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HomeMy WebLinkAboutBUILDING PLA PAGE 1-15ROOF SHEATHING REQUIREMENTS 19/32" COX APA RATED PLYWOOD SHEATHING - LONG DIMENSION PERP TO TRUSSES - END JOINTS STAGGERED - FASTENING SCHEDULE 10D RING SHANK ® 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGES, AND 6" OC FIELD, BLOCK ALL UNSUPPORTED PANEL EDGES WITHIN 6 FT FROM EDGE OF ROOF — ALL SOFFIT AND ROOF OVERHANGS SHALL BE; 19/32" COX APA RATED PLYWOOD SHEATHING FASTENED TO CEILING OF OPEN PORCHES WITH 10D RING SHANK ® 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGE, 6" OC FIELD, BLOCKING AT ALL UNSUPPORTED PANEL EDGES — . -- , I . Cc L/S3.31 T1 r ss SIKUUIUNAL NUItS AA FASTEN PARALLAM BEAM TO CONCRETE BEAM W/ SIMPSON MBHA3.5/14 © 0 32""X OC STAGGERED (NET SPACING R( I G 16"OC). MATCH TRUSS " EMBED) USSBOTTOM CHORD ELEVATION ©FASTEN END OF BEAM TO MASONRY WALL W/ SIMPSON CJT4 W/ (6) 1/4"X3-1/2" MTENS yyi dei �d b �V TeNyY clac Y a`u9VM'iuW IYYI IIL��Ya�Y WliY�• W lielYai:lYW. YYVWiey1 E SUB ECT r) A U pROPOSED 6VORIt REAlyy MAYOUlRFD F3Y F.IEi.U� con, SCTICNS COMPS NECt SAR !N i ;. C TORS THAT LY WI rn qL.6 dpp FR TO 6tC,�yR .0 GORES. U of ac a N Lo co) t J ¢0 0'� W 0 CD lL 0) a co 0 00 Z CCD ¢U¢ 0 � CD o Z W L� o zz (r� So> w� v W LLI Z0Wo g D J N I_ Z!- 0 W 0 > ~¢ M Z U J m LL W Z W Q U >N �co Y J a co ¢F- _ ZN rn �/ / ' V T ~ W U z w 0 uj W 0_' z 0 LL QLJ U O Lu w cn O IL 0 w D- � Z 0 Q 0 n J lL 0 Z = Q H ry 11 a F� ❑ JOSEPH A SCHULKE FL REG. NO. 47046 ❑JODAH B. BITILE ��iREG. NO. 57396 I(AM P. STODDARD �� REG. NO. 57605 ft7EB 16 20 SHEET S2.8 PROJECT NO. 11-074 THFSF P IAAISAN FfEQUPRFD �T ©ANY'11 l PROPOccf.4 cpM 9F NC BYpI `r)INFCC ECiPGNSORK PLYWITN ALLA hrL(-)ROER, THAT 'F+L CCCgS. 1e�4-r. is :`�/yV.'•t�i(e u'� i .r�d,.,_� tJll,j �a m !.ii �g q�.lC-1LL4va�6.IUIl iSi®i.v.ual uh!`Y WII�Y�IYYWi ty }y'YI U J J a 0 0 0 U) 06 W J H m W Y J 2 U U) z a J n ry 0 0 J L.i_ ry 2 W w Z U� z O � QO U w St� o 00 w En O O_ O [C a ❑ JOWH W. SCHUM FL REG. NO. 4704E ❑JODAH B. BITB.E FL REG, NO. 5739E VAWAM P. SMOA.R - JU- BEG. NO. 5760E SHEET 52.9 PROJECT NO. 11-074 ROOF SHEATHING REQUIREMENTS 19/32" CDX APA RATED PLYWOOD SHEATHING - LONG DIMENSION PERP TO TRUSSES - END JOINTS STAGGERED - FASTENING SCHEDULE 10D RING SHANK ® 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGES, AND 6" OC FIELD, BLOCK ALL UNSUPPORTED PANEL EDGES WITHIN 6 FT FROM EDGE OF ROOF - ALL SOFFIT AND ROOF OVERHANGS SHALL BE: 19/32" CDX APA RATED PLYWOOD SHEATHING FASTENED TO CEILING OF OPEN PORCHES WITH 10D RING SHANK 0 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGE, 6" OC FIELD, BLOCKING AT ALL UNSUPPORTED PANEL EDGES STRUCTURAL AAFASTEN PARALLAM BEAM TO CONCRETE BEAM W/ SIMPSON MBHA3.5/14 © 0 32" 6D"EMBED) OC STAGGERED (NET SPACING 16"OC). MATCH TRUSS BOTTOM CHORD ELEVATION opy FAFMel to ppa .i 5M5-1 aY �'�v;.e�m ea n ns i+Yco�el 11 lsy3 .ate{u6iP�" THESE PLANS AND ALL PROPOSED WORK ARE SUSJECT TO ANY REo(JIRF'D Uy r IEIn INCC -ORft ECTIONS W'A'Y RE NCC[' ;,aRY IN ORDER lls THAT G OAM1PLV Wi I ri ALL APPLICABLE CODES, z o a Vi z Ul rll CZ W Y Lu Li wm rc w w ��om Now FN5 €o€ `�azworcQa€ zww mxozzwA of=oowo�m� �aw�woszw�5� owxx5w�ww��- ¢iixwa��w�a �a33w��3W�nU U V �E0) J pZ a N M a� g LL W a Z00Ua o O Q Q W 0 o IJJ J ED Q Q3 : 2 zoOw VJ o > • o N O n, CD N LLI LU O J c�¢0N Wooer Z ¢ Z3 c) J� m LL M W W w q U > N Ju ¢� _ coZN U �7�• J J LU W' U f- Of O LL W U Z W 0 In w Of I— Z O LL Z 6 U O 0 w In O 0- O 0_ o_ 0 Z < Z �a V- J n L.� 0 0 ry O �z w5 QO U Vw ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BTILE tRE(;,p FL. REG. NO. 57396 AM. ST00DARD. N0. 57605 B 16 t ;2 SHEET S2.1® PROJECT NO 11-074 CONCRETE COLUMN, SEE PLAN MASONRY WALL =' R I- 6" STRUCTURAL 90' HOOK SLAB, SEE PLAN HORIZONTAL FOR REINF o FIRST FLOOR TOP OF o g "_— 17.80' NAVO GRADES EAM w a 5.00 NAVD Y ----- Fx U) gf li a ILE HOOK PILE REINF ° —IN DIRECTION OF GRADE BEAM < W GRADE_'_4 BEAM XGB1 FINISHED GRADE GRADE .®..� BEAM GB3 16" DIA AUGER - =1 CAST PILE _ --�AUGERCAST PILE (BEYOND) I I � I A SCALE 3 4"=1-O" FRANGIBLE WALL / AND FOOTING, SEE TYPICAL DETAIL MASONRY WALL SLOPE FOR DRAINAGE 4" THICK FIBERMESH REINF CONRETE SLAB ON GRADE W/ SAW CUT JOINTS MAX 5'-0" OC EA WAY 90' HOOK SCALE 3/4"=1'-0" 6" STRUCTURAL SLAB, SEE PLAN FOR REINF Fll 17 GRADE m • BEAM GB3 < m s XLAUGERCAST PILE (BEYOND) � I I I I I I I I I SCALE 3/4"=1'-0" TEMPORARILY SHORE CONCRETE DECK ABOVE 4" THICK FIBERMESH CONRETE SLAB ON W/ SAW CUT JOIN- 5'-0" OC E ADD'N #5 _ OOR CONT LW _NA VD Y EXPANSION JOINT - SLOPE FOR DRAINAGE 4" THICK FIBERMESH REINF CONRETE SLAB ON GRADE #4 W/ 90' W/ SAW CUT JOINTS MAX HOOK EA END 5'-0" OC EA WAY ® 10" OC SAW CUT AND CHIP AWAY MASONRY, DO NOT CUT VERT REINF, CLEAN DEBRIS AND APPLY LAMBERT PRIMER BONDING AGENT AND PATCH USING LAMBERT VIBROPRUF #11 STEEL COLUMN, SEE PLAN (2) #3 TIES AROUND STUDS CHIP MASONRY DOWN MIN (1) COURSE REMOVE EXISTING EMBED PLATE USE ABRASIVE BLASTING TO CLEAN NOTIFY ENGINEER TO INSPECT. SET EMBED PLATE AND POUR TOP 8" W/ CONCRETE 12" x 12" MASNNRY COLUMN REINF W/ STRUCTURAL SLAB, SLOPE SEE PLAN FOR REINF BEAM C83 SCALE 3/4"=l'-0" FRAN( AND FO TYPI( z LLJ a w V) SCALE 3/4"=1'-0" 6" STRUCTURAL HOOK SLAB, SEE PLAN 7nklTAI FOR REINF Of YCoADtD'N #5 gfo T LW w GRADE BEAM GB1w m FIRST FLOOR 1780' NAVD FRANGIBLE MASONRY WALL EXPANSION JOINT NAVD 4" THICK FIBERMESH REINF CONRETE SLAB ON GRADE W/ SAW CUT JOINTS MAX 5'-0" OC EA WAY I FRANGIBLE WALL AND FOOTING, SEE TYPICAL DETAIL 1 I I CONCRETE COLUMN BEYOND, SEE PLAN SCALE 3/4"=l'-0" FIRST FLOOR 1780' NAVD EXPANSION JOINT 16.59' NAVD 4" THICK FIBERMESH REINF CONRETE SLAB ON GRADE W/ SAW CUT JOINTS MAX 5'-0" OC EA WAY 6" STRUCTURAL SLAB, SEE PLAN FOR REINF FIRST FLOOR o 17.80' NAVD 10 � EXPANSION JOINT w< m 3 \ w