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1500 Main St Chapel (wwo) IE I : 4 DESIGN C CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FRAMING NOTES NOTES 3,4 1. SIMPSON ACRYLIC-TIE ADHESIVE SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO O CONCRETE. EPCON G5 HIGH STRENGTH EPDXY OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE TO SLAB _ OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM PLATE 1 YZ„AND TOP CONNECTIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO Buil Code L WALLS HALL HAVE "EDGE DISTANCE FROM EDGE OF . AL MEMBER OF TOP PLATE. EDGE NAILING S � " 2010 londa Butlding and Residential Codes O THE SPECIFIED DEPTH,IN A HOLE /a GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL n N PANEL. Cod for Design Loads THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE 4 CONCRETE S W/ ANS ASCE 7-10 FLEXIBLE VENEER MIN%"T1-11 INSTALLED W/8d COMMON: 6"O.C.AT PANEL EDGES, 6"O.C.IN THE FOLLOWED FOR PROPER INSTALLATION. 6x6 W1.4 x WI A OR (NOTE 7) FIELD. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY,UNO. ALL WATERPROOFING AND FIBERMESH _ SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND � FIRE SAFETY - 1.25 ROC LOADING................................ a DETAILED BY OTHER. °- -° TOP HORD LIVE LOAD..................................20 PSF U SL N MIN'/a"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS - T'•' 8"MIN TOP HORD DEAD LOAD................................7 PSF w = SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING \ \ \ \ \ BO OM CHORD LIVE LOAD O I- ^ LISTED IN FLORIDA BUILDING CODE TABLE 2304,91. \\/\\ \\ \ \ e P► 28"MAX M mo w SHANK NAILS: B O.C.AT PANEL EDGES, 12 O.C.IN THE FIELD. 4, BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. �� /i/�� i l M A CS WITH LIMITED STORAGE...............20 PSF(PER FRC) $ p u� O A ICS WITHOUT STORAGE....................... 10 PSF z 5. ' UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO �\\\ .° / ///\/�/� //\/ N FOUNDATION WITH LIKE STUD PLIES. VAPOR BARRIER /// " \/\/\\/\\/\\/\� �y M (NON-CONCURRENT) \ \ ,. ., e. �2 MIN. BO OM CHORD DEAD LOAD........................5 PSF NOTES: 6. FASTEN ALL MULTI-PLY STUD COLUMNS A D CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. 1. FOR SHEATHING THICKNESS GREATER THAN 1S/2"CATEGORY(32/16 SPAN RATING),USE 10d RING SHANK NAILS IN LIEU OF 8d RING STAGGERED. \ '`° ' ' ��\/�\/�%// N LL" SHANK NAILS. (0.148"x3"LONG). 7. FASTEN ALL STUDS TO BOTTOM AND TOP LATE$WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. U /\ WIN LOADING.................................................Cd= 1.60 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/Sd GALVANIZED BOX NAILS. 8. FASTEN ALL TRUSSES AND RAFTERS TO P PLATES WITH(3)8d TOE NAILS. / ...................130 MPH FOOTING TO BEAR N 6"OPT.EXTENSION IN BRICK AS 7 10,3S GUST..................... 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 9. ' ALL MULTI-PLY TRUSS GIRDERS AND BEA TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR O1 t� BA IC WIND SPEED FIRM UNDISTURBED S L LOCATIONS ON FND PLAN O N , EXP SURE CATEGORY.................................. C a 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS A$NOTED ON STRUCTURAL PLAN,LINO. N m BUI ING CATEGORY.................. II THE APA. """" i 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID V 'll , EN OSURE CLASSIFICATION...................... ENCLOSED ADDITIONAL NO.4 OR NO.5 04 ., INT NAL PRESSURE COEFF........................0.18 SQUEEKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. HEADER FRAMING N WITH DER OR OR ANT J C&C DESIGN PRESSURES.............................. (SEE TABLE 1) S. /32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN BAR IN BRICK LEDGE M cu C Q370(STUCCO).SHOULD BUILDER SPECIFICATIONS ALLOW,MIN STRUCTURAL REQUIREMENTS ARE 7/a"24/16 SPAN RATING 1. ALL HEADER JACK AND KING STUS SHALL B FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON!�8 CRITERIA INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL SPECIFICATIONS. O.C. STAGGERED. LL a) Q DE ECTION CR 7, WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. 2. TOP PLATE TO HEADER CONNECTION PER E OF THE FOLLOWING(NO CONNECTION REQUIRED FOR Ld LO HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): J ...+ N ST F EADE N S............................................. LL/240 OPENINGS 3 FT OR LESS OR AT FIRST � TI SECTION _ i ROC F TRUSSES FIELD NAILING IS PERMITTED TO BE 12 O.C. M NOLITH IC FOO N BLOCKED WALL F TL/180 • SPH W/(12)10d x 1-Y2"*16"O.C. OR • DSP W/ 14 10d x 1-/ ®16 O.C. OR I GROUND ADJACENT TO FTG OPES DOWN Z TL MAX V UP TO ( ) A D AWAY FROM STRUCTURE EEPER THAN ' L40'SPAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN • FASTEN TRUSS DIRECTLY TO HEADE W/MTS OR HTS W/(14)10d x 1-Y2"(OR EQUAL APPROVED BY EOR). V "VERTICALLY PER T-0"HORI ONTALLY, V 4. WINDOW OPENINGS WHICH CAUSE UPLIFT NCHOR SPACING TO BE GREATER THAN 48"O.C.REQUIRE s/a" C NTRACTOR HAS TWO CHOIC Y C NOTE NOTES 1,2,3,4 PRESSURE TREATED LUMBER ANCHOR BOLTS OR REDHEADS W/1-Y" DIA WASHERS AT 48"(MAX)ON CENTER. 1. PRIOR TO CONSTRUCTION,8 EK GUIDANCE •m 1. CO CURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER DIAMETER LENGTH NOTE 1 5, FASTEN ALL MULTI-PLY HEADERS TOGETHE WITH(2)ROWS 10d COMMON Q 8"O.C.ALONG EACH EDGE, OF EOR TO PREVENT EROSI OF SOIL. -, cn S PER S FB 1805.3.1.1. „ 8, FASTEN ALL HEADERS TO KING STUDS WI (3)5d TOE NAIL IDE. 2 USE STEMWALL FOOTING Scl OPE OF WORK AS INDICATED ON THE STRUCTURAL DRAWINGS IS COMMON 0.131 2-Y2 PRESERVATIVE FASTENER TYPE THE s " 7. IF HEADER NOT SPECIFIED,CONTACT ENGI EER OF RECORD. O O CON DERED TO BE LEVEL 2 ALTERATION OF EXISTING WITH ADDITION WORK 8d RINGSHANK 0.113" 2-/a W ACZA STANDARD CARBON STEEL � � AS IINED IN THE FLORIDA BUILDING CODE FOR EX187ING BUILDINGS. MORE 10d x 1-Y 0.148" 1%2" NOT RECOMMENDED. OPENINGS > 6� I=' THA 5 A LATERAL LOAD HAS BEEN ADDED TO THE EXISTING STRUCTURE. 10d 0.13V 3" SILL PLATE w/SODIUM OPENINGS IN 2x4 STUD ALLS GREATER THAN 6 REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED THE [STING WALL HAS BEEN ANALYZED AND,WITH PROPER CONSTRUCTION STAINLESS CONNECTORS AND VERI ON,IS SUFFICENT TO ACCEPT THE ADDITIONAL LOAD 10d COMMON 0.148" 3" BORATE(NOTE 1) FASTENERS REQUIRED. (2X4 WALLS) PLATE DIRECTLY ABO AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. 23� H �. " CONNEC"CORS MUST HAVE , 12d COMMON 0.148 3-Y4 OPENINGS > 8 2x6 STUD ALLS GREATER THAN 8'REQUIRE A 2 2x6 NO.2 SPF PLANK ORIENTED -MAX G120 OR TRIPLE ZINC OPENINGS IN O U „ N Z , ALL OTHER PT Y BO AN BELOW THE OPENING VVI 8 12d COMMON TOE-NAILS AT EACH END. � TA LE 1 : COMPONENT AND 16d$INKER 0.148 3-Y� COATED FINISH. (2X6 WALLS) PLATE A D O 16-4 16d COMMON 0.162" 3-Y2" (INCLUDING Am& MCQ) ALL FASTENERS MUST BE HOTcu U C DDING DESIGN PRESSURES DIPPED GALVANIZED. Y NOTES: 1. 1NSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: -i r_- - Qa) cu WINDOWS AND DOORS 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES BEARING ON CONCRETE OVER VAPOR BARRIER - - d FFECTIVE ZONE DESIGNATION SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND Z s F1887. NOMINAL DIAMETER SIZES APPLY TO FASTENERS SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE ND AREA IZ-Interior Zone s F1-End tone p f) j (P 0 ( SI TO CARBON STEEL FASTENERS. BEFORE E APPLICATION OF PROTECTIVE COATING. NON-CORROSIVE 2 + - RED HOLE IS REQUIRED TO PREVENT SPLITTING OF + - 24.61 32.95 3. WHEN A BO 4.61 26.70 0 -20ft 2 RATIO R PENETRATION, LE A WOOD DUE TO FASTENE N,THE BORED HO 21-50 ft2 +23.42 -25.51 +23.42 -30.58 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. LO X 0 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS • SAWCUT AND REMOVE EXISTING W W Z 0 1 - 100 ft2 +22.01 -24.09 +22.01 -27.74 CONCRETE AS REQUIRED TO .� Q 7 m D D w r Q i SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. s ACCOMMODATE NEW 30"SQx20"DEEP h p = w Y p W D 2 + -23.00 +20.91 -25.56 e� Z UZ w J - 0 -200 ft 20.91 1 FTG w/ 4 #4 EACH WAY. m D _ � m O 0 z D m W U d' to J m WOJ _ Z • J ATTACH NEW CONCRETE POUR TO r, - } a p Z J m Z 0 < W W W - 0 4 NYL SOFFIT MAX PRESSURE(pst) +24.61 -32.95 TABLE 6. UPLIFT ANCHORS � ! EXISTING w/(2)#4 OR�x12"LONG GARAGE DOOR PRESSURE SEE FRAMING PLAN NOTES 1,2,3,4,5,6 I HORIZONTAL DOWELS w/6"DRILL Z D IL W it W IZ H 0 W 0 CONCRETE/ TENSION MINIMUM EDGE EPDXY OR AND EPDXY EMBEDMENT INTO OOma Z wJ- ZED EXISTING W amOaoWF = = wo - Uw SYMBOL DESCRIPTION MASONRY CAPACITY DISTANCE. ADHESIVE ►- m rc zw b L EMBEDMENT Q J � � � rc W 1 FOUNDATION HAS SEEN POURED PRIOR TO PERMIT. UI Z F = D < a -. OWNER SH .P T SERVICES OF A TESTING < ►- z � w 0 SON O R ALL EMPLOY HE SE 81MP Z D CONNECTION fJ) X { 3/8 ATC(ALL THREAD ) 3/8"DIA ALL THREAD IMOD W/2"SQUARE x Ya' 4"/8" 2,050 LB. 1 a/�" ACRYLIC-TIE � COMPANY TO DETERMINE THE FOLLOWING: Z_ � d a W W I m p 0 D w 3 d w ADHESIVE 1. DEPTH OF S m 0 < w u u Z w w z w 0 4 1 w THICK WASHER AT TOP PLATE LAB TO BE NO LESS THAN 3-1/2. F- z < x w D D P 0 - I W 0 z I - Z F- TEST IN NO .ESB THAT(3)LOCATIONS. (n w m _ p w F Z < p w m_ o: m " 3 „ r ♦. W Q 4tZHOUO W W 1/2"ATC(ALL THRF 1INEC " SIMPSON k M 2. CONFIRM P',ESENCE OF REINFORCING STEEL W �� w Z -X < w u < lr m , w z ADHESIVE Z � I � ZQ ? a � Dm < w tl2'DIA ALL THREADROD W/3"SQUARE x /" 6"✓12 3,200 LB. 1 /g ACRYLIC-TIE a IN FOOTING#r.