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ARCHITECTURAL PLANS FOR: TOWN HOME PROJECT NEW CONSTRUCTION LOT 10 - 8TH STREET ZEPHYRHILLS, FL 33542 SITE LOCATION MAP IVIL�I IfIIVIVfIL VVVL I LVI\IVrI IVILVI I/"IIVIV/'lL VVVL, I I I LVI I IVIV `LV 1!� 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 G1.1 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 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF -7EPHYRHILLS ORDINANCES R'E�V/EW7 OF �� APR 19? 2 PLANEXAMINER HI signed by 2 Robert T Haug ?A FATE OF -" Date: ���„„eeo„•,� 2021.06.1,0 16:27:5, ' -- -04'0O' W cc N (3 W ? LO Lo � O J W N 0Q Z N LJ =Q W _� z LU f Ill W U J m J L! e C/) z [Y 0- F- Q w O O ffi 3 SHEET NO. F ni rV, t' © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION 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 611320-3.006 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. 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. 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 D L DOUBLE A.C.T. ACOUSTICAL CEILING TILE DEMO DEMOLISH A/C AIR CONDITIONER DEPT. DEPARTMENT ADD. ADDENDUM D. F. DRINKING FOUNTAIN ADH. ADHEISIVE DIA. DIAMETER ADJ. ADJUSTABLE DIAG. DIAGONAL A.F.F. ABOVE FINISHED FLOOR DIFF. DIFFUSER] ALT. ALTERNATE DIM. DIMENSION ALUM. ALUMINUM DISP. DISPLAY AMB. AMBULATORY DIV. DIVISION ANC. ANCHOR D.O. DOOR OPENING ANN. ANNUNCIATOR DP. DAMPPROOFING AND. ANODIZED D.S. DOWNSPOUT A.P. ACCESS POINT DTL. DETAIL APPROX. APPROXIMATE D.W. DISH WASHER A.R. ACID RESISTANT DWG. DRAWING A.O.R. AREA OF RESCUE ARCH. ARCHITECTURAL E A.S. ABOVE SLAB APH. ASPHALT E EAST ASST. ASSITANT EA. EACH AUTO. AUTOMATIC E.B. EXPANSON BOLT E.F.S. EXT. FINISH SYSTEM B E.I.F.S. EXT. INSUL. FINISH SYS E.J. EXPANSION JOINT B.B. BASEBOARD EL. ELEVATION B.D. BOARD ELEC. ELECTRICAL BLDG. BUILDING ELEC P. ELECTRICAL PANEL BLKG BLOCKING ELEV. ELEVATION BM. BEAM EMER. EMERGENCY B.M. BENCH MARK ENCL. ENCLOSURE BTM. BOTTOM ENG. ENGINEER BRG. BEARING ENT. ENTRANCE BRK BRICK EQ. EQUAL B.S. BOTH SIDES EQUIP. EQUIPMENT BSMT BASEMENT EXH. EXHAUST B.T.B. BACK TO BACK EXIST. EXISTING EXP. EXPANSION C EXPO. EXPOSED EXT. EXTERIOR CAB CABINET EXTNG. EXTINGUISHER C.B. CATCH BASIN CCTV CLOSED CIRCUIT TV F CMT CEMENT CFL COUNTER FLASHING F.A. FIRE ALARM C.G. CORNER GUARD FAB. FABRIC CRC CIRCULATION F.D. FLOOR DRAIN C.J. CONTROL JOINT F.E. FIRE EXTINGUISHER CL. CLOSET F.E.C. FIRE EXTNG. CABINET C.L. CENTER LINE F.F. FINISH FLOOR CLK CAULKING F.H. FULL HEIGHT C.M. CONTT. MANAGER F.H.C. FIRE HOSE CABINET C.M.U. CONCRETE MASONRY UNIT F.H.R. FIRE HOSE RACK C.O. CLEAN OUT F.H.S. FIRE HOSE STATION COL COLUMN FIN. FINISH CONC. CONCRETE FL FLOOR CONF. CONFERENCE FLASH FLASHING CONN CONNECTION FLEX. FLEXIBLE CONST CONSTRUCTION FLUOR. FLUORESCENT CONTR CONTRACTOR F.P. FIREPROOF CORR CORRIDOR F.P.S.C. FIREPRROF SELF CLOSE C.P. CONTROL PANEL FT. FEET C.T.C. CENTER TO CENTER F.T.F. FACE TO FACE C.T.G. CLEAR TEMPERED GLASS FTG. FOOTING C.U. CUBIC UNIT FTR. FOOTER C.W. COLD WATER 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 J JAN. JANITOR J.B. JOINT BEARING J.C. JANITORS CLOSET JT. JOINT IK D. KNOCK DOWN K.O. KNOCK OUT KIT. KITCHEN K.S. KNEE SPACE L 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" T-4" 8"- OF NOT REQUIRED L3 2'-8" 4'-0" 8"- OF NOT REQUIRED L4 T-4" 4'-8" 8" - OF NOT REQUIRED L5 4'-0" 5'-4" 8" - OF NOT REQUIRED L6 4'-8" 6-0" 8" - OF NOT REQUIRED L7 5'-4" 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 1-11 8'-8" 10'-0" 8" - F 1 - #5 CONT. REBAR L12 10'-0" 11'4" 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" 17'4" 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 OO.A. OVERALL O.C. OM CENTER O.D. OUTSIDE DIA. OFF. OFFICE OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE OPP H. OPPOSITE HANG O.T.D OUT TO OUT PP.