o SLOPE FOR w a DRAINAGE rn- • / 1 6" STRUCTURAL F fx - - - - - SLAB, SEE PLAN FOR REINF of 0 4" THICK FIBERMESH REINF h` a CONRETE SLAB ON GRADE as W/ SAW CUT JOINTS MAX o 5'-0" OC EA WAY a < o w m L GRADE < BEAM G81 m n v SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" LA C;orl"mrio W MEN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS IONS AYLP,E NECESSARY IN ORDER TOTHAT GGMPLY WITH ALL APPLIGAfdLE. Gaps^+, HOOK IZONTAL 6" STRUCTURAL SLAB, SEE PLAN FOR REINF FIRST FLOOR GRADE BEAM GB2 MIN 8"XB" CONCRETE " RAKE BEAM, REINF a0 SEE PLAN W/ (2) #5 CONT z m &E-M 4" THICK FIBERMESH REINF �— CONRETE SLAB ON GRADE W/ FRANGIBLE #5 COIN SAW CUT JOINTS MAX 5'-0" OC EA WAY MASONRY WALL - FRANGIBLE - MASONRY WALL FINISHED GRADE FINISHED �I �� z• a J m GRADE m Ib < r < gm �N FRANGIBLE WALL _ AND FOOTING, SEE - TYPICAL DETAIL FRANGIBLE WALL AND FOOTING, SEE •«, CLEAN GRANULAR SAND TYPICAL DETAIL _- COMPACTED TO 95% MAX DRY.DENSITY.. . SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" a } 1780' NAVD CONCRETE STAIR ON GRADE, SEE TYPICAL DETAIL C5 zt J 0� J pr a coNN J Q <s 0. � C co LL fA Z 00 o C Q O M Q O �: Z oz O W zt VJ o? 4N0co Z0Wo UJ s -D n Q3 U) N LJ r Z C "j�: L4U p 0x J co¢ Z V' Q < in L�iJ � � W Q LLI N >04 Y (n J Q� _ Ln z w 'q I� uj 0 O Z w 7) Q O U LU W U J O I— Lo mt SCALE 3/4"=1'-O" MASONRY WALL a STRUCTURAL SLAB, SEE PLAN FOR REINF SLOPE 8"X16" CONCRETE TIE ^ BEAM REINF W/ (2) #5 J� TOP AND BOTT AND #3 STIRRUPS ® 24" OC V 0 Jb F R SCALE 3/4"=1'-0" r ae, STRUCTURAL SLAB, SEE PLAN FOR REINF SECOND FLOOR 29. 13' NAVD F CSIYIn'40.� t BYi l: L eC � .�v6 •v.°u. uva5do�l�n•nY z.. Itai9. �;iial�mta��fvv., toae"G..w. MASONRY WALL a STRUCTURAL SLAB, N STRUCTURAL SL SEE PLAN FOR REINF "^"� y� AN SEE PLAN FOR RE STRUCTURAL SLAB, SECOND FLOOR SEE PLAN FOR REINF SECONp FLG 29.13' NA VD 29.13' NAIAD 8"X16" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT AND #3 STIRRUPS ® 24" OC MASONRY WALL SCALE 3/4"=1'-O" THESE PLANS ANO ALL PROPOSFD WORK ARE SUBJECT TO ANY CORPECTTON� REQUIRED BY FIELD INSPECTORS THAT MAY BE NE'CL� SSARY;N OROER TO COMPLY WITH ALL APOWCAW k; ✓w4BES. CONC BEAM CONCRETE COLUMN BEYOND SCALE 3/4"=1'-0" SECOND FLOOR 29.13' NAIAD STRUCTURAL SLAB, SEE PLAN FOR REINF MASONRY WALL — a rn icv ^ STRUCTURAL SLAB, SEE PLAN FOR REINF SECOND FLOOR 29.73' NAIAD WOOD FRAME STAIR STRUCTURAL SLAB, BY CARPENTER SEE PLAN FOR REINF '^ — SECOND FLOOR 29.13' NAIAD MASONRY WALL � CRACKING IN rn CONCRETE SLAB °� STRUCTURAL SLAB, SEE PLAN FOR REINF �'�-• MASONRY WALL SECOND FLOOR 29.03' NAIAD _ STRUCTURAL SLAB, SEE PLAN FOR REINF ° SECON 29. STAIR OPENING _ _ _ _ _ _ ' 8"X16" CONCRETE TIE LIMITS OF STAIR OPENING BEAM REINF W/ (2) #5 • STRUCTURAL • (4) ADD'N 5B 6 f SAW CUT CONCRETE SLAB CHIP AWAY TOP AND BOTT AND #3 STIRRUPS ®24" OC SLAB BEYOND 8"X16" CONCRETE TIE EXISTING CONCRETE DO NOT CUT EXISTING BEAM REINF W/ (2) #5 BERT REINF CLEAN BAGENT S AND APPLY MUSING CONCRETE TOP AND BOTT AND #3 PRIMER BONDING AND PATCH LAMBERT VIBROPRUF #11 BEAM CB5 STIRRUPS 0 24" OC BEAM CBE FIELD VERIFY REINF IS FORM AND POUR PORTION OF MASONRY WALL NOT CONTINOUS CONCRETE SLAB, PROVIDE }— _ MASONRY WALL EXPANSION JOINT FRANGIBLE _ CONCRETE ` \1 MASONRY WALL COLUMN BEYOND // G CONCRETE BEAM C67 SCALE 3/4"=1'-0" @ — SCALE 3/4"=1'-0" MASONRY STRUCTURAL SLAB, SEE PLAN FOR REINF SECOND FLOOR \WALL Y 29.13' NAVD s e CONCRETE BEAM CBS FRANGIBLE MASONRY WALL SCALE 3/4"=1'-O" STRUCTURAL SLAB, SEE PLAN FOR REINF BEYOND STRUCTURAL SLAB, SEE PLAN FOR REINF SCALE 3/4"=1'-0" MASONRY WALL w U) 14N SLOPE e N 8"X16" CONCRETE TIE ^f BEAM REINF W/ (2) #5--,--- TOP AND BOTT klfdd agTE_./ STIRRUPS ® 2SAMOCRR MASONRY WALL SCALE 3/4"=1'-O" MASONRY SAW CUT I/4" WIDE X 1" DEEP WALL a CLEAN JOINT AND FILL W/— STRUCTURAL SLAB, SIKAFLEX 1C SL SEE PLAN FOR REINFv STRUCTURAL SLAB,_ •-e^c� SECOND FLOOR SEE PLAN FOR REINF 29.13' NA VD " BEAM CB5 BEAM CONCRETE FRANGIBLE COLUMN BEYOND MASONRY WALL SCALE 3/4"=1'-D" STRUCTURAL SLAB, SEE PLAN FOR REINF ^KV SECONL } 29.13' CONCRETE COLUMN BEYOND SCALE 3/4"=1'-O" (4) #5 TOP LW #5 NOSE OF EA TREAD SEE ARCH DWGS FOR TREAD AND RISER DIMENSIONS ° STRUCTURAL SLAB, LSE E PLAN FOR REINF SECOND FLOOR 29.13' NAVD V90' HOOK ALL LW REINF IN DIRECTION OF BEAM �8" #3 STIRRUPS ® 16" OC #6 BOTT LW SCALE 3/4"=1'-O" STRUCTURAL SLAB, SEE PLAN FOR REINF Iz BEAM THIRD FLOOR 40.13' NAVO STAIR OPENING — = 5/8"X40"THREADED 5/8"X40"THREADED {— ROD TO MATCH VERT ROD TO MATCH VERT �! F WALL REINF WALL REINF Llj MASONRY WALL BOLT THREADED ROD BOLT THREADED ROD co = TO FLANGE OF STEEL TO FLANGE OF STEEL (L STRUCTURAL STRUCTURAL o w - BEAM BEAM F, El a a o w STRUCTURAL SLAB, (n C SLAB, SEE PLAN SLAB, SEE PLAN ¢ < STRUCTURAL SLAB, STRUCTURAL SLAB, a D_ N a a STRUCTURAL SLAB, SEE PLAN FOR REINF c FOR REINF FOR REINF m SEE PLAN FOR REINF SEE PLAN FOR REINF m SEE PLAN FOR REINF STRUCTURAL p, F •-°^x� -! - _ '� '_�, '. i "K`+ STRUCTURAL SLAB, SEE PLAN i r SLAB, SEE PLAN n FOR REINF ^ SLOPE -_ THIRD FLOOR ^ SLOPE _ = THIRD FLOOR*THIRD FLOOR =! _ ^ FOR REINF THIRD BOOR e " " 40.13' NAVD 40.13' NAVD V 40.13' NAVD 40.13' NAVD CONCRETE TIE #4 W/ EA END 90' HOOK ®12"OC 1/2"XS" NELSON #4 W/ 90' HOOK 1/2"X5' NELSON THESE PL4NS AND A!L PROPPRFD W};T+,8"X2D" ARE SUBJECT TO ANYl;pR1l�G'^f10y8BEAM REINF W/ (2) #5 1 —0 STUD 0 12" OC 1/2°X5 7BEAM. 1 EA END ®12' OC �7L STUD ®12" OC REgUIREU BVFtELUiNSPr.^^'u i.)R$ THAT TOP AND BOTT AND #3 #5 CONT STUD —0" #5 CONT MAVBENECE SARYi7J01tDZRTo STIRRUPS 0 24" OC COMPLY WITH ALLAPPLICA;O"CQpFQ, 1/2'X3" NELSON STEEL BEAM, 1/2"X3" NELSON STEEL BEAM, STUD ® 12" OC (SEE PLAN) S STUD ® 12" OC (SEE PLAN) (SEE PLAN)Li SCALE 3/4"=1'-0" B V SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" - � A SCALE 3/4"=1'-0 STEEL EMBED PLATE, SEE DETAIL PROVIDE (2) ADD'N - STIRRUPS AROUND - HEADED STUDS STEEL BEAM, " SEE PLAN 3X8 PT FASTENED TO CONCRET TIE BEAM MASONRY WALL W/ 1/4"X4" TAPCON ®12" OC CLIP 19/32" CDX APA RATED ANGLE/EA SIDE FIELD WELD EMBED PLATE PLYWOOD SHEATHING .. FASTENED W 10D RING �Et 1 J"s w,a alvu� me aSi SHANK ® 6" OC C .=aa �a.•t� alv.y�:i ,hYeCI YtSmBa LVi��'u ti �� ROOFING ` " 3„ I 1X6 T&G FASTENED TOEl h, EA RAFTER W/ -� pp' STEEL BEAM, 5/8"X40"THREADED - 5/8"X40"THREADED #1OX3-1/2" WOOD _ q SEE PLAN 3X3X1/4" X 5" LONG — ROD TO MATCH VERT - - = ROD TO MATCH VERT SCREW, EA BOARD _ CLIP ANGLE EA (4) %"X5" WALL REINF WALL REINF = SIDE FIELD WELD TO NELSON BOLT THREADED ROD _ - BOLT THREADED ROD 3X8 (SP NO2) EMBED PLATE STUDS TO FLANGE OF STEEL aAL -TOFLANGE OF STEEL RAFTER ® 24" OC 4STEEL CONCRETE BEAM aTIE o ,� o � `o STRUCTURAL SLAB, rn a m g SLAB, SEE PLAN a of a rn STRUCTURAL SLAB, MASONRY WALL STRUCTURAL SEE PLAN FOR REINF m FOR REINF m I, SEE PLAN FOR REINF SLAB, SEE PLAN L '1 �cv STRUCTURAL .-K� FOR REINF 1/2" THICK n .yri SLAB, SEE PLAN _ - n F n 3/16" STEEL ft-12" - ^ FOR REINF n n THIRD FLOOR THIRD FLOOR rL _SLOPE 40.13' NAVD 40.13' NAVD STEEL EMBED PLATE - ----�-- 38.92' NAVD e � " � m _ � STAIR OPENING Q • SCALE 3/4"=1'-0" 1/2"X5" NELSON #4 W/ 90' HOOK EA END ®12" OC #4 W/ EA END 90' HOOK ®12" OC 1/2"X5" NELSON 8'X20" CONCRETE TIE STUD ® 12' OC 1/2"X5" NELSON 1 -0 �#5 CONT ° ` 1'-0" - STUD ® 12" OC m BEAM REINF W / (2) #5 STUD ®12" OC #5 CONT TOP AND BOTT AND #3 j STIRRUPS ® 24" OC = 1/2"X3" NELSON _� 1/2"X3" NELSON STEEL BEAM, "-' STEEL BEAM, STEEL BEAM, STUD ® 12" OC STUD ® 12" OC (SEE PLAN) F (SEE PLAN) (SEE PLAN SCALE 3/4"=1'-O" 19/32" CDX APA RATED PLYWOOD SHEATHING FASTENED W/ 10D RING SHANK ®6" OC p ROOFING19 1X6 T&G >RAFTERW/ E#IOXSCREP Np2i 3X9 l`' 2X BLOCKING BLOCKING BETWEEN RAFTERS 010 (SP NO SCALE 3/4"=1'-O" (2) 1/2" SS THREADED -ROD THROUGH EA RAFTER AND BEAM MIN COUNTER SINK TO ACCOMODATE SS NUT ��AND WASHER D2J ® 2440 SCALE 3/4"=1'-0" SEE PLAN FOR SHEATHING AND FASTENING SEE SCHEDULE FOR TRUSS FASTENING 5/8" DIA X10" SS LAG BOLT AND WASHER EA RAFTER CRICKET BY BUILDER PRE-ENGINEERED ROOF TRUSS (DESIGNED BY OTHERS) SEE SCHEDULE FOR TRUSS FASTENING (2) 2X8 PT LEDGER FASTENED TO CONCRETE BEAM W/ (2) ROWS_ 5/8" J-BOLT ® 32" OC STAGGERED (NET SPACING 16" OC SCALE 3/4"=1'-0" PRE-ENGINEERED ROOF TRUSS (DESIGNED BY OTHERS) 8"X18" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT AND #3 STIRRUPS ® 24" OC m BOTT OF. BEAM 40. 13' NAVD Y 43.63' NAVD SEE SCHEDULE FOR TRUSS FASTENING CONCRETE BEAM CB2 MASONRY WALL SEE PLAN FOR SHEATHING AND FASTENING SCALE 3/4"=1'-0" PRE-ENGINEERED ROOF TRUSS (DESIGNED BY OTHERS) PROVIDE 2X BLOCKING AT ALL rPANEL JOINTS \19/32" CDX APA RATED PLYWOOD SHEATHING OR T&G FASTENED TO UNDERSIDE OF TRUSSES AND NAILERS W/ IOD RING SHANK 0 6" OC EDGE, 6" OC FIELD 2X6 PT NAILER FASTENED TO TOP OF CONC BEAM W/ 1/4" X 3-3/4" TAPCON ® 12" OC SCALE 3/4"=1'-0" STEEL EMBED PLATE, SEE DETAIL PROVIDE (4) ADD'N TIES AROUND HEADED STUDS 2X6 PT NAILER FASTENED TO TOP CONCRETE COLUMN - OF CONC BEAM W/ 1/4" X 3-3/4" TAPCON ® 12" OC TOP OF WALL 48.46' N V 8"X20" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT AND #3 STIRRUPS ® 24" OC STEEL BEAM, SEE PLAN COPE TOP OF STEEL BEAM, SEE PLAN SCALE 3/4"=1'-0" /4' 3X3X1/4" X 5" LONG STEEL CLIP ANGLE EA SIDE •-_.,STEEL BEAM, SEE PLAN t73/16" 3X4X1/4' X 9" LONG STEEL CLIP ANGLE EA SIDE FIELD WELD TO EMBED PLATE STEEL BEAM, SEE PLAN -+ I 2 1/2" 3X01/4' X 9" LONG STEEL CLIP ANGLE EA n+ SIDE FIELD WELD TO EMBED PLATE (8) 3/4"X5" NELSON STUDS 3" a `1l 3/4" THICK STEEL l a"� STEEL EMBED PLATE SCALE 3/4"=1'-0" 1/2" (t Zt J gCD cCN o J c ce) Q� W Q g LL w 00 200U� W 0 Q c o Q o m Q O Z0ow W '^ V) Z0> vv CL C.)o' N To N (5) W ��WO Q5N- cocN o r L-j co U m Z Q IY w Q U 04 Y �0) j a o 1J J Z N VJrr�� � U LU n LU �H z 0 U W Of O w Z w 0 � � U) O W O z z O q O O U Ld W z J U c~n UO 0000 (n O D_ O x o_ ENGINEER CER71F1CATION ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITO.E FL. REG. N0. 57396 %1WAM P. STODDARD G. N0. 5760 !gyp 1 �l SHEET S3.3 PROJECT N0. 11-074 PROVIDE (3) AD STIRRUPS IN JOINT NO PILE OR COLL SUPPORT INTERSECT TERMINATE LONGITUDINAL BEAM REINF W, T—INTERSECTION OF GRADE BEAMS `J SCALE 1/2"=1'-0" PROVIDE (2) #5 Z BARS BETWEEN TIE - BEAM TRANSITION c� z mz OfJ CONCRETE TIE BEAM, w a PROVIDE 90'H ENDS OF W, ALL LONG REINF DS e CONCRETE TIE BEAM, PROVIDE 90'H ENDS OF ALL LONG REINF CONTINUE VERTICAL REINF AND HOOK 90* INTO UPPER TIE BEAM SEE FRAMING PLAN AND TYPICAL WALL SECTION FOR REINFORCEMENT STEP IN CONCRETE TIE BEAM SCALE NTS MASONRY TIE BEAM z i- �Q MASONRY TIE BEAM (2) a COURSES w > �N a�Y P 1 •.. FEDIA (T) �i 7.1 _ �hr all,a „••"• PILE OR Cnl IILAN SUPPORT TERMINATE ALL LONGITUDINAL RADE BEAM REINF W/ 90- HOOK HOOK PILE REINF IN CORNER INTERSECTION OF GRADE BEAMS SCALE 1/2"=1'—O" FOR ALL PILES THAT TERMINATE IN GRADE BEAMS, BEAM HOOK PILE REINF W/90' HOOK WIDTF IN DIRECTION OF GRADE BEAM zW GRADE BEAM, SEE SCHEDULE FOR REINF EO STRUCTURAL SLAB, SEE PLAN FOR REINF MiE Qa w w m FORM GRADE BEAM FROM SOIL IF SURFACE UNEXPOSED in EQ w m m w TERMINATION OF CONCRETE PILE OR COLUMN IN GRADE BEAM SCALE 1/2"=1'-0" ...........---- _......w a U p Val Q am a 00 TERMINATE ALL VERT REINF W/ 90' HOOK INTO TIE BEAM LU Fm— �: #5 VERTICAL REINF ADJACENT TO ALL ,...._. -._._.._ ......................_„',,)I a' _. ...., ...................... OPENINGS CONTINUE VERTICAL MATCHING REINF AND HOOK 90' INTO TIE BEAM FOR VIER' SEE FRAMING PLAN AND TYPICAL WALL SECTION FOR REINFORCEMENT H STEP IN MASONRY TIE BEAM SCALE NTS Ci CONTINUE TIE BEAM REINF TROUGH CONCRETE BEAM, MAY SUBSTITUTE (1) TOP BAR IF REO`D BAR SIZE EQUAL OR LESS A....7 ... --.IF..__. IL.__. IL,' II IL..............................III_ L...__ A LCONTINUE TIE BEAM REINF THROUGH MIN 8" CONCRETE BEAM S/2 #5 VERTICAL REINF ....47 ADJACENT TO ALL OPENINGS TYPICAL CONCRETE BEAM HEADER SCALE NTS CONTINUE TIE BEAM REINF n z PRECAST / PRESTRESSED MIN 8" CONCRETE LINTEL, SEE SCHEDULE FOR REINF #5 VERTICAL REINF `-ADJACENT 10 ALL OPENINGS TYPICAL PRECAST LINTEL HEADER SCALE NTS FOUNDATION TYPICAL MASONRY WALL REINFORCEMENT SCALE NTS EXCAVATE FILL AFTER PILES ARE CONSTRUCTED. CONSTRUCT WALL GRADE BEAM OR AND FOOTING AND BACKFILL THICKENED EDGE WITH CLEAN GRANULAR FILL GRADE BEAM FRANGIBLE 8" CMU WALL. PROVIDE 9 GA. LADDER TYPE PROVIDE CONSTNUCT10N JOINTS HORIZONTAL REINFORCEMENT AT 16" O.C. AND #5 AT COLUMNS AND AT A MAX. VERTICAL REINFORCEMENT AT THE FOLLOWING LOCATIONS: SPACING OF 5-0". 16" LAP 1. ALL CORNERS AND INTERSECTIONS 2. MAX. 32' O.C. i'. 3. CELL ADJACENT TO AN OPENING GRADE BEAM KEYED BOND BEAM 4. AS SPECIFIED BY THE — — 2 ARCHITECTURAL DRAWINGS FRANGIBLE ANSOAIRY PARTIALLY GROUT W/#5 / 5. ADJACENT TO CONSTRUCTION WALLS ARE DESIGNED - JOINTS — — — — — — 7O BE S7RI/C7URALLY w GROUT ALL CELLS SOLID REINFORCED AND UNREINFORCED INDEPENDENT OF THE FRANGIBLE E v " ;A. ;n Z I PROVIDE CONSTRUCTION JOINTS AT MAX 5'-0" OC DWELLING FOUNDATION MASONRY WALL SEE F y DETAILS FOR / a j, REINFORCEMENT // cWi g = PROVIDE HORIZ LADDER .._.... __.._..._..................................• 4.............. ..... .... !/•� _.l ELM - x w REINF AT EA COURSE " V) Q x ................. ........ Y.. Ln ACROSS PILE LAP HORIZ LADDER REINF w PROVIDE DOWELS TO .:03 16" a J am a MATCH VERTICAL WALL . g �! REINFORCEMENT /� \ �Z/ / /% // /�� FRANGIBLE MASONRY RETAINING TOP OF FOOTING\ EV / WALL ELVARIES " FRANGIBLE WALL FOOTING \�j\ SEE PLAN FRANGIBLE WALL e FRANGIBLE WALL FOOTING \�\�\��� \/�\/� FOOTING 6l" KEY KEYED CONSTRUCTION JOINT 1 KEY WIDTH MOIL SHALLECHAN CALBY COMPACTEDE CLEAN NTOA 5%LL /\\/1\�\/\ SOIL BELOW FOOTING SHALL BE AUGER CAST PILE AT STRIP FOOTING, MATCH DEPTH MAX. DRY DENSITY. CLEAN GRANULAR FILL CONSTRUCTION JOINT IN WALL y PILE BEYOND` COMPACTED TO 95% MAX DRY 16" LAP i ^;ESE PLANS AND ALL PROPOSED WORK l J �" � DENSITY ( 1[\...J✓�] 1 AFIE SUE 1F!'T TO ANY C�JnCTO R THAT �.W.❑ . PAY BIC NFCYS 0.FY IFIELD 1 O DCR TO ThIAT TYPICAL FRANGIBLE WALL COMPLYWLTHALLAP LIGALILEC40ts• PERIMETER STEMWALL �\ _. GROUT SOLID ❑ C SCALE NTS D SCALE NTS STEMWALL AND PILE CONNECTION #4 AT 12" OC FROM CORNERS (TYP) E CROSSWISE SEE ARCHITECTURAL r-� "' no " r n C to ,�Eb�"" 12" O.C. MAX. SPACING SCALE NTS DRAWINGS FOR RISER AND + :._.4a'"'�mh�si-� u. ° ° ° 4'� " " 8 STEP DIMENSIONS 4 AT 12" OC A # BOT ra a " \\ \ Iv.tla&a4cVxxuw 'v, id+vlaN 6" #4 AT EA /.//�// PRECAST LINTEL REINF CELL OR CONCBE M OPENTE­� -_ADJACENT TO W/ #5 FULLY GROUTED z 1/4"0 X 3-1/4" Qa SOIL SHALL BE CLEAN ' TAPCONS INTO N GRANULAR FILL COMPACTED TO GROUTED MASONRY X 95% MAX DRY DENSITY ,W/ 1-3/4` EMBED \�\\� • 8 -�1' (TYP) 0 2X4 PT BUCK 204 ' TYPICAL STAIR ON GRADE I/ SCALE NTS MAXIMUM HEADER SPAN (FT.) 3' 6' 9' NO. OF HEADER STUDS REQUIRED AT EACH END 1 1 2 2 2 2 UNSUPPORTED WALL HEIGHT STUD SPACING NO. OF FULL LENGTH WALL STUDS REQUIRED AT EACH END 10' OR LESS 12 IN. 16 IN. 24 IN. 2 2 1 2 2 2 3 3 2 3 3 2 3 3 2 3 3 2 GREATER THAN 10' 12 IN. 16 IN. 24 IN. 2 2 1 1 2 2 2 3 3 2 4 3 2 5 4 3 5 4 3 HEADER BEAMS SHALL BE PROVIDED AND SIZED IN ACCORDANCE WITH SECTION 2308.3 OF THE 2004 FLORIDA BUILDING CODE 1 MINIMUM HEADER STUDS SCALE NTS FASTEN EA STUD TO TOP PLATE W/ SEE SECTIONS FOR CONENCTION OF SIMPSON SPH� FLOOR TRUSSES TO TOP OF WALL JOINTS AT TOP PLATES SHALL HAVE A MIN 4 FT LAP SPLICE AND BE FASTENED WITH A MIN OF (20) 16D NAILS PROVIDE BLC MAX SPACING 2X SP (NO 2) WALL STUDS ® 16" OC, SEE PLAN FOR STUD WIDTH FASTEN CRIPPLE STUDS TO HEADER W/ SIMPSON MSTA1 • 1 /4"X3-3/4" HEADER SEE PLAN TAPCON ® 12" OC FASTEN HEADER TO STUDS W/ SIMPSON MSTA24 EA SIDE WALL STUDSEE DETAIL 2X PT STUD HEADER STUD Bair 5/8" HILTI KWIK BOLT II (MIN SEE "ECTION FOR TYP FOOTING FASTEN EA STUD TO BOTTOM EMBED 3 X-) AT ALL CORNERS PLATE W/ SIMPSON SPH AND INTERSECTIONS, AND MAX SPACING 30" oc TYPICAL WOOD FRAME BEARING WALL T SCALE NTS CONCRETE POUR SILL REINF W/ uu #5 a a WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECCOMENDATIONS TO WITHSTAND THE COMPONENT AND CLADDING DESIGN PRESSURES SPECIFIED IN THE GENERAL NOTES AND SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE MANUFACTURED IMPACT RESISTANT. TYPICAL BUCK FASTENING SCALE AS NOTED 3/16" X 1" SAW CUT JOINT. CUT AS SOON AS POSSIBLE 4" FIBERMESH CONCRETE AFTER TROWELING. FILL SLAB ON GRADE JOINT WITH LIQUID SEALER SOIL SHALL BE CLEAN GRANULAR FILL MECHANICALLY COMPACTED TO 95% MAX DRY DENSITY TYPICAL SAW CUT JOINT \w� SCALE NTS SHEATHING TO BE FASTENED W/ roof re -fob SPECIFIED FASTENERS AT 4" OC AT overframing trusses VALLEY OF OVER -FRAMING 2X10 RIDGE SIMPSON H2.5 CLIP RAFTER BOARD (2) EA SIDE OF RIDGE 16" OC FASTEN RAFTER TO COLLAR TIE TO PLATE 1\ 2X6 COLLAR_ \ /-W/ (4) 16D NAILS �SIMPSON LUS210 TOE NAIL RAFTER TO TOP BEAM HANGER PLATE W/ (3) 10D COMMON AND FASTEN W/ SIMPSON H2.5 CLIP 2X6 PLATE FASTENED TO SHEATHING W/ 8D RING -" SHANK NAILS - 2 ROWS 4" OC AND (3) 16D COMMON AT EA CROSSING OF AN UNDERLYING TRUSS �- OPTIONAL: STRAP EA END EA RAFTER THROUGH SHEATHING TO UNDERLYING TRUSS W/ MIN 12" SIMPSON 18 GA RAFTER SPAN STRAP W/ MIN (10) 12D COMMON NAILS IF VALLEY SETS PROVIDED FASTEN EA END EA TRUSS TO UNDERLYING TRUSS W/ 18 GA X 18" STEEL STRAP (FASTEN W/ (10) 10D COMMON NAILS) MAX. RAFTER SPANS AT 16" O.C. NO. 2 S-P-F RAFTER MAX. SPAN 2X4 5'-10" 2X6 9'-2" 2X8 12'-1" 2X10 15'-5" TYPICAL ROOF OVERFRAMING SCALE NTS r7 N j 0 O r7 m GARAGE DOOR DRYWALL FURRING STRIP #5 IN FULLY GROUTED CELLS ADJACENT DOOR FRAME TO OPENING AS SHOWN DOOR 0 FLATHEAD SCREW, SEE __::::::::::::::::::--::_::::............_...__....................................... WINDOW MANUF SPECS 2"X6" PT BUCK STRIP 1/4" X 3-1/4" TAPCON SPACED 12" OC AND STAGGERED (MIN 1-1/4- PENETRATION INTO CONCRETE) NOTE: 1. DESIGN ADEQUATE FOR 90 SQUARE FOOT OPENINGS. 2. DOOR FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. TYPICAL WINDOW BUCK DETAIL �J SCALE AS NOTED FURRING STRIP DRYWALL #5 IN FULLY GROUTED CELLS ADJACENT 2"X4" PT BUCK STRIP TO OPENING AS SHOWN ................ .......... _ _......I ...... i..._I WINDOW //J . :. PANHEAD SCREW, SEE WINDOW MANUF SPECS 1/4" X 3-1/4" TAPCON SPACED 12" OC LAND STAGGERED (MIN 1-1/4- PENETRATION INTO CONCRETE) NOTE: 1. DESIGN ADEQUATE FOR 30 SQUARE FOOT OPENINGS. 2. WINDOW FRAME FASTENED TO BUCK PER MANUFACTURER'S RECOMMENDATION. TYPICAL DOOR BUCK DETAIL SCALE AS NOTED HORIZONTAL (TOP) JAMB f / (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN ..v•/ i 2X6 PT WOOD JAMB FASTENED W/ TI SPACING SQUARE WASHER SEE ELEVATIONS FOR SPACING JAMB BRACKET TO BE FASTENED TO WOOD 2X6 JAMB W/ PER MANUFACTURER'S SPECIFICATIONS 2X6 PT WOOD JAMB FASTENED W/ 5/8" J-BOLTS W/2" SQUARE WASHER 1 2X6 VERTICAL JAMB (SAME SPACING ON BOTH JAMBS) TYPICAL GARAGE DOOR BUCK DETAIL SCALE AS NOTED U Z J �U J M J ¢� 0'� L2L1 n N� L L Z rn Q if O 0 00 Z o Ly1 UO U J U m Q O z00Lu I"jtLU `o> //� vJ QNorn W -D � O J C5 _ U) N I— 0 O I. J U mN LL W Z Lyl �LU LJ L U 04 Y IY C) J ¢1, _ ZN U H cn Q w J U 0 w w U U Z C] O In U w Z Z ® a 0 U Of LLJ w J O UO GO O w Ln 0 0_ 0 0: 0_ ENGINEER CQUIFIC4710A ❑ JOSEPH W, SCHULXE FL REG. NO. 47048 ❑JODAH B. BITILE 'W n1L�� FL. REG, NO. 57396 AM P. STODDARD REG. NO' 57605 FD 16.201 SHEET S3.4 PROJECT NO. 11-074 EXISTING CONCRETE TIE BOTT OF BEAM BOTTOM OF HEADER 8.00' AFF PRECAST / PRESTRESSED CONCRETE LINTEL \—DRILL HOLE IN LINTEL FOR INSTALLATION OF VERT REINF SECTION A -A FIRST FLOOR EXISTING CONCRETE TIE 6" PLA TO A- 1/2" CUT FACESHELL GROUT SOLID TO BOTT OF EXISTING TIE BEAM 8" YIN Z \CUT FACESHELL IN LINTEL AND PUMP_ IN GROUT FROM EA END ADD VERT REINF IF VOID _k SEE DETAIL C/S1.1 SEE PLAN CLEAN EXISTING FOOTING NEW MASONRY OPENING SCALE 1/2"=1'-O" DRILL AND EPDXY #5 VERT INTO EXISTING TIE BEAM (MIN 5" EMBED) (2) COURSES 8" MASONRY MIN PRESTRESSED FORM AND POUR CONCRETE IN 6" DRILL AND EPDXY #5 DOWEL INTO EXISTING FOOTING (MIN 5" EMBED) EXPAND EXISTING MASONRY OPENING SCALE 1/2"=1'-O" WALL GROUT CELL SOLID SAW CUT FACESHELL DRILL AND EPDXY INTO TOP OF EXISTING FOOTING (MIN 5"-\ EMBED) FINAL GRADE MIN 3 1/2" EDGE DIST EXISTING FC PUMP GROUT FROM DRILL AND EPDXY #5 VERT REINF INTO EXISTING TIE BEAM (MIN 5" EMBED) 8" MASONRY u EXISTING FOOTING IERT REINF SAWCUT FACESHELL OF MASONRY WALL EAN OUT FILLED CELL IN EXISTING MASONRY SCALE 1/2"=1'-O" EXISTING CONCRETE TIE CUT FA MASONRY IN —FILL SCALE 1/2"=1'-O" �Yic+.^c iei�ae0 t9 "A�i d�a�3�im .YTm YrYd.m YY."rd I �k„"e, �x 1p�I �`1 Ea,�. g ��t ui Lw Py" "pa[6�E[•'t yX THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIEt..D INSPECTORS THAT MAY DE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAt7LE. CODES, WALL U o tog to U J N a Q a��i cz � m g ILL. w Q 2 W o d o W J o CO Q O z0ow W �) \J g o> 'co ..v OFEN6j �oWc::) �L ZoNN LW r W o >x LL U m LL W Z LNN W Q�>N �° Y J a� _ ZN ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH R BIT6E FL REG. NO. 57396 WAN P. STODDARD G. N0. 57605 EEB 16 n SHEET S3.5 PROJECT NO. 11-074 ROOFING SEE ARCH DWGS SEE PLAN FOR ROOF SHEATHING AND FASTENING REQUIREMENTS SEE SCHEDULE FOR TRUSS FASTENING 2X SUB FASCIA---"V� SOFFIT TO MEET COMPONENT AND CLADDING DESIGN PRESSURES NOTED ON S1.3 8"X20" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOT AND #3 STIRRUPS ® 24" OC PRE-ENGINEERED ATTIC ROOF TRUSSES (DESIGNED BY OTHERS) TOP OF WALL 8" MASONRY WALL REINF W/ 9 GA LADDER TYPE REINF ® 16" OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC 3. ADJACENT TO OPENINGS 4. AS SHOWN ON THE PLANS ROOFING SEE ARCH SEE PLAN FOR ROOF SHEATHING AND FASTENING REQUIREMENTS SEE SCHEDULE FOR TRUSS FASTENINGS , 2X SUB FASCIA---"\n SOFFIT TO MEET COMPONENT AND CLADDING DESIGN PRESSURES NOTED ON S1.3 8"X20" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOT AND #3 STIRRUPS ® 24" OC PRE-ENGINEERED ATTIC ROOF TRUSSES (DESIGNED BY OTHERS) 40.13• NAVD 8" MASONRY WALL REINF W/ 9 GA LADDER TYPE REINF ® 16" OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC 3. ADJACENT TO OPENINGS 4. AS SHOWN ON THE PLANS ARE WORK SUBJECT To ANY CORRECTIONS REQUIRED BY FIL LD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH AI.L APPLICABLE CODE'&. iu'1W� .vW 14, ESti S; a,LAf;da7{p"�"y i hrr.w � 15"n eareati 4eu$aud>rN w.hB d,�' °�']°]It.12"tin ew G.4/W "vY n.3. ti�wllai nk� N.W±r�.+.riti+�+3w F�• �E �Wef1�'� ry� " 'tded",J`1Y'"VorY. �ti4 FII� r1PY a m STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF 8"X20" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOT AND #3 SECOND FLOOR 29.13' NAVD w < N m ¢ m J`r r _ STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF STIRRUPS ® 24" OC • I SECOND FLOOR � 29.13' NAVD CONCRETE BEAM CB8 _ 8" MASONRY WALL REINF W/ 9 GA LADDER TYPE REINF ® 16" OC AND #5 VERT REINF IN CONC FILLED T CELLS AT THE FOLLOWING LOCATIONS -I' 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC 3. ADJACENT TO OPENINGS 4. AS SHOWN ON THE PLANS (1) COURSES 8" U-BLOCK REINF W/ #5 CONT FULLY GROUTED z z w p a TOP OF WALL CONSTRUCT REMAINDER 5 VERT REINF ® 32" # OF WALL PER DETAIL OC FULLY GROUTED _ _ 21.70' NAVD cwipr N a D m g STRUCTURAL SLAB, ,SEE PLAN FOR THICKNESS AND REINF SECOND FLOOR 29.13' NAVD FRANGIBLE MASONRY WALL REINF W/ 9 GA LADDER TYPEE REINF ®16" OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC 3. ADJACENT TO OPENINGS 4. AS SHOWN ON THE PLANS SEE TYPICAL DETAIL FOR CONSTRUCTION OF o I < g � hFRANGIBLE � a P G Fi B" MASONRY WALL REINF WITH 9 GA LADDER TYPE REIN F ® 16" OC AND #5 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC 3. ADJACENT TO CONSTRUCTION JOINTS PROVIDE CONSTRUCTION JOINTS SPACED A MAXIMUM 5'-0" OC IN ACCORDANCE WITH TYPICAL DETAIL �� ��XISTING REINF TO TO BE CUT I FLUSH WITH TOP OF PARTIAL E E CONSTRUCTUED SITE WALL _ _ ,�' h `' 8"X16" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOT AND #3 STIRRUPS ® 24" OC � FRANGIBLE WALL AND FOOTING FINAL GRADE- - .A- G FRANGIBLE 4" 16.30f FIBERMESH F CONCRETE SLAB aa a lte— m_ " •' 1-.-. . 1 11. 1 H11-: 8" MASONRY WALL REINF W/ 9 GA LADDER TYPE REINF ® 16' OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2, MAX 32" OC 3. ADJACENT TO OPENINGS 4. AS SHOWN ON THE PLANS w 6 o 0 N < a m L STRUCTURAL SLAB, SEE PLAN FOR g THICKNESS AND REINF FIRST FLOOR 17.80' NAVD ..__._...._.� //J/ �� 6 MIL POLY VAPOR GRADE BEAM / BARRIER FINAL GRADE FRANGIBLE STEMWALL - -"--AUGERCAST AND FOOTING PILE E, I ° h I I TYPICAL WALL a SECTION RESIDENCE JOINT gZn PORTION OF SITE WALL PREVIOUSLY CONSTRUCTED EXPANSION JOINT FRANGIBLE 4" THICK FIBERMESH REINFORCED SLAB ON GRADE EXISTING GRADE TTO EXISTING RBREAK FACE SHELL IL it u GARAGE FLOOR SEE PLAN FOR REMAIN w am l ELEV VARIES FOUNDATION w -DRILL AND EPDXY #5 EXISTING FOOTING a aJa 14.34' TO 14.17' NAVD DOWEL (MIN 5" EMBED) TOP OF GRADE BEAM GRADE BEAM XGB1 I AUGERCAST f PILE TYPICAL WALL \ SECTION GUEST ]HOUSE FRANGIIRLI�SITE WALL SCALE 1/2'=1'-O" PREFORMED GASKET TYPICAL CONSTRUCTION JOINT SCALE AS NOTED Z O J co(n DNM Q c LZL � C g ILL m a00 Us Q Z W 0 o W- 0 o Q 0 ow z0 Zt of LU go> N CD O ZozWC n, N A W -D H^ J �L cn�u�iN Wooer J /r Z ¢ mLL W Z LU Liq v >N J a� 1 ZN VJ !�Z' U ILL0 F- J J z O Q U z LLJ a_ U) D' 0 L w 0U1 0 w Of I- O ¢z W O UJ 0 O a O Of a ❑ JOSEPH W. SCHULKE R. REG. NO. 47048 ❑JODAH B. BITTLE R. REG. NO, 57396 P. STODDARD FL. REG. NO. 51605 SHEET S4.1 PROJECT NO. 1 1-074 SCALE 1 /2'=1 '-O" SCALE 1/2'=1'-O" Project: I I I I I - J COVERED TERRACE l_ IIIII =lVI`N 16/5 POOL EOUIPMENT BY OTHERS. SEE HOUSE LOAD CALCULATION FOR EGUIPMENT ALLOWANCES. mom KITCHEN e 1so KITCHEN HOOD BY OTHERS 20/5 - - T (-370 CFM) 4"0 12/5 AHU-1 2-TON 670 CFM CU-1 SUPPLIES AMU-1, 2 & 3 CU-2 SUPPLIES AHU-4 & 5. CU-3 SUPPLIES AHU-6 & 7. CU-4 SUPPLIES AMU-B. CU-1 CU-2 CU-3 CU-4 4-TON 4-TON 4.4-TON 3-TON MEDIA ROOM (2) 192% x 2"W DRYWALL SLOT RETURNS WITH 198"L x 40"W x 5"H RETURN DUCT. LOCATE PER �Y OWNER/G.C.. IF A MANUFACTURED SLOT RETURN IS USED, SIZE PER MANUFACTURER SPECIFICATIONS. 20/5 II II 20/5 AHU-3 1V x 16" R.A.G7] 370 M (-370 CFM) GREAT ROOM B so I I I I zzo I L-__--J -_-J 12/5 FOYER L.] POWDER ROOM EF-1 6"0 ya CFM THESE PLANS AND ALL PROPOSED WORK FILE 0,0PY ARE SUdd'Y T <p7Y r^ ;rTFr;TIZ% REOU� -_T �.'�� .a?1&RMYAT MAY `JJoim'.R, TO) �T� n a Ono A '.• J, .. p.n .'. bl iYFaVdri+:.N. uv y,ix L:+:ei ii4.w}�wl{�ai}• G6vCirr YvVY%c! GENERAC LP GENERATOR AND CONCRETE GENERATOR PAD BY OTHERS ENTRY I COVERED ENTRY COURTYARD 2 CAR GARAGE F - - I L_ 1 AVALON BEACH MODEL - C 6408 OCEAN ESTATES COURT HUTCHINSON ISLAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 2/13/12 FINAL ARCHITECT: Atelier d"Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax (772) 766-1611 cell SEAL: Drawing Title: 1 ST FLOOR MECHANICAL PLAN Reference North Drn: Dwg. File: J.L.R. Chd: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: AA26001760 a 0 Lic. NO.: A 6 0 Date Sign[9EB 16 2 CaPpi0k 0 21M1, MOW dAr Ib Wm BY I L Rd, " Project: FILL COPY TOILET EXHAUST TO WALL CAP 95a���Yr5 aFl p':,^' �a it :��F'i pi•.�P"� yT. �"JT!p.•�„ d ��� auur.aY�we lr�{a, yq,ryYYbNYnY�N�Gt Y�YYC('���Q, 1' �G.tA�}+p YO�Y1S.}'Y ¢p1 CODE, �A THESE PLANS AND ALL PROPOSED WOR4C ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIZLD INSPECTORS THAT WAY BE NECESSARY IN O^DER TO COMPLY WITH ALL APPLICABLE aor)F AMAZON BEACH MODEL - C 6408 OCEAN ESTATES COURT HUTCHINSON ISLAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 2/13/12 FINAL ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax Drawing Title: 2ND FLOOR MECHANICAL PLAN Reference North '7w Drn: Dwg. File: J.L.R. Chd: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: A94653 760 0 Lic. No.: AR94C653 lo-AP 2. Date Signed: EB Project: Y F1 Lr"-�. THESE PLANS AND AL L PPOPO FD WOF;:ARE SUBJECT TO ANY C R11ECTIONS REal11RED BY Fit_' ?HAT MAYBE NECESSARY IN :i'tDl_R TO COMPLY WITH ALL APPLIC:A,.4,E,. ti{:Iei u. p tm^•`�e� i^.ipy�,dA 1�Pp Prl^"�:',�i'-y 6�ixwivr'Ii:'Y'i�4oJ u#ss Ye iAy.c Yu.Yq " 4T y f.'. �1a'°`•A �dg �'1hDv.ra t.f.alow#z 1.r a+f ieSaI -1"10 TOILET EXHAUST TO SOFFIT Aq" AVALON BEACH MODEL - C 6408 OCEAN ESTATES COURT HUTCHINSON ISLAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 2/13/12 FINAL ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax (772)766-1611 cell SEAL: Drawing Title: 3RD FLOOR MECHANICAL PLAN Reference North J.L.R. Chd: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: AA26001C76�O�A ' � 4 � O Lic. No.: AR94653 \`// Date Signed: Copyright © 2011,. AtWw d'Architechre Sy d L Roy. LLC Project: TURNING VANES — WITH SHEET METAL SCREW FASTENERS PROVIDE CLASS 1 FL DUCT TO DIFFUSERS CONDENSING UNIT 2' MIN. BETWEEN CU UNITS MAIN TRUNK DUCT "-45. FLARED TAP j INTO TRUNK DUCT VOLUME CONTR01 DAMPER CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT INSULATED ROUND NECK CEILING DIFFUSER SPIN COLLAR/TURNING VANE DETAIL N.T.S. T 12) CONCRETE ANCHORS (TYPI 4" THICK CONCRETE BASE 4"01 -- BY OTHERS L/S CHASE NOTES: x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OF SUCTION LINE W/1/2" ARMAFLEX INSULATION & BARRIER CONDENSING UNIT DETAIL 1TON 2 TON 2.5 TON 4 TON 4.4 TON 2 TON GROUND MOUTED COMMAND RUT SECURING REGIARMENTS (FMC 30tav •gip SCREWS CONDENSING UNIT HENRIT 1 C-12, 2 12' - 24' 3 24'-w ENGINEER TREATER THAN 36' SPIXFED OR MORE THAN 5 Tpl WS ARE TO BE 014 AND IN C@FUANCE WITH LIQUID LINE W/O INSULATION MAX ANGLE 49' (TYP.) SEAL OPENING AGAINST INSECTS, ETC. REFNR. LINES RUN FLAN CO�R 'In AIR CONDITIONING DATA QTY. UNIT NO. MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER/EER TOTAL O/A FAN E.S.P. - IN ELECTRIC SUCTION & LIQUID LINES MODEL MODEL N0. WATER HEAT 2 gU3 LG - ARNU123B1G2 35.2 - VARIABLE - 0.08 - PER MFG. 2 4 AHU LG ARNU24382132 21.6 - VARIABLE - 0.08 PER MFG. 1,4,5&6 2 bU- LG ARNU303NJA2 30.0 - VARIABLE - 0.00 PER MFG. 7 3 CU2 LG ARUN047GS2 - 48.0 - 9.5 EER VARIABLE - - PER MFG. 1 C3 LG ARUN053GS2 - 53.0 - 9.0 EER VARIABLE - - PER MFG. 1 C4 LG ARUNO36GS2 - 36.0 - 11.1 EER VARIABLE - - PER MFG. A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. 2) PROVIDE PULL DISCONNECTS. 3) DIGITAL PROGRAMMABLE MULTISTAGE THERMOSTAT TO BE INSTALLED FOR EACH UNIT. 4) PROVIDE START KIT. ELECTRICAL DATA COMPRESSOR OFM IFM ELECTRIC CONDENSING UNIT AIR HANDLER UNIT UNIT NO. V/P/Hz HEAT QTY FLA LRA QTY FLA HP FLA MIN. CAPACITY MAX FUSE IN. CAPACITY MAX FUSE AHU- 230/1/60 1 N/A i PER MFG. 2 & 3 AHU- 230/1/60 4 N/A 4 PER MFG. 1,4,6&i AHU- 230/1/60 1 N/A 1 PER MFG. 7&8 CU 230/1/60 1 1 25.5 PER MFG. 1,2 CU 230/1/60 1 1 29.8 PER MFG. 3 CU 230/1/60 1 1 ITT PER MFG. 4 AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT 12" x 12" NECK 4-WAY B SUPPLY CEILING O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT 9" x 9" NECK 4-WAY C SUPPLY CEILING O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT 6" x 6" NECK 4-WAY D SUPPLY CEILING O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT 6" x 6" NECK 3-WAY E SUPPLY SIDEWALL O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT 9" x 9" NECK SIDE WALL F SUPPLY SIDEWALL O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT 6" At 6" NECK SIDE WALL R/A RETURN CEILING O.B.D. PER OWNER/ARCHITECT PER OWNER/ARCHITECT SEE PLANS FOR SIZE AIR TERMINAL NOTES: 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE 11 STANDARD FINISH TO BE WHITE FOR ALL DEVICES. CRITERIA OF 20 -25 THROUGH GRILLES. 21 ALL DIFFUSUER TYPES MIGHT NOT BE USED. REFRIGERANT LINES AIR HANDLING .... ..... UNIT . SECONDARY • •RETURN AIR CONDENSATE ;SUPPLY AIR DRAIN W/ FLOAT SWITCH Li FILTER NEOPREME PAD VIBRATION ISOLATORS AIR HANDLER UNIT MOUNTING DETAIL N.T.S. DECK ON TOP OF SLAB DECK OR ENGINEERED TRUSS AIR CONDITIONING SPECIFICATION GENERAL x DRAWINGS ARE DIAGRAMMATIC. 00 NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. . THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. . ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB -CONTRACT. . CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. . CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. . ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. . ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. . ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. . ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. . THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. EQUIPMENT SHALL BE U.L. APPROVED. . ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. INSTALLATION . THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN ON THE PLAN. . SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. . THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, CONTRACTORS, SMOKE DUCT DETECTORS, ETC. . THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND INSTALL ALL CONTROL WIRING. . A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE FIBERGLASS DUCT BOARD, TYPE 800 (UL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. . ALL DUCTWORK SHALL CONFORM TO S.M.A.C.N.A. STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS. . ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. . BRANCH TAKEOFFS MUST BE PROVIDED WITH APPROVED, ADJUSTABLE, ACCESSIBLE AIR SPLITTER DAMPERS. . ROUND DUCT ELBOWS SHALL HAVE AN INSIDE RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. . CLAMP FLEXIBLE DUCTS TO COLLARS. CLASS 1 ROUND FLEXIBLE DUCT SHALL BE USED FOR ALL FLEX RUNS. . ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. . ANY DUCTWORK ABOVE THE ROOF TO BE SHEET METAL, WEATHERPROOFED AND PAINTED. INSULATION TO BE 2" THICK, RIGID ON INTERIOR AND INSTALLED IN AN APPROVED MANNER. . INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH ON/OFF CONTROLS) OF AIR HANDLER. . AIR DISTRIBUTION ACCESSORIES SHALL BE PER SCHEDULE ON PLANS. REFRIGERANT PIPING TO BE TYPE "K" COPPER WITH SOLDER FITTINGS. INSULATE ALL REFRIGERANT SUCTION LINES WITHIN BUILDING SPACES WITH 1/2" ARMAFLEX OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. . CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO SO. . SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. . ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. . MOUNT THERMOSTATS 4'-0" ABOVE FLOOR, UNLESS NOTED OTHERWISE. . THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. . FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS WHEN APPLICABLE. . FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND WHERE REQUIRED BY CODES. PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. WARRANTIES . CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. . CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS WITHIN 10 PERCENT OF THE DESIGN VALUES. SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT. THESE PLANS AND A'..L PR0­C;_D WORT: ARE SUBJECT TO ANY CORr ECTIONS REQUIRED BY FIELD IIV��p-EctOnS THAT MAY BE NECESSARY IN ORDER To COMPLY WITH ALL APPLICAULE C6094, EXHAUST FAN DATA FAN # EF-1 MANUFACTURER BROAN QTXE050 CAM 50 E.S.P. IN. WG. 0.100 RPM - ROOF CURB TYPE - DIRECT DRIVE - 1200 ELECTRIC V/O/HZ 0.3 A 60 .3 AMPS OPERATING WEIGHT 13.2 LBS ACCESS. - ROOF CURB TYPE - FIRESTAT - BACKDRAFT DAMPER - DISCONNECT SWITCH - SPEED CONTROL - - X - REMARKS x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. R REDUCER BOX-R N.T.S. T TERMINATION BOX-T N.T.S. NOTE: REDUCER AND TERMINATION BOXES TO BE 2"BIGGER THAN LARGEST DUCT ENTERING IT. COORDINATE PLACEMENT OF ALL DUCT WORK WITH OTHER TRADES PRIOR TO INSTALLATION. AVAL_ON BEACH MODEL_ C 6408 OCEAN ESTATES COURT HUTCHINSON ISLAND FORT PIERCE, FLORIDA Key Plan: 1 , a pIi i v F, • cA1 . y _..� iuA�k) z 1I ,1J La ✓+w+u he.�l1 •Wa WWw� �:W6 J'd iY, YS1Y t1 tl,pY L1 }� 9YY( h((NYu➢6�5 e�"iJY f X. rn r t n •. i•. kairt+''. •�1a,mhiYixo. tV�w:�... Issues: No.: Date: Description: 1. 2/13/12 FINAL ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (/ /2) "/7U-9622 ph/tax (772) 766-1611 cell SEAL: Drawing Title: MECHANICAL NOTES, DETAILS & SCHEDULES RCICI CIIUC INUr Lri Drn: Dwg. File: J.L.R. Chd: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: AA26001760 h A 4.O Lic. No.: AR94653 94CC653 16A�\1/� Date Signed: Cupydg d © 20I1, Atelbr d'Architecture By J. L. Roy. LLC Project: POOL EQUIPMENT BY OTHERS. SEE HOUSE LOAD CALCULATION FOR EQUIPMENT ALLOWANCES. B-34 WP CU-1 CU-2 CU-3 CU-4 4-TON 4-TON 4.4-TON 3-TON 4 WP A B-2,4 _. B-6,8 B-10,12 r- B-14,16 TV o C A-13 `WA_2 VA-2 TO SWIT 0 A- A-4 A-13 A-15 A-13 -W A-15 A-15 D/W I W A-25 A-21 SINK 7^'r/ VI�Qv A_27 A-13 ! A-25 A-21 B FOR A-4 A J \ _ KITCHEN HOOD MIC MEDIA ROOM — A_2 \ A-11 TV II I o A-19 A-2 FOYER % I A-1,3 A-5,7 FREEZER REF IKITCHEN A-9 A-2 / I I A-2 A-4 o o I J / / A A-25 - -- -- B-18,20 — A-21 A-2� AHU B-34 1 A A-21 WP A-4 WP A-23 B-34 AHU-2 AHU- � / -22,24 — --- ' �. A-6 B-34 A-33 \ , GREAT I / I. A-8 wP ROOM / COVERED TERRACE " I �II4 �''� I� I� WP 4 WP A-6 E \75�' L 8-34 ii TV ibA-8A-8 A-6 A-6 at n ti%A-8 ►-4 POWDER 1 ROOM PANEL -A GENERATOR NOTES: 1) GENERATOR CONTRACTOR TO LOCATE GENERATOR PER AUTHORITY HAVING JURISDICTION. 2) GENERATOR TO HAVE DEMAND PRIORITY MODULE. CONTRACTOR TO CREATE PRIORITY LIST WITH OWNER PRIOR TO COMMENCEMENT OF WORK. EXAMPLE PRIORITY LIST: #1) LIGHTING #2) REFRIGERATOR #3) A/C-1 #4) ICE STORAGE #5) OVEN #6) A/C-2 #7) SMALL APPLIANCE #8) WATER HEATER #17) 2ND FLOOR LIGHTING #18) A/C-3 #19) 2ND FLOOR POWER #20) LANAI / POOL BATH THE LAST ITEMS ON THE LIST WILL BE THE FIRST ITEMS TO BE CUT OFF BY THE PRIORITY MODULE WHEN THE GENERATOR IS AT PEAK POWER. GENERATOR & PRIORITY MODULE MANUFACTURER AND MODEL SPECIFIED BY GENERATOR CONTRACTOR. ENTRY COURTYARD ENTRY WALL LIGHTS B-22 LANDSCAPE LIGHTS WH-1 .33 :WP B-33 WP LIGHTING NOTES: 1) ALL LIGHTING AND CEILING FANS SPECIFIED BY OWNER. 2) ALL PANEL AND BRANCH CIRCUIT RATINGS ARE CALCULATED USING 40W INPUT PER INTERIOR & EXTERIOR LT FIXTURE ; EXEPTIONS: 120W PER BATHROOM LT FIXTURE & 150W PER FLOOD LT. 3) SERVICE SIZING CALCULATION DONE BY USING NEC METHOD. 4) ALL INTERIOR & EXTERIOR LIGHTING TO BE 120V OR LESS. 5) ALL EXTERIOR LIGHTING TO BE LABELED "UL LISTED WET LOCATION." 5) SITE LIGHTING BY OTHERS. -y T_ B-35,37 2 CAR GARAGE Ja +a+w ur.td �iN Ju iu ii epa61i6iallm �1 J1rr}'e . lAeGm�iluw. rvui+VAiiu'r� THESE PLANS AND AI.L ^Er},t - ARE SUBJECT TO.A;VY{.,;•.. REQUIRED BY FIELD LP GENERATOR AND MAY BE NECESSAHV CONCRETE GENERATOR COMPLYWITH ALL PAD BY OTHERS 8-29 COVERED ENTRY e-x ro- \ 33 WP B-29 \ � — � I I I I\ LANDSCAPE LIGHTING ATS PANEL-B PANEL-MDP u DISCO. METER 400AR 400AF ALL INTERIOR RECEPTACLES SHALL BE MOUNTED HORIZONTALLY IN BASEBOARD. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AFCI OR GFCI TYPE. GARAGE AND KITCHEN RECEPTACLES SHALL BE GFCI (al 18" A.F.F. UNLESS OTHERWISE NOTED. SEE PAGE C-4 "SITE PLAN" FOR EXTERIOR LIGHTING KEY & LAYOUT. EXTERIOR LIGHTING SHALL COMPLY WITH FLORIDA TURTLE LIGHTING REQUIREMENTS. AVALON BEACH MODEL - C 6408 OCEAN ESTATES COURT HUTCHINSON ISLAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 2/13/12 FINAL ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach. Florida 32960 (772) 770-9622 ph/fax (772) 766-1611 cell SEAL: Drawing Title: 1 ST FLOOR ELECTRICAL PLAN Reference North Drn: Dwg. File: J.L.R. Chd: Project Nc J.L.R. 1119 Sheet No.: Reg. No.: AA26001760 ^ 4 0 Lic. No.: AR94653 FEB 16 2t//j1� Date Signed: Copyright © 2W1, Ateliar d'Architecture By J. L. flay, t12 Project: A-12 TV A-29 A TV 1 A-12 -12 A-27 A- r- - - - - - - `. - - . r ►` � - 8-32 HIS 1 A_2 B 32 I �I 1"-12 HIS R A-1�' A-93 MASTER BEDROOM I Tv A-38 A-27 BAT ® ❑ ❑ BA CON I / A-z7�► ' COVERED WALKWAY \ 1 I FOYER ry B-30 \ I. J I ov. \.. II I A-27 A-29 - 1 \ l SITTING \ I A-25 1 V \ lJ AHU-5 / 8-5,7 CENTRAL A-29 \ \ I A-14 VACUUM C3. B_T2 � (1 8-32 8-32 O "-29 TV S B-34 A-25 AUN RY FJLr'-," L B-30 GUEST BEDROOM A-29J� B-36 32 A-14 A-14 TV A-14 A-32,34 A-30 A-26 2 - ` B-30 O B-34 \ \ OVERED — ❑ TERRACE A-33 Tv � i ST ATH A 16 8-34 A-16 A_20 A-20 \ p A-18 B_30A-29 TV B-36 � -30 AHU-8 }' HER Gc �rW45 ft \ \ W.I.0 / DRESSING -,3as _31 " A-2U ki�aLYaael i3Y0@'1 RakY I�imdrs:�a�ia / y IS �w±RFsy \ ❑O I I "-31 A-20 ` HER �—Q - C r Ev l . n CIL aw ( B-34 MASTER T B-3o I B-34 \ o •. BATH B-36 B-34 A-16 SITTING ROOM I \ 8�134 A-30 O� �-1 Tv A-18 GUEST BEDROOM I \ A-16 � A-16 A-20 \ I 8-34 O (884" A-38 A-18 (1P(3SEp We,;;, B-36 B-30 THESE PLANS AND All- PR ARE SUBJtl ECT TO ANii551wLCTOR'; REQUIRED 9Y 4` B-36 L_ — MAY OE NECEs-+ARY f'�+ adii�ER 7L1 8-36 COMPLY YJ'ITH ALL ARP 19'A"a GQQF'g ry F �' g11�Wt� WIi �I •,'u4 iJ F F l AVALON BEAC MODEL - C 6408 OCEAN ESTATES COURT HUTCHINSON ISLAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 2/13/12 FINAL ARCHITECT: Atelier d'Architectu By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 Drawing Title: 2ND FLOOR ELECTRICAL PLAN reference North Drn: Dwg. J.L.R. Chd: Projec J.L.R. 11' Sheet No.: teg. No.: AA c. No26001760 ` i.: AR94653 Ffl i6 1 )ate Signed: WYlght Q 2011. Atalbr d'Arehltaahn By d. L Ray. LLC