^ x z w w a w Z J 1'" Z m 1- Z THICK WASHER AT VP PLATE (� D z �. k m w a m _ z 0 3. CONFIRM A ERAGE STRENGTH OF CONCRETE W m [, O - Z I _ t� ONE STORY QTB(QUICK TIE BLUE) TO BE GRETER THAN 2,500PSI. Z W W DJ 4 m Z - x Q Z � F Q EPCON G5 HIGH 444444 E w D 6 w < it 1- u a"W:RE ROPE "STEEL STUD 4"/4" 1,527 LB. 1 3/�" LL! w z 0 m w m � Z � v �6 STRENGTH EPDXY n i Q Z > Z w m - W < k TESTING COMPAQ SHALL SUBMIT REPORT TO APEX = I < v Q FBI TWO STORY 2/, x 2/4 x /s WASHER!M TOP PLT Q Q a ONE STORY QTG(QUICK TIE GREEN) TECHNOLOGY REVIEW AND APPROVAL 0 W < . Q F J FZ- I 0 0 © 4"WIRE ROPE-j"STEEL STUD 4"/4" 2,839 LB. 2 Y.• EPCON G5 HIGH ( O © STRENGTH EPDXY TWO STORY 3"x 3"x 3/e"WASHER C TOP PLT � G5 HIGH O ONE STORY QTO(QUICK TIE ORANGE) Z SHEET NO.; O ra"WIRE ROPE-e'STEEL STUD ` 6"/6" 4,455 LB. 3" STRENGEPCONTH EPDXY 0 ST-1 " a TWO STORY 3"x 3"x/ WASHER®TOP PLT NOTES: STRUCTURAL 1. ONE ALL THREAD CONNECTION(ATC)IS COMPOSED OF 36kst ALL-TREAD THAT RUNS THE FULL VERTICAL HEIGHT OF THE WALL, PLAN x PENETRATING BOTH THE TOP AND BOTTOM PLATES,AND GROUTED WITH SIMPSON ACRYLIC-TIE ADHESIVE IN MASONRY OR CONCRETE.THE ALL-THREAD MAY BE SPLICED WITH A COUPLER THREADED ONTO THE ALL-THREAD A MINIMUM DISTANCE OF O Joe NO.: AT EACH END OF THE COUPLER.THE COUPLER SHALL BE RATED FOR ALLOWABLE TENSION OF 2,050 LB FOR %-RODS(3,200 I U AT14605 N 3 N � OF 3.3 FT EVIATION FROM VERTICAL / Q - E MAXIMUM D H WITH TH a ST FLOOR (T.p) END ZONE LB FOR/2 RODS). THE ALL THREADS ALL BE INSTALLED PLUM DESIGNATION HORIZONTAL PER FOOT VERTICAL. I� SUBDIVISION: 2. WASHER AND NUT REQUIRED AT THE BOTTOM PLATE FOR ATC'8 LOCATED IN EXTERIOR WALLS ADJACENT TO OPENINGS AND AT WALL ENDS WHICH TERMINATE AT CORNERS. L - _ _ _ _ _ _ _ - - _ _ o RayanChapel 3. THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 ft-lbs OF TORQUE. CHANGES IN MOISTURE LL Additon S H ET INDEX CONTENT AND THE RELATED SHRINKAGE OF THE BUILDING MATERIALS WILL EFFECTIVELY ELIMINATE THE PRE-LOADING CAUSED BY THE INITIAL TIGHTENING OF THE NUT. AFTER ALL ROUGH-INS OF THE MECHANICAL AND ELECTRICAL TRADES ARE Q - LOT NO.: T-1......................STRUCTURAL SPECIFICATIONS/FOUNDATION I COMPLETE,AND PRIOR TO INSTALLATION OF INSULATION,RE-TIGHTEN THE UPPER HEX NUTS TO 3011-lbs OF TORQUE. T_2 STRUCTURAL FRAMING PLAN/ROOF FRAMING PLAN 4. IT 18 THE RESPONSIBILITY OF THE BUILDING DEPARTMENT OR BUILDER TO VERIFY THE TIGHTNESS OF THE HEX NUT PRIOR TO U /DETAILS I INSULATION INSTALLATION. Z LE END 5. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. � 0 FLOOR PUN: 6. ATC OR QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO NO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED ATC LOCATIONS. Chapel Addition OR ENGINEER OF RECORD W EACH WAY � DESIGNED: ORIENTED STRAND BOARD CONCRETE AND FOUNDATION NOTES v 8.15/MGK SB I SP WOOD STRUCTURAL PANEL COMPRESSIVE STRENGTH FOR FOOTINGS-2,500 PSI AT 28 DAYS(UNO). SOUTHERN YELLOW PINE 11 1. CONCRETE CO - W YPCOMPRESSIVE STRENGTH FOR SLAB- 500 PSI AT 28 DAYS(UNO). 23 f-- REVIEWED: PF SPRUCE-PINE-FUR 2. CONCRETE C 2, 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNG). DBM CONT CONTINUOUS 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP, O.C. ON CENTER ALTERNATIVE AND SHALL NOT REQUIRE WWF. a TB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS 5. FIBERMESH IS AN ACCEPTABLE ALTS IVE QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS 6, MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. REVISIONS DATE TG 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH TO QUICKTIE ORANGE,SEE TABLE 6:UPLIFT ANCHORS FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE BOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF STUD COLUMN KEYNOTE CALLOUT MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONT'RACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. } 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6"AND m NUMBER OF STUDS BELOW BEAM/GIRDER SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL$OIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. \ LLJ L TRUSS.STUDS TO MATCH WALL FRAMING SIZE 9. STEMWALLS OVER 4 COURSESTALL REQUIRE SPECIAL ATTENTION TO BRACING DURINO CONSTRUCTION. CONTACT ENIOINEER OF RECORD IF � �Z AND GRADE, i THIS CONDITION EXISTS. GENE FOUNDATION OTES 0Zp 0j 2 ST DS ADDITIONAL CLARITY FOR THE LOCATION OF 10. TO CONTROL CRACKING,CUT 1"SAVVCUTB IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. 'CONTACT EOR FOR ZO M W D Z F- THE STUD COLUMN ALTERNATIVE METHODS. 1. EARTH AND RTH FILL SUPPORTING SLABS N GRADE IS ASSUMED TO HAVE 11, DO NOT SCALE FOOTING DIMEfi810N8 AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMNNE FOOTINO LOCATION FROM A MINIMUM B ING CAPACITY OF 2,000 psf I ACCORDANCE WITH FRC 2010dr q ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, TABLE R401.4 ,AND SHALL BE FREE OF OR NIC MATERIAL AND COHESNE U �A O � Q BOTTOM OF STUD COLUMN CONNECTION CONTACT THE ENGINEER OF RECORD. SOILS. COMP CT THE FILL IN 12 LIFTS TO LEAST 95%OF MODIFIED W V Z •1ST LEVEL STUD COLUMN:HOLDDOWN REQUIRED PROCTOR M [MUM DRY DENSITY. IT 13 TH WNER'S OR CONTRACTOR'S RESPONSIBIL TO CONFIRM THESE ASSUM IONS. A 04 AT BASE OF COLUMN 2. 1F CONTRACT R OR BUILDING OFFICIAL DET MINES THAT THE SOIL 18 NOT ( O •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED SUITABLE FO 2,000 PSF BEARING CAPACITY NTACT EOR. ADDITIONAL w/ F- FROM 2ND LEVEL I-- COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. FOUNDATION RK MAY BE REQUIRED. 1�1 3. SLIDING GLA DOOR FRAMER MUST BE RE ED INTO THE SLAB IN •"ATC"REQUIRES V ATC WITHIN 3"OF SUPPORTED ACCORDANT WITH THE FLORIDA BUILDING DE. CONSULT ARCHITECTURAL »irr�r Q W U. MEMBER. . PLANS FOR LOCATION OF SLIDING GLASS DO IRS. Q" Q 4. MASONRY STEMWALL AND MONOLITHIC FOO NO$ARE INTERCHANGEABLE, to HEADER FRAMING KEYNOTE CALLOUT �' - I SEE DETAIL 8 EETS FOR ALTERNATE STEM LL SECTIONS. %% 1,�;.•` ..•. OF KING STUDS EACH SIDE OF OPENING , LIMB ER �- `. O RUC RAL,•2.� 2 0-1/2 NC� ERING i NUMBER OF JACK STUDS EACH SIDE OF OPENING h ` �; ' � C7 ; w O Q�z= SIZE OF HEADER(ALL HEADER TO BE NO.2 SYP 4 UNLESS DESIGNATED AS LSL,LVL,PSL,OR WSP) Z * _ W NUMBER OF PLIES IN HEADER „ �. W � o.•_, FOUNDATION LAN 1 /4 1 ' O" W •� ........... ° F.. i . X s�I� • .GJ�s`� W �.I E. P.E.ATC/QT ENGINEERING v20:12 'GaBS1 ■ cM N Ncz co Ln N u- V m 0 k cf) THESE DRAWINGS SPECIFY ONLY THE J cu Y L J- ,� STRUCTURAL S S TEM. A S SUCH ALL Q WATERPROOFING AND FLASHING IS J }; OUTSIDE THE SCOPE OF THESE DRAWINGS z ...� CD cnCNI o a 0 5 cn � U PROVIDE 2x BLOCKING FOR FASTEN LEDGER TO EACH WALL SHEATHING NAIL OFF STUD WITH(4)SIMPSON ROOF SHEATHING PER Y°"x4"SCREWS SPEC,TABLE 2,SHEET ST-1 O • (6)2x4 STUDS BELOW BEAM } ' FASTEN BEAM TO STUDS WITH(Z) d w p Z F 0 W � HTS20 � Q � m ° aW � ci I • ANCHOR STUDS TO SLAB w/HTTS I I © h p = Y F p 116 ST-2 ST-2 • DBL 2x8 JOISTS 024"O.C. m 0 a - } zvmoyDdiw II J DJ • FASTEN JOISTS WITH(2) Q i- w m Z 0 ® Q a W 4 ROWS 8d 12 O.C. - v E W Ulm - 16-4 II STAGGERED O o a W D WF W Wj p Z pDmd . Z� FWyWZFD II Jm W !- V to � 0 z � W } O Z 0 m W II W QayQt� mFUWm � W � tr W W 0 = tW z m Z Q = 0- JR � F- L. � ZW -3 04 a � � a 1 a l- 0 --- 4 Z W " A S A (/9 2 li -- W � 0 STUD POCKET BEAM INTO PARALLAM PSL p w 2t Q W " 00 w V I ♦ WALL WITH(8)STUDS. 2.0E-(4)1JS x18" m t7 Q D W Z W W Z m 0 Qj W Q _ _ 0 I- D - z Z I 0 • O BEAM DOWN PER PLAN � Q' Z0 Ht- zQl wm- WLJ EXISTING WALL REQUIRES CONFIRMATION BY BUILDER • FASTEN PLIES w/(2)ROWS W W W z W Q W - Q I o L z 1. CONFIRM PRESENCE OF HOLD DOWNS. 2. CONFIRM PRESENCE OF OSB SHEATHING. W G ERS-BOLTB w/NUTS& W W W Q m a. a f- p N z m W W STAGGERED U mpmzybulWaDCl = z = - "�'°`� WASHER8(¢I24"O.C• Z zI } ZQpllat10l9QW� 13QmZ - U:QaZ3 - �" Q CONTACT EOR FOR FIELD VISIT AND CONFIRMATION _ W Wei } 13w131. 