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 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 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.I. WROUGHT IRON W.M. WIRE MESH W.P. WEATHERPROOF W.S. WAINSCOT W.T. WEIGHT YD. YARD ............ FINISH SCHEDULE XX 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 -- 4'-8" 3'-4" 6'-0" 2'� 10" J, 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 0 v ih FINISHED FLOOR 4--0- lp E GRESS EGRESS 0 CV O I 2'-0" v ►o 6'-0" \0 ... � t..w O VJ U ;- (Ij NN co Q Ch <C J 00 N �LL W z 00 N � 2W J M CD LLI 000 W NNW �W, 1(D Q to z w LU WU Li.LL NZ U' Z O Oco NJ :D0 �cc r�-4 Q W 0-j DLL- 00� CPCD O 0 z 00V 0 'S J W = ZLLI Z) W QY LUQ a0 (A W Lo O N W Nam'', U z�LoQ z OWMW O UOf -jo U DF-LLo w �=�z U I Q z> z00=w O J O D 3:3:I—=p O w z z—jLU 3 N UU O W Q 0 z O W W Df a "ERt...i ya% ��p\a7ER�:gC. �g 24575 9y a ? STATE Of .' 4, \ igitally signed by �bert T Haug i afe:2021.06.10 } m Lo C)J M W O � = Q N* o O N > W Uj 1-- rn O WLi LJLU co O LLi z Y 0 U O0 u O 0 @ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION f-.. z LU w LL LL. O J 0 w PAVED ;,ON(, i I 518" IRON ROD �.� L85382 I I I I I I I I LOT 11 I I I I I I I I I I I 5,'8" IKON ROD S 89" 5T 05" 132,01' (F? SET LB8382 f/----------- -----{ {-----./. -----------------/- r-------- �.------------------------------- / / / > F,. { F�. {: 'r,t 1 � { . r, / / { rj � 3�r' �F/' '{ f ' r' >� ,•F r /{ :f �' ,.{ � r' r" '//� • %� f � '`.' ;/ rr�% {�f� j� ,,,` ; '' ,r ,, f � ,,F� F ,/ / r / :' .' : { /{: -' ; :� / ,' r` :i' r ` { . F ,� i ,' �. r�/ / ` / ,' ,_' / i I" . / ,! ''` / � r� r / ! � / f / :{ ., {• ,F� / / ! // { / f r { .`F J / € ► ► ► 25 8 0I(D � th Ln !7� V r''/ l..s' ' ? / r�///f`/r/! ` d ``{ f r/t ;''/,•/`ff///f/ `F/ . F {r/' �'' {,`` f // `f F o' `` �' j , / {:, {F` /`rI vc� F' '> •{ ��` , ,F {?1./:� /F'/{� ,/:�`'%�:'�/.%'`�/{ r`I . /` :F f .•` r'� ,/� .ram: ,{'�� ! `/ / /'�' ,/ r•`� / ,, / r�` {' r r'`: r''� f' rF .' ,� / F•• F ;�• 132.00' (P) I I I I LOT 9 I I I I PROPOSED SITE PLAN ........ ....... _..... .. .___......... SCALE:1l8 = V-0" 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. I I I I I I , I I I I I I I I I I I W Q 0 Z W w - O J U. c: NO Ocw J N U) �- ao c W > Z N zr < W Q W co J N _ Y Uj CD i * � J 0 Z Q LjJ LU WU L�LO NZ Q � (M J ti Q O ~ = LU 0� J O M� a0 F"' Z IXV 0w 0cn m Lug a0 O N 245'5 [ Sa ?; STATE CF �( s t�` •�'••ti L 0 R V3?,e ? ,, SSL�NAC ��V I gitally signed by ►bert T Haug i 11"+ 2021.06.10/ _n \rn n winn� Lo N O J m W o < N 9 LU x <:* o WOW U_U lm W LU Z S U a. a _ m SHEET NO. ©COPYRIGHT 2021 -ELEMENT ARCHITECTURAL VISUALIZATION I spi 4" 1 8'-'10" 4" L 8" :. Z-0" 4'-0" 1. 4'-0„ 41-0„ 4i-0%" 4,-0„ 4, " 2i-8" i <0. 91'-4" 91'-4" T-2" 4i-1" 4i-1,i T-2" 1 I 1 I I W-------I— — — — — — — — - --—_._._...W...._..._-_...---- 4`° THICK CONCRETE SLAB REINFORCED W16x6 W1.4xW1.4 W.W.F. COVER 6 MIL. VAPOR BARRIER OVER 2'-8" 4'-0" :_ 4'-0" :. 4'-0" :. 4'-0" 4'-0" 4'-0" :.. 2'-0" :.8 - . 4" I Em W U WLL LLLLco NZ J Q Z W = �J Q Li- °Q~ CP - J I— O Z M00 CD CO @� Z LU V Cry oQ c� m w a0 OU) W 0 N NOTE: FOUNDATION CONTRACTOR I TO VERIFY PLACEMENT OF STEEL �1 NOTE: F'i..i,v13ER T01 VERIFY I REINFORCEMENT CLEARS WINDOW LOCAT?ON OF FIXTURES I I OPENINGS (VFR.IFY1aVr FL.(�C3RF�LAN} LL cD A i I i, 5 Ll.l 21 0 21 ° I _....__ . _ .... _. _ _.... _ ...... _-..... .... .. - ............ _........._ .........._ ... .................. .... ..... Z 0wM� F— LL1 cM o 0 o Q L �Q : I � ; I— I U I u, l I : : E Z 00 I i i a_ � �;e`iV° i° q_(�-pa4,-fa......... � ZO ...................._.......... .._ � r .._........ ..�.. .-...........- ... _,+ �.. r. ....... -.- ... f--. ------------------------- .�. ...... I _ _-.._._.... -- --- ..--- ........ ........ ....------- _------ _----.-------------------------------------------------------- -- -- ---- ------..._.................. ------------ - - - - - -------------------- -.._ ..- - --- ---- - ~ i— f ..A5Q Z Z .__I W C) N Z FOUNDATION PLAN O 0 SCALE 1/2 = V-0" U- 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 2-0" 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. 1 ' Ily signed Robert T S+{.�Q.���, STfp"Fo., Gam' 3 Haug _9 24575 .€ a° �fTAFaF _gig Date: S ONAV. � 2021.06.1u 16:29:2 W N 00 LU LO o _j W Q j M > 0 W Lu 2Q O W C7 ~AU) �- WOW U J m J (n � LHLli Z Y O a Q _ m � � U O 0-.4 © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION SHEET NO. 1801 •er I I I \ I I I t— / \ GARAGE 20'-4" X 20'XO" 7- 0 00 1 1 4"I® 5i-0" a ,A� W/Ha BOVE i i O 91' 1" C(t -, ... ... ...... I -7 i- 1 I i I III III 2 II j j II `' 3 4 u _J L_ n I I n LIVING ROOM ii' i i hi LIVING ROOD ,, „ :�i.,:,» �:i -�" ,�: '� *� � I I I I I I I I c-= :„ E :', -LDS" X 1 �J`X;.;" � I I I I I III III iil i i lii ,•>;¢a L L € i � r I I C I I j T :.n 2O' 2" ;;hj1.:'i; , .Ir-:i�1I'F'C�f,'T 1 AM 20`..2„ (3f1, 5"X.16-SUPPOR'T'BEwo — --- ----- ---- — ---- ._....-.._ ...............fir. .... .... ........ .- ..........._......-..... ....._...........-.......... ......... -- — —— — ....._...... ... ....._ O - .-......... M - -.- ===----- -- -- — — PANTRY 3 I IMI �y MIN I ! 20'- 4„ 78 .......................-_.......... __....- ........... .. _._.._......._...... _..... _.. ° -- — — — — — — — — — — — — — — — — — — — ; ° I J Fj:: GARAGE 20'-4" X 20'XO" < i KITCHE tl .. - �y 1:6'-1" X 9'X6" D n 16'-1" X 9'X6" 4" O FOYER 1 22 103 E�o L-� 103 102 PORCH / 6'-9" X 5'X6° I I NOTE: WARM AI-L. �dYARfY3 WALLS TO HAVE ``� � `�' I I (2)LAYER 5/8" TYPE X G.W,B. ?— -P TO ROOF SHEATHING rf (TAPE & FINIS}t --------- 0 --------- ------- ----— ----- —----- — 1......:.1 ..._ o 1 ---- _ ---- — — — 1 R — — -----r— -------f---- a., L------- 91'-421 " FLOOR PLAN - 1 ST FLOOR ................................................................................................................................................................. SCALE.1/4" = V-0" s;1'... 11 31-3]f—" ---TZ-9"--------4--------- W-1-------- 3. 8'-5 -2t 7 4, 6°-4" 9T, --------------- 1tt 3" 'Fet 3 t 78°° _7g........ ... 1/2" G.W.B TEXTURED -.— AND PAINTED W/ FURRING STRIPS (..�? 16" O.C. . .....- 8"X8'°X16" C.M.U. CONCRETE FILLED -- CELL W/ (1) #5 CONT. r VERTICAL REBAR ` 3/4" STUCCO CEMENT PLASTER FINISH, PAINTED ~ \` 1" RIGID INSULATION W-1 V-� ,. .j^rr O2tee 2 �„ 1.s, 9.4 . -�- -._-.._.....fie ..............�e. . '€ I 2" x 6" SYP #2 WOOD STUDS @ 16" O.C. (2) 5/'8" TYPE X G.W.B, W/ GREEN GLUE IN BETWEEN; TEXTURED AND PAINTED 3Y2" BATT. INSULATION 44" 44„ 1� x, 1a 3v 2" x 4" SYP #2 WOOD STUD aO 16" O.C. 5/8" G.W.B TEXTURED AND PAINTED OWALL TYPES SCALE:NTS 2" x 6" SYP #2 WOOD STUD @ 16" O.C. 3f4" STUCCO CEMENT PLASTER FINISH PAINTED 5/8" G.W.B TEXTURED ,AND PAINTED R-19 BATT. INSULATION W-2 2" x 6" SYP #2 WOOD STUD cv 16" O.C. 1,12" G.W.B TEXTURED AND PAINTED 2" x 4" SYP #2 WOOD STUD t,_1�)" 16" O.C. 5i8" G.W.B TEXTURED AND PAINTED R-11 BATT. INSULATION we `.. �:CO,3 .;._ 0 W z (41oN :. O 00 _. M Q J N I I F— Q 00 in W... W > Z CV <� W Q W (000 j? W CID LO Q W w LLUU U LLL� NZ (✓ Z O op N J (D C) r-4�Q Q W Q LL Cq Lz z �0Z�WWJ Z Oz0 W C)¢ LLJ a0 m Ocf) -, w o N n� w U z� CV n< Z Z Owcy)� O U CO �-� w U) Z00-0 = U) Ill— - J O O Imw cn z w0W0 z N � a- O W H— Q Z 0 U) W Of Dig' Ily signed ca�'��rs�s�f�' yqG ss e.•w Fa.�@ Robert T Haug e s ' 24575 i ¢= STA EOF .+ ' n FC 44 F�•'•.:� ORf � pate. y ; „„ 2021.06,10 16:30:1 W N m m W Z LA Ij O W 02 c N C� z ¢ N �. q > W <:* oW o 0 ~iYc/) ~ W :D mOU J O z Y O LU a Q i 0° U 0 � U 0 SKEET NO. Al ■ FLOOR PLAN - 2ND FLOOR SCALE:1/4" = 1'-0" © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION OL 122'-41 T TOM . 2 I 2 5 � '. 1� : - di F:� 1 2 r� -,-� � .........: - ....... � ...... ... - I . . . � I . . 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Date: l-1Ao> 2021.06.1f 16-36-0 - w T- w � w LO Z 0 r-- LO N 0 =) lqN t 0 > I < I m < * (O WW. 0 W0 ir � 0 Z z Q'_Jw F- W LL (-) CD _j . . 0 z L; cn w Uj LLi 3: (.5 z 0 0 SHEET NO. A2mO GRADE FRONTELEVATION SCALE:1/4"= V-0" REAR ELEVATION SCALE:114" = V-13" @ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION 6'-83" liffam oA NOTE: BY THE 7TH ED. FLORIDA BUILDING CODE - USE 8d GALV. NAILS W/ A MIN, SPACING OF 6" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE AREAS. (TYP.) 6' -3" —\/—�— /\ /\ \/ / \ / \ R 2" I ROOF NAILING PATTERN ...................................................................................................................................... SCALE:3/8" = 1'-0" 7 8'-„ 7 U- 1 :< 83'-4 2" ROOF LAYOUT PLAN ......................... .... . SCALE:3/4" = 1'-0" ROOFING NOTES ALL TRUSSES TO CARRY MFR. STAMP AND PROVIDE VERTICAL SUPPORT MEMBER AT ALL SHADED AREAS = FRAME OVER TO BE BE INSTALLED & BRACED TO MFR. SPECS., EACH END OF LOAD BEARING MEMBERS MIN. 2x6" RAFTERS @ 24" O.C. UNLESS TO HAVE DESIGN DETAILS & DRAWINGS ON (MIN.) 2-2x6" STUDS (U.N.O.) OTHERWISE NOTED. SITE AND SHALL NOT BE FIELD ALTERED. PROVIDE POSITIVE CONNECTOR AT EACH ROOF MATERIAL PER OWNER (SEE PLANS) ALL HEADERS TO BE 6x8" SYP#2 OR BETTER POST & BEAM CONNECTION AS REQ'D. (U.N.O.) OVER MIN. 15# FELT OVER 1/2" CDX. PLYWD. UNLESS OTHERWISE NOTED. SHEATHING UNLESS OTHERWISE NOTED. GUTTER AND DOWN SPOUTS (PER OWNER) PROVIDE 2x SOLID TRIMMERS AT EACH END TO BE PROVIDED AS REQUIRED BY CODE. OF EACH HEADER UNLESS NOTED OTHERWISE 6-.J" 2" ! 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SS CcT�o U) 0 w 2 1101-8" - — — — — — — — — — — — - 9 -- — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — C) T.O.W.1 04 OIL 100'-0" --1 FFE, L OIL 99'4" T GRADE oL,l22'-.,'I," — T T.0,W,2 C? b T F.F E.2 OL T T, 0 , 'IN. 1 w 0 Z z LU U') cy) co 0 w C) Jo Z) F- � U) H - : L) W F— 1: U) F— z j w U) 0 oo 0 U) U) 0 0 Z W z _j w 3: N 0 F_ 245E -F SS� ONA eheoeue igitally signed by y A) bert T Haug D(ae- 2021.06.10 1632: t6 - 04 Uj Z Lo lu—) C) j 06 T F F C 04 cy) Z LU — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — f z — — — — — — — — LU LLJ OL T GRADE o Z It w _j _j :D 0 z U) of 6j z LU 0Q M 0 C) 0 n @ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION SHEET NO. A4001 TRUSSES W/ HEEL @ 24" O.C. (SEE PLANS) ROOFING PER PLAN ON 15# FELT TRUSSES W,HEEL. @24" O.C. (SEE. PLANS) OVER 1/2" C.DX. PLYWD. SHEATI••IING ROOFING PER PLAN ON 15# FELT OVER 3/4" CDX. PLYWD. SHEATHING 2x SCREENED BLK'G. AS REO'D. (SEE PLANS) "I" FOAM AIR BAFFLE \ (SEE PLANS) (SEE: PLANS) MIN 12" ABV. INSUL. 2x6" SOLID BLK'G. @ PLYWD. EDGE 2x SCREENED BLK'G. NAILING SIMPLE META 16 STRAP W/ 12 - ': d 2x :SOLID BLK'G. BETWEEN TRUSSES R-30 INSULATION -- NAILS EACH END O 'TR.USS Vll\\ i \\ / EMBEDDED INTO BOND BEAt.` SIMP. TRUSS : IE @, EA.'"'RUSS r .l ;S>.•E PLANS) / W. �� z < \ G.I. FLASHING / ! X G I. FLASHING O I 1/2"GWB, O(TYP.) O.H. I t�3FFI'I— --- ::;----- � SEE PLANS I� G.I. GJTTEF �::_!`� SEE PLANS ----- -- - - --- ... — — — — — — — — ` 2" P1..Y:^"rI7. 2x FASCIA END G J� Eiz t3N -- (SEE P DI'vN S, 2x FASCIA BD. 'PER O1w,,1NER` NOTw : EX-r ERIOR WALLS I - r ; t t � J r P#2 SIC�iPds .PER PLAN OVER 3/w.` FURRING CONTINUOUS BONG) BEAM `VV o SEE PLANS o `- SUPPORT BEAM; CONT. STRIPS OVER 8" MASONRYWALL '- I (1) #5 REBAR AND POURED SOLI) 4"X4" SYP#2 POST FILLED CELL 4�`a1 # 5 VERTICAL REBAR @ 48" O.C. POST TO BEAM CONN. 1 _________________•_., ROOF CONNECTION aT.O.W. 1ST FL DETAIL 2 ...,_....._.,... : ROOF CONNECTION @ EAVE DETAIL A50 ` SCALE:1" = 1'-0" A50 : SCALE:1" = V-0" LAYE>ai8:YP X" GWB. _ .........-..--.-.--.-. .MPR. TR U J SSES @ 24" O.C. EA. SIDE /:SEE PLANS) \ �L •ter-�r-�r�r �r�r�r�r REOT). INSUL._®rX X XI X X X X If )( )( I )( )( i 112"GWB. J I 2x NAILER 45 TO 49 STC SOUND SEE PLANS', T c 2-2x TOP PLATES 4 HOUR FIRE: (2) LAYERS 5/8" TYPE "X" GWB. now. EA. SIDE: �� I r J 2x6" STUDS �7a_ 16" O,C• W/ 1" AIR SPACE BETWEEN WALLS .................................................................................................................. _. REQ'D. INSUL. (SEE PLANS ) � ROOF CONNECTION DETAIL Cad PARTY WALL \A56. ' SCALEA' = 1,-0 "..- . 4" CONCRETE SLAB W16"x6"x10 GAU GE WELDED WIRE FABRIC. VAPOR BARRIER -� ,6" X. '2,1" CON FOOT W! (3) CONCRETE FILLED CELLS @ 48" O.C. REINFORCED WJ'' (1) #5 REBAR, LAP @ 24" (3 COURSE.) W/ 9" HOOK SLOPE GRADE AWAY FROM STRUCTURE CLEAN, COMPACTED. { TREATED FILL. :(. `•.-9.�,: CONCRETE FOOTER DETAIL ,A50) sCALE:1" =, -0 ONE LAYER 5 8" TYPE X. GYPSUM .rVALLBOARD OR GYPS' IM. VENEER BASE APPLIED PARAI. LEL OR AT ?�Ii7HT ANGL..:ES T;:) EliC IDE =F 30L.JBL.E ROW OF :' X. 6 WOOD STUD 16" 0.1,;. ON SEPARATE PLATES 1" APAR'T "jITI••1 e:•D COATED NAILS, ` 7/8" LONG, f:).0915" SHANK. 1,14' HEADS, ?" O.C. ;OINTS , }� ,GERF..D lei" t�N OPPO.IT SID i�F.IZ{ NT(t;.. BRACING REQUIRED AT MID HEIGHT. ;LOAD' -BEARING THICKNESS: 13 114" APPROX. `v1lEIGHT8 PSF FIRE TEST: SEE WP 3605 (UL R13194. 61 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3- 15-66, DESIGN U305; ULC DESIGN W301) SOUND TEST. ESTIMATED 65 STC 6 : _ GYPSUM WALLBOARD ON WOOD STUDS SCALE: N.T.S. (P.T.) POST (SEE PLANS) PB POST BASE 'V: STANDOFF 144 CONT HORIZ ICE -BAP: - 4. �,.t.N . SLAB L�'vq/ / 6x6--W2AxW2 ? 'N Y..M. W/ 6 MIL. VAPOR BARRIER s VERT. RE -BAR @ 41.8" O.C; 'v,',, ALT. HOOKS t MIN. 3" CLR. 4 'PIRE:F. DRA€N TIL. %� ?. ',,, �_ 2 %tc1 :`�'"vT. HORIZ. RE -BAR SET IN t`RR%,�, E-L AS REQ'D..—� _. AS REQ'D. o PORCH FOOTING DETAIL SCALE:1 = 1 0" CONVENTIONALLY FRAMED 1"X6" NAILER -NAIL INTO SHEATHING ROOF MEMBERS PER PLAN W/ 2-16 NAILS @ 24" ROOFING/FLASHING AND / 15/32" PLYWOOD OR 7116" 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) (OPTIONAL: 2"X6" NAILER) — — — — — — — — — — — — — - --------------- MAIN ROOF PRE-ENGINEERED OR CONVENTIONALLY FRAMED TRUSS SYSTEM TYPICAL OVERBUILD VALLEY FRAMING DET. ,-••• TRUSSES W/ HEEL f`z�, 24" O.C. (SEE PLANS) ROOFING PER PLAN ON 15# FELT OVER 3,%4" CDX. PLYWD. SHEATHING 2x SCREENED BLK'G. AS REQ'D. 1" FOAM AIR BAFFLE: / (SEE PLANS} \ (SEE PLANS) MIN 12" ABV. INSUL. \ 2x6" SOLID BLK'G, @ PLYWD, EDGE - NAILING -,-, , r-, SIMPLE META 16 STRAP W/12 - ld REQ'D. INSUL. NAILS EACH END OF TRUSS EMBEDDED INTO BOND BEAM G.I. FLASHING (SEE PLANS) 5,8" :a'v'!r;�. r :1 P.) O.H. SEE PLANS ....... . ..SEE PLANS G.I. GUTTER ON . .............. ..----- 2x FASCIA BD. (SEE PLANS) 2)e6l' STUDS ,,cs 1 £ O.; , �'�l I NOTE. EX-C. WALLS Vy'/ REO'D. INSUL.. & MO::STt.JRE SIDING PER PLAN OVER 1:i# FEI..T BARF,'I>E: �� � OR EQUAL BLD'G, WRAP OVER 5/8" CDX. PLYWD- SHEATHING ROOF CONNECTION e- T.O.W. 2ND FL DETAIL �A50, • SCALE:1" = V-0" VENEER (PER OWNER) SEE PLANS iN/ I`IA S0 NRY TIES @ 16" O.C. VERT. & i••IORIZ CONT. FLASHING 65� :C}TTOM COARSE a� WEEP HOLE FINISH GRADE ------------ ---------------- --____ M `��� ELIMINATEMORTAR R 1� M PROVIDEHOLES @ HEAD . 4" r 4 1" AIR SPACE ,FLOOR SYSTEM NOT SHOWN, REFER TO PLANS FOR ADDITIONAL INFORMATION CONC. STEMWALL (PER PLANS) 72' O.C. a .a a d t:....-7•, VENEER DETAIL (a) FOUNDATION ASQ,' SCALER" = 1'-0" III GARAGE: DOOR EXT.WALL(SEE PLANS -- — PER OWNER III I r X 8" 'TRIM B11 I 4" CONC. SLAB W/ III _ 6x6-W2.1xW2.1 W.W,M. III I J W/ 6 MIL POLY V.B. 1/2" EXP. J�4T. III I � SLOPE SLAB 1/8" PER FT. ::)RIVE%'VA (PEI t�V"ti'NER III SLOPE: AWAY FROM BLDG. � _ 12 1,8� p e •.�X- —X- ° � i e a ° (1) f#4 CONT. HORIZ. c � v ° a ' RE -BAR MIN, 3" CLR. d ° •a 0' 11 'I GRADE BEAM 0 GARAGE ,.. .......... -. A50 SCALE: 1" = V-0" 2.x4" BRACE @ 48" O.C. AS REQ'D. NAILED TO 2x SOLID BLK'G. (U.N.O.) 0 0 MFR. TRUSSES o 0 @ 24" O.C. (SEE PLANS) REQ'D. INSUL. ( )( LJ LJ LJ LJ 2x CLG. NAILER —' 5/8" GWB. ---+ SEE PLANS 2x6" STUDS @ 16" O.C. W/ REQ'D. INSUL. & MOISTURE BARRIER / ROOFING PER PLAN ON 15# FELT OVER 3/4" CDX. PLYWD. SHEATHING 2x BLK'G. 1x DRIP ON 2x BARGE. BD. 1 (SEE PLANS) GABLE TRUSS Wl 2x If OUTLOOKERS @ 24" O.C. A23 CLIP BRACE TO WALL 2-2x TOP PLATES NOTE: EXT. WALLS SIDING PER PLAN OVER 15# FELT I OR EQUAL BLD'G. WRAP OVER 5/81' CDX. PLYWD. SHEATHING (SEE PLANS) (TYP.) O.H. I. SEE PLANS ; ;4 ROOF CONNECTION DETAIL 0 GABLE �A50 SCALE:1" = 1'4' 1" AIR SPACE BETWEEN WALLS 0 v (2) 1 AYERS 5/8" TYPE "X" GWB. FIRE BLOCK @ 10'-0' HORIZ. & VERT. EA. WALL I 2x6" STUDS @ 16" O.C. W/ -- 4" CONC. SLAB 1, 1 3-1/2" BATT INSULATION 6x6-W2.1xW2,1 W.W.M. W16 MIL VAPOR BARRIER (P.T.) 2x6" MUD SILL W/ 518"--x i 0" A.B. @ 48" O.C. — — — — — — — — — ° — — — — — — — — — —. cX ;.Aa-X — ..-oX .d - a X —X - —X - .--TX - i •. 4 ° v I � c ° d i LLI (2) #4 CONT. HORIZ. RE -BAR ° ! EU Icn #4 VERT. RE -BAR @ 24" O.C. WI as ° ALT. HOOKS / MIN, 3" CLR. ........... ................................................. . (2) #4 CONT. HORIZ. RE -BAR MIN. 3" CLR. AS REQ'D. 24„ eQA�'FOOTING 0)PARTY SCALE: 1" = V-0" FILLED CELL W/ ##5 VERTICAL REBAR @ 48" O.C. 4" CONC. SLAB W/ 6x6-W2AxW2.1 W.W.M. --- --- W16 MIL VAPOR BARRIER j FINISH GRADE X— -X— -X— -X KEYWAY --"�j G A. A 24"X14" CONT. CONCRET FOOTER, 3000 PSI W' n d (3) CONTINUOUS ##5 REBAR a . v d . v A • • 4 /( .2� STEMWALL FOOTER DETAIL 0 GARAGE r A50 SCALE:1 = V-0" 1f2"- ANCHOR BOLT @ 48" O.C. & CORNERS W/ MIN. 7" EMBED. 1/2"- ANCHOR BOLT C 48" O.C. 12":x24" THICKENED & CORNERS W1 MIN. 7" EMBED. SLAB REINFORCED WI 4" CONCRETE SLAB W,/ 6"x6"x10 4- INTERIOR WOOD STUD WAIL , - � � (3) CONT. #5 REBAR GAUGE WELDED WIRE FABRIC. -� SEE: SHEETA50 FOR DETAILS 4" CONCRETE SLAB W/ 6"x6"x10 GAUGE WELDED WIRE FABRIC, 6 MIL, VAPOR BARRIER OVER FINISHED FLOOR COMPACTED FILL -POISONED e ° d d ° — — — — — — — — — — — — 4 d d 4 ° d °o o o °� o o 4D ° / d d d ° >11 6 MIL. VAPOR BARRIER OVER COMPACTED FILL - POISONED STEP DOWN DETAIL SCALE: 1" = V-0" "14� THICKENED SLAB 0 LOAD BEARING A50 " - "...................................................................... ............................................... SCALE:11'-0 @ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION O J U)o04 O Mao } 00 cM F Q J N fn LL. ao W ] Z N --` ri < g co WNW 00 W co Q _ �L J di > z T_ W U a. W LL cr) OZ N �LLL �c)0 d a <t LUtz 0 . c� - O Z Z 00 @� c) C7 w LU Z U) U (Xm �Q a0 F- OU) W OIf A O N F_ CL W U Z ZF_� Owcy) N O U Of _J U ���J LU =JQ J Z CO O � W =p Z WOW Z CL 3: N O b— L _ i " IIy signed " Robert T =�e Haug 9 ? 24575 ¢ Date: 2021.06.10 16:33:3 -04' W N 00 W Z Ln O Lo O _j Uj o 0 N Z =* Q ,� o w LV 0 W U Z ~ Of I LI W LL 0 O z Y v) O w W a = m U Q 0 0 U On SHEET NO. 'A5■ SCALE: 1/2" = V-0" ASPHALT ARCH. SHINGLES OVER 30# BUILDING PAPER NO. 15U OVER %4" CDX PLYWOOD. ATTACH W/ —� 8d NAILS 6"O.C. ON EDGE AND 8" IN FIELD SIMPSON H2.5A, ATTACH 6 PER MFR. SPECS (TYP) CONT. DRIP EDGES i 1 "x6" WOOD FASC 3/4" STUCCO CEMENT PLASTER ON EXPANDED WIRE LATH, WITH 3/4" X 2" SCREED VENT. (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 0? N '-' BEAM TO WALL CONN.: SIMPSON LUS210-2 (FRAME) 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.'SY"O A.B. (MIN. 6" EMBED.) PER COLUMN LAYOUT. (OPT.Y2"O WEDGE ANCHOR) COLUMN BASE TRIM (MASONRY COLUMN HT. A.F. PER ELEVATION 8"X16" CMU BLOCKS NUMBER OF COURSES •0 @ COLUMN PER LOT • SLOPE REQUIREMENT .0 FOOTING DOWELS: #5'S PER FDN. PLAN - EMBED 6" MIN. INTO FOOTING W/ 10" 90' HOOKS - LAP 25" @ VERTICAL #5 REBAR. a. FACE ALL AROUND W/ STONE VENEER 4" CONCRETE W/ 6X6 W1.4XW1.4OR •:a i .• FIBERMESH •a . awl •� 'sd :;:.. SECTION 0) ENTRY POST 11!60, 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 CC TYPICAL WEEP SCREED DETAIL SCALE 1/2 = V-0" BATS PRE-ENGINEERED TRUSSESWI 16Y11EEL U O ITI ED SPACE R-30 BATT INSULATION Y2" CONT. CEILING BOARD WOOD CROWN MOLDING ON ALL WALLS, 2"x4" BLOCKING CONTINUOUS. 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 5/U770WAVAR77 TYPICAL INTERIOR WALL SECTION SCALE: 1" = V-0" 1 x TREAD FLOG ISTS RISER - 1/2" PLYWOOD OR 1 "x (OPT.) T/110" Xw ` w - �- Q CO 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 INGERS & FLOOR JOISTS FOR WALL OFFS DETAIL REFERENCES FBC 7TH EDITION (2020) RES. SECTIONS R311 & R312, R311.7.4, R311.7.5.1, H 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 MIN.1 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 CROSS-SECTION OF 2.25" PER FBC 1009.11.3 & FBC 1994-R THROUGH HOLES 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. '4 RESIDENTIAL STAIR RISER DETAIL A60 % SCALEA" = 1'-0" PPORT BEAM 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 4" CONCRETE SLAB W/ 6"x6"x10 12"x32"X32" THICKENED SLAB REINFORCED W/ GAUGE WELDED WIRE FABRIC. (3) CONT. #5 REBAR EACH WAY 6 MIL. VAPOR BARRIER OVER FINISHED FLOOR COMPACTED FILL - POISONED 0 a TYPICAL LOAD BEARING COLUMN ABO SCALE:1" = 1.0. FLOOR TRUSSES TRUSSES LANDING uLLL___u_ [FLOOR STUD WALL17 ---------------- 16 \-1 IBEYOND _ f 11 1 11 \ .''1 I 11 11 11 11 I 11 11 I1 14 I `...4.�..': � u II 1I LAN INGI ----1 11 II II II II II OA0 BEAp21NG1j 11 i� 11WALL BE ONDI1 13 12 J 110 . II ce) U 118 ,' ii LdAD dkARING bLLJ ii ii 71 ,'� it ii WALL BEYOND II ,i II i 5 i 11 II it I II II i tit lip 10 3 i'/ jl jl I I 11 2"�" COLUMNS YI(1ICA4 I II I Lj 2"X6" 14" , , II II II 11 II i II II I ' --11---IL L__L_—_J II II --- II II LL--11- BEARING FOOTING BEARING FOOTING SEE SHEET A5.0 SEE SHEET A5.0 STAIR SECTIONS `XA60;F' SCALE:1/4" = 1 0" T-6" cV N TYP. LANDING DETAIL SCALE:1/4" = V-0" Zo -cri 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 3/4" PLYWOOD FLOOR SHEATHING — PRE-ENGINEERED WOOD FLOOR JOISTS AT 16" O.C.; JOIST HANGER I 1/2" GYPSUM BOARD ON 3/4" FURRING OR WOOD STUDS AT V-4" O.0 W/ 1" RIGID INSULATION IN BETWEEN y" 4" CONCRETE SLAB W/ 6"x6"x10 GAUGE WELDED WIRE FABRIC. VAPOR BARRIER —W— CLEAN, COMPACT TREATED FIL C0 110'-0" METAL EAVES DRIP 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" J� T.O.W. 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. 4" L 8" 4" 8" 2 -0" 11 TYP SIDEWALL DETAIL SCALE:1" = 1'-0'__ L y.� *' OU LL J r" U) N 04 0 M >_ CO (COO L I`� Z IZ CV Q cMo J JNW 00 Y LU CD k Z Q T_ W w Lw LLLL CY)� N Z Z mop NJ Z) 0 cl�M ir.�Q Q W J �LL 05~ OzZ 00@ U C� w Z W 0 mOf oR Q a0 OU) w o N J_ w N Q C.) zl--LOw 0 U0�_J0 U Q 1. w=Jc/) Z00J0 O 0 =w z W0Wcn z J 3: N Q O 6i 4 0 Z O U) W re ' ' ally signe y R, T Robert T QO�P 6�aTEq� R(� Haug sv 245T5 'E sz O i, rSTA-E �F J Date. 2021.06. L0 16:34:4 i` _0 w N 0 00 ao w LO CD_i LLI q Z LO co N U Q N q > W =Q* o W 0 ~RU) Z SOW J pWpLLU J Z) O z Y w of W Z a m O ¢ = O SHEET NO. A600 @ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION — /0 ......... ... ................... . ......... ....... ....................................... ..................... ............................................................ ELECTRICAL NOTES 1.', ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODES (NEC). 2A 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. 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. SM OKE 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 I-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 IQ DUPLEX RECEPT @ 16" A.F.F. DUPLEX RECEPT @ 42" A.F.F. QUAD RECEPT @ 16" A.F.F. 220 VOLT RECEPTACLE ®G.F.I. DUPLEX RECEPTACLE W/ WEATHERPROOF COVER Q PHONE JACK @ 16" A.F.F. PHONE JACK @ 42" A.F.F. V DATA OUTLET @ 16" A.F.F. ® 24"x24" SUPPLY AIR REGISTER ® 24"x24" RETURN AIR WALL MOUNTED SWITCH ® OCCUPANCY SENSOR Oo O EEMAX WATER HEATER sD SMOKE DETECTOR HD AT DETECTOR HE ccry SEC CCTV CAMERA 0 CEILING MOUNT EXHAUST FAN ® EXHAUST FAN / LIGHT COMBO EMERGENCY LIGHTING 4® EXIT SIGNAGE - DIRECTIONAL WATER PROOF PORCH LIGHT 60W. MAXIMUM WITH PHOTO CELL 4&A EMERGENCY LIGHT/ EXIT COMBO INCANDESCENT LIGHT 15/25W MAX ® FLUORESCENT FIXTURE J❑ ELECTRICAL JUNCTION BOX QT WALL MOUNTED THERMOSTAT ® FIRE ALARM STROBE FIRE ALARM HORN STROBE FIRE ALARM PULL STATION ® MONOXIDE DETECTOR MD SEC MOTION DETECTOR R C KF SEC KEY FOB ENTRY w 0 2 0 J LL z (ii p _N o 0 a0 M Q N LJL W S ao "l �Z�Zul N ° M W Q W ao _D J N Uj co Lo Z L U LU wU_UL N Z C� rYM �Q Q Z LLI 0 J Q LL 0o CD OZ CD co F— ¢ I— ::) W ZL]Ij W Z W m � 0Q L1_I _3 110 a OU) w L0 O N 1..� w z J Z pWLO N O I-WMa 0O � U �� F- W=JW z 00 OO U0.) . =W O O Z W z JWO N O_ O O ann"yn Oe'-'StSTE'q w ' 24575 i ¢ 9 t5 STATE OF £ W a f� pGOR��� 'AL L igitally signed by R bert'T Haug i Da 2021.06.10 16:35: - ° W N m aD w u') O LLI o Z (� � M 2 N Z 2Q* (6 W W O W O �FpU) Z LL w wOU J m 0 0 LLl Z Y W W U z a F w ro Ov o o U O SHEET NO. 1001 ........................ ......._................ .................................. _.................... ............ __............................_.__.._........................._....._ ......... . O U) © COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION