASTING FOUNDATIONS, OR PROVIDING CAST PROTECTION AROUND LINES AS REQUIRED. 15. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING FOOTER PLACEMENT AND SIZING PRIOR TO PREPARING NEW FOOTER. 16. ANY INCONSISTENCIES WITH DETAILS PERTAINING TO EXISTING FOUNDATION OR THE ADDITION OF NEW FOOTER SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER. 0 Ln 15 W W (D Z ::) =Z LU J U w O W 2 2 W Q t� Z O W ry W M O 00 cM O m OJ ILL 3: W z U Q J W W Uj Y O Q 00 75 O J L.L (n NO N o0 cy) 00 Q _-.1 N cn 3: L- z > z JNV00 W cfl Q (8)L0 J 0 Z iY z� OW �= w CU 0� D� C Z o0 OL CU a) �:~ w0 zJ N Z N J ti 00~ (0 o0 (° W W Z Cn 00 W 2 W 0 Z �< J �< WC) N z Z) O LL i ' Ily signed y 0�"`."�°'„"°,,� oa FRS T Robert T �o�¢��IsrcaFo �G� a g Haug -a •- 24575 STATEOF Date. 2021.06.1C \� 16:21:5 \ _n.. 1 1 N CD m LLj N o � M ❑ N iQ * O o > w ow AEU) O ww F00 O J z Y LLI (L Q <m _ O 0 77 U) © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION SHEET NO. TJ„ —— — — — — — — — — — — — — I NI � � I c:r 47 O .f 1 GARAGE c c / \ C< rj ca W-1 1 / W/Hi AHU L BOVEI O I 7mmm w-s I I 1 Orr 4" 0 FOYER PORCH , / 61-91, X 51X6r C ..1«.Xt'X61 NO"I'E.- :-ALL W = Ri,., WALLS TO ''AVE 2; LAYER 5.18" TYPE X v.W.3. uP TO ROOF SHEATHING (TAPE & FINISH 91' 4 ' r- 1 22 II --T--- _ 1:XXXXXXXX ---- O ----0 --- I_lll 6 �I10 \ € 91 `_42rr FLOOR PLAN - 1ST FLOOR ......................................................................................... ..................................................I....................... SCALE.1/4" = V-0" FLOOR PLAN - 2ND FLOOR SCALE:1/4" = V-0" ------------- -7 - -------- 1" rr 5" , R 6J .E / 0 o i GARAGE I c); ,Jll I - / \ I � W-1 e AH U I ------------ r, O ABOV/H �- l ' I I FOYER � a 4" 1 \ 4„ 1 6'.. {" X 5lX6' PORCH 1 1 Q ._1Qt1 CL T CL _W-1 ----- J 8r moo 6r-4" 1/2" O.W.B TEXTURED AND PAINTED '+fit/ FURRING STRIPS @ 16" O.O. r 8"X6''X16" C,M.U, CONCRETE FILLED -- CELL `rir (1) #5 CONT. VERTICAL REBAR 3/4" STUCCO CEMENT PLASTER FINISH, PAINTED t 1" RIGID INSULATION W-1 ------------J�--- ------ ---- 2" x 6" SYP #2 WOOD STUDS @ 16- O,C. (2) ,� fa TYPE X O.W.B. W/ OREEN GLUE IN BE`I'WEENTEXTURED AND PAINTED Sr_" BAT -I-. INSULATION W- 2" x 4" SYP #2 WOOD STUD @ 16" O.G. 5/6" O.W.B TEXTURED AND PAINTED OWALL TYPES SCALE:NTS 2" x 6" SYP #2 WOOD STUD @ 16" O.O. 3/4" STUCCO CEMENT PLASTER FINISH, PAINTED 5/8" O:'WB TEXT UREU AND PAINTED R-19 BATT. INSULATION W-2 2" x 6" SYP #2 WOOD STUCK @ 16" O.G. 1,12" G.W.B TEXTURED AND PAINTED W-4 2" x 4" SYP #2 WOOD STUD @ 16" O.G. 5/8" G.W.B EXT URED AND PAINTED •11 (BATT. INSULATION © COPYRIGHT 2021 -ELEMENT ARCHITECTURAL VISUALIZATION 2 \ \ z ILL o Xlilm\\\\\10 ..:` U)N O r l a '" Q J N ...... F- W > 00 Z N \\\\\o°` W Q W � J N Y Lo ?+s c. a w w !� w V z o� Nz D 0 oM tiQ a Z 0_1 � � = W O LL 0 J ch o LLJZ oo o� H �_j Zw LIJ uj :DLLIY 0U) m ON J d O U) 00 1n m w CV z U z� n� Z ow�0_ O U�_j 11� w 2 co ZOO-0 = I— (1)VJ O O (� U) I— :E a- w 0 0- LIJ 0 W t— Q 0 Z O U) w ,wo�5ceuoT esee.�a >o s r� 24575 E:a� 'A 5 STATE OF "3 igitally'signed by R bert T Haug i Da : 2021.06.10 16:22: -041 ' W N m CN M W Ln J W o Z tl co ® O Q N �, Z d co W W o W o Oco Z W H WU_U m J D O z U) of UI Y Z 12- < w op O o � = 0 U o U SHEET NO. Al ■ 12 OL 122-4" T TOM2 2 5 OL 11 V-4" T F,FE,2 T,O,V%1,3 rF-- OL 11 U-0" T0,W,l 1001-0" 'r F.F.E. GRADE 122'-4" T.O.W.2 ----------- — — — — — — — — — --- — — — — — --- SIDEELEVATION SCALE:1/4" = l'-O" 11: V-4 7 FFE,2 — --- — — — — — — — — — — — — — — — — — — -- — — — — — ----- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 0 -T TOMA 1001-01, T F.Q.E. GRADE 122'-4" TOW2 111'..4" T 0,W,l 1001-1011, T F.Q.E. 9Y-4" SIDE ELEVATION SCALE: 1/4" = V-0" 120'4" T.0,W,2 i 11 14 " F:, F, E . 2 7 I OU-01, T F.F.E. L J- 99,S" . F- 12 5 12 "'Affiffloo 75 0 LL 0 0 co 00 o c") C-) < -j OC c\I U) �: LL 00'R ffiffl\\ < d z > z ouc)) W 2 < 0i w w 00 -j C'4 W c0 > Ilk z < ry jX ".000 100m, LLJ > w — W 0� cy-) Lc? LU 00 CN ( z Z D 05 c\j - 0 cr) cl- -J 0 r, co < < Z _j co F- LU 0 LL (q (D -j c) r)— (D < z 00 C) --- LLJ —j Ljj Z IL w L6 Y OW C) C14 a- 0 0 00 ry F w U z z < Z LD LLI co -j n 0 U�Jorf :D 0� n`�o LLJ �- U) Z 7 -J 0 0 00 1 cy) M ui U) >- M 0 0- z LLI Z 0 0- LLI 0 i>> N 0 di z 0 U) Lu w :-- I i lly . ........ signedby Robert T Haug .4v Date: 2021.06.1 16:22:5 _04'2,5 U-) 0 J W co C? I- LO It 1 1�1 co 0 N < N 1: < * CD I (ID > .inuj � E U) 0 O� w _j Lu LL (-) 00 _j 0 z LLI L�j F- < < ry LU :r 0 0 0 () n SHEET NO. GRADE FRONT ELEVATION SCALE:1/4" = 1 0" GRADE REAR ELEVATION SCALE:1/4" = 1 0" @ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION Ira T E; By THE ?T~� ED. FLORIDA BUILDING CODE -- USE Sd GALV. NAILS W( A P3":•IN. SPACING OF a" C.C. AT EDGES AND 12" O.C. AT NTERIVIEDIATE AREAS. (TYP.) 3 %\ %\ At- —----— —----— r - I \ ;2" ROOF NAILING PATTERN SCALE:3/8" = 1'-0" ROOFING NOTES ALL TRUSSES TO CARRY MFR. STAMP AND BE INSTALLED & BRACED TO MFR. SPECS., TO HAVE DESIGN DETAILS & DRAWINGS ON SITE AND SHALL NOT BE FIELD ALTERED. ALL HEADERS TO BE 6x8" SYP#2 OR BETTER UNLESS OTHERWISE NOTED. PROVIDE 2x SOLID TRIMMERS AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE ROOF LAYOUT PLAN SCALE:3/4" = V-0" PROVIDE VERTICAL SUPPORT MEMBER AT EACH END OF LOAD BEARING MEMBERS (MIN.) 2-2x6" STUDS (U.N.O.) PROVIDE POSITIVE CONNECTOR AT EACH POST & BEAM CONNECTION AS REQ'D. (U.N.O.) GUTTER AND DOWN SPOUTS (PER OWNER) TO BE PROVIDED AS REQUIRED BY CODE. ALL SHADED AREAS = FRAME OVER TO BE MIN. 2x6" RAFTERS @ 24" O.C. UNLESS OTHERWISE NOTED. ROOF MATERIAL PER OWNER (SEE PLANS) OVER MIN. 15# FELT OVER 1/2" CDX. PLYWD. SHEATHING UNLESS OTHERWISE NOTED, .: m >"�mm w\ .. LL 04 r ® * o0 M 00 N ..>QJ LL F— Q 0 00 Lo ON ..... n/ ck (0 00 \... V L J ry W Lu LL1 �L.L V z �05 Lo Li Nz lqt Q z �cM O J tiQ �~ 2 LLI J O LL C° t`'5 �e1 (D Q 00 Lu W Z W Lu LL Z) uj Y o U) m C) � ® 2i O u) `° N L.L � N O �� L0 L.Lco �J M Z U0�-j< ���n -z U ILL 0 0 O T� W Z a- 53 IN � Q-��'kr tSrfpF .9C'ps`. 24675 ' STATE �Yp S �ycnS,�.y 1nF40 �� IT DI'7'zally signed by Robert T H Ua Date, Q21.a6.10 16:23:25 - 00, i Lu W Ln N CD U' J W N 04 Z (7 (� L j =Q N co � �° ® N > z LLI = Q *k (6 O W 0 ® W ~ U) I— W O U J m O z LLi U O a Q m m 0 77 co © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION SHEET NO. wm TRUSSES Wf FEEL @ 24" O.C. (SEE PLANS) ROOFING PER PLAN ON 15# FELT OVER 1/2" CDX. PLYWD,I�EATr IItiG 2x SCREENED BLK'G. AS REO'D. (SEE FLANS) {SEE PLANS) 1„ FOAM AIR BAFFLE � MIN 12" ABV, ENSUL. - 2.x6" SOLID BLK'G. @ PLY\A,'D 'EDGE - NAILING SIMPLE META 15 STRAP =12 -' d° R-sc IINSI,ILATIOEN )( ANAILS EACH ENDOF 'v'RUSS SEMBEDDED INTO; BOND BEAN'.'. jj( l - JI\�-J'(`-J��L-J) I G.I. FLASHING I I V�\f 112" GWB, O I (T:. T.i1. ..-, � G -c r_. P. SEE PLANS SITE: PLANS (F �,I. C:J EF ', . I ------------ - --- ._...----------- --. 2x I"ASCIA E.'D NOTE:: EXTERIOR -WALLS SID Nf­ PEE R PLAN OVA R ` ;:3" FURRIENG I CONTIEN'UGUS BOND BE AINvI Al/ `TRIPS OVER 8" MASONRY "WALL- I (1; #5 REBAR AND POURED SOLID 7- CELL W' #5 VERTICAL REBAR @ 48" O.C. ROOF CONNECTION 0 T.O.W. 1ST FL DETAIL A A5O SCLE.1. 1 0 MFR. TRS SES @24"OC. SE-E PLANS) >tE,'1'). iNSUL. SEE PLANS (2) LAYERS 5/8" TYPE "X" GWB,- EA. SIDE (1, LAYER 5/8" TYPE "X" G',t11B. EA, SIDE 4L 2x NAILER 45 TO 49 STC SOUND 2-2x TOP PLATES 4 HOUR FIRE 2x6" STUDS @ 16" O.C. Wl REQ'D, INSUL, (SEE PLANS) „: 5 ROOF CONNECTION DETAIL 0PARTY WALL y...... ............. .-........ ...-............. -.--............ .... . -..-----.--- A50 SCALEY' = V-0" 4" CONCRETE SLAB W/ 6" x6"x 10 1, GAUGE- ', E i..,DED WIRE FABRIC,. �t I i/APOR BARRIER -.....\ 1 F00TER° 30' .1�3 W/ (3) CONCRETE F;LLE:D CELLS C 418" 0.C; REl: NF0RCED tfv'I1 (1 #5 REBAR. A @ 24" (3 COURSE}W/ 9" 'BOOK SLOPE GRADE AWAY FROM STRUCTURE 1 l CLEAN, COMPACT ED, 1 TREA"I ED FILL. 9\ , CONCRETE FOOTER DETAIL _._.-. �\,A50,) SCALE:1" = 1 -0' TfUS SES W" HEEL. s ; 24" O.C. ( SEE PLANS), ROOFING PER PLAN ON 15# FELT OVER 3/4" COX. PI.YWD. SHEATHING , 2x SCREENED BLK'G. 2x SOLID BLK'G, BETWEEN TRUSSES SIMP. "BUSS "IE Cis EA. TRUSS E� SSE E PLAN`w) /Lu Z O G I. FLASHING ---SC-)FFI.E--- G,i, G.JTT�E .R ,':;N — 12" PL.Yw" D. �;x f-ASCIA BD. (PE; OWNER" ``'EP P~",N iT l .. \. (2) 2"X12" SYP4#2 O I PLANS 0 S ;PI s7RT BEAhv CONT. 4„X4" SYP#2 POST 1 POUT O BEAM +_,ON N. 2 ROOF CONNECTION @ EAVE DETAIL �ASO,•' SCALE:1' = V-0" GYPSUM WALLBOARD, WOOD STUDS ICES, LAY :T 5/8YP E X G YPSUIvE WALL BOA RJ_I' 3 1`I vE�I`3 VENI EE E A`�E AP Ir�'I PARALLEL OR Al RIGHT ANGL.:: STOTEACH .:Ea OF DOUBLE RO"A OF 2 X 6 y/:'POD STUDS 16" O.C. ON SEPARAT: E PLATENS 1" APART 'v"/ITEM 6D COAT ED INAILS, 7/8" I,.O G: #.?.0 s ' F;' S :ANK. I/4" HEA:.3S, 7" C7IEN-" : STA GGERED 16" ON E PPOSITE SIDES, H RIZONTAL. BRACING REQUIRED AT MID HE"IGHT. ;LOAD-BEARI NG T- ICKN ESS: i:, _A APPROX. `v"w1E•:GI-•IT8 PSF FIRE TEST: SEE t7`4/P 3605 (Iv.)l._ R13194, 6, 6-17-52; UL R2717-39, 1--20-66; U L R 01-52, 3- 15-66, DESIGN U305; ULC DESIGN W301) SOUND TEST: E-S T IMATEWD 65 STC „_6 GYPSUM WALLBOARD ON WOOD STUDS A5O ` SCALE. N.T.S...... P.T. i POST (SEE .PLA M u fv P. PU POST BASE N STANDOFF i_ 1 CONT HO I� :,E.—BAR, -\ E-1NISH G, RADE:: 4" CONIC. SLAB W,/ vV11;6 MIE. VA>PO?R BARRIER 4 VE1: . RE-B.n•R` ..8" O.C. ;Ah' ALT: E10OKS 1 MIEN. 3" CLR. ,.'