19W ONCE CONNECTIONS HAVE BEEN UNCOVERED. FRAMING I • DBL 2x8 NO.2 SYP RAFTERS _ Q ►Q- x Z F Y a z a a ! INSPECTION SHALL NOT PASS WITHOUT EOR LETTER 124"O.C. CONFIRMING THE AFOREMENTIONED. I • FASTEN EACH RAFTER TO z q Q t] ° Z W z a Q 2x4 NO.2 SPF STUDS®16"O.C.FOR n IW- z X m a m a Oi P - u u SUPPORT WITH SIMPSON \ FLEXIBLE FINISH ONLY(NO STUCCO) Q J H8 EACH END LL SHEET No.: RAFTERS TO O_ ST-2 BEAR ON LEDGER z WALL SHEATHING PER SPEC, STRUCTURAL TABLE 2,SHEET S 1 O T D- PLAN N ATC PER SPECIFICATIONS,ST-1, JOB NO.: SHOWN IN FIXED LOCATIONS ONLY. x O TOTAL NUMBER SHOWN EQUALS TOTAL EXISTING OSB I • 2x8 LEDGER FRAMED BELOW RAFTERS LjJ Q AT1 4'605 NUMBER REQ'D. WALLS TO REMAIN • FASTEN LEDGER TO EXISTING 0 SUBDIVISION: UNALTERED I FRAMNIG w/(5)8d COMMON NAILS IN an Ra Chapel SUPPORTING MEMBERS AT MAX 16" y p j PARALLAM PSL LL Additon 2.0E-(4)1.75"x18" I I Q FASTEN PLIES OF BEAM w/ I - LOT No.: (2)ROWS%"TH RU BOLTS w/ Z NUTS&WASHERS 24"O.Q. / STAGGERED } FLOOR PLAN: I I O Chapel Addition i ALL WALLS FRAMED --1 20 0 16"O.C.,TYPI I z DESIGNED: = SJS/MGK I U • BEAM POCKET SUPPORT PARALLAM PSL W BEAM INTO WALL,BEAM TO 2.0E-(2)1 %wx9 X" BEAR DIRECTLY ON DOOR (2)JACK STUDS HEADER STUDS I fXX- REVIEWED: (4)KING W DBM • BEAM TO DOOR HEADER w/ DOOR HEADER FRAMED I a I Q REVISIONS DATE i (2)HTS20 DIRECTLY BELOW 18"PSL — — — — — — — — — — — 3'z"x6"EMBED BOTTOM P TE ANCHORS WITH 2"SQ WASHER®4 O.C. INSTALL -� / \ I I ATTACH STUDS TO BOTTOM ANCHOR NO LESS THAN'2"FROM END OF �. PLATE w/SIMPSON TSP(�16"O.C. PLATE. NO LESS THAN 2 NCHORS IN ANY m SEGMENT OF PLATE. lL � \ � W • FASTEN HEADER TO JACK STUDS AT EACH END WITH N MIN 1%"ANCHOR °' a °' ° ` °.e W MSTA24,(2)MSTA24 TOTAL EDGE DISTANCE ° e. ° a ° ° °' EACH END Z • FASTEN EACH KING GROUP TO SLAB WITH HTT5 a ° 4 c ° eA"E ePEXV TYPICAL ALL SECTION ��-2EGENERAL NOTES APPLICABLE TO ALL: V pE/V i � Ir "'� 1. 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x O 2 SYP FASTENED W/(2) RO 10d COMMON 0, 12" O.C. STAGGERED (UNO). MINIMUM 48" LAP p s W/ MINIMUM (16)10d COMMON IN LAP. ADJUST PICAL NAIL SPACING AS NEED D. Z 2. ALL BOTTOM PLATES ARE TO BE 2xNO 2 SYP r� • � ATF O�� _ O��4 N _ NLTHING REQUIREMENTS ON SHEET ST-1. .PF •.,��<,STRUCTURAL FRAMING PLAN 1 /4 = 1 O� ROOF FRAMING PLAN 0 -.oR 1 �4. FOUNDATION INFORMATION ON THIS PAGE S FOR GRAPHICAL DEPICTION OREFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. °d °r1a► ATC/QT ENGINEERING P• �'' _ a I THIS DRAWING IS THE �/"�'^ `�/ �/— �/ V �/ �/ �/ �/ `�✓ INSTRUMENT OF SERVICE AND f 4: 33: 18 PM I F i SHEET, PROPERTY OF ROBERT GRAY. T ITLE ALL RIGHTS OF DESIGN AND R Sunda February 17, 2013 � Y Y < 12-05 Rev - Rayan Chapel 2013-02-05.dwg L �VRESIERVED.E USE OF LY 1 REVISION 1: (ITEMIZED SUMMARY LIST REPRODUCTION WITHOUT THE Robert ITEMIZED SUMMARY LIST EXPRESSED WRITTEN \ C O N T A C T INFORMATION: PERMISSION IS PROHIBITED. > AIN THEY ARE INTENDED FOR USE ERESIDENTIAL ADJACENCY BY A LICENSED CONTRACTOR.1. ADDED IMPERVIOUS SURFACE CALCUL ON PAGE G1 DO NOT PERMIT CONSTRUCTION TO AN � OWNER: OWNER/BUILDER OR OTHER 2. ON-SITE STORAGE FOR WATER RUN—OFF UNLICENSED BUILDER. ; PROVIDED ON PAGE G1 CEMETERY PROFESSIONALS, L. L . C. 00 3. POST CONSTRUCTION TOPOGRAPHIC SUR EY (904) 249- 1166 " 1 DOCUMENTING PROPER CONSTRUCTION OF EV DESCRIPTION 10 ' SIDE YARD- 1 ETBACK — _ - - - _ — _ _ __ ___ _ _ _ _ _ _ _ _ _ _ __ __ _ __ _ ______ _ _ _ _ _ _ _ _ ___ __ _ ___ > ON-SITE STORAGE. TO BE PROVIDED AS 2013-02-18 { - ---- --- -- - - - - - - ---- - j REQUIRED AND REFERENCED ON PAGE G1. �I BUILDER. z I } 4. ROLL-OFF CONTAINER MUST BE FROM < TO BE DETERMINED I } APPROVED LIST FOR CITY OF ATLANTIC BE CH 4 I I AND REFERENCED ON PAGE G1 . 20 YARD DUMPSTER LOCATION: 1 } �� ARCHITECT: CONTAINER COMPANY MUST BE ON APPROVED 1 ACCESIBILTY ROBERT W. GRAY, III LIST AND CONTAINER CANNOT BE PLACED IN ( 1. ADDED EXIT DOOR TACTILE SIGNAGE PE FAC - _ 1 � �� j CITY RIGHT-OF-WAY I � 69A-60.0081 . NOTED ON PAGE Al & A2 (904) 222- 1176 R 0 H E R T 2. LIGHT-FRAME ROOF ONLY SYMBOL TO G R A Y I k COMPLY WITH FAC 69A-60.0081 NOTED 0 A R C H I T E C T ► � PAGE A3. � STRUCTURAL ENGINEER: 3. FURNITURE PLAN PROVIDED ON PAGE A4 <I APEX ENGINEERING904 1 5200 ENGINEERING (904) 82 7 850891 US M 17 NEW CHAPEL 1 4. EMERGENCY LIGHTING ADDED ON PAGE 4 YULEE , 5. DISCONNECT TO ELECTRIC SERVICE PER NFPA �I FLORIDA - 32097 1, 11 .1.9.1 THROUGH 11.1 .9.3.2 SHOWN ON DACE TEL. 904.222.1176 (J 1 > A4 APPLICABLE CODES: FAX 866.606.3730 �� U 11 6. ADDED COMMENT TO DOOR SCHEDULE 2010 FLORIDA BUILDING CODE rwgray3egmail.00m /7 PARKIN I , PAGE Al THAT EXIT DOORS SHALL HAVE NIC 2008 NATIONAL ELECTRICAL CODE m ,� Q � ; HARDWARE TO COMPLY WITH NFPA 101, 2010 FLORIDA FIRE PREVENTION CODE I-- m 7.2.1.5.4.1 { 2010 FLORIDA ACCESSIBILITY ODE 110 (I) PROJECT SCOPE: CONSTRUCT AN ADDITION 0 I TO A ONE— STORY EXISTING BUILDING. f j MULCH I 18 -- 11 " ilQ I BUILDING CODE SUMMARY W OCCUPANCY TYPE — CHAPTER 3 �� i W ASSEMBLY — GROUP A- 3 PVC DRAIN �� 1 Wz i GROSS BUILDING AREA — CHAPTER 5 i BLDG. HGT. . 12'- 4" (40 0 MAX. ALLOWED) W NO. OF STORIES: 11 ALLOWED) EXISTING I — ( ` DRIVEWA Q SQ. FT. PER FLOOR: 2, 418 (6,000 ALLOWED) U I ZNEWEXISTING = 1 , 791 S.F. CONCRETE N I I NEW -- \ 627 S. F. 0 i CONSTRUCTION TYPE — CHAPTER 6 FOUNTAIN I I TYPE V co (UNPROTECTED, UNSPRINKLERED) 0 LImULCH FLORIDA ACCESSIBILITY — CHAPTER 11 W I-- PAC I -- T ANTS E S 1 00� ADA �OMPLIANT E t I RESTROOM Q " I ACCES BLE E STR OOM � r 1 - EXST DRINKING FOUNTAIN TO REMAIN ; Z STING PAIRKING • MAR 0 L:U13 1= I CONSTRUCTION SITE MANAGEMENT: EXISTING RESTROOM TO BE USED IN LIEU OF EXISTING GRAVEL 1 I FIRE RESISTA ` CE CHAPTER s7 Z CHEMICAL TOILET. EXST HEARSE i UNPROTECTE NONSPRINKLERD By 0 EROSION & SEDIMENT CL: PARKING ONTRO 25� ALLOWABE AREA: U I ING SINCE THE FRAMING OF THSUBMISSION OFS ® I occuRREO PRIOR To E I I E BUILD DEGREE OF 0 ENING PROTECTION IS WITHIN CONSTRUCTION DOCUMENTS, THE SILT FENCE I THE ALLOWABE RANGE. ONLY` OPENING IS 18' [ E` I WILL NOT BE REQUIRED. SINCE NO INLETS ARE I � IIN THE PROXIMITY OF THE CONSTRUCTION I FROM REAR TBACK AND 7%' AREA. ZONE, NO INLET PROTECTION WILL BE i — REQUIRED, I MEANS OF E ESS CHAPTER 10 rn LOT COVERAGE CALCULATION: OVERALL SITE IS 28.7 ACRES. LOT COVERAGE OCCUPANT L AD IS 113 1 4 36" EXIT DOORS PROVIDE = 144" I0004 IS ESTIMATED TO BE APPROXIMATELY 5X, i C ) Q MAX. ALLOW LE TRAVEL DISTANCE TO AN W 40:� t EXIT IS 200'. THE ACTUAL DISTANCE IS 251 .: 5 SIDE YARD SETBACK _ � I ExISTINc ENTRANCE STRUCTURAL DESIGN CHAPTER 16 REFER TO S UCTURAL DRAWINGS , — OCCUPANT LOAD 1 3 M INDEX OF SH TS: t ZLzME736 SQ. FT. T1 — TITLE S EE & SITE PLAN GOP MORIAL_ DRIVE — BUSINESS G1 — GRADIN PLANS vzo M , ._.._ moo �''� Al — PLANS �`CE AILS PAG ADDED 90 A2 PLANS DETAILS w Robert P�, BUSINESS AREA A3 — ELEVAT NS Bc SECTION Ami SITE PLAN WCONSTRUCTION 857 S FT. 100 = 8. 57 0.L. AG o ALSIGNA IS Q / 1 ,561 SQ. FT. = ASSEMBLY A4 — ELECTR CAL PLAN v 1 M GM T. 8c EROSION CONTROL 04 w� PLAN _ NORrH ASSEMBLY w C 12 05 T1 STRUCTURAL RAWINGS TO BE; PROVIDED A 1 /8 = 1 — 0 UNCONCENTRATED (TABLE . & CHAIRS) 15 NET SHEET a U N 1561 SQ. FT. / 15 = 104 O.L. 121 SQ. FT. ATTACHMENTS TO BE PROVIDED: T1 BUSINESS ENERGY CALCULATIONS PANT LOAD = 113 TOTAL OCCUPANT OCCUPANT LOAD DIAGRAM ' OF SHEETS I I 4 THIS DRAWING IS THEOF SERVICE AND ! 4: 33; 18 PM _ _ — / \ '—'�v v — INSTRUMENTPROPERTYOF ROBERT GRAY. Sunday February 17, 2013 v \1 ALL RIGHTS OF DESIGN AND 12—OS Rev 1 — Rayan Chapel 2013-02-05.dwg POST CONSTRUCTION TOPOGRAPHIC SURVEY INVENTION ARE EXPRESSLY RESERVED. USE OF Robert �� I DOCUMENTING PROPER CONSTRUCTION OF ` 1 REP EXPRESSED WITHOUT THE WRITE 35 - o > ON—SITE STORAGE SHOWING 918 CUBIC FT. AS T POSITION ELEVATION SHOWN IS REQUIRED TO BE PROVIDED TO CITY OF ATL. �� PERMISSION I Is PROHIBITED. THEY ARE INTENDED FOR USE a CONTRACTOR 0 BY A LICENSED CONTRACTOR. TO AVOID EXST TREES > BCH.. DO NOT PERMIT TO INVERT 64 - o � ,,,..,,_„_„ ,��^--^��^-^� _.^__� CONSTRUCTION To AN OWUNLICENISEDROR BUII.DER.ER O EV DESCRIPTION -- - -- - -- - - - - - - -- - --- - - - - - - - -------- ---\\ I STORM WIATER 1 2013-02-18 00 — ' - - -- - O \ U JF FCALC .. 3 �. ELEV - - - - - -- 1 . 0 ELEV - -� - -�- - - - - - - -- - - - - - - 4 `\ l' i PRE-CONSTRUCTION 524 SF R(9.0/12 = V(220,081 CF) R .._ a r R T t POST-CONSTRUCTION G R A Y 4" PERF. PVC PIPE ' ` I C 0.22 A 1 ,298,524 SF R(9.3)/12 = V 220,999 CF <\ 20 YARD DUMPSTER LOCATION: i ( ) ( ) ( A R C H I T >E C T R W/ FILTER SOCK 1 O 0' CONTAINER COMPANY MUST BE ON APPROVED I POST—CONSTRUCTION DELTA V = 918 CF \ �� LIST AND CONTAINER CANNOT BE PLACED IN I 850891 US HNY 17 f ELEV RIGHT—OF—WAY 42LF OF 4" PIPE = 5 CF DRAINING TO FLoslnaE3zo87 ` ' I 913 CF RETENTION AREA 12" SQ CATCH BASIN �\ i' I TEL. 904.222.1176 FAX 866.606.3730 N S 0 R E �U A L I \ �\�' I I D Q NEW CHAPEL I rwgray3®gmsn.00m ; DOWN SPOUT WITH I �� 4 CONNECTOR AT GRADE W I I ' I 913 CF REQUIRED LLJi CN PVC DRAIN i I 4'- o„ 4'_ 0 , 4'- 0, I ' I 12 _ o' i NEW i CONCRETE co t ICROSS S' ECT ON cqcq I NTS w ,� MULCH I R I �+ I I O I a CONSTRUCTION SITE MANAGEMENT: p EXISTING RESTROOM TO BE USED IN LIEU OF CHEMICAL TOILET, 12 CATCH BASIN NDS 1 00 SERIES E-+ EROSION & SEDIMENT CONTROL: I W SINCE THE FRAMING OF THE BUILDING HAS { PRIOR TO THE SUBMISSION OF I I w OCCURRED �4 CONSTRUCTION DOCUMENTS, THE SILT FENCEWILL NOT BE REQUIRED. SINCE NO INLETS ARE IN THE PROXIMITY OF THE CONSTRUCTION ZONE, NO INLET PROTECTION WILL BE I 0. 4 COVER W REQUIRED. LOT COVERAGE CALCULATION: I 0 7 w I OVERALL SITE IS 28.7 ACRES. LOT COVERAGE i IS ESTIMATED TO BE APPROXIMATELY 5%. I o w ' TB C K i ADAPTEF FOR 4" PIPE NDS MODEL# 1245 5 SIDE YARD N, low wil - MEMORIAL DRIVE — — NTSAR�Isa ORIGINAL SIGNATURE IS ICED' I 12 - 05 I , PLAN 1 2 - 0 5 SITE PLAN WZ GRADING M GV T. & EROSION CONTROL �f SHEET 1 �\ PAGE ADDED i I i III I OF SHEETS i II 1 r+ r THIS DRAWING IS THE DOOR DETAILS INSTRUMENT OF SERVICE AND PROPERTY OF ROBERT GRAY. SCHEDULE OF DOORS & FRAMES _ _ _ _ _ INVENTIORIGHTN OF DESIGN AND INVENTION ARS EXPRESSLY __ RESERVED. USE OF REPRODUCTION WITHOUT THE i ,} ______. .__-__.-.- FRAME _-_-_v___----....__�-_-___-_-__..__:�____..-_�.____-__._._-_-______-. EXPRESSED WRITTEN t 10 " DOOR I ( PERMISSION IS PROHIBITED. 4 PARTITION WALLS THEY ARE INTENDED FOR USE DOOR DOOR SIZE DETAILS HARD- N ! TOILET ROOM DOOR NO. WARE BY A LICENSED CONTRACTOR. I 1/2" WIDTH HEIGHT THK. MAT. FINISH TYPE HEAD JAMB SILL MAT FIN. SET N0. NOTE REMARKS SDO NOT PERMIT € CONSTRUCTION TO AN (8--o") 5'-B" 1 8/4" WD PAINT W i G F E MTL PAINTED 1 - EGRESS DOOR W/ PANIC HARDWARE 77 OWNER/BUILDER OR OTHER j 1 15/16"19/1+6" SOOR° LOCKS SHALL COMPLY 9SERIES) UNLICENSED BUILDER. CDMPLY W�I'TH�THE REQUIREMENTS TO N.F,P,A.101, 7.215.4.1 1 1 I A EXTERIOR DOOR EV DESCRIPTION APICAL J C TYPICAL HEA D TYPICA E E 3'-0" 8'-8" 1 9/4" WD PAINT 2 B B E IM PAINTED Q A TYPICAL METAL HEAD STUD WALL. At -6ET7 A 1 SILL 2013-02-18 AMEN- (JAMB SIMILAR) L�� 2 3 3'-0" 50-4" 1 8/4" WD PAINT 2 B B E Mn PAINTED B - - 3 HARDWARE GROUPS 4 1 DOOR TYPES NOTE: 1. LEVER 'STYLE OPENING DEVICE T9WILD H ILD WEATHER STRIPPING DEAD BOLT 2. MUST MEET THE 2007 FLORIDA BUIL.DINO CODE FOR CONSTRUCTION (120 MPH HAND GUSTS) WITH THUMB TURN- ADAMS MR MS-185OA-505, J. ALL ADA ACCESSIBLE DOORS SHALL HAVE A PULL OF: WITH SCHLAGE CYLINDER PUSH/PULL HANDLE NOTES, A. EXTERIOR HINGED DOORS NOT GREATER THAN 6,5 LBF CLOSER-YALE (50 SERIES) 1. ALL LOCKS TO BE MASTER KEYED ALL LOCKS g, NTERIOR HINGED DOORS NOT GREATER THAN 5 LSF TO HAVE INTERCHANGEABLE CORE DOOR I �� 1 HARDWARE INCLUDING EMERGENCY EXIT ALARM C PERIMETER OR OOLOINO DOORS NOT THRESHOLD THAN 5 LBF R 0 H E R T UNDER DOOR HARDWARE ALLOWANCE. 4, ALL PERIMETER DOORS SMALL HAVE A THRESHOLD NGT GREATER THAN 1/2" 1 1/2 PAIR HINGES, NRP, BB US 26, PAINTED LEVER 5. MUST BE APPROVED UNDER THE FLORIDA PRODUCT APPROVAL SYSTEM. G R A Y I PRIVACY SET, SCHALGE, AL 10 S SATURN US 26 D. 2. ALL DOOR HARDWARE MEETS ADA 6. MUST BE INSTALLED ACCORDING TO MFG'R INSTRUCTIONS FOR 120 MPH WIND GUSTS. WITH SCHLAGE CYLINDER CLOSER-YALE (50 SERIES) REQUIREMENTS W/LEVER TYPE HANDLES .. , SILENCERS A R C H I T E C T s NEW CONDENSOR 850801 US m 17 A3 EXST CONDENSOR YULEE TYPE 2 TYPE I FLORIDA - 32097 s j I TEL. 904.222.1176 ' GENERAL NOTES ----- FAX 866.606.3730T [XI 1 rwgray3®tmail.com 1. GENERAL NOTES APPLY TO ALL DRAWINGS AND SPECIFICATIONS. NEW EXS 2. WE CERTIFY TO THE BEST OF OUR KNOWLEDGE AND BELIEF THAT THE DESIGN OF THIS DUCT CHASE I AIR HANDLER MATERIALS LIST PROJECT COMPLIES WITH THE APPLICABLE PROVISIONS AND REQUIREMENTS OF THE FLORIDA GWg ( �N STUCCO 1 ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, FLORIDA BUILDING CODE 2004R EDITION OF THE ADA GUIDELINES. I13 MATERIAL ASTM 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF 1. METAL STUDS ASTM-C-754 C 1007 DIMENSIONAL ERROR, VARIANCES, AND/OR CONFLICTS EXIST, OR CONDITIONS ARE I I O 1. STEEL CHANNELS ASTM-C-645 ENCOUNTERED THAT ARE NOT COVERED IN THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING BEFORE COMMENCING THAT PORTION OF THE WORK, 2. WELDED WIRE FABRIC ASTM-C-185 3. Z- FURRING MEMBERS ASTM-A-525 A 568 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND 4. CEILING GRID ASTM-C-635 ATTENTION, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION EXST WATER FOUNTPIN AND/OR INSTALLATION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. HE 16'+4" 6'-8" f GYPSUM WALLBOARD OR SHE SHALL ALSO BE RESPONSIBLE FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, M I I I 1, USG FIRE CODE CORE ASTM-E-136-93 ' I 2. GYPSUM BOARD CSAMA82 327M-1396, 5. ALL W RE 0 THE E EXECUTED IN A NEAT WORKMANLIKE MANNER, WHICH IS 1 3. CORNER BEADS, NER. N EX��°°YM" I TRIM & CONTROL JOINTS ASTM-C-1047 6. ALL WORK WHETHER DESCRIBED OR NOT SHALL THAN BE PROVIDED USING THE BEST NEW - CHAPEL. o� aC ! 4. JOINT COMPOUND & JOINT TAPE ASTM C-475-94 MATERIALS AND WORKMANSHIP AT NO ADDITIONAL COST TO THE OWNER, 1 5, GYPSUM BOARD NAILS ASTM C-514 7, THE WARRANTIES AND GUARANTEES PROVIDED IN THE CONSTRUCTION DOCUMENTS NEW CHAPEL TO BECOMPLETED 1 - 6, SOUND ATTENUATION BLANKEST ASTM C-66`g SHALL BE IN ADDITION TO ANY WARRANTY, SHALL GUARANTY OR REMEDY REQUIRED BY (ADDITION IS CURRENTLY FRAMED) TACTILE 61ON LAW OR BY THE CONSTRUCTION DOCUMENTS, INSULATION 8. UNLESS SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL I I I 0 I } 1. BATT INSULATION ASTM C-665 LABOR, MATERIALS, EQUIPMENT, CONSTRUCTION MACHINERY, TRANSPORTATION, AND OTHER o FLOOR FINISH FACILITIES OR SERVICES NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK. I I I I2 I ( I LOO S 1. CERAMIC TILE ANSI A 137.1 g, ACCESSIBILITY SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 11 OF THE 2004R 2. LATEX-PORTLAND CEMENT MORTAR ANSI A 118.4 FLORIDA BUILDING CODE. 3. LATEX PORTLAND CEMENT GROUT ANSI A 118.4 REFER A S ZE TURAL�I FOR BEAM SIZE 4. VINYL CONPOSITIONTILE ASTM F 1066 10. AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO ALL PORTIONS OF THE 5. SHEET VINYL FLOOR COVERING ASTM F 1303 BUILDING AND BETWEEN THE BUILDING AND THE PUBLIC. (SEE CHAPTER 11 FL. B.C. 2004R) 6. CARPET ASTM D 2859 E 648 11. THE CONTRACTOR AND HIS SUBCONTRACTORS ACKNOWLEDGE THEY HAVE REVIEWED THE ACOUSTICAL TILE CEILING C PLANS, SPECIFICATIONS AND VISITED THE SITE PRIOR TO BIDDING AND STARTING ANY 1, ACOUSTICAL CEILING TILE 2x4 ASTM-E-1264 WORK. I I TACTILE EXIT SIGN FINISHES 12. THE TRACTOR AGREES TO SUPERVISE AND PERFORM THE WORK IN ACCORDANCE u 1, FRP BRD-P ASTM-E-84 WITH GOOD CONSTRUCTION PRACTICES AND STANDARDS AND SHALL NOT PROCEED OR I 2 BEHR NO 902 1 PART EPDXY PAINT ASTM-E-84 PERFORM WORK IN A MANNER CONTRARY TO THE CONTRACT DOCUMENTS OR THE OWNER'S O fj 3. BENJAMIN MOORE PAINT ASTM-E-84 DIRECTIVES. 3` FASTENERS 13. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY STAFF THE JOB WITH SKILLED �I R RK. 17'-2" 5'-10" TO COMPLETE THEI WO EQUIPMENT A R R AND THE PROPER WORKMEN. LBO S E 1. DRIVEN FASTENERS: �ASTM F 1667-95 STAPLES S N L 1 NAILS SPIKES AND S 2. STEEL DRILL SCREWS FOR 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL THE APPLICATION W GYP. BOARD ASTM-C 954-93 PERMITS, INSPECTION FEES, IMPACT FEES (DOWN STREAM POLLUTION FEES), AND TESTING r I-►"1 153 M REQUIRED FOR COMPLETION OF THE WORK. - �+ 3. SELF DRILLING / SELF TAPPING SCREWS ASTM-A 153/A / 23'-0" HVAC DUCT 15. THE CONTRACTOR WARRANTS THAT ALL MATERIALS SUPPLIED/OR EQUIPMENT, 1. INSULATED FLEX DUCT UL 181 SUPPLIED BE NEW UNLESS OTHERWISE SPECIFIED, AND ALL WORK SHALL BE STANDARD 2. FIBERGLAS HARD BOARD UL 181 NFPA 90A 90B QUALITY, FREE FROM FAULT AND DEFECTS, IN KEEPING WITH MANUFACTURERS �I 3. METAL DUCT ASTM-E-84 SPECIFICATIONS. `4 ELECTRICAL 16. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE TO KEEP THE JOB ~ 1. CIRCUIT BREAKERS UL E-11592 SITE FREE OF ACCUMULATED WASTE BY USING THE CONTRACTOR SUPPLIED DUMPSTER ON 2. OUTLETS UL 498 A DAILY BASIS. 0 3. SWITCHES UL 20PLAN NEW CONSTR CTION4. SWITCH BOXES UL 514A 17, THE CONTRACTOR AGREES THAT ALL WORK, MATERIALS AND/OR EQUIPMENT SHALL 1 FLOOR 5. ELECTRICAL CABLE BE CONSTRUCTED OR INSTALLED IN CONFORMITY WITH ALL MANUFACTURERS - HARD DRAWN ASTM B-1 SPECIFICATIONS AND RECOMMENDATIONS COMPLYING WITH ALL FEDERAL, STATE, CITY AND - MEDIUM HARD DRAWN ASTM B-2 COUNTY BUILDING CODES AND ORDINANCES. Al 1 /4 _ 1 ' _ �" EXISTING W Q SOFT OR ANNEALED / COPPER WIRE ASTM B-3 CONCENTRIC LAY ASTM B-8 18, THE CONTRACTOR OR SUPPLIER OF MATERIALS OF BUILDING COMPONENTS SHALL BE FIRE EXTINGUISHERS RESPONSIBLE TO FIELD VERIFY ALL MEASUREMENTS PRIOR TO STARTING ANY WORK OR ORDERING ANY MATERIALS EVEN IF THE ARCHITECT OR OWNER HAS APPROVED SHOP TOILETPROVIDE W000 BLOCKING IN QI 1. HAND HELD 5LB EXTINGUISHER UL 2A:10 B:C DRAWINGS. IF THERE IS ANY DISCREPANCY IN THE MEASUREMENTS, IT SHALL BE THE ALLOW WALLS TO E1�81�G RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, ALLOW INSTALLATIONS OF z GRAB BARS W a 0-4 1. WATER CLOSET ASME/ANSI A112.19.2M 19. THE CONTRACTOR AGREES THAT ALL TIME LIMITS IN THIS CONTRACT ARE OF THE W 2. LAVATORY ASME/ANSI A112.19.2M ESSENCE. WALL SHALL HAVE A SMOOTH, 3. FAUCETS ASME/ANSI A112.18.1M HARD, NONABSORBENT SURFACE r l � I� 20. THE CONTRACTOR AGREES TO PROMPTLY MAKE GOOD, WITHOUT COST TO THE OWNER �A�` TO A HEIGHT OF 4 -0 A.F.F., L) 4. TOILET ACCESSORIES SYMBOL LEGEND c -LAMINATED PLASTIC DOORS, ANY AND ALL DEFECTS DUE TO WORKMANSHIP AND/OR MATERIALS WHICH MAY APPEAR THE MATERIALS USED IN SUCH PARTITIONS, STILES AND PILASTERS ASTM E 84 WITHIN A PERIOD OF ONE (1) YEAR FORM THE DATE OF SUBSTANTIAL COMPLETION AND WALLS SHALL BE OF A TYPE -MIRROR GLASS ASTM C 1036 ACCEPTANCE OF THE PROJECT BY THE OWNER, OR FOR SUCH PERIOD OF TIME AS THE . �-�.. THAT IS NOT DVERSELY FACE OF � CONTRACT DOCUMENTS MAY ESTABLISH PROVIDED THAT IT IS NOT LESS THAN ONE (1) - AFFECTED BY MOISTURE. G.W.BD. LO -GALVANIZED STEEL YEAR. MOUNTING DEVICES ASTM A 153 REVISION CLOUD ' . 1 '� DOOR TAG(SEE SCHEDULES � � -LAMINATED PLASTIC COUNTERTOPS ANSI A161.2 21. THE CONTRACTOR AGREES THAT AS AN ADDITIONAL CONDITION PRECEDENT TO HIS i INDICATES DOOR TYPE MIRROR - VERIFY 5. PVC PIPING ASTM D 1785 RECEIPT OF FINAL PAYMENT, HE SHALL DELIVER TO THE OWNER ANY AND ALL WRITTEN r, INDICATES REVISED REA - SIZE w/owNER 6. PVC PIPE FITTINGS ASTM D 2466 GUARANTEES AS REQUIRED BY THE CONTRACT DOCUMENTS. ' { 1 1/2"b GRAB BAR 7. HI/LOW WATER COOLER ANSI/NSF 61 �. I ` , t t (42' LONG 12" MAX FROM \ '� I .... DOOR HARDWARE 22, THE CONTRACTOR AGREES TO COMPLY WITH ALL OSHA REGULATION THAT APPLY TO - _ WINDOW TAG SEE SCHEDULE HINGES ANSI/BHMA Al6.1 THE SAFETY OF THEIR MEN AND THE OPERATION OF THEIR EQUIPMENT AND TOOLS. THE ROOM OR SPACE D IGNATION 1 WINDOW TYPE WALL CORNER) 1. BUTTS AND GE CONTRACTOR AGREES ALL EMPLOYEES SHALL BE REQUIRED TO DRESS PROPERLY ALONG $ i �^ ' 1 1/2"0 GRAB BAR ANSI BHMA Al6.2 WITH WEARING PROPER WORK BOOTS, HARD HATS AND ALL OTHER SAFETY EQUIPMENT � sr 1 ` 36"LONG 6" MAX FROM 2. LOCKS AND LATCHES / �..._-._- . .___ ( � 3. EXIT DEVICES ANSI/BHMA A156.3 REQUIRED BY OSHA. INTERIOR ELEVATION TAG ) 4. DOOR CONTROL CLOSERS ANSI/BHMA A156.4 WALL CORNER i THE CONTRACTOR SHALL NOT VIOLATE ANY PROVISION OF THE OCCUPATIONAL /�DETAIL 5. AUXILIARY LOCKS & LATCHES ANSI/BHMA A156.5 23. REVISION REFEREN # PAPER TOWEL 6, SLIDING & FLODING DOOR HARDWARE ANSI/BHMA A156.14 SAFETY AND HEALTH ACT OF 1970 (OSHA) INCLUDING ALL REGULATIONS ADOPTED BY ITS /�� \ SHEET# ON WHICH IS DRAWN DISPENSER ENFORCEMENT BY THE UNITED STATES DEPARTMENT OF LABOR PERTAINING TO THE INDICATES REVISIO NUMBER A1.2*:4 DIRECTION OF SIGHT 5 o MAX. CONSTRUCTION INDUSTRY. SOAP DISPENSER 1 1/2" WARoo 'is3A�'`�,tilt� .,. 24. HUMIDITY & MOISTURE CONTROL: THE GENERAL CONTRACTOR SHALL BE CLEAR INALSIGNATUTl1Itk% D RESPONSIBLE TO INSURE THAT ALL STRUCTURAL WOOD AND FURRING MEMBERS HAVE A 1 WOOD MOISTURE EQUIVALENT (W.M.E.) OF NO MORE THAN 167. PRIOR TO WALL SHEATHING SECTION REFS EN WALL MOUNTED X OR INSTALLATION OF ANY INTERIOR FINISHES. THE RELATIVE HUMIDITY IN THE STRUCTURE - SECTION DESIGNAT N _ SINK (INSULATE SHALL BE BROUGHT TO AND MAINTANINED AT 60% OR LOWER DURING THE INTERIOR BUILD .d SHEET ON WHIG IS DRAWN 1 I KEY NOTE TAG 421 IN. 18 rE PIPING AS REQ D) OUT PHASE OF CONSTRUCTION TO ELIMINATE THE PROMOTION OF MOLD. IF MOLD .� INDICATES NOTE REFERENCED INP N co X X 12 - 05 4: 33: 18 PM GROWTH IS VISIBLE AT ANY TIME DURING CONSTRUCTION, IT SHOULD BE DOCUMENTED Nvs DIRECTION OF SIG HANDICAP WATER � g < I i� Sunday February 17, 2013 IMMEDIATELY AND REMOVED ACCORDING TO I.I.C.R.L. (INSTITUTE OF INSPECTION, CLEANING _ & RESTORATION CERTIFICATION) GUIDELINES OR AN APPROVED EQUAL. MANUAL S 250 00 1% CLOSET o a� 12-05 Rev 1 - Rayon Chapel 2013-02-05.dwg APPLIES FOR MOLD REMEDIATION. TOILET PAPER N M rn I- DETAIL MARK -- HOLDER Robert 25, CERAMIC TILE: COEFFICIENT OF FRICTION FOR INTERIOR FLOORS-DRY .s MINIMUM. . _..`, SECTION DESIGNAT N HANDICAPPED 5' TURN-AROUND EXTERIOR USES AND INTERIOR USES - WET .8 MINUMUM. FINISH FLOOR PAGE DETAIL APP RS �� EETS THIS DRAWING IS THE 4: 33: 18 PM INSTRUMENT OF ROBERT GRAY. Sunday February 17, 2013 12--05 Rev 1 — Ray an Chap ei 2013-02-05.dwg ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY ED. USE OF Robert EXPRERESERSSED RITTEN REPRODUCTION WITHOUT THE PERMISSION IS PROHIBITED. / HANDICAP DED FOR USE BAY A LICENSED NCONTRACfOR. V V \/ \/ `� �/'r �� /' ` LAVATORY Do NOT ON TIT CONSTRUCTION TO AN SOAP OWNER/BUILDER OR OTHER nispFNS T PICAL SANITARY NAPKIN UNLICENSED BUILDER. MIRROR DISPOSAL WATER CLOSET 1 "x17" MIN. SIZE EV DESCRIPTION \/> 1 2013-02-18 i i Z . X o X a 1 X 2 ..AM" > V t / �`� M I 3 i F.F.UT�E F.F. F.F. 4 ' REALM OF INFLUENCE MIN. 48" x 56" REALM OF INFLUENCE 30"x48" REALM OF INFLUENCE 30"x48" TO LAV. DRAI BRAILLE LOCATION R O B E R T E Ow&T shm% A FIXTURE HEIGHTS AND CLEARANCES G R A Y } A R C H I T E C T EXIT DOOR TACTILE SIGNAGE TO COMPLY WITH _ NOTES y 850891 US M17 j BRAILLE LOCATION N. F.P.A. 101 , 7. 10. 1 . 3 1 - - m . ,_ _v ._ 1. FRAMING CARPENTER SHALL PROV DE BLOCKING IN WALL FOR FIXTURES & ACCESSORIES THAT HANG ON YULEE \ WALL WHERE INDICATED FLORIDA — 32097 Jy, r , TEL. 904.222.1176 W .h - a,. 2. ALL DIMENSIONS ARE CLEAR FRON FINISH WALL SURFACE FAX 866.606.3730 rWrgray3®gmail.com SII 0 I p EXISTING PARAPET 41 DEMOLITION EW CONSTRUCTION XST SNLOPE EXISTING EXISTING z NEW PADAPET W/ METAL COPING I � I I I w NEW CHAPEL TO BE COMPLETED I (ADDITION IS CURRENTLY FRAMED) I [ate i I i l^fes' n i I z I I I - ►-a ix . . a Lij CCS � I ► I � Nto o E w M1 w 0000 I w I I I NEW SINGLE PLY ROOFING I EXISTING SINGLE LILY ROOFING WITH Q c-D I . -' I WITH ± 3 4 12 SLOPE I 3 4 12 SLOPE II 13 I L) o METAL AWNING TO BE REMOVED CONTRACTOR TO DETERMINE IF CURRENT LOCATION OF TOILET ( ('�'� COMPLIES WITH ACCESSIBILITY a r— 11 REQUIREMENTS BEFORE SLAB I NEW CRICK REMOVAL I 3 NEW PARAPET W METAL COPING REMOVE SHINGLES i AND INSTALL ,,/MIN. 2 O.H. SINGLE PLY E. XST LOPE ;� G SIGNATURE IS RED 3 ROOF PLAN rHEET A212 - 05 1 4 = 1 ' - 0 2 FLOOR PLAN - EXISTING CONDITIONS- LAN A2 A2 1 /4„ - 1 0" S EETS ' 1 THIS DRAWING IS THE 4: 33: 18 PM INSTRUMENT OF SERVICE AND Sunda February172013 PROPERTY OF ROBERT GRAY. Y , ALL RIGHTS OF DESIGN AND 1hapel 2013-02-05.dwg 2-05 Rev 1 — Rayon C INVENTION ARE EXPRESSLY RESERVED. USE OF Robert REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION IS PROHIBITED. THEY ARE INTENDED FOR USE A BY A LICENSED CONTRACTOR. DO NOT PERMIT CONSTRUCTION TO AN OWNER/BUILDER OR OTHER UNLICENSED BUILDER. CSI Z s H-I EV DESCRIPTION � X 7 2013-02-18 wlz LL! 2 3 4 EXST TEMPORARY (2) 2X8'S 2X8 LEDGER 2X8'S 2'-0' O.C. R O B E R T G R A Y SIZES SHOWN ABOVE ARE REPRESENT THE EXISTING CONDITIONS THAT HAVE BEEN AR C H I T E C T REVIEWED FOR STRUCTURAL. DESIGN 4X4 COLUMN 850891 US H1IY 17 2X4'S 16" O.C. YULEE FLORIDA — 32097 TEL. 904.222.1176 FAX 866.606.3730 rwgray3®gms.U.com r GBUILDING SECTION OF EXISTING CONDITIONS 1/4 19-0" METAL COPING WITH SLOPE TO INSIDE z SINGLE PLY MEMBRANE ROOFING SECURED BEHIND FLASHING ~ (n W) Z 1/2" SHEATHING SINGLE PLY MEMBRANE ROOFING ZEXISTING STUCCd NE 1- 1 CANT BLOCK :1 2X8'S AT 24" O.G. 2X8'S AT 24" O.C. 2X8'S AT 24" O.C. TEMPORARY SHORING - (2) 2X8'S W 1/2" WITH FLINCH PLATE , REFER TO STRUCTURAL DRAWINGS FOR BEAM SIZE TO REPLACE TEMPORARY BEAM EXISTING Ti-11 y J AND FINAL CONNECTION DErAtLs ., 3 EAST ELEVATION AI➢ " A3 1/4.. = 1'-0" I 2X4'S AT 16" O.C. I ^� z � w IX x Z iw NEW 1- 1 XI INT -1 `EXISTING STUCCO Q � _ _ 2 WEST ELE TI N �+ zl 1z m L) < VIS SIV) x w w �, ,�I z IXw I 1/2" GYPSUM WALL BOARD { TI-11 slaNc R-11 INSULATION CONTRACTOR TO PROVIDE LIGHT—FRAME LExlsTl"G sTucco7 \ TRUSS—TYPE CONSTRUCTION IDENTIFICATION +� I SIGNAGE PER FAC 69A-60.0081 AS SHOWN wittia�p Greg, ABOVE. SIGN TO BE MOUNTED ON THE EXTERIOR AR�olsa a a ' ..' a BESIDE DOOR 1 AT 5,-0" A.F.F. AND IS 8" ORIGINAL SIGNAT ORE,IS RED j P. ° XI C 1— 1 f [ ACROSS EACH WAY PAINTED IN RED. a ' a ° (3) HORIZ. REBAR. TYP. I n - 1 NE -1 FEE 12 - 05 I a `— s WALL SECTION T NORTH ELEVAION A3 1/4,1 = l'—Op' ETS f i THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF ROBERT GRAY. 4: 33: 18 PM Sunday February 17, 2013 — — — — — ALL RIGHTS OF DESIGN AND 1 —05 Rev 1 — Rayon Chapel 2013-02-05.dwg INVENTION ARE EXPRESSLY RESERVED. USE OF REPRODUCTION WITHOUT THE 2 Y EXPRESSED WRITTEN RobertPERMISSION IS PROHIBITED. I THEY ARE INTENDED FOR USE BY A LICENSED CONTRACTOR. DO NOT PERMIT CONSTRUCTION TO AN OWNER/BUILDER OR OTHER I UNLICENSED BUILDER. EV DESCRIPTION 1 2013-02-18 2 ! 3 4 EXST CONOENSOR R O HE R T G R A Y I NEW CONDENSOR A R C H I T E C T F DEPT, DISCONNENT 850891 US M 17 s THE ELECTRICAL' VICE PER N.F.P.A. 1, 1 FLORIDA — 32097 9.1 i TEL. 904.222.1176 FAX 866.606.3730 2 o I rwSray36Smail.00m j I CASKET LOCATIo� M N 1 I 1 I 1 V. 1 11 1 N QI 1111 \ 2 -6 2'-0 2 -0' 2 -0' 2 -0 2 -0 2 -0 (� 1 I-I- I 1 TH E C � I IF ERGENCY LIGHNTI/ 8 9 10 11 12 13 14 1�GI EXISTS FOR I THE HALLWAY, LWAY, THIS f R MAY BE OMMITTED. j ( o i I 17 18 19 20 21 0000 } 15 16 0Io ` 1 FE I I I Iq— ' 22 23 24 25 26 27 28 I I 0-1 t 29 30 31 32 33 34 35 R o � I 36 3 7 38 39 0 Jlip i 5-10" 727n \ 23'-0" 1� _ p x {� � �� ELECTRI � A � PSA \2 FURNITURE PLA � A4 1 /4„ _ 1 _ �,� H A4 1 /4 _ � — 0 Q / ALL ELE TRICAL WIRING TO BE IN w a 1 ACCORD NCE WITH 08' NEC. PROVIDE ARC-FA LT CIRCUIT INTERRUPTORS IN W ^ ALL BE ODMS PER ARTICLE 210-12 T \ n \ f / ` ''� 1 EL TRICAL SCHEDULE EXHAUST FAN w/ LIGHT v Mei O NGLE-POLE SWITCH SURFACE MOUNTED LIGHT '�3 WAY SWITCH RECESSED LIGHT • t 409---- IND LEX OUTLET/CHILDPROOF WALL MOUNTED LIGHT FAULT OUTLET L yy FLOURESCENT FIXTURE `v GFi �` f THERPROOF OUTLET DJ JUNCTION BOX :::7� GFi IP Z S ITCHED OUTLET Fun CLG FAN PREWIRE FonLight ® SIE CIAL 220v. OUTLET CLG FAN w/LIGHT PREWIRE , y 29 2 v OUTLET OO SMOKE & CARBON DIOX. DET. '� ` tip` 220 Robert Wi Ir �lll' ... _ *. _ ED) ORIGINAL IGT RMOSTAT WO SMOKE & CARBON DIOX. DET. ASIGNA ^ j _ TU��1 4 CD T` . OUTLET 8 ELECTRICAL METER T +EPHONE OUTLET ELECTRIC PANEL [EET 12 - 05 r DSL FLOODLIGHT I--� UNDER CABINET LIGHTING EXHAUST FAN A4 r j t EETS I E A I I ;, { 1 1 1 ,I - l it ijiI# „ r 11 I 1 I I i �, 1 ,{, I. II i ' :, I„ II1 E" I "I �--. THIS DRAWING Ia THE , rI 1 ,t I ,i- �,yp ,:. , [ LE " -VICE AND `t 9.1,, a,l 'I., d 1 , I fl ^'iI 4 `} , ,ill ,L k ; 'i / v/ V �/ V-V-V,....'� �",/ \/�` ✓ `./ INSTRUMENT OF SER leu ' I 4; 33: 18 F'M l ' + it !. 1 ii,3';: I I 1 3 I ALL RIGHTS OF DEtsIGN AND ' I L 1I 1 Sunda February 17, 20 I Y PROPERTY OF ROBERT GRAY. t INVENTION ARE EXY'RESSLY l i; 1 -- Ra on Cha el 2013 02--05.dw < RESERVED. USE OF I f' _ ; , 12 05 Rev f , I Y p g _ _, REVISION 1 (ITEMIZED SUMMARY LIST) 1 \ I REPRODUCTION wlTllouT TxE I? ,I; ' k ;hll I II I - 'I , 'll % RObert Y IST $ k EXPRESSED wRCI"1EN o pI jli�; . , I 1 tI► , I': ; "II i 1 : I T E M I,Z E D S U M M A R E ( PERMISSION IS PROHIBITED. I F: 1; 1 '! - V ONTACT INFJRMATION : I '.r f, � � � I . RESIDENTIAL ADJ � , GRADING 1. ADDED IMPERVIOUS SURFACE CALCULATION , ` iill T Ir DO NOT PERMI - -� ...+ _� .... •� THEY ARE INTENDEll FOR USE ��. �. �.�... �. �� .....� 1'' BY A LICENSED CONTRACTOR. -' , 1 s ON PAGE G1 CONSTRUCTION TO AN 1; OWN R: OwNER/BUILDER OR OTHER G r T F TE RUN-OFF I c E BUILDER. 1 1 2. ON-SITE STORAGE OR WATERI` UNLICENSED D II 1VE' II II : }, i ,,, , CEMITERY PR OFESSI ON AES L. . C qt ii 11 I I I '' , III PROVIDED ON PAGE' G1 I ci ,I� ' 00 � 3. POST' CONSTRUCTION TOPOGRAPHIC SURVEY < gQ . 49- 1 'I 66 I I l i Ic A G K + I ` i DOCUMENTING PROPER CONSTRUCTION OF 4�f 2 Ev �EscR3PTioN 1 l tI I 1 , i 1 i!°3 1. 'I �1 ,. 4,,. I 1 SIDE I ARa ' E T B - T BE PROVIDED AS d, I I„ I I s i` I I 0 - - - - - - - - - - - ON SITE STORAGE. 0 E I It I l'l - _ � - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -3 2013-02-18 I 1= , I I i - �- I ? REQUIRED AND REFERENCED ON PAGB G1 , U14DER: I i;' ! I 2 , I �\ I � 4. ROLL-OFF CONTAINER MUST BE FROM I I ; / \ ,._ --� E TO SE DETERMINED 3 I7 -- f-- I APPROVED LIST FOR CITY OF ATLANTIC BEACH I mac_ / v --� . v - u I I v �/ v, \ I F NCD N PAGE G1 , i a illiI AND RE ERE E 0 I ` I / T R OCATIO N � � ARCHITECT: I P E L YARD D UM S I I I 20 , v �C- \ I I 1 I ,. „ E 1' ... .... I , I , , PPR VED ACCESIBILTY I T N A 0 1 ( I,,3 SII I i II I I I � CONTAINER COMPANY MUS BE 0 �'I! / ROBERT W. G��AY, III I { I I I ,II ! 1 1 � A � I ( i > >> v 1 . ADDED EXIT DOOR TACTILE SIGNAGE PER FACS ..... ,,_ .: I { 1 CED IN A , 1 ,I F A � (' tli t, I _ 1 O \\ \ LIST �jND CONTAINER CANNOT BE L I 69A-60.0081 , NOTED ON PAGE Al 8c A2 F I gQ4 222- 1 1 76 I� o E R 7[' . ,I rL \ CITY RIGHT-OF--WAY I > , 11 I i I L \ ^ -^ � / / 2. LIGHT-FRAME "ROOF" ONLY SYMBOL TO < R �, y 1 % I , I is ,t , i. - .I. ,; ! I k COMPLY WITH FAC 69A-60,0081 NOTED ON � ;L \ ARCHITECT ® { � STRUCTURAL `ENGINEER: 1.. 3 1,, 1 1 \ / I � PAGE A3. . (, F ',; I ,' ;. I 1 I " 1 1; ,I,° ,?I � 3. FURNITURE PLAN PROVIDED ON PAGE A4 APEX ENGINEERING 904 821 5200 I i . I ;; ) 850891 US HWY 17 f ,h: , f N DDED ON PAGE A4 _ YULEE _ 1 1 4. EMERGENCY LIGHTI G A I is , ,1 I I !r HAPEL �� < I,' NEW C I 1 5. DISCONNECT TO ELECTRIC SERVICE PER NEPA' ` li, FLORIDA - 32097 I's ',', o ;, i i \ 1 III f I I I 1 2 SHOWN ON PAGE , I .1 ,1 ^//\ 1 11 .1 .9.1 THROUGH 11 . .9.3. 2.1176 II \ ( ! I ::� TEL. 904.22 1 {1"' ; ,w` t§I3I�rISill1I'II��§, 7�Ii,II1 ,',Il1�I�IIIl id§,,,IIIrIr��ISIII I'I�IlI,�IIl,�I(II(III.II'I:'�,��I'III,,`'':.Il;II'.:.I,1N'�Il1„�iIrIII�II�!o�`�•`"Iy�lI,,.;,;,(,,.,s'II,`l�s;I.lit;�iE.K`' ��IlII:,>�q�•I i �fiE ifISIRI:•iI'lI I la�z{,,'Il:},'�`.}�IiI,k,1I'#�4IIr ISII II ..'.. IIII�lry91f1Ji�IIII I I7�rf^i ;! .I,I l i!1'�I•1;?I�1I.i+ ' I1 ,_�I�,(-•rI'I,''F:I�Ii.I6.i.i;.;I�riI�E,;��FI'l;,1 I;lii�k, , II L� 4: 33; . �J„; 1 a PMTHE IIII i IIIIIII IIIII II I I1 I = THIS DRAWING G..I ..5.... TH E INSTRUMENT OF SERVICE A N DSunday February 17, 2013 PROPERTY OF ROBERT GRAY . ALL RIGHTS OF DESIGN AND/ 1Z 05 Rev 1 Rayon Chapel 2013 02-05,dwg POST CONSTRUCTION TOPOGRAPHIC SURVEY INVENTION ARE EXPRESSLYRobert RESERVED. USE OF PROPER CONSTRUCTION OF REPRODUCTION WITHOUT THE 1— ON—SITE STORAGE SHOWING 918 CUBIC FT. AS EXPRESSED WRITTEN PERMISSION IS PROHIBITED, THEY ARE INTENDED FOR USECQNTRACTOR TO POSITION ELEVATION SHOWN IS REQUIRED TO BE PROVIDED To CITY of ATL. BY A LICENSED CONTRACTOR .> BCH., DO NOT PERMITTO AVOID EXST TREES TO INVERT 6 4>— 0 CONSTRUCTION TO AN OWNERBUILDER OR OTHER UNLICENSED BUILDER. STORM WATER EV DESCRIPTIONQ 2013_02_18 0. — _ — � _ � _ _ 3 Hh� - 1i I . 0 N — — — — — _ — ELEV ELEVUN0FF,' ; __1 i jvJ ! lif f2q it PFE !II PRE—CONSTRUCTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C 0.22) A(1 ,298,51214 SF> RC9.s )/12 V 220,081 CF/ x Io R TIIPOST- CONSTRUCION PERF. G R A Y 20 YARD DUMPSTER LOCATION: C 0.22 A(1 ,298,524 SF) R\9 �12 'V(220,999 CF ARCHITECTW FILTER SOCK CONTAINER COMPANY MUST BE ON APPROVED I ...O. O 918 CF 850891 US HWY 17:, o. LIST AND CONTAINER CANNOT BE PLACED IN I POST—CONSTRUCTION DELTA ELEV RIGHT—OF—WAY 42LF OF 4 PIPE — 5 CF DR ING TO YULEE FLORIDA — 32097913 CF RETENTION AREA SQ CATCH BASIN TEL. 904.222.1176 NDS OR EQUAL NEWCHAPE FAX 866.6063730 rwgray3®gmail.com DOWN SPOUT WITH 1 . M4CONNECTOR AT GRADE I - I I I iSIM1M1I�I!,tI §I� I, .II + , 1I1 I 1i! .�I f II i I , Ii I I j ,III ' II� iI I §I�I APTI 11s� t.! 913 CF REQUIRED lit iW ��PVC DRAINI 04 - 0 4 — I I � I I r �I IdI�I a;II I I ',i�{,.I'••�:Ii7"a�,,.�I�I'iI3-�NtI^::,a..�,aa,.:r:(1IflsII.k,'j,Il,-,h;lI.lr+..,'iI1{i-ii::dE.;I''l',IIlII1;: ,SS,Ik,`IIlI;tI)1Il Il,I�IIIf�lIII AIIgk1,�t��I•.fI,,�,•,I1,I,:,#N.'b�III�II-!J�II €s,.I�I�II ri�ES..;�I;„"1i;II��I I,._.ItGIN1•I,?II ILI}II IrII'.:F,i,�a'...,.•III.+,,:,..�i �I"•:,;,.tII II.I' l �iIiIs9 1 IIole. ,,•i;,,s i•.,I,,i, �,�'II1�io'•,I�ipriI ,I.iIIIIIIItII I.f 9','o,�•@rI liI;i IIII kEI�I.+tI�4II III iII I a,I, I,III IlI PI�II�I i I',. • .rte.N•O►R/TH// / —, '\ \ � --,•t'-��_�i�#a� _s�-°ye.S �- _.. a —�- O— 0 , I ii! to 12 0 yJ CONCRETE NEV _i_ ✓ S ECT ON Vf1 1 Q 6 I MULCH CONSTRUCTION SITE MANAGEMENT: EXISTING RESTROOM TO BE USED IN LIEU OF CHEMICAL TOILET, EROSION & SEDIMENT CONTROL: 12 > CATCH BASIN NDS SERIES All SINCE THE FRAMING OF THE BUILDING HAS V��r��-• ♦ WOCCURRED PRIOR TO THE SUBMISSION OF CONSTRUCTION DOCUMENTS, THE SILT FENCE WILL NOT BE REQUIRED. SINCE NO INLETS ARE E IIN THE PROXIMITY OF THE CONSTRUCTION 0. 4f COVER ,, ONE, NO INLET PROTECTION WILL 9E REQUIRED LOT RAGE CALCULATION: 0. 7' OVERALL SITE IS 28.7 ACRES. LOT COVERAGE IS ESTIMATED TO BE APPROXIMATELY 5%. no Wo SMODSDE YARD SETBACK ADAPTEFOR 4" PIPE N EL� 1245 N D z � iTA L Rob Wiliaui E•C—GMEMORIAL DRIVE AR001 GINAL SIGN A' , �r . •STC PLAN 1d . 1wD5SITEPLAN WGRADING J 'Eli SHEEr• MGM T. EROSIONCONTROL 1 _ 0 PAGE AD ! .l 4 • .'^ l 1 �♦v..��_ -_ — t I I, k II I I I I I I ti+ s!I•IiI• I ' I I I Iii E,t i ; -I ;II i� I §I �aI t '.k mea I_ q. s. N �l I _ I i 3—II .�I ' .•,I I I ' �. , I a 11 , 11 f & I ILII Ll l Oki I,: 11 OF SHEETS , a 9 , , I , ,11 i Lr ,� - , litI;; � �I ` 3 I, _ ,, ,, II i^ i , �. I [ ��” 1 7 1, I • 1 i I I I, , { 1 i f' - 14 I1 I ,, i fl 'I i i , L j i _ __ __ _ _ THIS DR W t . ' I jt ! I � i I, __ _ _ _----- ir ___._______-___- ----,_..__ ______ _____-.___�_____ .�_-r__._____._. ._____.__. _.____..____.-_ .__ __._._ A [NG IS THE ! ' DOOR DETAILS - INSTRUMENT OF SERVICE AND , ,` I .4 I ! I I I , E OF R & FRAMES • , t C1 RIGHTS OF DESIGNOAND 1 _........t�� /. ....., I_ .. SCH[EDUL ®0 - IN I SOP VENTION ARE EXPRESSLY t --__-_- __._��_-_____ __�_�___--_______,_._---------_-_------_ _ _._ _--_____�____..__-__ -ti.._____..__ ----- __.__.._ _ .___._-_--__-_--_____,___c___.__.._._______._____. I p REPRODUCTION WITHOUT THE I ! I ,,r j 1� �, RESERVED. USE OF " EXPRESSED WRITTEN I f I 4" PARTITION WALLS I ,,i DOOR FRAME �! I f 4 {, 4, ,' DOOR PERMISSION iS PROHIBITED: II N y :-; :w I NO. DOOR SIZE DETAILS HARD- I I THEY ARE INTENDED FOR USE k „I; 1 I ;I ,� r ,,I TOILET ROOM DOOR WARE BY A LICENS I ! l'' a ED CONTRACTOR. 1 1 �'. II I wID7.H HEIGHT THK. MAT. FINISH TYPE HEAD JAMB SILL MAT FIN. SET N0. NOTE REMARKS Do NOT PERiN1T CONSTRUCTION i' 11 '� _ - , ,II I 1 2 3'-0" tf'-8" „ TO AN a , ( ) 1 3 4 WD PAINT 1 C MT PAINTED L / F E i - , I 1 9/16 EGRESS DOpR W/ PANIC HARDWARE I OW NE R BU , ILD ER OR OT I / HER 11516 DR 0 T 0 MA ICM D 1 ( 0 EL 9 R SERIES) UNLICENSED HU ILDER. r la i ww DDDR LOCKS SHALL COMPLY WITH [HE I I � I A 5 1 'I" REDUIREMENTS TD N.F,F,A. 101; 7,21,5.41 t �` II I � I I � II I t _, ._.... I_ EXTERIOR DOOR I L �... 4 II :: ' , I k, h I TYPICA JAMB C E 3'-0" W-8" 1 3 4 1YA PAINT MTL PAIN ED _ - EV DESCRIPTION t II p I I I AI TYPICAL HEAD D TYDIETAILSIL At / 2 B H E T 8 A TYPICAL METAL B HEAD STUD WALL, 1 { �� ' " I�I 1 l` , IL FRAME (JAMB SIMILAR) I 1 2013-02-18 ` Y ` l 1a ii ,. II ______._._.___..._._..._._.__. _ _ 3 3'-0" 9'-H" 1 3/4" 'IPO PAINT 2 8 H E MTL PAINTED g - - ! 2 S - 1 I (.I 6I � _ ___ ._..___.__.._.-..-___,_-._.__..__-_-_._-_.-.., 3 i 1 d � j I - HARDWARE GROUPS 1 a `�' A 1 Il ''I 1 i;�l 1 DOOR TARES _ _- _ .____ _ _. _ __.__._._- NOTE: 4 ' I P 1. LEVER STYLE OPENING DEVICE , I t 4 I �' ' ! THGRRESHOLD WEATHER TRIPPIN 1 ;,� S 0, DEAD BOLT T „ I, I. 2, MUS MEET THE 2007 FLORIDA BUILDING CODE FOR CONSTRUCTION 120 MPH WIND GUSTS 1` 11 y 1.Itf ; I WITH THUMB TURN, ADAMS RITE MS-1ti50A-505, I ) I d 91[I �rl,,;; I ! ', =r4 i WITH SCHLACE CYLINDER PU H P A D NOTES! 3. ALL AOA ACCESSIBLE DOORS SHALL HAVE A PULL OF; I , �4: ;�, �,, S ULL H N LE „ I ,. I rt i I A, EXTERIOR HINGED DOORS NOT GREATER THAN 8,5 LBF k ,,,',,s : 1I ,,,,I. L, _ 1. ALL LOCKS TO BE MASTER KEYED ALL LOCKS t ., r ,, ! , ;1` I C I CLOSER YALE (50 SERIES) e. I i r. : i !,. N ERIOR HINGED DOORS NOT GREATER THAN 5 LBF j I TO HAVE INTERCHANGEABLE CORE DOOR C, SLIDING OR FOLDING DOORS NOT GREATER THAN 5 LBF ..... I gg 11,1'' :1 I ' I ? ± 4 a - p HARDWARE INCLVDING EMERGENCY EXIT ALARM t t a a I T;a�'1 '' { , �a 1 � '� - 4. ALL PERIMETER DOORS SHALL HAVE A THRESHOLD NOT GREATER THAN 1 2" , I r I'.. UNDER DOOR HARDWARE ALLOWANCE. I, 1 1�2 PAIR HINGES, NRP, BB US 2B, PAINTED LEVER : :, ,. , -, i i 5. MUST BE APPROVED U D R TH F I A PR R B E I I ` ;I I 1 2. ALL DOOR HARDWARE MEETS ADA N E E LORD ODUCT APPROVAL SYSTEM. R T `\ i PRIVACY SET, SCHALGE, AL iO S SATURN US 26 D i:1 .. . , I : , . - I rv,! ,.;,.I 4 I 6. MUST BE INSTALLED ACCORDING TO MFG R INSTRUC110NS FOR 120 MPH WIND GUSTS. I,,1 1 : ° /' WITH SCHLACE CYLINDER CLOSER-YALE (50 $FRIES) REQUIREMENTS W/ LEVER TYPE HANDLES �, ",.{',I , 1 1 ° SILEN ER ( �� G R A Y it __.____ __.,__,____ .___.__.._._..-.__.__,.__._ ... I - C H I T E C T 1 S I t 4I 1 I l Is .a I l 5 I'''' I1 I NEW CONDENSOR I 'r, I t 4 S HIYY 17 s �. , A 850891 U , 1 rY 3 ! I # I! I I � I a I,. 3 1" I YULEE 1 TYPE 2 TYPE I E X S T OND N S O I I a I , 1 C E R II i III � I I �, I ,' l FLORI I 111 , II I 1 I ' I DA - 32087 I !III { I I I I i , __.___.._.___-____-__ _-_.._.____-____________..________.._I I T EL 904.222 1176 I _ GENERAL NATES b 11 ! ' � i a I - FAX 866.606.3730 1 1 a'r I �I I �, 1 �. r ( _ Y`WL?,'ra y3®gIY].ELLLCOm 9 Ir .11 f 1. GENERAL NOTES APPLY TO ALL DRAWINGS AND SPECIFICATIONS. EXST - I I r 1. 1 . F. ' I 'I ' ! I i I NEW 2, WE CERTIFY TO THE BEST OF OUR KNOWLEDGE AND BELIEF THAT THE DESIGN OF THIS I AIR HANDLER I {'':Ii I I F PROJECT COMPLIES WITH THE APPLICABLE PROVISION AND RE UIR M NT DUCT CHASE 1�IATERIALS LIST S Q E E SOF THE FLORIDA I I',I I ' ` I r1 ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, FLORIDA BUILDING CODE 2004R EDITION ! I l t. GWB dN S � 1 1 I.1 ,� 1 ( �; OF THE ADA GUIDELINES, ;,-a TUCCO � i �� C I, I e l ' '�11 � , ,I ! i AT RI ASTM I ___.- - �! I" j, I I , M E AL 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF I ( - _ 1I-._- i �. +!I' I , I ,r= i 1 I N I A _ _ DME SON L ERROR VARIANC S AND R C NF I ,1 I; 1. METAL STUDS ASTM C 754 C 1007 E /0 0 LCIS EXIST, OR CONDITIONS ARE I i II "' 1 1. STEEL CHANNELS ASTM-C-645 ENCOUNTERED THAT ARE NOT COVERED IN THE DRAWINGS, THE CONTRACTOR SHALL I I 3 1 4 .1 �1, {!: ;C .; I ; ! j ( 1: 1 ; - NOTIFY THE ARCHITECT IN WRITING BEFORE COMMENCING THAT PORTION OF THE WORK. I z ? ; '' 1 ' 2. WELDED WIRE FABRIC ASTM C-185 f ,, ,, I ,. 11 . I1. ! 3, Z- FURRING MEMBERS ASTM-A-525 A 568 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND _ t I S II III II �I I� � I, I'; p' 4. CEILING GRID ASTM-C-635 ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION I " r �1 1 I I „ ,, EXST WATER FOUNT IN II �; AND/OR INSTALLATION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. HE 16'-4" 6'-g" III :' I ,I I I,1. I I, 11, I• � ' I' I GYPSUM WALLBOARD OR SHE SHALL ALSO BE RESPONSIBLE FOR COORDINATING ALL PORTIONS OF THE WORK ' s a I' s t I, �, �; l �� ,� Iik,'I j 'ix l I. I UNDER THE C o o a :�� , I , !± € I , , i;, ` ,Ir ' ; r 1, USG FIRE CODE CORE ASTM-E-136-93 ONTRACT, �{ f, ,I : i 'f �J " 1,!L; = I i11 _ _ 5. ALL WORK SHALL BE EXECUTED IN A NEAT WORKMANLIKE MANNER, WHICH IS I ,. ,,,,, ;L ,� 2. GYPSUM BOARD ASTM C 36 C 1396, ; ; „ ; !,, , L?! I, ;'I '; ° - ACCEPTABLE TO THE OWNER. i� I, Il I L �. �', !:! I I ,�, 4, R CSA A82 27M Ir A� a ? I' 1!I � 1.,;f i .1 I � I I, ; {I "` ; I 3. CORNE BEADS, rE PORARY 1 I f a`.I! , 9 !i� i ; '.. ;" f I "I , �,,i ,, n`, r �X COLUMN ! :. I ,I1 '' , I,I 1 I, , i TRIM & CONTROL JOINTS ASTM-C-1047 6. ALL WORK WHETHER DESCRIBED OR NOT SHALL THAN BE PROVIDED USING THE BEST !,' 111 , �. C C 1 I II I . MATERIALS AND WORKMANSHIP AT NO ADDITIONAL COST TO THE OWNER. 4, JOINT COMPOUND & JOINT TAPE ASTM C-475-94 VIEW CHAPEL � I , " I ' 1 I I I I _ I I 5, GYPSUM BOARD NAILS ASTM C-514 7, THE WARRANTIES AND GUARANTEES PROVIDED IN THE CONSTRUCTION DOCUMENTS NEW CHAPEL TO BE COMPI:LTED { ' SHALL BE IN ADDITION TO ANY WARRANTY SHALL GUARANTY OR REMEDY REQUIRED BY ADDITION IS CURRENTLY�FzzAMED 1 I 6, SOUND ATTENUATION BLANKEST ASTM C-665 ) TACTILE slcN IiY i t , IN ULATION LAW OR BY THE COUSTRUCTION DOCUMENTS. ;,. I 4 . i= :, ;, -- ,I I , I 8, UNLESS SPECIFICALLY ~NOTED, THE CONTRACTOR SHALL:PROVIDE AND PAY FOR ALL , I ,. [ ,E i, 1, BATT INSULATION ASTM C-665 -I [ { I LABOR, MATERIALS,;EQUIPMENT, CONSTRUCTION MACHINERY,` TRANSPORTATION AND THER i I : I 4 I I O o F Id :,, FLOOR FINISH FACILITIES OR SER✓ICES NECESSARY FOR EXECUTION AND COMPLETION OF THE WORK. I . { I I lil" i , 1� a, i I a.;Ilt I{a. !� c+, �,1i; . 'I, i , ,I. ., .�1 1 ; I, I j( 1 h a, 1. CERAMIC TILE ANSI A 137,1 - It (I 1 ,! ,. a 4: g,I :l,, , ,I I;. ., € E 8 I ._, I t t L SB I , 9. ACC S I TY SHALL BE PROM , ,ra rl. , s z � . , , r.,1 . r � _, ,,, _. E . l,1 DEQ N ACCQRDANCE WITH CHAPT R 11 r.a,. r, T.., r , ,I , �I ,,< Y,.. _�. E OF THE 2004R 4 ;., s fl,I „ 1,1, ., ; ,, .: L,; ,4 2. LATEX PORTLAND CEMENT MORTAR ANSI A 118.4 J I IS". I'1 .L= , v, :_, i :.: I :.s.P ,� ,.., lI :, r9 to ,:r:: „. � I'. I LORID UILDING DE. �__ 1„ pp t E i i _, A„.B CQ REFER 2 l #,, , , L,, _I TO STRU TURAL �. 1 , , , a l . , ,.� 3. LAT X P RTLAND C N ROUT ANS A 118,4 ; _ _ r _ I 1 . I ., s E 0M� T. G I _ r:. >,, i ,,, FGR I , P.a , f BI AM slzt } . ,. 4 VINYL CONPOSITIONTILE ASTM F 1066 I I . , ,, ,,.. � , _ I.. , " „ _.. i . I! I: ,, „ 1 t... , _, 10, AN ACCESSIBLE ROUTE OF TRAVE HA ¢ I a.. , .. 1 E }}, L S LL BE PROVIDED TO ALL POR110NS OF THE I { . J ,, . I ,3 11 ,_ L, ,. 1..14 1.,I, G, r L._, 4 ,, .l , :, , 1, L . , 5, HET I Y FLOOR CO RING ASTM F 1303 I: , . :[, '< S E V N L VE BUILDING AND i 1 p ,. I.4 G BETWEEN THE BUILDING AND THE PUBLIC, SEE CHAPTER 11 FL, B,C, 2004R 111 I I ;; I RPF' ST ( ) ( 6, CA E T A M D 2859, , E 648 1 II t ?.. C,I } , . ,I I alt I I,: 11. THE CONTRACTOR AND HIS SUBCONTRACTORS ACKNOWLEDGE THEY HAVE REVIEWED THE , I i { ,€, ACOUSTICAL TILE CEILING I w _. # I , , 1I, I I; I I PLANS, SPECIFICATIONS AND VISITED THE SITE PRIOR T I I I I I 0 B DD NG AND STARTING ANY i, ,l, ,, Y i' ; .`I 9 1. ACOUSTICAL CEILING TILE 2x4 ASTM-E-1264 WORK. Y TA xlr �> CTILE E SIGN i Ii ' S l E '�� , I I ;I 1. f rye i I I II I! FIN) H S I I �'✓ III , -� 12, THE CONTRACTOR AGREES TOS P I N P I I , , I „a l ! I. U ERV SE A D ERFORM THE WORK IPJ ACCQRDANCE ,- 1 I� i;!' 1 ! I f 1, FRP BRD-P ASTM-E-84 WITH GOOD CONSTRUCTION PRA TI "s ��" r; : ,:, C CES AND STANDARDS AND SHALL NOT PROCEED OR 1 I ,, 1 [, :__ 1 I III 1 E, I r; II ; I' , ,; I 2, BEHR NO 902 1 PART EPDXY PAINT ASTM-E-84 PERFORM WORK IN A MANNER CONTRARY TO THE CONTRACT DOCUMENTS OR THE OWNER 5 ' a 1'� :, ''r .I {' 3. BENJAMIN MOORE PAINT ASTM-E-84 DIRECTIVES. �( C'� I ; I V t ,j Iii C. 5 E .; �!� �, { ,, fl 4 ,, FASTENERS 1 THE CONTT i a 1 I ' a . l 1 H °;' I 3 FACTOR SHALL AT ALL TIMES ADEQUATELY STAFF THE JOB WITH SKILLED 1 ,1 ,d V A RS WORK E ®ORERS AND THE PROPER EQUIPMENT TO COMPLETE THEIR WORK, �. � ,: I I " i,l', , I 1. DRI EN F STENE , 17 -2 5 -10 ,., ` a {� ,1 I� 1.1 NAILS, SPIKES AND STAPLES ASTM F 1667-95 ! I 111 "i [ 14. THE CON TRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL � t 1' Ir ,.1 2. STEEL DRILL SCREWS FOR I 1 I` I I' I p - ASTM-C 954-93 PERMITS, INSPECTION FEES, IMPACT FEES DOWN STREAM POLLUTION FEEa AND TESTING I „ THE APPLICATION OF GYP. BOARD ( ), ; I', , - REQUIRED FOR COMPLETION OF THE WORK, I p ISI ( I' I 'I'I 3. SELF DRILLING / SELF TAPPING SCREWS ASTM A 153/A 153/M - �i a ' ?, ' s I HVAC DUCT 15. THE CON TRACTOR WARRANTS THAT ALL MATERIALS SUPPLIED ORE UIPMENT 23 0 , s JI ` ' II I 1, INSULATED FLEX DUCT UL 181 SUPPLIED BE NEVv UNLESS OTHERWISE SPECIFIED, AND ALL WORK SHALLQ(3E STANDARD ►�+� I I I ` ! 2, FIBERGLAS HARD BOARD UL 181 NFPA 90A ; 906 QUALITY, FREE FFSOM FAULT AND DEFECTS, IN KEEPING WITH MANUFACTURERS 0) � i SPECIFICATIONS. I i 3, METAL DUCT ASTM-E-84 1 1 4 r sd _ I' I •I 7 ELECTRICAL F� .I I 16. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE TO KEEP THE JOB (-1 , Ff { ,{ 1. CIRCUIT BREAKERS UL E-11592 SITE FREE OF ACCUMULATED WASTE BY USING THE CONTRACTOR SUPPLIED DUMPSTER ON 1 1 a I 2. OUTLETS UL 498 _ � ,, I �I I I A DAILY BASIS. I , 3. SWITCHES UL 20 I ',Ir 4. SWITCH BOXES UL 514A I 17, THE CON f .. A TOR A R THA A t{ !1 , 1 R C G EES T LL WORK, MATERIALS AND/OR EQL IPMENT SHALL R E W C O TR U C TI O I V Ii� 5. ELECTRICAL CABLE - BE CONSTRUCTED OR INSTALLED IN CONFORMITY WITH ALL MANUFACTURERS HARD DRAWN ASTM B 1 „;; `[ ':`I i k ! I',' - MEDIUM HARD DRAWN ASTM B-2 SPECIFICATIONS AND RECOMMENDATIONS COMPLYING WITH ALL FEDERAL, STATE, CITY AND � W , I � I A� �> >> EXISTING �' 1 ' I ISI - SOFT OR ANNEALED COUNTY BUILDING CODES AND ORDINANCES. _ _ l ; 1 :I COPPER WIRE ASTM B-3 �4 O W � j. L ;, �a, , I k'�. ;I . ; :I " rI1 CONCENTRIC LAY ' ASTM B-8 18. THE CONTRACTOR OR SUPPLIER OF MATERIALS OF BUILDING COMPONENTS SHALL BE - .1 , 11 3' II , ,,I �,a"� ( ,,Il,i., , �!( , a.'. RESPONSIBLE TO FIELD VERIFY ALL MEASUREMENTS PRIOR TO STARTING ANY WORK OR �+ '1 L r' FIRE EXTINGUISHERS !4 `,, , ,: L11 ORDERING ANY AT A I ;' ; '1 j ;1? ( I, M ERI LS EVEN IF THE ARCHITECT OR OWNER HAS APPROVED SHOP PROVIDE WOOD• BLOCKING IN . ,� ;, „I i ,{ I i 1. HAND HELD 5LB EXTINGUISHER UL 2A:10 B:C DRAWINGS, IF TH R I N I �4 I,11 „ i f 1 E E S A Y D SCREPANCY IN THE MEASUREMENTS, IT SHALL BE THE �, TOILETROOM 1NALLS TO i� b I I s I I RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, r. y I, °I 1 g .I r t lI d 1 ! ;, I I ��(� ALLOW INSTALLATIONS OF 1 I fl, i, WATER CLOSET ASME/ANSI A112.19,2M 19. THE CONTRACTOR AGREES THAT T OF�AB BARS I,a { . I . �: I ! j ;I I , ALL TIME LIMI S IN THIS CONTRACT ARE OF THE 1•••1 ,1, ,, 2. LAVATORY ASME/ANSI A112.19.2M ESSENCE. I llr ..e.., r I i PI'_! s r.1 ( ,( `, , j'1;��,1 „ I��, ll I,, ; I� � 3, FAUCETS ASME/ANSI A112.18.1M WALL SHALL HAVE A SM00 I, 1 ,. ::� li : ,s: �, _ I t { I Ii 1 ,;I„ , ,. .,.. .. I,..,-.{ F:,. 1! ::111,, ,..; HARD, NONABSORBENT SURF CE 1 ;� ,, ': , 1, 4. TOILET ACCESSORIES 20, THE CONTRACTOR AGREES TO PROMPTLY MAKE GOOD, WITHOUT COST TO THE OWNER - I 1 I �_ ry 1 I ;. I i,[ Y A L S TO A HEIGHT O F 4 O" A.F.F., I Ir -LAMINATED PLASTIC DOORS, AN AND L DEFECTS DUE TO WORKMANSHIP AND/OR MATERIALS WHICH MAY APPEAR YMBOL LEGEND ! ;' 3; ;: I . • „ �; 2 THE MATERIALS USED INS i ` '' l' '.4 r t_. °. " PARTITIONS STILES AND PILASTERS ASTM E 84 WITHIN A PERIOD OF ONE (/1 YEAR FORM THE DATE OF SUBSTANTIAL COMPLETION AND ': ,,, UCH '-' III ,1'I 4�1 I• iV 1 I, r f 1 . A / [ "I: ' ' I; ; '' ": 1 1' 1, I g• L -MIRROR GLASS ASTM C 1036 ACCEPTANCE OF THE PROJECT BY THE OWNER, OR FOR SUCH PERIOD OF TIME AS THE WALLS SHALL=BE OFA TYP ' �,_, . ',1 , I' ." I! I, I It 1 _ CONTRACT DOCUMENTS MAY ESTA I H P '" "hy THAT IS NOT.,�3DVERSELY FACE OF ,,. I I GALVANIZED STEEL BLS ROVIDED THAT IT IS NOT LESS THAN ONE (1) ,. . :�, ',: i 1" i;'.I I. I : � i MOUNTING DEVICES ASTM A 153 YEAR. '�, AFFECTED BYMOISTURF. G.W,BD. ,, I,," 1,11 r k , ; i's. , ! , , ! - ANSI A161.2 , - DOOR TAG(SEE SCHEDULE) � ' LAMINATED PLASTIC COUNTERTOPS a REVISION CLOUD ' '1 i C, s, ;' , ',. I f , ' , ,.R a ,I , , 1 , 1 ,, ., 21. THE CONTRACTOR AGREES THAT AS AN ADDITIONAL CONDITION PRECEDENT TO HIS r INDIC MIRROR - V ��" ri 11,1 , , t 5. PVC PIPING I ASTM D 17x5 .. ' ATES DOOR TYPE EfIFY „I 1I, , , INDICATES REVISED AREA : ` ( , I RECEIPT OF FINAL PAYMENT, HE SHALL DELIVER TO THE OWNER ANY AND ALL WRITTEN �. "'�` SIZE W OWNS �'' 6, PVC PIPE FITTINGS ASTM D 2466 i,� i I `R="I ,'? ! ' ' I : I I I GUARANTEES AS REQUIRED BY THE CONTRACT DOCUMENTS. - ' / ._�' . 'J° ,i It `;I I''1 � I I ' I 7. HI LOW WATER COOLER ANSI NSF 61 - ,� e' II J�,I, I I ;, i; / / 1 1 2"� GRAB BAR _ 22, THE CONTRACTOR AGREES TO COMPLY WITH ALL OSHA REG TI H AP _.._-___-.___... l- _ , . I, DOOR HARDWARE ULA ON TAT PLY TO 42 LONG 12I MAX F = � ' ROM . „ II 1 1 4 WINDOW TAG SEE SCHEDULE) - THE SAFETY OF THEIR MEN AND THE OPERATION OF THEIR EQUIPMENT AND TOOLS. THE I ' . . , - 6, ', 1 1 OR SP WALL C N �„ ; f, 1. BUTTS AND HINGES ANSI BHMA A156,1 @ ROOM ACE DESIGNATION OR ER / CONTRACTOR AGREES ALL EMPLOYEES SHALL BE RE UIRED TO DRESS PROPERLY A ONG ? ac; WINDOW TY � I; I I Q ,., r.,, - :. , 7 , 11 2. LOCKS AND LATCHES ANSI BHMA A156.2 �___.._/ 1 1 _ L ,z ;; I, , ,; / WITH WEARING PROPER WORK BOOTS, HARD HATS AND ALL OTHER SAFETY EQUIPMENT /2 GRAB. BAR ,. � I l , _t I VI ANSI BHMA A156 3 3. EXT DE CES _._.. .__ .____..._, „ , ! 1 / REQUIRED BY OSHA, �„ 36 LONG 6 MAX FR �.s s , ( OM I r 1 ; I, 'i� ' 4. DOOR CONTROL CLOSERS ANSI/BHMA A156.4 '- INTERIOR ELEVATION TAG WALL CORNE ,`' 1 i j I ! ,_ .� R ,,) 5. AUXILIARY LOCKS & LATCHES ANSI BHMA A156.5 23. THE CONTRACTOR SHALL NOT VIOLATE ANY PROVISION OF THE OCCUPATIONA _,� , I �I / L r DETAIL I �, # t I l , H AR ANSI BHM Al 14 y ,, , t r �I .,, 6, SLIDING & FLODING DOOR ARDW E / A 56. SAFETY AND HEALTH ACT OF 1970 OSHA INCLUDING ALL REGULATIONS ADOPTED BY ITS ! ON REFS PAPER TOWEL _ -.,, ,, I 4 I ( ) REVISI RENCE , ,I I , , , ;.:...., ENFORCEMENT BY TH UNIT TA S D PARTM NT OF A P _. .-• SHEET .ON WHICH IS DRAWN DISPENSER - . -„:: ,- --. ,.. .,��,: 1 ,," -._ , ,i, ! E EDS TE E E L BOR ERTAINING TO THE .,1.� , ,alp I�. : ,l ,k - 91 , I. , , " ,5711 i 11 1 111 , I' 11 1' .I 11 3: { a + 1 I "5 . i 1 ( • i I C 17 II�,1, i4 i..i It f f o-1 I 1 `, E I • I. j: �, 7k' I:1 ti °!.il � {a I i }I t� !`i #, i {C n i ,i{ ," ' >,y. , 11 a t 11 ".I 1 1 J 1 I j ,I, I. I I' c , # , a.. THIS DRAWING IS THE ,I • € �3 I rx 1 1, w {,I'': II J r is ,I I. } 1. r. : "I F 1` ,; <, I q11 I 4; 33: 18 PM II' I ;,I .. i I'!' i ': #�• r !i^ INSTRUMENT OF SERVICE AND q Ila r;l 7 ! 1 , I I . 1 ;; :E ! III' I; f t .;c 11 .I r, ,, PROPERTY OF ROBERT GRAY. 11 I:II i i Sunda Februar 17 2013 :1, I ; ill°, I� ,. i 1 (� �I ;I " ':.II t I! Ir 9 ,.k r ";' I_ . 6 ALL RIGHTS OF DESIGN AND I11 I,•''.. ( 1 ; I,L, t, IN .! ", ;t 1 I!,. I II r 'li i �'l: .,¢, '. I. I :, 1111111 Ir ; . I I 12-05 Rev 1 - Rayan Chapel 2013-02-05fdwg INVENTION ARE EXPRESSLY i I; 1, ;� I if I " 'I,i 1 ,1 I '+ I''ll ; l i•; ,h' 1' : , : lI Ii ;' i " RESERVED. USE OF f,�111l� l II i I; 1 ;; �. I Robert REPRODUCTION WITHOUT THE I ( I , I E" i 5 I EXPRESSED WRITTEN PERMISSION IS PROHIBITED. I THEY ARE INTENDED FOR USE f I II 'll I,I 1 i' 1, ; I ,� Ii is �-- -- HANDICAP BY A LICENSED CONTRACTOR. �r `�/ V V V ^�� V V 1/ V V DO NOT PERMIT 1 1,11� t �, 1 : I LAVATORY u : 1 I CONSTRUCTION TO AN . KI ii ! SOAP OWNER/BUILDER OR OTHER � , '. : \ : UNLICENSED BUILDER. 1, I i Ii �Ii, :j 1• I. I ; i I. r \\� �'.. i I' TYPICAL SANITARY NAPKIN " , II �,I = d � i l I l I I I I MIRROR DISPOSAL i I hil ' SI I I ? i ' L.,, '.11,1. I ' I 1) I I i I` I 1 _, . ,._. _. EV DESCRIPTION 1 19 x17 MIN. 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