." PRE F. DRAIN fiE..E f -'� � 24�4 CC?NT. H0RIZ. RE -BAR STET IN GRAVEL AS REO'D, - AS ��, I ()'D. .."16 •, PORCH FOOTING DETAIL \�50 ' SCALE:1" = V-0" CONVENTIONALLY FRAMED 1"X6" NAILER -NAIL INTO SHEATHING ROOF MEMBERS PER PLAN -7\ W/ 2-16 NAILS @ 24" i i ROOFING/FLASHING AND 15/32" PLYWOOD OR 7/16" O.S.B. DECKING PER ROOFING SHEATHING - NAIL 6" @ EDGES SPECIFICATIONS & INTERMEDIATE / TOENAIL CONVENTIONAL ROOF MEMBERS INTO 1"X6" NAILER W/ (2) 16d NAILS (TYP) i (OPTIONAL: 2"X6" NAILER) ��--------'--- MAIN ROOF PRE-ENGINEERED OR CONVENTIONALLY FRAMED TRUSS SYSTEM TYPICAL OVERBUILD VALLEY FRAMING DET. SCALE:1/2" = V-0" TRUSSES W/ HEEL @ 24" O.C. (SEE PLANS) ROOFING PER PLAN ON 15# FELT OVER 3/4" CDX. PLYWD. SHEATHING 2x SCREENED BLK'G. AS REO'D, � I" I::OAt1 AIR sAFFL;�: SEE PLANS) (SEE PLANS.) fi1E"I 12" AB,:, iNSUL. 2x6" SOLID BIXG. {fit' PLYWD. EDGE -------..._ ........... NAILENG REG`D. INSUL. , SIMPLE META _.6 ,STRAP ,J31, 12 - 1c1 )( �( \ NAILS EACH END OFTRUSS \ / � l < % \ / i /EMBEDDED INTO BOND BEAM \---/ \---/ (�- (�-J)(\---/ 1 G.I FLASHING (SEE PLANS) 5 8°, �'v r6 'J� (TYP.) O.H. �.J SEE PLANS G.I. GUTTER ON SEEPLANS � �'-1------------ --------------..------------------------------- .... JJ 2x FASCIA BD, I (SEE PLANS) I �.J... ;r 2�6STUDS ,�., . �: t..."....................................... NO - L. EXT.v�'ALLS 1 .% RE=O`D. I SE.1I..,, x �,IO S I E.!f SIDING PER t'I..AN OVER 15# FELT BAEI I> E i EM �J 1 OEQUALBLD'G. WRAP OVER /fit" CDX. PLYi'l D. SHEATHING ROOF CONNECTION T.O.W. 2ND FL DETAIL SCALE:1" = V-0" VENEER (PER OWNER) SEE PLANS 'v` / frASONRY I'IE S @ 1=: " Cm-. VERT. & I-101RIZ. CON]'. E .A,SHING @ 60.1...1.OM COARSE: a `XEEP HOLE I":NISH GRAD -------- ---- ------------------- ------- --- NOTE: ELIMINATE MORTAR TO PROVIDE WEEP HOLES @ HEAD 7 4" a 7 c -- -1" AIR SPACE FLOOR SYSTEM NOT SHOWN, RI. ;.:>ER TO PLANS FOR ADDITIONAL INFORMATION CONC, ST: E=E`,,!.WALL PER. jOINTS EVERY d 72" O.C. 4' G a ad' 19 4 a a 4 Q A. Al 7 i VENEER DETAIL FOUNDATION SCALE:1 = V-0" E X.'I'. ;lVA:!A.. (S;E.; PLANS) X 8' T R l ff1 BD 112" EXP. 1NT. E:)R.IVEVVIAY PER R O,,VN:ER SLOPE -AWAY :Y FRON'< BLD'O. GARAGE DOOR PER OWNER 4 CONC. SLAB W/ 6x6-' ,.i2A x`t'J2.1 W,l,,, l,M. V111i 6 MIS POLY V,B, SLOPE SLAB 1/8" PER FT. (1) ;i14 CONT. E-10RIZ, RED -BAR MIN. 3" dCCLR. GRADE BEAM (cry GARAGE ....... ,.. \\A5O; ` SCALE:1" = V-0" 4 1N'T'E:_RI0ER WOOD STUD `tvfAl SIDE �,�I-IEE"I' A50 FOR [:)E­T'A:;LS Fit"- ANCHOR BOLT D 48O.C. & CORNERS Wr` MIN, 7" EMBED. ' CONCRETE SLAB Wf 6 x6`xl0 GA:JGE WELDED WIRES FABRIC. < �— — 4 Q4 < a 4 4 O 0 0 �> 6 fall_. VAPOR BARRIER OVER COMPACT ED FILL - POISONED 13,, STEP DOWN DETAIL A50 SCALE:1" = V-0° 2xa" BRACE @ 48" O.C. AS REO'D. BAILED TO 2x SOLID BLK'G. (U,N.O.) � ,-`"�� � � ROOFING PEER PLAN ON i5# FELT" OVER 3/4" CDX. PLYWD. SHEATHING 2x BLK'G, 0 0 0 0 1x DRIP ON MFR.. TRUSSES --- 2x BARGE BD. @ 24" O,C. 1 ( SEE PLANS) MAX. 1 � REO`D, INSUL, ( X)( ( X I GABLE TRUSS W12x OU'! LOOKERS @ 21." O.C. ( )( )( )( L J L J L J L J `^•••- A23 CLIP BRACE TO WALL 2x C;LG. NAILER 2-2x TOP PLATES NOTE: EXT, WALLS 5/8" GWB. SEE PLANS I --SIDING PER PLAN OVER 15# FELT OR EQUAL BI D'G. WRAP OVER 5/8" CDX. PLYWD. SHEATHING SE-E PLANS `2x6" STUDS @ 16" O.C. i V"// REO'D. INSUL. & MOISTURE I (TY ) O.H. BARRIER _ SEE PLANS 4`1 ROOF CONNECTION DETAIL a- GABLE SCALEY, = V-0" 1" AIR SPACE BETWEEN WALLS (2) LAYERS 5/8" TYPE "X" Gv�,iB. FIRE BLOCK @ 10° 0" HOREZ. & VERT. L/ EA.'t1111ALL I 2x6" STUDS @ 16" O.C. W/ I - - 4" CONIC. SLAB W/ 4--1/2" BATT INSULATION ; 6x6-•W2,'ExW2,1 W.W.M. i I L3116 MIL VAPOR BARRIER (P.'T'.) 2x6" MUD SILL , , 5/8"w-x10" A.B. @ 48" O.C, I C . v X­4a-X— _X.7- a d sr —X- —X- .�X- d c •. ..a a �c d a A. d _ 80 (2) #4 CONT. HORN. RE --BAR a "- #4 VERT. RE -BAR @ 24" O.C. W/ as ALT. HOOKS / MIN, 3" CLR. a (2) #4 CONT. HORN. RE -BAR MIN, 3„ CLR. AS REO'D, 24" I- F 8 FOOTING (C-D PARTY WALL A50 ? SCALEY' = 1'-0" 4" CONC. SLAB W1 r xEi W'e"AxW2.1 W,W,M. W, 6 MIL. VAPOR BARRIER — -X— -X— -X G� c.� z 0- LU U� FILLED CELL Wi l* VERTICAL REBAR @ 48" O.C. FINISH GRADE KEYWAY j dxx loc loc 24"X14" CONT, CONCRET FOOTER, 3000 PSI W d A Q) CONTINUOUS #5 REBAR a a d . • • 4 12` STEMWALL FOOTER DETAIL (abGARAGE ...... A50 SCALE 1 9.0 ._._.... . ............ ......... 1/2"- ANCI--IOR BOLT @ 48" O.C. W & CORNERS W/ MIIN, r" EMBED. 12"x24" THICKENED SLAB REINFORCED W/ - 4" CONCRETE SLAB W, 6"x6"x10 (3) CONT. #5 REBAR GAUGE 'WELDED WIRE FABRIC. f 6 MIL. VAPOR BARRIER OVER FINISHED FLOOR s �, � /1 COMPACTED FILL - POISONED ; a a a {a a a a �0 O �0 a a 4` THICKENED SLAB LOAD BEARING 650 SCALE:1" = 1'-0° COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION Z aO >::€:a\\\\\\\\m U 0 (/} NO N " O � } M HQ J N ��LL \ ; \ Z ao W > Z R N .mom..• Q W 00 N �, a, t LO J ` \ } `0l Q w • C OfLLI Z QO 06 NZ Q z (Y? 0 � ep w 0U_ (Do t"7 — 0Z 0� i— I- LU J Z LU LLJcooNQ UJ LL1 Y 0 0_0 Oco 00 I� n� 0. W N Z LD uw cy) O E—wco U U_cn LLJ �_U� U��P z0� W O 1 p �F� W 0 Z ED O Digs ly signed 0 00 TaPo�>� Robert T .,4o,:�G�sTFaf:erc s • <o Haug 24575 1q� e STATE OF Date2021.06.1/0 - 16:24: - 1 01 W Z� LIDM o W o O Z Q < <04 C o W LU C . 0 LU iY ZjiY_jW mu"U D O J z Y U) � ULLlj Rm a ¢ o o U SHEET NO. A500 ASPHALT ARCH. SHINGLES OVER 30# BUILDING PAPER NO. 15U OVER %" CDX PLYWOOD. ATTACH W/ 8d NAILS 6"O.C. ON EDGE AND 8" IN FIELD SIMPSON H2.5A, ATTACH _ PER MFR. SPECS (TYP) CONT. DRIP EDGE 1"x6" WOOD FASCI 3/4" STUCCO CEMENT PLASTER° e C ON EXPANDED WIRE LATH, WITH BEAM TO WALL CONN.: 3/4" X 2" SCREED VENT. SIMPSON LUS210-2 (FRAME) (2) 8"X6" K.O. BLOCKS K.O. CENTER WEBS & POUR TOP FULL - #5 DOWELS W/ 10" HOOKS INTO TOP CAVITY W/25" LAP OF VERT. #5 (CAP ENDS PRIOR TO POUR) POUR ALL CELLS FULL W/#5 TO TOP OF PIER FROM TOP OF FOOTING WALKWAY op N OR WMU (,MASONRY) @ END OF (2) 2"X10" BEAMS 8"X8" SYP#2 P.T. COLUMN. - WRAP & TRIM PER BUILDER SPEC SIMPSON ABU88 COLUMN _ BASE W/ %"0 M.B.'S %2"O A.B. (MIN. 6" EMBED.) PER COLUMN LAYOUT. (OPT. 1/z"0 WEDGE ANCHOR) COLUMN BASE TRIM - (MASONRY COLUMN HT. A.F. PER ELEVATION 8"X16" CMU BLOCKS NUMBER OF COURSES @ COLUMN PER LOT SLOPE REQUIREMENT - FOOTING DOWELS: #5'S PER FDN. PLAN - EMBED 6" MIN. INTO FOOTING W/ 10" 900 HOOKS - LAP 25" @ VERTICAL #5 REBAR. _ FACE ALL AROUND W/ STONE VENEER 4" CONCRETE W/ 6X6 - W1.4XW1.4OR FIBERMESH SECTION 0 ENTRY POST `�A60 SCALE:3/4" = 1'-0" R703.6.2.1 WEEP SCREEDS - A MINIMUM 0.019 INCH (0.5MM) (NO. 26 GALVANIZED SHEET GAUGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. R703.6.3 WATER -RESISTIVE BARRIERS - WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AS LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVIEWING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. STUCC STUCCO C( O 7 a C>7 TYPICAL WEEP SCREED DETAIL ... . SCALE. I .2 — 1.'.-.0 .. 4TS I9:100frel1► L R-30 BATT INSULATION WOOD CROWN MOLDING ON ALL WALLS, 2"x4" BLOCKING CONTINUOUS. TRUSSESX/ 1QXHEEL 11:Io�►L2eLyJ_[elL CONT. CEILING BOARD 2" x 4" CONT. WOOD SINGLE TOP PLATE \ (NON -LOAD BEARING) 2" x 4" WOOD STUD @ 16" O.C. (TYP) 2" x 4" CONTINUOUS WOOD BOTTOM PLATE 4" CONCRETE SLAB W/ 6"x6"xl0 4" BASE TRIM GAUGE WELDED WIRE FABRIC. VAPOR BARRIER 2: TYPICAL INTERIOR WALL SECTION A60; SCALE 1 "= 1-0^ —_ PRE-ENGINEERED FLOOR TRUSSES SIMPSON CCQ66SDS2.5 COLUMN CAP TO BE NAILED PER MFR SPECS SIMPSON LCB66 COLUMN BASE TO BE NAILED PER MFR SPECS 12"x32"X32" THICKENED SLAB REINFORCED W/ (3) CONT. #5 REBAR EACH WAY FINISHED FLOOR-\ PPORT BEAM 4" CONCRETE SLAB W/ 6"x6"xl0 GAUGE WELDED WIRE FABRIC. 6 MIL. VAPOR BARRIER OVER COMPACTED FILL - POISONED UNCONDITIONED SPACE R-30 BATT INSULATION 2" x 6" CONTINUOUS SYP #2 WOOD DOUBLE TOP PLATE 1/2" CONT. GYPSUM BOARD TEXTURED AND PAINTED PRE ENGINEERED TRUSS HANGER NJ 3/4" PLYWOOD FLOOR SHEATHING ° -PRE-ENGINEERED WOOD FLOOR JOISTS AT 16" O.C.; JOIST HANGER ;_;3,``,, TYPICAL LOAD BEARING COLUMN 11 A60 ' SCALE 1" = 1' 0" 1 x TREAD FLOG ISTS RISER- 1/2" _ PLYWOOD OR 1 "x (OPT.) t� 10" z _ LL1 ` � U ' w LLI • ill �� O 2 IY 2 z 9/16" RADIUSED NOSING INSTALL 2"x4" LEDGER W/ (2) 12d NAILS @ 12" TO WALL & JOISTS, NOTCH STRINGERS & TOENAIL W/(3) 12d NAILS INSTALL 2" " @ ` EACH SIDE TO LEDGER, WALL OUTSIDE OF S INGE'RS & FLOOR JOISTS FOR WALL OFFS DETAIL REFERENCES FBC 7TH EDITION (2020) RES. SECTIONS R311 & R312, R311.7.4, R311.7.5.1, HANDRAIL/GUARD NOTES: - STAIR HANDRAIL PER FBC 1009.11 & FBC 2004-R R311.5.6. - GUARDS PER FBC 1012 & FBC 2004-R R312. - HANDRAILS REQ'D MINA OF CONT. RUN OF TREADS W/ (4) OR MORE RISERS (30 IN.) MIN. HT. ABOVE LEADING EDGE OF STAIR TREAD = 34", MAX. HT. = 38" GUARDS REQ'D WITH PORCHES, BALCONIES OR RAISED FLOORS MORE THAN 30 IN, A.F.F. OR GRADE BELOW. - OPEN SIDES OF STAIRS (MORE THAN 30" A.F.F. IR GRADE) SHALL HAVE GUARDS MIN. 34" IN HEIGHT ABOVE TREAD NOSING (R312.1). - GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE OF 4" OR MORE IN DIAMETER (R312.2) - HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION W/ A DIAMETER OF 1.25" TO 2" OR NON -CIRCULAR CROSS SECTION WATER EXITS W/ A PERIMETER DIM. OF MIN. 4" TO MAX. OF 6.25" W/ MAX. FROM EDGE, NOT THROUGH HOLES CROSS-SECTION OF 2.25" PER FBC 1009.11.3 & FBC 1994-R R311.5.6.3. - GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY POSTS OR OTHER OBSTRUCTIONS PER FBC 1009.11.4. - CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER OTHER SURFACE SHALL BE A MIN. OF 1.5" PER 1009.11.6 & FBC 2004-R R311.5.6.2. RESIDENTIAL STAIR RISER DETAIL .......... SCALE:1"=1'-0 _ FLOOR TRUSSES JJLll------- u --- LL -- STUD WALL BEYOND--,---- r-- f---Ir III II :4, \ LANDIN- LIL r BEARING FOOTING SEE SHEET A5.0 [FLOOR TRUSSES LANDING ...... ----- — — — — — — — -- — — — 17 16 II II I II 14 &OAo BEARING 13 II IWALIL BEYONDII 12 LANUIINU u 11 II 1 1 n 11 n u u 91I I 1i 11 l8 li LOAD RARING 71 11 WALL BEYOND n n u 6 ,' III II a II II II 5 i II II i 11 11 II I II II I � I I II I II II 3 ' 1 I I II II ii 2" I CIOLUMNS TY I CAM � II II II II II II II II II II II II II II II II �---�--- ---�-- lI— BEARING FOOTING SEE SHEET A5.0 " 5 STAIR SECTIONS `�A60, SCALE:114" = 1' 0" TYP. LANDING DETAIL SCALER/4" = V-0" 1/2" GYPSUM BOARD ON 3/4" FURRING 110'-0" METAL EAVES DRIP ,ywwYn` B o, _T _ 1"x6" WOOD FASCIA FULL BED TOOLED SEALANT, W/ BACKER ROD IF OVER 3/16" GAP 3/4" STUCCO CEMENT PLASTER ON EXPANDED WIRE LATH, WITH 3/4" X 2" SCREED VENT. 4" x 8" x 18" E.I.F.S. BRACKETS @ 2'-0" O.C. R-19 BATT INSULATION @ ALL 2ND FLOOR EXT WALLS PROVIDE HORIZONTAL BLOCKING BETWEEN STUDS AS SHOWN 2" x 6" SYP #2 WOOD STUD @ 16" O.C. 3/4" STUCCO CEMENT PLASTER FINISH ON CEMENT BOARD 2" x 6" CONTINUOUS SYP #2 WOOD BOTTOM PLATE PRESSURE TREATED 2"x8" PLATE, 1/2" ANCHOR BOLTS AT 2'-8" O.C. 11 V-4" Jk REINFORCE WALL TIE BEAM WITH (4) #5 REBAR & HOOK BARS AT CORNERS (2) CONCRETE FILLED KNOCKOUT BLOCK BOND BEAM W/ (4) CONT. #5 REBAR. 3/4" STUCCO CEMENT PLASTER FINISH 8" CMU BLOCK WITH HORIZONTAL REINFORCING AT 1'-4" O.C. SLOPE GRADE AWAY FROM STRUCTURE 100'-0" F.F.E. TYP SIDEWALL DETAIL �A66 ` SCALE:1" = 1 -0" mmmm O *; vo \ LL o co ch ❑ j_j 00 CD N \\ >e F'' z Q > z 0 Lo N .." .5O�Q� >:a�\ .. wQW m �\\\\\\\t :..,• J N Y Lo <::\omS ❑ z Q �. w W LLJ Lu W V W z R co C,c L(� NZ J < z A co O J °°~ = W J OLL co M e (D z 00 F'- :) F- C,Q w W LLI = w Z Lij Z WY O � 00 � CNNQ �0 0 ct' 00 U) W U z �F_ J z °W�w O U�Jo U �U�Q LLJ Z00—o =JUa O O cy) 0. H 2 W z w z 0 a- N U) J O Q LLI Q ❑ z O w e� 24575 * we d STATE OF r �E 9;5'vM1C4ijV64' •G ram. igitally isigned by l berg T Haug Da 2021.06.10 1'6.25: - co W ti N m o Z U Lo C) C� Q N a I z =Q* (.0 w w ❑w ��FtU) Z mO0 W U) � w z `) z O ¢ = m Ul ❑ ❑ U o SHEET NO. A6mO © COPYRIGHT 2021 -ELEMENT ARCHITECTURAL VISUALIZATION ELECTRICAL NOTES 1.: ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ::ARTICLES OF THE NATIONAL ELECTRICAL CODES (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED. ,.,JNCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM " STORAGE AREA" AS DEFINED BY NEC 410-8 (a) 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POISON, 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED " OFF " POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED.AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE AND SHALL BE CONNECTED TO A PHOTOCELL OR TIMER. 7. ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (W.P.) ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. 8. WHEN NOT SHOWN ON THE PLANS PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EXIT DISCHARGE EMERGENCY LIGHTING) ARE DESIGNED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDINGS OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL. SMOKE ALARM NOTES NOTE: SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION 907.2.11.1 OR 907.2.11.2: 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCES. 2. IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 3. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. NOTE: ALL SMOKE ALARMS WITHIN THE SLEEPING UNIT OR DWELLING UNIT IN GROUP R OR 1-1 OCCUPANCIES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THE INDIVIDUAL UNIT. PHYSICAL CONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. (FBC 907.2.11.5) NOTE: SINGLE OR MULTI -STATION SMOKE ALARMS SHALL BE INSTALLED AND MAINTAINED AT ALL OF THE FOLLOWING LOCATIONS: 1.ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. 2.IN EACH ROOM USED FOR SLEEPING PURPOSES. 3.IN EACH STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. (FBC 907.2.9.2) (FBC 907.2.11.2) ELECTRICAL LEGEND DUPLEX RECEPT @ 16" A.F.F. CEILING MOUNT EXHAUST FAN DUPLEX RECEPT @ 42" A.F.F. ® EXHAUST FAN / LIGHT COMBO QUAD RECEPT @ 16" A.F.F. EMERGENCY LIGHTING 220 VOLT RECEPTACLE Q® EXIT SIGNAGE - DIRECTIONAL G.F.I. DUPLEX RECEPTACLE WATER PROOF PORCH LIGHT 60W. W/ WEATHERPROOF COVER MAXIMUM WITH PHOTO CELL Q PHONE JACK @ 16" A.F.F. Q®D EMERGENCY LIGHT/ EXIT COMBO PHONE JACK @ 42" A.F.F. �O\ INCANDESCENT LIGHT 15/25W MAX V DATA OUTLET @ 16" A.F.F. FLUORESCENT FIXTURE Z 24"x24" SUPPLY AIR REGISTER J❑ ELECTRICAL JUNCTION BOX ® 24"x24" RETURN AIR QT WALL MOUNTED THERMOSTAT WALL MOUNTED SWITCH ® FIRE ALARM STROBE OCCUPANCY SENSOR FIRE ALARM HORN STROBE ao EEMAX WATER HEATER ® FIRE ALARM PULL STATION sD SMOKE DETECTOR O° MONOXIDE DETECTOR HD HEAT DETECTOR MD SEC MOTION DETECTOR ccTV SEC CCTV CAMERA KF SEC KEY FOB ENTRY 0 €\\\\\\\�� \ J LL r CO ❑ Cf) a J 00 N " ` U) LL 00 Lo ...LLI Q M >.z N `_C \Lo J > i Is", Z . ry W �- W > H W Z �00 NZ Qz �cco O J ti<t 00 W JLIJ O LL. (' Z 0 V C] Q W W L = Z W �::) WV 00 m �¢ �0 O cf) 00' cj T CL z W 0 z 't Q a. Z owMQ o ULLI Ce)U i U �U) ^F W=�LLJ ZOO O_ (-) I.0 U Z w0W0 z NO O EL i w Z O W ry Digl ly signed a ` T 4p Robert T �04�� a � ,����srereFo. Gea e Haug 24575 ¢g STATE OF �= zp ;. =ws r8 Date: Kos'• F�l?Ci1�P. 2021.06J 0 16:25:4 _0 , W co w Z LO (D iS 1 o J w Q j �' ® oN C� Z Q N c 0 > w W =Q:tt ❑ W c4 C7 ~ O� vi w wOU 1— ca w z Y chi) w z a = 66 O Q p SHEET NO. ........... ......._..._..................... ...... ........... ..................... -............................. ..._........... ....:................................. ............................ .................................... ............._........................... .....: 0 W © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION