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HomeMy WebLinkAboutBUILDING PLAN PAGE 46-70CONCRETE WALL, SEE PLAN 2' MIN 4"� (2) #5 CONT TOP OF MASONRY gk FINISHED 18.67' NAVD GRADE (1) COURSE OF 8" MASONRY U-BLOCK REINF MASONRY W/ #5, FULLY GROUTED WALL STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FINISHED FIRST FLOOR GRADE 16.00' NAM Z -GRADE BEAM, K SEE PLAN BASE FLOOD ELEAVATION O 14.00' NAM BREAKING WAVE CREST 13.80' NAM I�.AUGERCAST PILE (BEYOND) A SCALE 3/4'=1'-0" I MASONRY WALL i (BEYOND) I I I I I I STRUCTURAL SLAB, SEE PLAN FOR I I THICKNESS AND REINF I I 3" STEP SLOPE SCALE 3/4"=1'-O" SITE WALL, SEE SHEETS- S5.1 & S5.2 15.67' NAM f v N z SCALE 3/4"=1'-O" STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD 17GRADE BEAM, SEE PLAN • BASE FLOOD ELEAVATION� 14.00' NAVD Y BREAKING WAVE CREST_, U80' NAVD Y / L,AUGERCAST PILE (BEYOND) STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR'q SLOPE 16.00' NAM -.GRADE BEAM, • SEE PLAN BASE FLOOD ELEAVATIONO 14.00' NAVD Y BREAKING WAVE CREST 13.80' NAVD T I,.AUGERCAST PILE (BEYOND) I CONCRETE COLUMN (BEYOND) I I STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD FINISHED • GRADE z U GRADE BEAM, � SEE PLAN L84SE FLOOD ELEAVATION 14.00' NAVD BREAKING WAVE CREST 13.80' NAM _ I.-.AUGERCAST PILE (BEYOND) SCALE 3/4"=l'-0" MASONRY WALL STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF L:3" STEP SLOPE I MASONRY WALL (BEYOND) I I I I STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD GRADE BEAM, z SEE PLAN • BASE FLOOD ELEAVAT/0N 14.00' NAVD �- BREAKING .WAVE CREST 13.80' NAM [�.AUGERCAST PILE (BEYOND) SCALE 3/4"=1'-0" - - - - - - - - - - - - Lij ^j U w� GRADE BEAM, t SEE PLAN GRADE BEAM (BEYOND) I I / I�AUGERCAST PILE �(BEYOND) SCALE 3/4"=1'-0" MASONRY = = MASONRY WALL WALL `-� STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FINISHED FIRST FLOOR FINISHED GRADE 16.00' NAVD GRADE GRADE BEAM, • SEE PLAN •� BASE FLOOD £LEAVATION}� 14.00' NAVD BREAKING WAVE CREST 13.80' NAVD I,.AUGERCAST PILE (BEYOND) D SCALE 3/4"=1'-0" \ STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD ---�GRADE BEAM, SEE PLAN • • • •� BASE FLOOD ELEAVATION 14.00' NAM BREAKING WAVE CREST STRUCTURAL SLAB, I I 13.80' NAVD SEE PLAN FOR AUGERCAST PILE THICKNESS AND REINF (BEYOND) RAILING (BY OTHERS) SECOND FLOOR 29.E Ab4V0 • 0 s STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00NAM e U W x r o IN GRADE BEAM, I co `� 0z N SEE PLAN 3 a 3 < N 94SE FLOOD ELEAVATION J Z J 14.00' NAVD W 64 Q - - BREAKING WAVE CREST v " �POL8 maw 13.80' NAVD I. AUGERCAST PILE (BEYOND) Fir Wow ww39�pmio€w �a�W�rcQa�Ns ior�oawo�m�g ¢¢r V Z 4�� SCALE 3/4"=l'-O" wo��w�6G�w d Z cl, co U J a) c� 04 J 0- Q� W O) LL yr Q �(U0 W CD W J O m Q O ZooW z w Zo> U) Q N ' o.) oNrn W O STRUCTURAL SLAB, 2 ' SEE PLAN FOR W THICKNESS AND REINF FIRST FLOOR J C.5 U) zz 0 SLOPE 16.00' NAVD L- fM o CONCRETE STAIR 15.67 NAM _ -I Z < LL Do ON GRADE, SEE W 2 �- TYPICAL DETAIL ' W w W LdQ U > N GRADE BEAM, j (NO 0) kVER SEE PLAN WAY — — �1 V Z BASE FLOOD ELEAV.ATION 14.00' NAM I co Z N BREAKING WAVE CREST 13.80' NAM I,.AUGERCAST PILE (BEYOND) I V LI 1 SCALE 3/4"=l'-O" RAILING (BY OTHERS) VARIES SEE PLAN TOP OF SLAB 28.50' NAVD STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF CONCRETE BEAM, ,• SEE PLAN SCALE 3/4"=1'-O" LLV 3x5xY4 CONT FASTENED W/ %- HILIT KWIK BOLT 3 (MIN 4X- EMBED) ® 24" OC METAL DECK, _ SEE PLAN SECOND FLOOR 29.00' NAVD �TEEL JOIST, SEE PLAN CEILING I MASONRY WALL (BEYOND) I CIO Z O U W V) (n N O ry U O Ll w U a a Z W 1! U Q o -!� Ld z a 0 w � z z W Z O O x o L` P, O W F V) O IL O a- a WGINEER� N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITIIE AFL REG. N0. 57396 fIRWAM P. STODDARD 7605 L SHEET 'cS3.2 �'RR@ ZT NO MASONRY WALL TOP OF 7TE BEAM 28.67' NAVD 8"x16" CONCRETE TIE BEAM REINF W/ (2) #5� TOP AND BOTT & #3 STIRRUPS ® 18" OC MASONRY WALL LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 / (MIN 4)¢" EMBED) 0 24" OC METAL DECK, SEE PLAN -- SECOND FLOOI ' b 29.00, NAVD STEEL JOIST, SEE PLAN SCALE 3/4"=V-0" CONCRETE WALL, SEE PLAN MIN 4" (2) #5 CONT • TOP OF MASONRR 3T.67' NAVD (1) COURSE OF 8" MASONRY U-BLOCK REINF _ W/ #5, FULLY GROUTED MASONRY WALL LLV 2Yzx4xY4 CONT METAL DECK, 'r1 SEE PLAN - -- -- �- SECOND FLOOR TOP OF TIE BEAM 29.00' NAVD 28.67' NAVD TYPE.A EMBED, SEE SCHEDULE ZSTEEL JOIST, SEE PLAN CONCRETE BEAM,J� I" SEE PLAN II PROVIDE POCKET IN BEAM AS 2" REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED CONCRETE WALL, SEE PLAN SCALE 3/4"=V-0" LLV 2Yzx4xYa CONT METAL DECK, SEE PLAN SECOND FLOOR --- 29.00' NAVD TOP OF STEEL 28.29' NAVD DEEP SHOE STEEL JOIST, SEE PLAN SCALE 3/4"=V-0" MASONRY WALLS MASONRY LLV 3x5xY4 CONT FASTENED WALL W/ %" HILIT KWIK BOLT 3 LLV 2J2x4xY4 CONT (MIN 41z" EMBED) ® 24" OC METAL DECK, SEE PLAN METAL DECK, = SEE PLAN -.._.-- TOP OF TIE BEAM = 29.00' NAVD g TOP OF TIE BEAM Y 28.67' NAVD 28.67' NAVD TYPE A EMBE rF SEE SCHEID 8"06" CONCRETE TIE 8%16" CONCRETE TIE STEEL JOIST, BEAM REINF W/ (2) #5 BEAM REINF W/ (2) #5, SEE PLAN TOP AND BOTT & #3 TOP AND BOTT & #3 STIRRUPS ® 18" OC STEEL JOIST, STIRRUPS ® 18" OC SEE PLAN p CEILING' -. `CEILINV = PROVIDE POCKET IN BEAM AS MASONRY-- WALLS REQUIRED. PACK W/ GROUT MASONRY v , AFTER AFTER JOIST IS INSTALLED DOOR CONTRACTOR TO COORDINATE RECESS FOR DOOR TRACK #4 CONT " STEP METAL DECK, SLOPE SEE PLANILI STEEL BEAM, SEE PLAN STEEL JOIST, SEE PLAN SCALE 3/4"= V-0" RAILING (BY OTHERS) VARIES SEE PLAN TOP OF BEAM 28.50' NAVD CONCRETE BEAM, SEE PLAN LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 02" EMBED) ® 24" OC METAL DECK, SEE PLAN SECOND FLOOR,, 29.00' NAVD Y -7 STEEL JOIST, SEE PLAN MASONRY WALL (BEYOND) SCALE 3/4"=V-0" LLV 2)TZx4xY4 CONT METAL DECK, SEE PLAN SECOND FLOOR - --- 29.00' NAVD TOP OF STEEL 28.29' NAVD DEEP STEEL JOIST, SHOE SEE PLAN. SCALE 3/4"=1'-0" SCALE 3/4"= V-0" METAL SEE VARIES SEE PLAN ` STEEL JOIST, SEE PLAN WELDABLE ,�REBAR POUR CONCRETE REINF W/ #4 CONT FOR / MASONRY BEARING Z 2" STEP METAL DECK, J SLOPE `SEE PLAN "r- STEEL BEAM, SEE PLAN STEEL JOIST, SEE PLAN LLV 3x5xY4 CONT FASTENED W/ HILIT KWIK BOLT 3 (MIN 4Y2" EMBED) ® 24" OC -- -- --- SECOND�FLOOR,�, 29.00' NAVD Y 8%16" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC CEILING (BY LLV 2YcCONT4� 28.75' NAVD TOP OF BEAM 28.50' NAVD CONCRETE BEAM, SEE PLAN I I DOOR MASONRY WALL MASONRY COLUMN I(BEYOND) (BEYOND) I � POUR CONCRETE REINF MASONRY BEARING METAL DECK, ] DEEP METAL DECK, SEE PLAN LLV 2kZx4xYa CONT SHOE SEE PLAN ///- 2" STEP _SLOPE SECOND FLOOR 29.00' NAVD TOP OF BEAM TYPE A EMBE SEE SCHED 28.29' NAVD STEEL JOIST, SEE PLAN STEEL JOIST, SEE PLAN PROVIDE POCKET IN BEAM AS CEILING STEEL BEAM, REQUIRED. PACK W/ GROUT SEE PLAN AFTER JOIST IS INSTALLED CONCRETE COLUMN 11----(BEYOND) I u SCALE 3/4"= V-0" MASONRY WALL LLV 3x5xY4. CONT FASTENED I W/ %" HILIT KWIK BOLT 3 WALMASONRLL--l=. (MIN 02" EMBED) ® 24" OC = LLV 2Y2x4xY4 CONT METAL DECK, iq SEE PLAN � METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD TOP OF TIE BEAM TOP OF TIE BEAM 28.67' NAVD -- SEGC)AD FLOOR - 29.00' NAVD 28.67 NAVD TYPE A EMBED, STEEL JOIST, SEE SCHEDULE SEE PLAN STEEL JOIST, /SEE PLAN 8 x16" CONCRETE TIE MASONRY BEAM REINF W/ (2) #5 WALLS TOP AND BOTT & #3 STIRRUPS ® 18" OC -MIN SCALE 3/4"=1'-0" RAILING (BY OTHERS) LLV 2Y200 CON' 28.75' NAVD TOP OF BEA, 28.50' NAVD CONCRETE SEE CONCRETE COLUMN (BEYOND) I I METAL DECK, SEE PLANK��'���p� SLOPE SECOND Y ' - 29.00' NAVD TYPE A EMBE SEE SCHEDI.JI= \-STEEL JOIST, SEE PLAN —. CEILING PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED SCALE 3/4"=1'-0" CONCRETE SEE CEILING 1 PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED CONCRETE COLUMN �.�-(BEYOND) I I SCALE 3/4"=1'-0" METAL DECK, (2) #4 CONT SEE PLAN LLV 2)¢x4xY4 CONT STEP VARIES, METAL DECK, SECOND FLOOR - - SEE PLAN SEE PLAN 29.00' NAVD .:. .� VARIES SEE PLAN TOP OF STEEL 28.29' NAVD HSS 2)4x2)kxYa" STEEL JOIST, BLOCKING SEE PLAN HSS 4hx4YzxY4" BLOCKING STEEL BEAM, SEE PLAN STEEL JOIST, SEE PLAN UZ: J o0 J � Q N vi ¢(D J c 0 '0) L4 -i N g UL Q� ZO<— caCo Q LuoWJ DO Q O Z60W '^ v J SLU o > Q- N o) O O6 20N� W =Wo J zo�N r W 0 U m LL W r�,p w _ wQ U > N J ¢Ei _ ZN rl- � Lu Vi U () Z O LJJ (/) V) N O rK U O L� W U a Z Q W CIO Q 0 LiPQ a z a = LLi O x W H 0 Z (Y 0 W z O O x LL ;a, o O Ld Ew ED O CL O 0r 0- NGINEER CERTIF7CAIION ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITRE FL REG. NO. 57396 P. STODDARD 51WAM REG. NO. 57605 9 4 >) SHEET S3.3 SCALE 3/4"= V-0" ROJECT NO MASONRY WALL PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT - AFTER JOIST IS INSTALLED TOP OF BEAMS 28.67' NAVD CONCRETE BEAM, SEE PLAN�- LLV 21¢x4xY4 CONT_\ METAL DECK, SEE PLAN LLV 2X2x4xY4 CONT E 26.87' NAVD77 TOP OFNSS — —--- -- 26.54' NAVD L---- — — — -- TUBE STEEL, SEE PLAN PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT — AFTER JOIST IS INSTALLED (2) #5 TOP , I POUR STEPS INTO RAKE BEAM / TOP OF TIE BEAM 2736�' NAVDNA✓D-...... PRE —FABRICATED METAL ' S) STAIR BY OTHE * 8"x24" CONCRETE TIE BEAM REINF W/ (2) #5 L 4x5xY4 CONT FASTENED W/ HILIT KWIK BOLT 3 (MIN 4X- EMBED) ® 24" OC OPEN TO BELOW TOP OF TIE BEAM 28.67' NAVD 8"x16" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS 0 18" OC MASONRY WALL—�. BEARING WALL LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 412" EMBED) 0 24" OC CONCRETE BEAM, SEE PLAN LLV 21Y2x4xY4 CONT TOP CHORD EXTENSION, S P TYPE A EMBED, SEE SCHEDULE TYPE F EMBED, SEE SCHEDULE TOP CHORD JOIST EXTENSION, SEE PLAN METAL DECK, /—SEE PLAN 10' NAVD OF BEAM TOP OF NSS 26.54' NAVD TUBE STEEL, SEE PLAN PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED METAL DECK, SEE PLAN TYPE A EMBED, \—STEEL JOIST, SEE SCHEDULE SEE PLAN CONCRETE BEAM, SEE PLAN DOOR SCALE 3/4"=1'-0" METAL DECK, SHOWER SEE PLAN RECESS — �__f__ SECOND FLOOR 29.00' NAVD Y _STEEL JOIST, STEEL JOIST, SEE PLAN SEE PLAN CEILING RAILING (BY OTHERS) STAIR ,--�OPENING LLV 27ix4xX CONT L STEEL SEE SPIRAL STAIR FRAME (BEYOND)�_, I TUBE SEE STEEL BEAM, SEE PLAN METAL DECK, -SEE PLAN TUBE STEEL, SEE PLAN SCALE 3/4"=1'-0" RAILING (BY OTHERS) STAIR ,----OPENING LLV 2X2x4xY4 CONT� HSS 2X2x2hxY4"_ BLOCKING STEEL SEE RAILING (BY OTHERS) LLV 2Y2x4xY4 CONT 3'-0" MAX _ CANTILEVER STEEL BEAM, `CEILING SEE PLAN RAILING (BY OTHERS) OPEN TO ELOW LLV 2Xx4xY4 SECOND FLOOR CONT 29.0 TOP OF STEEL OIL 28.46' NAVD Y CEILING \—STEEL BEAM, SEE PLAN OPEN TO BELOW SECOND FLOOR il 29.00' NAVD ELEVATOR�� OPENING LLV LLV 2Y2x4xY4_ I SCALE 3/4"=1'-0" RAILING (BY OTHERS) MASONRY WALL OPEN OPEN BELOW TO �� BELOW METAL DECK, SEE PLAN LLV 212.x4xY4 SECOND FLOOR 10 FLOOR a < CONT Y 29.00' NAVD 29.Op�' NgVpNAVD TOP OF STEEL TOP OF STEEL 28.46' NAVD Y 28.46' NAVD TUBE STEEL,_ WELDABLE SEE PLAN REBAR STEEL BEAM, SEE PLAN SCALE 3/4"=1'-0" CEILING \—STEEL BEAM, SEE PLAN SPIRAL STAIR FRAME 8%16%-%' THICK FASTEN BASE PLATE STEEL PLATE TO STEEL BEAM W/—, (4) -Y4" BOLTS 1'-4" METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD TOP OF STEEL 28.46' NAVD TUBE STEEL,- SEE PLAN (2) Jrj" THICK PLATE SIFFENERS STEEL BE '�—_CEILING SEE PLAN FASTEN BASE PLATE METAL DECK, TO STEEL BEAM W/ SEE PLAN (4) 3'4' BOLTS - _ SECOND FLOOR} - 29.00' NAVD ` TOP OF STEEL _ _ _ 28.46' NAVD STEEL JOIST, TUBE STEEL SEE PLAN (BEYOND) L 2Y1x21¢xY4 MISE—CEILING (2) L 2Xx27¢xY4 MISC STEEL BEAM, STEEL BRACING SEE PLAN STEEL BRACING ® 2'-0" OC _SPIRAL STAIR FRAME METAL DECK, SEE PLAN — SECOND FLOOR 29,00' NAVD TOP OF STEEL 28.46' NAVD �8"x16"x34" THICK STEEL PLATE `CEILING J4" THICK TE SIFFENERS SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" , SCALE 3/4"=1'-0" \ SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" #4 CONT _LLV 21¢x4xY4 CONT L BEAM, PLAN TOP OF STEEL 39.00' NAVD STEEL BEAM, SEE PLAN STEEL COLUMN, SEE PLAN SECOND FLOOR 29.0 BASE PLATE, SEE SCHEDULE TOP OF STEEL 27.08' NAVD TUBE STEEL, SEE PLAN U J J I..L 0 0 0 METAL DECK, SEE PLAN VARIES ob 015 SEE PLAN J STEEL JOIST, SEEPLAN W CE� ui i ,U^ VJ IZ \ 8" U N (A M a) 0) J '0) cn U- 0] m R: (D Za< WomJ Q 2Z�W W Z o > N, a) O Z O N O) = Lu CD C� (n N W o� Ep LL Lu Q >N j Qr 01 Z N Lu U (N Z _O F— U W V) V) (/) O U Ir O L� W U Q Z W Q Ld = LJ z a 0 W zQ z o W W Z 0`_ U O O� O � O V) U) u7 O D_ O 0_ 0_ i ---------- N NGINEER CER77FICA110A ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITRE EL REG. NO. 57396 VAWAM P. STODDARD . REG. NO. 57605 � HEET d PROJECT NO. 17-088 LLV 27¢x4xY4 CONT METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD TOP OF TIE BEAM% 28.67' NAVD NvPE A EMBED. STEEL JOIST, SEE PLAN PROVIDE POCKET IN BEAM AS, REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED MASONRY WALL V4" PIE FASTENED W/ CAMO HIDDEN DECK FASTENING SYSTEM MASONRY ,-- WALL FASTEN EA JOIST W/ SIMPSON HGAM10KTA ® 24" OC METAL DECK, SEE PLAN WOOD JOISTS, SEE PLAN TOP OF DECK 28.96' NAVD VARIES SEE PLAN STEEL JOIST, SEE PLAN LLV 3x5xY4 CONT FASTENED -W/ %" HILIT KWIK BOLT 3 (MIN 02" EMBED) ® 24" OC SCALE 3/4"=1'-0" SEE PLAN FOR ROOF SHEATHING FASTENING - REQUIREMENTS 7 1F 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC PRE-ENGINEERED ROOF TRUSSES SEE SCHEDULE FOR (DESIGNED BY OTHERS) TRUSS FASTENING�� rr•�i.�a�:rrin 31.00' NAVD SEE TYPICAL DETAIL 8"xl6" CONCRETE TIE FOR OVERHANG BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC MASONRY WALL SCALE 3/4"=1'-0" SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS SEE SCHEDULE FOR 12 TRUSS FASTENING 3„ i SEE TYPICAL DETAIL FOR OVERHANG 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5_ TOP AND BOTT & #3 STIRRUPS ® 18" OC MASONRY WALL PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) CEILING ALUMINUM SUNS( SEE ARCH RAILING (BY OTHERS) CURB REINF W/ (3) #5 CONT ECO ' FLOOR 8'� 9.00NAVD 12 - TOP OF CURB 28.58' NAVD SLOPE 28.33' NAVD TOP OF TIE BEAM 27.79' NAVD TYPE A EMBED, SEE SCHEDULE COLD JOINT 8"x21YZ" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC MASONRY WALL SCALE 3/4"=1'-0" SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL DETAIL/ FOR OVERHANG (2) ADD'N #5 MID CONCRETE BEAM, SEE PLAN (3) ADD'N #5 MID BOTT SCALE 3/4"=1'-O" 12 SEE SCHEDULE FOR 3 TRUSS FASTENING TOP WA 0 28. 28.00' NAVD SEE TYPICAL DETAIL FOR OVERHANG 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC MASONRY 12 7�� WOOD DECKING, SEE PLAN METAL DECK, SEE PLAN TOP OF DECK 28.96' NAVD R�WOOD JOISTS, SEE PLAN FASTEN EA JOIST W/ SIMPSON HGAM10KTA ® 24" OC 72X BLOCKING BETWEEN JOISTS _STEEL JOIST, SEE PLAN PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) 31.00' NAVD TOP BARS STIRRUPS /�-CEILING CONCRETE COLUMN (BEYOND) SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS SEE SCHEDULE FOR 12 TRUSS FASTENING 3 F TOP OF WALL 28.00' NAVD SEE TYPICAL DETAIL FOR OVERHANG 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 _ TOP AND BOTT & #3 = STIRRUPS ® 18" OC MASONRY _— WALL PROVIDE SCUPPERS FOR DRAINAGE SECOND FLOOR 29.0 29.00' NAVD eikTOP OF CURB IF 28.58' NAVD �I 28.12' NAVD T0�o P OF TIEBEAM 27.58' NAVD ! COLD JOINT/f 8"xl9" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS 0 18" OC ---t RAILING (BY OTHERS) FASTEN EA JOIST W/ SIMPSON HGAM10KTA ® 24" OC CURB REINF W/ 2X BLOCKING (3) #5 CONT BETWEEN JOISTS WOOD DECKING, SEE PLAN METAL DECK, TOP OF DECK 1 LLV 2Y2x4xYa /-SEE PLAN 28.96' NAVD CONT WOOD JOISTS, SEE PLAN SLOPE TYPE A EMBED, SEE SCHEDULE SCALE 3/4"=1'-0" SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL DIET FOR OVERHA MASONRY WALL SCALE 3/4"=1'-0" FASTEN TOP CHORD OF TRUSS TO LEDGER W/ SIMPSON A23 CRICKET BY CARPENTER - PRE -ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) SEE PLAN FOR TRUSS FASTENING CEILING (2) 2x8 PT LEDGER FASTENED W/ (2) ROWS %" DIA J-BOLTS (MIN 5" EMBED) ® 24" OC STAGGERED SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7 F L JOIST, PLAN CEILING PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) TOP OF WALL 28.00' NAVD 8"x32" CONCRETE TIE BEAM REINF W/ (2) #5 TOP, MID AND BOTT & #3 STIRRUPS ® 18" OC MASONRY WALL (2) 2x6 PT LEDGER, �FASTENED W/ Y4"x3-'4" TAPCONS SPACED 12" OC LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 474" EMBED) ® 24" OC METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD \ TOP OF TlE BEAM 28.67' NAVD 8"xl6" CONCRETE TIE ��_BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC �-CEILING (DESIGNED CONCRETE BEAM, SEE PLAN LLV 3x5xY4 CONT FASTENED W/ %' HILIT KWIK BOLT 3 (MIN 4V EMBED) 0 24" OC SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 �7 SEE SCHEDULE FOR TRUSS FASTENING SCALE 3/4"=1'-0" SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL DETAIL FOR OVERHANG CONCRETE SEE SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7F: TOP OF BEAM_ � 31.00' NAVD � SEE TYPICAL DETAIL FOR OVERHANG SECOND FLOOR METAL DECK, 29.00' NAVD SEE PLAN VARIES SEE PLAN STEEL JOIST, SEE PLAN PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) I I MASONRY WALL (BEYOND) I I I I SCALE 3/4"=1'-0" SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7 F SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL FOR OVA MASONRY WALL TOP OF WALL 28.00' NAVD PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) 28.00' NAVD 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC U Z 'o J M N Q Qa) �_ 7< t7 W N LL N o Q00 00 U W pO m J Q Q z00W LO W r r^ v J Zo> N 0) O W �rn W W Z o 1 = ILI o H JL CD U) N 1� 2 O r W O U m u- M L W Qw Lu >N �) Y ti � ¢� J _ zN ui � ~ VJ V Z O H U W N V) 0 U O Ll Ld 0 a a Z LJ c-- U] Q � d Ld 3 =L Z O a = Ld w d. Z Z W Z O O x LL O W o cn O a O w D_ NgNEER CER71FICA7700 ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITRE FL REG. NO. 57396 WAM P. STODDARD . REG. NQ. 57605 SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" 3.5 SEE PLAN FOR ROOF SEE PLAN FOR ROOF SHEATHING FASTENING SHEATHING FASTENING REQUIREMENTS REQUIREMENTS 12 12 7 � 7 PRE-ENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES SEE SCHEDULE FOR (DESIGNED BY OTHERS) SEE SCHEDULE FOR (DESIGNED BY OTHERS) TRUSS FASTENINGS TRUSS FASTENING SEE TYPICAL DETAIL FOR OVERHANG MASONRY WALL SCALE 3/4"=1'-O" SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS TOP OF WALL 39.00' NAVD 8"xt6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC PRE-ENGINEEREb ROOF TRUSSES (DESIGNED BY THEIRS) 2x6 PT NAILER FASTENED TO TOP OF BEAM W/ Y4"03 ' TAPCONS 0 12" OC TOP OF BEAM T 39.00' NAVD27 COX APA RATED 8"x16" CONCRETE TIE SHEATHING FASTENED W/Y10DD BEAM REINF W/ (2) #5-�- RING SHANK NAILS ® 6" OC TOP AND BOTT & #3 EDGE, 6" OC FIELD STIRRUPS ® 18" OC MASONRY f WALL - r SCALE 3/4"=1'-O" SEE SCHEDULE FOR TRUSS FASTENING 2x6 PT NAILER FASTENED TO TOP OF WALL W/ (2) 16D BETWEEN TRUSSES, 6" FROM TRUSS SEE TYPICAL DETAIL) FOR OVERHANG PROVIDE SIMPSON ,' SPH6 ® 16" OC - FASTEN EA 2x6 W/ SIMPSON MSTA12 0 16" OC %2" APA RATED CDX PLYWOOD SHEATHING FASTENED W/ 8D RING SHANK ® 6" OC EDGE AND 6" OC FIELD SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7� PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) SCALE 3/4"=1'-O" TOP OF WALL 51.00' NAVD ,-�2x6 BLOCKING TOP OF BEAM 50.25' NAVD ,_WOOD BEAM, SEE PLAN FASTEN EA POST TO WOOD BEAM W/ SIMPSON AC6 WOOD POST, f-SEE PLAN TOP OF BEAM 39.00' NAIAD SEE TYPICAL DETAIL FOR OVERHANG CONCRETE BEAM, SEE PLAN I I I I i I I I STEEL OR CONCRETE [��COLUMN (BEYOND) I I I I SCALE 3/4"=l'-O" SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7� PRE-ENGINEERED ROOF TRUSSES SEE SCHEDULE FOR (DESIGNED BY OTHERS) TRUSS FASTENING TOP OF WALL 39.00' NAIAD SEE TYPICAL DETAIL FOR OVERHANG I CONCRETE BEAM, SEE PLAN SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7 SEE SCHEDULE FOR TRUSS FASTENING PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) 2x6 PT NAILER FASTENED TO TOP OF BEAM W/ (2) 0.157 PAF BETWEEN-\ TRUSSES, 6" FROM TRUSS TOP OF BEAM 39.00' NAIAD � i SEE7TYPiCALETAIL FOR OVERHANG (3) 2x8 PT LEDGER FASTENED W/ % DIA BOLTS ® 16" OC STAGGERED _STEEL BEAM, SEE PLAN I I I I I I I I STEEL COLUMN WINDOW S(BEYOND) I I I I I SCALE 3/4"=1'-O" 2"� CONCRETE WALL, ' SEE PLAN SCALE 3/4"=1'-O" 1%27 APA RATED CDX PLYWOOD SHEATHING FASTENED W/ BD RING SHANK ® 6" OC EDGE - AND 6" OC FIELD 2X BLOCKING BETWEEN TRUSSES SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) PRE-ENGINEERED GIRDER TRUSS (DESIGNED BY OTHERS) SEE PLAN FOR ROOF SHEATHING FASTENING-\ REQUIREMENTS 12 7 [-- PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) I SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL DETAIL J FOR OVERHANG CONCRETE BEAM,�-� SEE PLAN SCALE 3/4"=1'-O" 2x6 PT NAILER FASTENED TO TOP OF BEAM W/ (2) Y4"x33'a' TAPCONS BETWEEN TRUSSES, 6" FROM TRUSS i TOP OF BEAM 39.00' NAVD 9�sz" CDX APA RATED PLYWOOD SHEATHING FASTENED W/ 10D RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD I I I MASONRY COLUMN 1�-- (BEYOND) I I I WOOD POST, WOOD POST, /-SEE PLAN _SEE PLAN A -A FASTEN EA POST TO TOP CHORD OF GIRDER TRUSS W/ (2) SIMPSON MSTA36 (WRAP STRAP AROUND TOP CHORD OR BOTT OF TOP CHORD TO POST) GIRDER TRUSS 2X BLOCKING AS REQUIRED SECTION A -A SEE PLAN FOR FLOOR -SHEATHING FASTENING 2X BLOCKING REQUIREMENTS BETWEEN TRUSSES OBSERVATION DECK 43.12' NAIAD 1A N\ TRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER SCALE 3/4"=1'-O" FLOOR TRUSSES PRE-ENGINFIEREP ROOF TRUSSES (DESIGNED qY THERS) 2X BLOCKING AT ALL PANEL JOINTS '%2" CDX APA RATED PLYWOOD SHEATHING FASTENED W/ 10D RING SHANK NAILS ® 6" OC EDGE, 6" OC FIELD SCALE 3/4"=1'-O" I I I WINDOW�I WOOD POST k�--(BEYOND) I I I_ 2X BLOCKING BETWEEN TRUSSES \\ 2X BLOCKING AS REQUIRED SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) PRE-ENGINEERED GIRDER TRUSS (DESIGNED BY OTHERS) SEE SCHEDULE FOR TRUSS FASTENING 39.00' NAIAD Y 2x6 PT NAILER FASTENED TO TOP OF BEAM W/ (2) Y4"x3,Y4" TAPCONS BETWEEN TRUSSES, 6" FROM TRUSS CONCRETE BEAM, SEE PLAN I I I MASONRY WALL r�—(BEYOND) I I I I SEE PLAN FOR FLOOR SHEATHING FASTENING BLOCKING REQUIREMENTS OBSERVATION DECA 43.12' NAVD (DESIGNED FLOOR TRUSSES DESIGNED B THERS CEILING) STRUSS TO TRUSS CONNECTION BY TRUSS MANUFACTURER I 1 SCALE 3/4"=1'-O" U 2 SU J � � N ` M Q� N LL rn ``, �CU� Q 2 o Q.c 0 W o W Q o ED O Z00w Z o > tJ J CL N i 0) O ,,x W Z V o 1 W W J CD rr z Y LL U m LZu�� W Q U � N Y j �° J Q� _ ZN U', J ��//�� W ' U ~ (/) O H Ld V) V) O U EL O w w w ,a a Ld w 1n a 0 In GGLd a (r x w z a w r w_ D_ aza z D_ 0 W W z 0 .� a 0 0 0 w u 0 D_ 0 d ENGINEER CERIIFlCA110N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITRE ////I�����,,,�����_,,v////ggggg���LL REG. N0. 57396 ICI J M P. STODDAR0 V FL\ R N0. 57 05 4 ° b DA SHEET a PRO) 17- CONTINUE TIE BEAM REINF TROUGH CONCRETE BEAM, MAY SUBSTITUTE (1) `TOP BAR IF REQ D BAR SIZE EQUAL ui C5 OR LESS ° - a / 1 � ......... ......... AS NOTED d m °.___j J ocl TERMINATE ALL VERT REINF W/ 90- HOOK INTO TIE BEAM Fro_ °n — — F=m S -- — — CONTINUE TIE BEAM REINF THROUGH MIN 8" #5 VERTICAL REINF CONCRETE BEAM ADJACENT TO ALL ' S/2 'a OPENINGS °`. #5 VERTICAL REINF -ADJACENT TO ALL OPENINGS TYPICAL CONCRETE BEAM HEADER W 1, L F SCALE NTS CONTINUE TIE BEAM REINF a "— �J — -- — —6— — — — =W41 m— a wo — �'— -- -- — -- N O PRECAST / PRESTRESSED CONCRETE LINTEL, SEE MIN 8" '° #5 VERTICAL REINF SCHEDULE FOR REINF E ADJACENT TO ALL I °'.._._.: OPENINGS TYPICAL PRECAST LINTEL HEADER SCALE NTS PROVIDE (3 STIRRUPS IN NO PILE OR SUPF INTER TERMI LONGITUDII BEAM REID T—INTERSECTION OF GRADE BEAMS SCALE 1/2"=1'-O" GRADE BEAM PROVIDE CONSTRUCTION JOINTS AT COLUMNS AND AT A MAX. SPACING OF 5'-4". FAMACIBLE AiASONRY — — WALLS ARE DFSnNED 70 BE STRUCTURALLY INDEPENDENT OF THE DWELLING FOUNDATION LAP HORIZJ/ LADDER REINF 16" jjk TOP OF FOOTING I ELEV VARIES FRANGIBLE WALL FOOTING KEYED CONSTRUCTION JOINT - / AT STRIP FOOTING, MATCH CONSTRUCTION JOINT IN WALL MATCHING DOWELS FOR VERT REINF FOUNDATION TYPICAL MASONRY WALL REINFORCEMENT SCALE NTS PILE OR COLUMN HOOK PILE REINF IN SUPPORT BELOW DIRECTION OF GRADE BEAM TERMINATE ALL LONGITUDINAL RADE BEAM REINF W/ 90' HOOK s CORNER INTERSECTION OF GRADE BEAMS SCALE 1/2"=1'-0" s�'30"PROVIDE (2) #5 Z BARS BETWEEN TIE oll BEAM TRANSITION CD z as J CONCRETE TIE BEAM, °- PROVIDE 90'H ENDS OF w ALL LONG REINF y 16" CONCRETE TIE BEAM, PROVIDE 90'H ENDS OF ALL LONG REINF #4 AT 12" OC L CROSSWISE SEE ARCHITECTURAL 3 ° DRAWINGS FOR RISER AND STEP DIMENSIONS ,,. f 1 OC BOTT CONTINUE VERTICAL REINF 6• AND HOOK 90' INTO UPPER #4 AT TIE BEAM EA STEP SEE FRAMING PLAN AND TYPICAL WALL SECTION FOR REINFORCEMENT STEP IN CONCRETE TIE BEAM SCALE NTS SOIL SHALL BE CLEAN GRANULAR FILL COMPACTED TO \/\\/ 95% MAX DRY DENSITY FOR ALL PILES THAT TYPICAL STAIR ON GRADE TERMINATE GRADE BEAMS, BEAM STRUCTURAL SLAB, SEE \�i-�/ SCALE NTS IN DIRECTION OF GRADE HOOK PILE REINF NF BADE BEAM HOOK WIDTH PLAN FOR REINF aCL wa m w m CONnNUI OR LAP SI �w ZM m W GRADE BEAM, SEE E�- SCHEDULE FOR REINF <a- wa mW FORM GRADE BEAM FROM SOIL IF SURFACE UNEXPOSED M EQ m m W STEEL BEAM PILE OR COLUMN TERMINATION OF CONCRETE PILE 2X BUCK OR COLUMN IN GRADE BEAM -- SCALE 1/2"=1'-O" CHANGE IN GRADE BEAM DEPTH SCALE 1/2"=1'-O" SEE WINDOW MANUF SPECS WINDOW OR DOOR FASTEN BUCK TO STEEL W/ 0.157" DIA PAF (HILT] X-U OR EQUIV) SPACED 8" OC STAGGERED EA SIDE OF WEB STEEL BEAM OR COLUMN FASTEN BUCK TO STEEL W/ 0.157" DIA PAF (HILn X-U OR EQUIV) SPACED 8" OC STAGGERED EA SIDE OF WEB 2X BUCK SEE WINDOW MANUF SPECS WINDOW R DOOR TYPICAL BUCK TOSTEEL DETAIL SCALE 1"=1'-O" 6" FROM CORNERS (TYP)-12" O.C. MAX. SPACING 09 PRECAST LINTEL REINF CELL OR CONCRETES ADJACENT TO BEAM OPENING W/ #5 -/ FULLY GROUTED z a 1/4"0 X 3-1/4" TAPCONS INTO a w ' GROUTED MASONRY W/ 1-3/4" EMBED (TYP) U d 2X4 PT BUCK 201 CONCRETE POUR SILL REINF W/ #5 d 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 DRYWALL FURRING STRIP #5 IN FULLY GROUTED CELLS ADJACENT DOOR FRAME TO OPENING AS SHOWN DOOR FLATHEAD SCREW, SEE — DOOR 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 RECOMMENDATIGN. %� TYPICAL DOOR BUCK DETAIL I k ' SCALE AS NOTED FURRING STRIP DRYWALL #5 IN FULLY GROUTED CELLS ADJACENT 2"X4" PT BUCK STRIP � TO OPENING AS SHOWN PANHEAD SCREW, SEE WINDOW MANUF SPECS L1/4" X 3-1/4" TAPCON SPACED 12" OC AND 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 WINDOW BUCK DETAIL SCALE AS NOTED EXCAVATE FILL AFTER PILES ARE CONSTRUCTED. CONSTRUCT WALL AND FOOTING AND BACKFILL GRADE BEAM (2) #5 IN FULLY GROUTED WITH CLEAN GRANULAR FILL OR TIE BEAM DOOR OPENING ADJACENT TO GE SHOWN SHEAR KEY " FRANGIBLE 8' CMU WALL. PROVIDE 9 GA. LADDER 1/2, 16" LAP j ' TYPE HORIZONTAL REINFORCEMENT AT 16" O.C. AND 12 �:. _ CVER AL REINFORCEMENT AT THE FOLLOWING 2x8 PT WOOD JAMB FASTENED W 5/8" HILT] KWIK #5 TIC / /` .. LOCATIONS: BOLT 3 (MIN 3X" EMBED) W/ 2" SQUARE WASHER _KEYED BOND BEAM '/ Id 1. ALL J 2. MAX. O.C. AND INTERSECTIONS BRACKET TO BE FASTENED 6" FROM TOP AND BOTT AND MAX 16" OC VERT - AND Y4"x34'4" FLAT HEAD TAPCONS 0 16" OC VERT. — — 2' .._-. PARTIALLY GROUT W/#5 / _ 3. CELL ADJACENT TO AN OPENING PER MANUFACTURERS COORD LOCATION WITH MANUFACTURERS ��� 4. AS SPECIFIED BY THE SPECIFICATIONS SPECIFICATION FOR SPACING OF TRACK FASTENERS D w ARCHITECTURAL DRAWINGS FRANGIBLE z 1 5. ADJACENT TO CONSTRUCTION _ F � MASONRY WALL SEE JOINTS jw GROUT ALL CELLS SOLID REINFORCED AND DETAILS FOR REINFORCEMENT Lu a x w UNREINFORCED ✓ oo'd m ¢ = PROVIDE CONSTRUCTION JOINTS AT MAX 5'-0' OC TYP CAL GA I RAGE DOOR BUCK DETAIL _ a m M P SCAL T m - FOR ALL WALLS GREATER THAN �J E AS NOTED i:i%� a -6', WALLS MUST BE BRACED a m ¢ PROVIDE DOWELS To DURING CONSTRUCTION OF GRADE J N o MATCH VERTICAL WALLBEAM AND STRUTURAL SLAB v i REINFORCEMENT \�j\/\/\�j / /\ 3/16" X 1" SAW CUT JOINT. /�%�\ \ \ FRANGIBLE WALL FOOTING SEE PLAN. CUTAS AFIER�ROWELNGSIFILL ON GRADE SLAB \�/\�/\�/ PROVIDE SHEAR KEY JOINT AT WALL CONSTRUCTION JOINTS JOINT WITH LIQUID SEALER 6 " KEY /\ - '� �/\� \\ i (3) i#5 BOTT CONT SOIL SHALL BE CLEAN GRANULAR FILL /%/� \� �' \�\\�\\�\\�\\ SOIL SHALL BE CLEAN GRANULAR 1" KEY WIDTH MECHANICALLY COMPACTED TO 95% / I\/\/ SOIL BELOW FOOTING SHALL BE/%�%�%/% FILL MECHANICALLY COMPACTED DEPTH MAX. DRY DENSITY. CLEAN GRANULAR FILL /�\/\\/\\/\\% TO 95% MAX DRY DENSITY COMPACTED TO 957 MAX DRY 16" LAP PILE BEYOND T_ ,< DENSITY FRANGIBLE WALL BELOW GRADE BEAM `rD --TYPICAL SAW CUT JOINT J SCALE 1,2„=1'-0" v SCALE NTS U Z J f (oU J Q N i Q Q °a' Cc, C 0 N LL N � coo = O Z 00 o Q W . oo m J o Q O zcom >o> U wx O N _ I O o N O W W Zowo � H J c�<U)iN I— W O ~ zt U m LL �uw Q U > N Y �0 J ¢6 _ ZN � VJ U K O Li w w 0 a z w � O � � W w z z O I of � z � z 0 Cx] 0 x P., LLI E�I 0- 0 ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITILE REG. NO. 57396 WAM P. STODDARD ✓ REG. NO. 57605 D SHEET ,S3.7 PR6JEMT�NO. 17-08' FIELD WELDED TYPICAL HORIZONTAL BRIDGING SCALE NITS TYPICAL DIAGONAL BRIDGING SCALE NITS K-Series Joist Maximum Joist Spacing for Horizontal Bridging 'Bridging Material Size Equal Leg Angles Section Numbers" lx7/64 r =.20" 1-1/4x7/64 r =.25" 1-1/2x7/64 r =.30" 1-3/4x7/64 r =.35" 2xl/8 r =.40" 2-1/2x5/32 r =.50" 1 thru 9 5' -0" 6'-3" 7'-611 8'-7" 10'-0" 12'-6" 10 4'-8" 6-3" 7'-6" 8'-7" 10'-0" 12'1 11 & 12 4'-0" 5'-8" 7'1 8'-7" 1(1 12'1 ' Connection to Joist must resist 700 pounds. " Refer to last digit(s) of Joist Designation. K, LH & DLH Series Joist Maximum Joist Spacing for Diagonal Bridging Bridging Angle Size Joist 1x7/64 1-1/40164 1-1/2x7/64 1-3/4x7/64 2x1/8 Depth r =.20" If =.25" It =.30" r =.35" r =.40" 12 6-6" 814" 9'-11" 11'-7" 14 6'-6" 8'4" 9'-11" 11'-711 16 6'1 8'-2" 9'-10" ll'-6" 18 6'-6" 8'-2" 9'-10" 11'-6" 20 6'1 8'-2" 9'-10" 1 V-6" 22 6'-4" 8'-1" 9'-10" 11'-6" 24 6'1 8'-1" 9'-91, 11'-5" 26 1 8'_0a 9141 11, 5" 28 6' 2" 8'-011 9'-811 11'-5" 30 6'1 7'-1111 9'-8" 111-411 32 6'1" 7'-10" 9'-7" 1V-4" 13'-0" 36 7'.9" 9'4" 11' 3" 12'-11" 40 7'-711 9'-5" ll'-2" 12'-10" 44 7'-511 9'-311 11'-01, 12'-9" 48 7'-311 9' 2" 12'-8" 52 9'-011 10'-9" 12'-7" 56 8'-10" 10'-8" 12'-5" 60 8'1 1Oil 12'-4" 64 811 10'-4" 12'-2" 68 8'1 10'-2" 12'-0" 72 811 10'-0" 11'-10" BRIDGING SIZE SCALE NITS EXPANSION BOLTS BY OTHERS TYPE BAC ❑�r r WELD aclnr_Inlr_ BRIDGING ANCHORS SEE SJI SPECIFICATION 5.5 AND 6. BRIDGING ANCHORS SCALE NITS FIELD WELD IN ACCORDANCE WITH SECTION 105, SJI SPECIFICATIONS. L2X2X3/16 TYPICAL JOIST REINFORCEMENT FOR HANGER LOADS GREATER THAN 50 LEIS AT OTHER THAN PANEL POINTS TYPICAL JOIST STRENGTHENING DETAIL SCALE NTS NOTE: JOISTS SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGNED FOR A UNIFORM LOAD THAT INCLUDES THE DEAD, LIVE, AND MECHANICAL LOADS. JOISTS ARE NOT DESIGNED FOR CONCENTRATED HANGER LOADS GREATER THAN 50 POUNDS THAT MAY BE APPLIED BETWEEN PANEL POINTS. JOISTS SHALL BE STRENGTHENED AS SHOWN WHEN HANGER LOADS ARE APPLIED AT OTHER THAN PANEL POINTS. NO LOADS SHALL BE SUSPENDED FROM THE BRIDGING. STEEL SEE P BRIDGING REQUIREMENTS FOR K-SERIES JOISTS Number of Rows of Bridging` Distances are Span Lengths (see "Definition of Span" on page 20.) ERECTION STABILITY SPANS Section (SJI Spec. Section 6) Numbers' Depth Span Less That 1 Row 2 Rows 3 Rows 4 Rows 5 Rows w 21' Up thru 16' Over 16' Over 24' 1 14 7: thru 24' thru 28' 2 6 ze' Up thru 17' Overl7'thm 25' Over25'thru32' Over 28' Over 38' ;4 29 Up thru 18' Over 18' 3 Is 331 thru 28' thru 38' thru 40' 20 32' 4 1e 29' z• Up thru 19' Over 19' Over 28' Over 38' 4 22 M: thru 28' thru 38' thru 48' 24 1. 12 25' ,6 20 V' '3,: Up thru 19' Over 19' Over 29' Over 39' Over 50' 22 35' thru 29' thru 39' thru 50' thru 52' 5 24 26 8 38 14 29' 6 33' 6 ¢o a Up thru 19' Over 19' Over 29' Over 39' Over 51' 2 W: thru 29' thru 39' that 51' thru 56' 244 39 26 3e' 26 40' 16 33' 7 18 22 37' no' Up thru 20' Over 20' Over 33' Over 45' Over 58' 2e 43 thru 33' thru 45' thru 58' thru 60' 28 43' 30 44' 24 26 43' 44' Up thru 20' Over 20' Over 33' Over 45' Over 58' 8 s28 o 45' thru 33' thru 45' thru 58' thru 60' 16 33' 18 20 39 no' Up thru 20' Over 20' Over 33' Over 46' Over 59' 9 24 26 44 44': thru 33' thru 46' thru 59' thru 60' 8 30 45' 45' 15 26 37: 41 22 95'24 49 Up thru 20' Over 20' Over 37' Over 51' 10 26 49: thru 37' thru 51' thru 60' 3 30 50' 4d' Up thru 20' Over 20' Over 38' Over 53' 11 a22 o thru 38' thru 53' thru 60' 24 28 49' 3: Up thru 20' Over 20' Over 39' Over 53' 12 30 54' thru 39' thru 53' thru 60' Last dlgNig of Joist resignation. Far spans EQUAL TO OR EXCEEDING that shown above, one of the required rows, nearest mid -span, must be balled diagonal type. BOBed diagonal brogin, shall W im^ lled and ronnopled BEFORE releasing Ibo heisting lines. Rotor to Specification Sa ion 6 for handling and..b. requirement.. See SJI Speclfbations 5.11 for uplift requirement page 18, i� L 41\ IIL 11 IL 4 11n111 1Ik I 1'Y r/11 Iln1---L Al 1Tf SCALE NTS EXP. BOLTS BY OTHERS BRIDGING ANCHOR TYPE "5A" lit I i I 1 BOLT (b) BOLTED CROSS BRIDGING SEE SJI SPECIFICATION 5.5 AND 6., 1 BOLTED CROSS BRIDGING SCALE NTS /8 TYPICAL JOIST EXTENSION FOR BOTTOM FLANGE BRACE DETAIL SCALE NITS 1. INDICATED WITH "*" SHOWN ON PLAN l'_4" MIN_ POUR STOP AND DECK CLOSURE BY FLOOR BEAM 6 -0" MAX' DECK MANUFACTURER z � o OPEN A C6 C6x13 TYP. UNO A SECTION A —A STEEL FLOOR DECK NOTES: TYP. ALL AROUND 1. SEE ARCH., MECH., ETC., DWGS FOR NUMBER, SIZE AND LOCATION OF OPENINGS. 2. FOR OPENINGS W/ DIMENSIONS LARGER THAN 1'-0"x1'—O" NOT SHOWN ON STRUCTURAL DWGS. TYPICAL FLOOR OPENING FRAMING DETAIL SCALE NITS CL COLUMN AND BEAM 2N8„ 2N8„ 1/8-11/2 ROOF 1/8-11/2 ROOF M N MIN. 1/8-11/2 ROOF 1/8-1 FLOOR 1/g-1 FLOOR 1/g-1 FLOOR L4X4X3/g"16— JOIST` JOIST' BEAM TYPICAL K-SERIES JOIST BEARING ON STEEL BEAM DETAIL SCALE NITS 3/4" DEEP CONTRACTION JOINT (SAW -CUT, FORMED OR TOOLED) FILL WITH SEALANT CONCRETE SLAB SEE PLAN VAPOR BARRIER COMPACTED FILL TYPICAL CONTRACTION JOINT DETAIL J SCALE NTS NOTES: 1. CONTRACTION JOINT INDICATED BY ri ON PLAN 2. SAW -CUT JOINTS SHALL BE MADE WITHIN 8 HOURS OF CONCRETE PLACEMENT 3. VERIFY LOCATION OF EXPOSED JOINTS WITH ARCHITECT. USE FORMED OR TOOLED JOINTS AS REQUIRED 4. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODE CLASS "B" REINFORCING TO MATCH CATEGORY 3 CONT. FOOTING LAP SEE PLAN STEEL BEAM, COLUMN V 1/8 OR GIRDER TRUSS- \ 1/4 , STEEL JOIST iAFTER DL FULLY 1/g-11/2 ROOF APPLIED (TYP.) STEEL COLUMN 1/8_1 FLOOR 1_4X3X%X5" CLIP J TYPICAL SPECIAL JOIST END SCALE NTS 1. INDICATED BY "SJ" SHOWN ON PLAN VERTICAL WALL REINFORCEMENT HORIZONTAL BOND) BEAM REINFORCEMENT CORNER BAR TO MATCH SIZE OF BOND BEAM REINFORCEMENT CMU WALL SEE PLAN TYPICAL MASONRY CORNER BOND BEAM SCALE NTS N L 3 3 N H 1.5 X T CONTINUOUS FOOTING REINF. SEE SECTIONS TYPICAL STEP FOOTING DETAIL SCALE NTS VERTICAL BAR POSITIONERS LOCATE AT TOP OF FIRST COURSE, ONE COURSE BELOW TOP OF WALL, AND AT 192 BAR DIAMETERS WHEN USIN^ GROUT SEE PLANS AND SECTIONS FOR TYPICAL WALL REINFORCING-7 #5 CENTERED FIRST CELL EACH SIDE OF OPENING— �1110UIOE�iIII�JO�OIIL 8" CMU WALL, FILL ALL 4'-0" MAX REINF CELLS SOLID WITH 3000 PSI GROUT TYPICAL MASONRY WALL REINFORCEMENT AT OPENINGS LESS THAN 4'-0" WIDE KLL . J J Q Z rn ll 0 � M N Q c J EE m ° N W J N h) U SCALE NTS Wow Q. o m O Z�0w SEE PLANS AND #5 CENTERED, FIRST TWO SECTIONS FOR TYPICAL CELLS EACH SIDE OF OPENINGA ' ^ uJ g o > WALL REINFORCING V J N o °) ,.X W v Q IY N 0) Z O 1 W -sKT W O H ti ❑ ❑❑ J Z U)N o o 0 MAX 8" CMU WALL, FILL ALL REINF CELLS SOLID M co 9 m ti i WITH L4 fY 3000 PSI GROUT w W v U > N TYPICAL MASONRY WALL REINFORCEMENT `-� j E0) AT OPENINGS LESS THAN 6'-8" WIDE —I a r, L SCALE NTS = Z C\I U"" VJ � r W U HORIZONTAL BOND BEAM REINFORCEMENT-,25" LAP MIN CMU WALL SEE PLAN „ J f— L,J VERTICAL WALL STAGGER SPLICE LAP SPLICE SHALL 0 REINFORCEMENT LOCATION IF REINF NOT OCCUR OVER WITH 2 BARS A WALL OPENING J a TYPICAL HORIZONTAL TIE BEAM REINFORCEMENT SPLICECL r SCALE NTS ~ SINGLY REINF DOUBLY REINF VERTICAL CELL REINFORCEMENT DETAIL SCALE NTS VERTICAL BAR IN GROUTED CELL EACH SIDE OF JOINT" CMU WALL R2 SEALANT PREMOLDED NEOPRENE GASKET EACH FACE FULL HEIGHT OF WALL CONCRETE COLUMN - WALL A 11 i. SEALANT PREMOLDED NEOPRENE GASKET EACH FACE FULL HEIGHT OF WALL VERTICAL CONTRACTION JOINT SCALE NITS NOTES: 1. VERTICAL REINFORCEMENT EACH SIDE OF CONSTRUCTION JOINT IS SHOWN CENTERED IN CELL FOR ILLUSTRATION ONLY. REVIEW TYPICAL WALL DETAILS FOR REBAR SIZE AND PLACEMENT. IY O w w W U a Z w � O d to w d H � z 0 l � w Z ilz w 0 x a NO �' a 0 w r ❑ JOSEPH W. SCHULKE FL REG. NO. 470M ❑JODAH B. BITftE EL REG. NO. 57396 WAM ri S70DDARD REG. N0. 57605 SHEET 3.8 PROJ T NO. 17-088 SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 71� SEE SCHEDULE FOR PRE-ENGINEERED R OF TRUSSES TRUSS FASTENING (DESIGNED BY RS) TOP OF SEE TYPICAL DETAIL FOR OVERHANG 39.00' NAVD 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC 8" MASONRY WALL REINF W/ 9 GA LADUR TYPE REINF ® 16" OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. ADJACENT TO OPENINGS 3. MAX 32" OC SEE SCHEDULE FOR 4. AS SHOWN ON THE PLANS TRUSS FASTENING LLV 3x5xY4 CONT FASTENED W/ Ifi" HILIT KWIK BOLT 3 (MIN 4Yz" EMBED) 024" OC p `_ METAL DECK, SEE TYPICAL DETAIL N ¢ [-SEE PLAN FOR OVERHANG --SECOND FLOOR 64 TOP OF TIE BEAM 29.00' NAIAD 28.67' NAIAD STEEL JOIST, 8"xl6" CONCRETE TIE SEE PLAN BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC 8" MASONRY WALL REINF W/ 9 GA LADUR TYPE REINF ® 16" OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. ADJACENT TO OPENINGS 3. MAX 32" OC 4. AS SHOWN ON THE PLANS SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 71� (DESIGNED BY 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC SEE SCHEDULE TRUSS FASTE 2x6 PT NAILER FASTENED TO TOP OF BEAM W/ (2) Y4%3-%" TAPCONS BETWEEN TRUSSES, 6" FROM TRUSS 2X� SUB -FASCIA lx6 T&G FASTENED W/ (2) FINISH NAILS AND STRUCTURAL ADHESIVE AT EA CROSSING MASONRY WALL SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7�� PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) CONCRETE BEAM OR TIE BEAM, SEE PLAN SEE PLAN TYPICAL OVERHANG DETAIL SCALE 3/4'=1'-O" MAST W) TRUSSES SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 CONCRETE TOP OF�WALL_ 71 / SEE 31.00' NAIAD Y i 8" MASONRY WALL REINF W/ 9 GA LADUR TYPE REINF ® 16" OC AND #5 VERT REINF IN CONC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. ADJACENT TO OPENINGS 3. MAX 32" OC 4. AS SHOWN ON THE PLANS �` STRUCTURAL SLAB, a'o STRUCTURAL SLAB, a SEE PLAN FOR a a SEE PLAN FOR m THICKNESS AND REINF < m THICKNESS AND REINF c FIRST FLOOR L ` FIRST FLOOR 76.00' NAVD 16.00' NAVD 6 MIL POLY 6 MIL POLY GRADE BEAM, VAPOR BARRIER GRADE BEAM, VAPOR BARRIER SEE PLAN SEE PLAN . •�--� BASE FLOOD ELEAVATION •�-� BASE FLOOD ELEAVATION 14.00' NAVD 14.00' NAVD BREAKING WAVE CREST I I� BREAKING WAVE CREST I 13.80' NAVD I 73.80' NAVD i = I I I FINISHED FEI '�AUGERCAST FINISHED AUGERCAST GRADE PILE (BEYOND) GRADE _ PILE (BEYOND) I I -1J I Z N Z. N I FRANGIBLE WALL I FRANGIBLE WALL AND FOOTER, I AND FOOTER, SEE PLAN SEE PLAN I I I I I I A�_�� SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL DETAIL FOR OVERHANG GRADE SEE TRUSSES (DESIGNED BY OF WALL 0' NAVD 8"xl6" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC 8" MASONRY WALL REINF W/ 9 GA LADUR TYPE REINF ® 16" OC AND #5 VERT REINF IN CONIC FILLED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. ADJACENT TO OPENINGS 3. MAX 32" OC 4. AS SHOWN ON THE PLANS �a o STRUCTURAL SLAB, SEE PLAN FOR Lm CURB VARIES THICKNESS AND REINF 0" TO 3" FIRST FLOOR 16.00' NAVD Y 6 MIL POLY VAPOR BARRIER -� BASE FLOOD ELEAVATION 14.00' NAVD I \ BREAKING WAVE CREST 13.80' NA✓D VI_ I I I _ I �I� I FINISHED '� AU GERCAST GRADE PILE (BEYOND) K. FRANGIBLE WALL AND FOOTER, SEE PLAN I I I MASC W/ CONCRETE COLUMN, SEE SCHEDULE FOR REINF SECTION B-B CONCRETE COLUMN, SEE SCHEDULE FOR REINF SECTION A -A -\.GRADE BEAM, SEE PLAN I,-.AUGERCAST PILE _ I (BEYOND) MASONRY WALL 0 'x16" CONCRETE TIE / M REINF W/ (2) #5_�/ JP AND BOTT & #3 STIRRUPS ® 18" OCT CONCRETE COLUMN, SEE PLAN _ 1E MASONRY WALL CONCRETE COLUMN, SEE SCHEDULE FOR REINF SECTION D-D CONCRETE COLUMN, SEE SCHEDULE FOR REINF w � x x o 0 N U vi o Z N o d 3 Q a a:N 3 a N - SECTION C-CLu °w $ C9 U #5 VERT o ® 12" OC w a • Wa�om�w 6" irw��a���Nw <�ap�WozQaF3 #5 HORIZ 3��L�okg�mLs ® 12" OC oww~ �awi3 w0?sw�N3w�io I 2„ D-D • DISCONTINUE (2) [ Z VERT REINF "" O J O o _ TOP OF A4ASONRYJ, cn M 31.67' NAIAD J 4, Q N = c 1 (2) #5 CONT Q Z o a) _ W L 00 Lo j U _ MASONRY WALL Q (BEYOND) W J Q o 0 m¢ = O Z��w ­42�— ZZ W TOP OF TIE BEAM co > _ 28.67' NAVD N O 06 q a� N� Z O w = LU o J c� 1n N .. W zo p < m M 2 LLI � 4J W QO>N TT J rn j Q r? 2" Q p ti #3 SINGLE LEG qs t` ti STIRRUPS ® 8" OC U ��//�► W RECESS FOR SCREEN #5 HORIZ ® 12" OC J J Q #5 VERT Z ® 12" OC O • Q U U L LJ C-C • DISCONTINUE (2) VERT REINF O TOP OF MASONRY w W • 18.67' NAVD Z � Q w o _ (2) #5 CONT w 0. Q � � 3 = LJ z - •~7 2 of MASONRY WALL � = d (BEYOND) ZQ = W W OZ O x w O a o _ FIRST FLOOR 0 0 OF']to 16.Op�NgIAp O LL O a ENGINEER CER77RCA710A ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. SITU FL. REG. N0. 57396 GRADE BEAM, w H P. STODDARD SEE PLAN I�.AUGERCAST PILE REG. . 57605 (BEYOND) MA DATE: a.';. SHEETS PROJEC°f N0. 17-088 SCALE 1/2"=1'-O" 54.1 SCALE 1/2"=1'-O" k\S4,1) SCALE 1/2"=1'-O" SCALE 3/4"=1'-O" SCALE 3/4"=1'-O" U Z J (Do R" J � N U1 Cl)� N Q Q C Q o� o y LL Z LL (n 03 U Z o '2 Q c 0 4oLU-J CO Q O z�0W z ry n Z LU V) o > 06 N 'CT O W ZoNrn g<�� = W O J 2 � O C� U CO LL W w ry W Q w O W > N Y �° J j Q� _ `� Z N U LU V! Z a J n J J Q W H N 0 LLJ U a Q z w a o � LLI �` 3 z a _ Li o ly- w F a z Z Of6 00 w 0 x w o o E o V) D 0 Iz 0 x d NGINEER C� ERTIFlCAI ON ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITILE N�& REG. N0. 57396 WAN P STODDARD FG REG 0. 57 05 SHEET z J Y y (2) COURSES 12" U-BLOCK i REINF W/ (2) #5 CONT iFULLY GROUTED EA COURSE o NQ T = n no - - x Q FINISHED _ Jm - FULLY GROUT ALL CELLS BELOW GRADE io a �o �a IL of #5 ® 16" OC, TOP AND BOTT W/ 90', HOOK EA END 12" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 16" OC AND (2) #6 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 24" OC 3. ADJACENT TO CONSTRUCTION JOINTS (2) COURSES 12" U-BLOCK REINF W/ (2) #5 CONT FULLY GROUTED EA COURSE 12" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 16" OC AND (2) #6 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 8" OC 3. ADJACENT TO CONSTRUCTION JOINTS FINISHED r GRADE Y 5 OP, LW I 00 I 8'-0" �(8)#6 BOTT, LW SCALE 1/2"=1'-O" RAILING (BY OTHERS) (2) COURSES 8" U-BLOCK REINF W/ #5 CONT FULLY GROUTED EA COURSE 8" MASONRY WALL REINF WITH 9 GA - LADUR TYPE REINF ® 16" OC AND #6 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC FRANGIBLE SANDSET ;ti 3. ADJACENT TO CONSTRUCTION JOINTS PAVER DRIVEWAY N a - no _ (1) COURSES 12" Q - m -- ,_ U-BLOCK REINF W/ (2) #5 CONT FULLY GROUTED � o I I 0) a 12" MASONRY WALL REINF WITH 9 GA w g LADUR TYPE REINF ® 16" OC AND Z F (2) #6 VERT REINF IN FULLY GROUTED w CELLS AT THE FOLLOWING LOCATIONS FULLY GROUT = D: 1. ALL CORNERS AND INTERSECTIONS ALL CELLS �j 2. MAX 16" OC BELOW GRADE *✓ 3. ADJACENT TO CONSTRUCTION JOINTS o -3" x 2 5 TOP, LW #4 CLOSED STIRRUP ® 16" OC I LIFINISHED n o GRADE a¢ J m z N Q - g- EQ� oD -N�(5) #5 BOTT, LW FRANGIBLE SANDSET PAVER DRIVEWAY FULLY GROUT ALL CELLS BELOW GRADE a n p J m (2) #5 TOP, LW #4 CLOSED STIRRUP ® 16" OC RAILING (BY OTHERS) /-(2) #5 CONT Z� N t SCALE 1/2"=1'-O" 8" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 16" OC AND #6 VERT REINF IN FULLY GROUTED o CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 8" OC I 3. ADJACENT TO CONSTRUCTION JOINTS Z N -�EQ ' _ I (4) #5 BOTT, LW FINISHED GRADE (1) COURSES 8" 8" MASONRY WALL REINF WITH 9 GA U-BLOCK REINF W/ #5 LADUR TYPE REINF ® 16" OC AND CONT FULLY GROUTED #6 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS I. 1. ALL CORNERS AND INTERSECTIONS FINISHED 1 x"I 2. MAX 32" OC RADE - 3. ADJACENT TO CONSTRUCTION JOINTS -731 EQZ. EQ FINISHED g GRADE FULLY GROUT (3) #5 ALL CELLS BOTT, LW BELOW GRADE SCALE 1/2"=1'-O" RAILING (BY OTHERS) l CONT FRANGIBLE SANDSET PAVER DRIVEWAY 8" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 16" OC AND Z. #6 VERT REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 04 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32" OC g 3. ADJACENT TO CONSTRUCTION JOINTS FULLY GROUT a _ ALL CELLS � S - BELOW GRADE a- Z. FINISHED 2 5 �E � EQ -� GRADE O TOP, LW e- I #4 CLOSED STIRRUP ® 16" OC ' (3) #5 BOTT, LW n \ SCALE 1/2"=1'-O" FRANGIBLE SANDSET PAVER POOL DECK (2) COURSES 8" U-BLOCK REINF W/ #5 CONT FULLY GROUTED EA COURSE FULLY GROUT ALL CELLS BELOW GRADE N Q - no - nQ - m TOP,RL #4CLOSED STIRUP ® 16" OC ::t][::::::;;; r 4'-6" SCALE 1/2"=1'-O" 5 VERT #5 VERT IN FULLY GROUTEDICELLLLY GROUTED CELL ADJACENT TO SITE WALL .�'• #5 VERT IN FULLY GROUTED CELL T.• ; ADJACENT TO GATE FULLY GROUT SITE WALL CORE SOLID SECTION A -A (2) COURSES 8" U-BLOCK REINF W/ #5 g = = CONT FULLY GOUTED A -A FINISHED - GRADE J Es V)- a 00 - Z V " I (4) #5 TOP AND a0 BOTT EA WAY tiL � 4'-0" X 4'-0" --{ RAILING (BY OTHERS) 12" MASONRY WALL REINF WITH 9 GA �j LADUR TYPE REINF ® 16" OC AND io (2) #6 VERT REINF IN FULLY GROUTED x CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 8" OC 3. ADJACENT TO CONSTRUCTION JOINTS FINISHED GRADE FINISHED N Q no as m FULLY GROUT ALL CELLS BELOW GRADE 3" -, ro N no M w << m (2) #5_ - TOP, LW #4 CLOSED STIRRUP 4-0"- SCALE 1/2"=1'-O" (2) COURSES 8" U-BLOCK REINF W/ #5 CONT FULLY GROUTED EA COURSE 8" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 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 " (1) COURSE 12" U-BLOCK REINF W/ (2) #5 CONT FULLY GROUTED w ¢ g 12" MASONRY WALL REINF WITH 9 GA 1° LADUR TYPE REINF ® 16" OC AND (2) #5 VERT REINF IN FULLY GROUTED m CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 16" OC 3. ADJACENT TO CONSTRUCTION JOINTS Z• � N GRADE a I 1) #5 CONT OTT LW FRANGIBLE SANDSET PAVER POOL DECK 8" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 16" OC AND (2) COURSES 8" U-BLOCK #5 VERT REINF IN FULLY GROUTED REINF W/ #5 CONT FULLY 1 CELLS AT THE FOLLOWING LOCATIONS GROUTED EA COURSE N 1. ALL CORNERS AND INTERSECTIONS a 2. MAX 32" OC g 3. ADJACENT TO CONSTRUCTION JOINTS FULLY GROUT _ ALL CELLS BELOW GRADE - FINISHED �- EQ-- E -{ GRADE (3) #5 i4 BOTT, LW� -I EQ--� \v� SCALE 1/2"=1'-O" (5) #5 BOTT, LW PREFORMED GASKET TYPICAL MASONRY WALL CONSTRUCTION JOINT SCALE 1 "=1'-0" (2) COURSES 8" U-BLOCK REINF W/ #5 CONT FULLY GROUTED EA COURSE FINISHED_ - _=' 8" MASONRY WALL REINF WITH 9 GA GRADE E N LADUR TYPE REINF ® 16" OC AND #6 VERT REINF IN FULLY GROUTED - CELLS AT THE FOLLOWING LOCATIONS _ 1. ALL CORNERS AND INTERSECTIONS - a 2. MAX 24" OC z 3. ADJACENT TO CONSTRUCTION JOINTS Q FULLY GROUT < w ALL CELLS g BELOW GRADE N a no J Q m - Z N g FINISHED ~ E EO- GRADE (2) #5 -T TOP, LW N I #4 CLOSED STIRRUPS ® 16" OC -i 3 5 BOTT, LW E SCALE 1/2"=1'-0" FINISHED GRADE (2) COURSES 8" U-BLOCK - - REINF W/ #5 CONT FULLY - GROUTED EA COURSE 8" MASONRY WALL REINF WITH 9 GA LADUR TYPE REINF ® 16" OC AND - - O #5 VERT REINF IN FULLY GROUTED - CELLS AT THE FOLLOWING LOCATIONS FULLY GROUT a 1. ALL CORNERS AND INTERSECTIONS ALL CELLS g 2. MAX 16" OC BELOW GRADE 3, ADJACENT TO CONSTRUCTION JOINTS N Q FINISHED o GRADE 5< - v m _ ---3'-0" (4) #5 BOTT, LW SCALE 1/2"=1'-O" U U 2 c'0 J J a 04 M N _ Q0) o0 W O umi LLcn Q co S:00U� :,zo¢, 5 UJ 0 M < O 'z UU nZo> VJ ,��( W o 2 N r O �} o N0) W = W O < Hti J U 2 U) 04 o r` W 0 � u ED LL W W W QU�C'4 Y �(0 J Q� 2 Ln ZC4 U z cn F- U W (n J J >Q W (n O Ll W W U r7 Li Li � w z O w -Z L� 0 z Z w O x a Ljj E- O 0_ O o_ i s ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITRE FL. REG. NO. 57396 lfliWAM P. STODDARD SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" 17 / I O I l+V/1J I ryL V VIYJ I f1V V 1 1VIV LIIVC I 1 , I ' ' I / / I E'd• WATER DEM 1 , " I I I 21 I I of all n I / �Q( © I iY yw MASTER I1 I i 5'E'WATER DEPTH % \ �iy BEDROOM N, � V 2 `-- LZ I / I i ----- I POOL J F;HIS CLOSET _ O I n /-------------------- Z I O �'L _Gr J 21 , , J HER CLOg I I , / I / / I I z4i , I / L----------------- s- / A 19 �D o, , O • °� EN8 ,I eti� ol I In 11 LE rrw ` I V I J J! JJ VV I Y /7Y /. e/14L77 t �..01 14. D 7bnl t , t � t t A -v , HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA 28002M2 ® HOOS ARCHITECTURE INC / OF Fl. P '. 1 r11�,v;'°I', 4��•(-t"tf= ''• ' boy �'� \, ! } �� b. � i� f'.i ibl / } I �� ,.,.•�;�� / �- a � OMA * HOOD 7��r l i ✓i L� j { L I .. RED AR r /() 7i� �Za - 1 , PAVILION / J ' / U 0�(71t ,,' ..L.. m� 1 , I , I r / r r , / + r I , I ' — — — — — — — — ---------� ,4„ 15, g,�„ l+ ' Vt\TV"'`+� i�c�• 1 '-6" 16,-0" 0.0„ 07 .. 08 as - ----- — --- 04 -- GREAT ROOM F1 0 7. F4 ZXcb I 165 zxt • F Elj EU ` BUILT INS /M � ' • ! J� / � ' II. INDOOR OUTDO/OR GREAT ROOM L 122O SIN Is E_ KITCHEN j 'MICR 4eD __I G m E N COAT '.. PANTRY , 1' ii O �.e. SA B. RAGE B I O W I 2 A801 70 ll CD 1 ilift 3W WATER DEPTH ------'"i_------- II--------i I PDOLETEPB —� I------- L-------- I------ , LR ,)b, I or c1 —� �.� ..- __✓ .. , �`.. _I � , I � IN p moI' / /' !L — — — � � l / (f z1 D usej 'i 5 l eINK� OAP a 4 i •� I cG Ir I / - N /----- \'1 `- I- - I REF II REP RAGE _ 1 TRASH I I I IORAWERIIbMWERI I i Q. bW 1 ill I / ! _ I + v / 8'-4" 2 '-1 /4" 2'-6 1/4" I I I / / + 1 I / , / GROUND FLOOR MECHANICAL PLAN SCALE: 3/16" = 1'-0" Q� Za co wQ_j W W U = W W J Z 0- W Q n N a W U) U) I Z _O NN L:L a. DATE:12-21-2017 JOB NO. 1702 SKEET NUMBER I s 40AAY �filiE Qi-(pCODR �N'tRbt �-�- C RI C L.S 'FD3 fly tq-xl E'- L D OBSERVATION DECK SCALE: 3/}16" = 1'-0" (t3eS ► Nb C.PDWA ?) // � r if,I M _/- • NOTES 1. DIMENSIONS TO FACE OF BLOCK ATCMU WALLS AND FACE OF DRYWALLAT WOOD STUD INTERIOR WALLS UNLESS NOTED OTHERWISE. TYPICAL INTERIOR WOOD STUD WALL 2x4 STUDS UNLESS NOTED OTHERWISE. 2. ALL FINISH FLOOR MATERIALS (TILE, WOOD FLOOR, ETC.) TO BE AT THE SAME FINISH ELEVATION. ADD PLYWOOD AND/OR CEMENT BACKER BOARD AS REQUIRED. 3. FRAME WALLS DIMENSIONED AS ±8" CAN BE FRAMED WITH 2x8's FOR ACTUAL 8-1/2" DIMENSION FINISH TO FINISH, t6" CAN BE FRAMED WITH 2x6's FOR ACTUAL B-1/2" FINISH TO FINISH. 4. SLOPE EXTERIOR LOGGIAS, WALKWAYS, & STEPS 1/8" PER FT. AS INIDICATED. HOOS ARCHITECTURI 6220 N. HIGHWAY I VERO BEACH, FL 32 PHONE: 772-494-67 nr M02522 ti N i N a w W U) z O _ W LU Ir a SECOND FLOOR MECHANICAL PLAN SCALE: 3/16" = 1'-0" z ( DATE: 12-21-20 JOB NO. 1 SHEET NUMBE Nro i / HOGS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772.494-6785 M 2WO2522 :{�Ncop's J. HODs p AR0017199 W Q rn Z¢cco wQLL 0 W U �_ry W W J Z m�`y �LL o Q N N W U) U) C Z O W W ix a DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER GROUND FLOOR MECHANICAL PLAN SCALE: 3/16" = 1'-0" LANDSCAPE PP-2 P LANDSCAPE 3.­6. WATER DEPTH / WALL OUTLE 5'1 ' TV HEIG T WATER DEPTH P �' A.F. . T.B.D. m N / ®S-3 a 111111iiiiii4-14 P4-14� HIS CLOSET_ < 3�+-1e mil} POOL q�- nil 1: Also ATTIC 1 P4-24 ACCESS ®S_2 P_ P OUTDOOR SHOWER _ 3' 61 WATER. DEPTH Pd 10 KKAG t_ f=T4 ------ 1a -31 _ rni to _ 21 POOL TERRACE ❑I - ZCLOSE P4-1,3 i --I b 4-18 POOL saePs Dk: 16 BENCH. 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P5' 4 P 1:p BUILT INS P5-1,3 BUILTINS 6 UNDER 1 DEN- I � —16 COUTERWR TO Lj GAS 5-1 P4-29 ABOVE '2 I P4-30 P5 5 12 5 1 I _ _ I HALL q P4-22� P_4 - - SHELF SI K P4-22 P4-26 BAR ENTRY- ®s-1 v A P4-16 - > P4-6 P5-10 11 H • 11 POWDIER- •� I _qr �, _ ,I �.=�1r_i�,-���, ,INI �111-mm . 1111f 1►.�, P4-16 14 I ENTRY TERRACE P® PP-1 3 U LANDSCAPE PE1 6i PP-5,7 P1 \ °;�� u u ui� BUILTMS �� BUILTINS _ LANDSCAPE OUTLETS UP (TYPJ LANDSCAPE 0 LANDSCAPE P>=12 P5-4 INDOOR OUTDOOR GREAT ROOM- INDOOR OUTDOOR KITCHEN_ ) 160c 29 1 a 12 O� - DGe 1s�. uNDER A-1 C sQ _ PS-6 V' 1 D✓E -0 n i 5 _... ._— 1613c a ®P5-10 LANDSCAPE 10 BENCH PAVILION0 - 16 WH1 SWITCH LEGEND A SYMBOL LGROUP TYPE FIXTURE LEGEND SYMBOL b L--, GROUP 2 A CIRCUIT }/ FIXTURE NUMBER L DESIGNATION CIRCUITING LEGEND SWITCHED ISO GND TRAVELERS GROUND HOT NEUTRAL GROUND FLOOR ELECTRICAL PLAN - MAIN HOUSE SCALE: 3/16" = V-Orr Albert BJ a ,I,�ri.1PE# 65050 00 o' JES'*O'. *° No.65050 BpO� °DA$TAT E 120F1 4OR 10 °•°�� °°� ONAi HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA 2MO2522 ©HOOS ARCHITECTURE, INC 0 ° F� j h � V dZ _ �° 0`� LL a U a' o m W J� C N .OD mom iJI, w A W N O Z So N d 0 U U N CD c w7vw m N Lr c r, UQ� LLIQcM 0 J F5=LL W froo W = U J_ Z N IL m LL ((^Q W LLI Lu w D U) z Z DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER OBSERVATION DECK ELECTRICAL PLAN SNITCH LEGEND A SYMBOL } TYPE—/ GROUP FIXTURE LEGEND SYMBOL b La. GROUP 2 A CIRCUIT FIXTURE NUMBER DESIGNATION CIRCUITING LEGEND SWITCHED ISO GND TRAVELERS GROUND HOT NEUTRAL SECOND FLOOR ELECTRICAL PLAN - MAIN HOUSE SCALE: 3/16" = 1'-0" no :o OA ,DAVATE ?lti�® pisFS°.,C0R1 '6 > s/s'is �ONAi HOGS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 P 26002522 0 t- (1) 0 c m� OZ J a ��,,ii Uco � u a 0 m W w m_ m ; W Q W N 2 33 7 U�"— N UUaio rid J WVal m W W Q UQcr) W Q M r') 3� J W = LL W = U Z IL m 0 li w w N N N W D U) U) Z O U W w 10�1d DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER 2 WHG P2-12 LAt NDRYvAgHU 1 r ACE 2 POWDER SIN 4— 2 W... .e.. , :. J P4-16LANDSCAPE _ IL CU-1 rGARAGE 4____-- -P3-1,3 OUTLETS UP. "P ) P2-16 P2— P2 CU-2 _ P3-5,7 ® P2-16 _. 16 P2— AHU-5A P2-13,15 �010 GP CU-3 ® -"� P3-2,4 CU-4 ® P3-6,8 _, P —16 P2— C® 5 \ P3-10,12 GEN GENERATOR m UTIL a GARAGE OUTLETS UP 4 A.F.E.(TYP.) _4 AHU-56 P1-5,7 AUTO COURT 3 1-3 tCARGARAGE- pi-6 P1-6 Pi-2 P1-6 Pi-2 LANDSCAPE AUTO TURN AROUND LANDSCAPE -10 VEST_ Ps-i6- AT pq=- SENGH ®P5-10 b a LANDSCAPE SNATCH LEGEND ALGROUP SYMBOL TYPE FIXTURE LEGEND SYMBOL b GROUP A CIRCUIT FIXTURE NUMBER DESIGNATION CIRCUITING LEGEND SWITCHED ISO GND TRAVELERS GROUND HOT NEUTRAL GROUND FLOOR ELECTRICAL PLAN - MAIN HOUSE SCALE: 3/16" = 1'-0" Albert B Je Ili.'PE# 65050 `��°PLO.•°��CEN3F °•.✓,P �i® *° No. 65050 =°ot rcr= 9�.N.DAVATE1g, 40RI HOOS ARCHITECTURE 6220 N. HIGHWAY AtA VERO BEACH, FL 32963 PHONE: 772-494-6785 AA 2WO2522 © HOOS ARCHITECTURE, INC co ��co Q C M O o Z 9 - a U U Ld WW�a'm c m u LL O A LL N 7 y # _ O U N O Jrj tt�� J W V w Z 10 m �N r ~ m a UQZ It W Q co0 3� J �5 = t L W W 2 v Z d m co LL W F- � i W 0' I` N N N W D 1n cn C Z 0 W W 0= 0- DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER g3 1 2 3 4 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ELECTRICAL NOTES NOTE CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHT AND POWER FROM THE POINT OF SERVICE OF THE POWER COMPANY TO AND THROUGH THE MAIN SERVICE DISCONNECT, DISTRIBUTION PANELS, AND BRANCH PANELS. INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. UNTIL WORK IS COMPLETE, COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. CONTRACTOR MUST COORDINATE WITH UTILITY FOR INSTALLATION OF METER. THE NATIONAL AND LOCAL ELECTRIC AND BUILDING CODES, AND THE ELECTRICAL REQUIREMENTS AS ESTABLISHED BY THE STATE AND LOCAL FIRE MARSHAL, AND RULES AND REGULATIONS OF THE POWER COMPANY SERVING THE PROJECT, ARE HEREBY MADE PART OF THIS SPECIFICATION. SHOULD ANY CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT. EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, DRILLING, DEWATERING, BACKFILLING, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELECTRICAL WORK. LOCATE AND PROTECT EXISTING UTILITIES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WILL ENSURE THAT NO DAMAGE OR SERVICE INTERRUPTION WILL RESULT FROM EXCAVATING OR BACK -FILLING, IN THE EVENT, IT IS SUSPECTED THAT ACTIVE ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. ELECTRICAL SERVICE IS TO BE A 400 AMP SERVICE, 120/240 VOLT, SINGLE PHASE RAIN TIGHT, UNDERGROUND. ALL MEASUREMENTS ARE A.F.F. (ABOVE FLOOR FINISH) AND MEASURED TO CENTER. ANY SWITCH OR DEVICE THAT HAD BEEN REMOVED, CONTRACTOR IS TO COMPLETELY REMOVE THAT CIRCUIT INCLUDING ALL WIRING AND MATERIALS ASSOCIATED WITH THAT CIRCUIT. THEN PATCH AS NECESSARY SO AS NOT TO BE ABLE TO NOTICE REPAIR. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. FOR ALL LINE VOLTAGE (110V AND HIGHER) POWERED EQUIPMENT, THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL AS NECESSARY E ALL CONDUITS, CONDUCTORS, AND DISCONNECT SWITCHES FROM FEED TO EQUIPMENT. DO NOT MOUNT ANY DISCONNECT SWITCHES OVER THE NAMEPLATES OR SERVICE PANELS. ANY LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY EQUIPMENT SUPPLIER. HOWEVER, ANY CONDUIT THAT MIGHT BE REQUIRED FOR CONTROL WIRING SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR IN COORDINATION WITH THE EQUIPMENT CONTRACTOR. CONTRACTOR TO CONFIRM NEMA RATING OF APPLIANCE OUTLETS. CONTRACTOR TO CONFIRM AT LEAST ONE SWITCHABLE LIGHTING OUTLET IS INSTALLED IN ATTIC SPACES WHERE SERVICEABLE EQUIPMENT IS SHOWN ON THE DRAWING AND LOCATED AT OR NEAR THE EQUIPMENT. FOR HVAC AND REFRIGERATION EQUIPMENT, A GFCI OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION WITHIN 25 FT AND ON THE SAME LEVEL OF THE DESCRIBED EQUIPMENT. INSTALL LIGHT IN WALK-IN CLOSET 12" MINIMUM HORIZONTAL FROM ANY SHELF. PREWIRE FOR CABLE, TELEPHONE, DATA AS NOTED ON DRAWINGS INSTALL GROUND FAULT CURRENT INTERRUPTER ON EXTERIOR, GARAGE, KITCHEN, AND BATHROOM CONVENIENCE OUTLETS. PROVIDE ARC FAULT PROTECTION ON ALL 120V, 15A AND 20A CIRCUITS EXCEPT IN KITCHENS, BATHROOMS, UNFINISHED BASEMENTS, GARAGES, AND OUTDOORS. 1 3 4 5 6 7 8 9 10 11 PROVIDE TAMPER -RESISTANT RECEPTACLES ON ALL 120V, 15A AND 20A OUTLETS 12 BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN SHOWN. PROVIDE INTERCONNECTING SMOKE DEFECTOR & CARBON MONOXIDE ALARM CONFORMING TO NFPA 72 SECTION 11.5.2 AND LOCAL BUILDING CODES. SEE DETAILS USE 12 AWG OR LARGER CONDUCTORS FOR POWER WIRING. USE ONLY COPPER CONDUCTORS ON CIRCUITS. TYPE NM-B CONDUCTORS CAN BY USED WERE ALLOWED BY CODE. ALL IN SLAB OR UNDERGROUND CONDUCTORS SHALL BE PROTECTED BY CONDUIT RATED FOR ITS ENVIRONMENT. CONTRACTOR TO INSTALL A SURGE PROTECTION DEVICE IN PANEL WITH CIRCUIT DESCRIPTION SPD PER DETAIL 24 ANY QUALITIES SHOW IN SCHEDULES ARE FOR REFERENCE ONLY AND SHALL NOT BE USED AS AN EXACT TAKE OFF. CONTRACTOR IS RESPONSIBLE FOR ALL ACTUAL QUANTITY COUNTS. ONE -LINE NOTES REPRESENT A N-G BONDED GROUNDING ELECTRODE CONDUCTOR. TYPICALLY SHOWN AT SERVICE ENTRANCES OR OUTPUT OF A SEPARATELY DERIVED SYSTEM SUCH AS AN ISOLATION TRANSFORMER. SEE GROUNDING DETAIL FOR CONDUCTOR SIZING. IF MORE THAN ONE SYMBOL IS SHOWN THEN THE SYMBOL WILL ALSO SHOW THE GEC SIZED SPECIFICALLY FOR THAT DEVICE. REPRESENT AN ISOLATED N-G BONDED GROUNDING ELECTRODE CONDUCTOR. TYPICALLY SHOWN AT SEPARATE STRUCTURES. SEE GROUNDING DETAIL FOR CONDUCTOR SIZING. "X" ---KA INDICATE THE AVAILABLE SHORT-CIRCUIT CURRENT LEVELS AT THE LOCATION SHOWN. FAULT CALCULATIONS ARE BASED ON "IEEE STD 242-1975 RECOMMENDED PRACTICE FOR PROTECTION AND COORDINATION OF INDUSTRIAL AND COMMERCIAL POWER SYSTEMS". THE SHORT-CIRCUIT CALCULATIONS INCLUDES MOTOR CONTRIBUTIONS EQUAL TO 4 TIMES THE RATED CURRENT OF THE MOTOR AND AN X/R RATIO OF 4. AIC AIC RATINGS SHOWN AT THE EQUIPMENT WILL BE BASED ON THE SUPPLY VOLTAGE, AVAILABLE FAULT CURRENT AND THE OVER CURRENT DEVICE PROTECTING THE EQUIPMENT. THE SSCR OF ALL EQUIPMENT SHALL MEET OR EXCEED THE AIC RATING SHOWN. PLEASE NOTE THAT AIC APPLIES ONLY TO OVERCURRENT PROTECTION DEVICES (CIRCUIT BREAKERS, FUSES, ETC.) AND SCCR APPLIES TO A FULLY ASSEMBLED DEVICE (I.E., PANELBOARDS, CONTRACTORS, STARTERS), WHICH MAY USE SPECIFIC AIC-RATED OVERCURRENT PROTECTION DEVICES. ❑SEE FEEDER SCHEDULE TO IDENTIFY NUMBER OF CONDUITS. THE QUANTITY OF PHASE, NEUTRAL, & EGC IS PER CONDUIT. GEC ARE NOT X INCLUDED IN FEEDER SCHEDULE. NEW EXISTING DEMO GENERATOR INSTALLATION NOTE NEW LPG GENERATOR IS TO BE A 105KW/105KVA KOHLER 125ERESC W/4T13X ALT GENERATOR IN A CORROSION RESISTANT ENCLOSURE. GENERATOR INSTALLATIONS MUST COMPLY WITH: FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, FLORIDA BUILDING CODE -FUEL GAS, FLORIDA FIRE PREVENTION CODE, AND APPLICABLE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) SUCH AS NFPA 37 AND NFPA 70. PER NFPA 110 THE GENERATOR IS CLASSIFIED AS AN OPTIONAL STANDBY POWER SUPPLY SYSTEM (EPSS) CLASS 36 TYPE 30 LEVEL 2 AND SHALL BE SUPPLIED, INSTALLED, TESTED AND MAINTAINED PER THAT CLASSIFICATION AT ITS APPLICABLE STANDARDS. THE ELECTRIC SERVICE METER/MAIN DISCONNECT LOCATION MUST BE PERMANENTLY LABELED INDICATING AN ALTERNATE POWER SOURCE (GENERATOR) IS CONNECTED TO THE ELECTRIC SYSTEM. A PERMANENT SIGN SHALL BE PLACED AT THE TRANSFER SWITCH LOCATION INDICATING THE SEQUENCE OF OPERATION TO START THE GENERATOR AND TRANSFER THE ELECTRICAL LOADS. GENERATORS MAY NOT BE PLACED WITHIN FIVE FEET OF ANY SEPTIC SYSTEM DRAIN FIELD OR IMPEDE ACCESS TO SEPTIC TANK COVERS OR CLEANOUTS. GENERATORS SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. GENERATORS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL MINIMUM 4 INCH CONCRETE SLAB OR OTHER APPROVED MATERIAL. THE BOTTOM OF THE GENERATOR SHALL MEET ELEVATION REQUIREMENTS OF THE FLOOD CONTROL ORDINANCE OF THE LOCAL AUTHORITY HAVING JURISDICTION OR 6 INCHES ABOVE THE REQUIRED BASE FLOOD ELEVATION, WHICH EVER IS GREATER. GENERATOR SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO PHYSICAL DAMAGE UNLESS PROTECTED BY APPROVED BARRIERS MEETING THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE AND NEC. CLEARANCES AROUND GENERATORS TO ELEMENTS OF PERMANENT CONSTRU CTION, INCLUDING OTHER INSTALLED EQUIPMENT AND APPLIANCES, SHALL BE SUFFICIENT TO ALLOW INSPECTIONS, SERVICE, REPAIR OR REPLACEMENT WITHOUT REMOVING SUCH ELEMENTS OF PERMANENT CONSTRUCTION OR DISABLING THE FUNCTION OF A REQUIRED FIRE RESISTANCE -RATED ASSEMBLY. PER NFPA 37, ENGINES AND THEIR WEATHER PROOF HOUSING MUST BE 5 FEET FROM BUILDING OPENINGS* AND COMBUSTIBLE WALLS. GENERATORS MUST MAINTAIN A 5-FOOT CLEARANCE FROM AIR CONDITIONING CONDENSER UNITS. *PER NFPA-BUILDING OPENINGS INCLUDE SOFFIT VENTS, DOORS, WINDOWS, AND VENTILATION OPENINGS, SUCH AS FOR VENTILATION SYSTEM EXHAUST AND INTAKES. EXCEPTION: ADJACENT WALL HAS A MIN 1-HR FIRE RESISTANCE RATING OR WEATHER PROOF ENCLOSURE IS NON-COMBUSTABLE AND HAS BEEN DEMONSTRATED NOT TO IGNITE OUTSIDE FLAMMABLE MATERIALS. THE 400A SERVICE RATED AUTOMATIC TRANSFER SWITCH WITH MAIN BREAKER MUST BE LISTED FOR ITS USE SUCH AS UL 1008 OR UL 62 AS NEEDED AND BE NEMA 1 OR 3 RATED. INCLUDE THE COMBINED INTERFACE/ LOAD MANAGEMENT BOARD WITH THE ATS AND INTERNAL A SURGE PROTECTION DEVICE. 13 ALL CONDUCTORS SHALL MUST BE STRANDED ANNEALED COPPER KEYED NOTES O II6TALL GROUNDED COD (DARLLI CODUCTOR'M1DUT EGC. NEUTRAL UCTOR COOT BE %40 THAN NEC ABLE .66. SEE ELECWAL OE-UNE FOR SUE GENERATOR (DELTA-WYE CONNECTION) Ulu UTILITY TRANSFORMER V D INSTALL BONDING CONDUCTOR THAT 6 SIZED BASED ON NEC TABLE 250.66 USING (DELTA-WYE CONNECTION) THE SERVICE OR SEPARATELY -DERIVED SYSTEM PHASE CONDUCTOR SIZE. ® INSTALL EQUIPMENT GROUNDING CONDUCTOR SIZED BASED ON NEC TABLE 250.122 BUSBAR IS > 1 /4" X 2" ACCESSIBLE ISOLATE N-G USING THE FEEDER OVER CAM DEVICE SIZE, SEE ELECTRICAL (TIE -LINE FOR SIZE. AND SECURELY FASTENED (CAN BE CANNOT BE SMALLER THAN NEC TABLE 250.66 © INSTALL GANG ELECTRODE CONDUCTOR, SIZE) BASED ON NEC TABLE 250,66 ELIMINATED BY CLAMPING TO GEC). — USING THE SERVICE PHASE CONDUCTOR SIZE, BUT NOT SMALLER THAN 4 AWG. Q GROUND ROD CAN BE CONNECTED TO NEURAL. OF METER INSTEAD OF ATS GROUND. MIN SIZE SHALL BE 5/8' X 10' CID THE FM SUPPLIES A SEPARATE METER GROUND ROD AT SIRUCTURE AND D TO PANEL, BUT ISOLATE NEUTRAL NEUTRAL O GENERAL NOTES 1. EACH GROUNDING ELECTRODE SHOWN SHA L ONLY BE USED IF PRESENT AT EACH MAIN GROUNDING 2 SIRUCIM/BUUILDIIG SERI�FD. IF NONE ARE PART OF THE STRUCTURE/BUIUING ELECTRODE #2 SERVICE RATED ATS THAN AT MINRII A GROUND ROD ELECTRODE SHALL BE INSTALLED. A METAL GROUND BAR (UNSWITCHED NEUTRAL) WATER PIPE SHALL NOT BE USED AS lif SOLE 6RORIdD EECTRODE SYSTEM (GES). (MGB) EQUIPMENT OCPD INTERNAL 2. BOND GAS PIPE ON THE BUILDING SIDE OF THE GAS METER THAT 5 SIZED BASED GROUND NEUTRAL FOR SERVICE ONLY ON THE OCPD SERVING THE STRUCTURE/BUILDING USING NEC TABLE 250.122 WITH —7 .,.,,, WIT • • • • • #2 0 CD 3. A MINIMUM SIZE OF #6 CU. CONDUCTOR SIZES SHOWY ARE MINIMUM AND MAY BE LARGER THAN THE MINIMUM #4C. 2 ® REM BY 4 TO FEEDER EQUIPMENT 4. INS LL GROW CZES ONNECTIONS TO BUILDING STRUCTURE AND WATER PIPES AT 05 LOCATIONS THAT ARE VISIBLE AND ACCESSIBLE FOR INSPECTION, MAN1ENANCE, AND TESTING. 14<20FT 5. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH MELALUC MOUE #14<20 ENTRANCE CONa1R. BOND TO GROUND BUS USING CONDUCTOR THAT IS SIZED #6 #1 O BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE 6. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH METALLIC FEEDER METAL WATER PIPE WITHIN 5 FT OF ENTRANCE AND #6 SAT ANT CABLE TELL CONDUR. ROYD TO GROUND BUS USING CONDUCTOR THAT 6 SIZED BASED ON 10 FT LENGTH NEC TABLE 250.122 USING THE FEEDER CIRCUIT OVER CURRENT DEVICE SIZE OR THE SEPARATELY DEBITED SON OVER CURRENT DEVICE SIZE. INSTALL IF TOTAL GROUND 7. BOND HOT AND COLD WATER PIPING 361EMS, MIN SIZE 10 FT LONG 6' MIN REACTANCE IS LESS 8. INSTALL LISTED IRREVERSIBLE COMPRESSION CONDCTOR WITH TAMPER PROOF CONCRETE ENCASED ELECTRODE MUST BE AT AND 5/8" DNA. THAN 25 OHMS HOW OR INSTALL EXOTHERMIC WELD FOR COWEC1bNS. LEAST 1/2" DNA. OR AWG CU, TOTAL CONNECTED LENGTH — — 9. INSTALL 5 8 X 10' GROUND ROD AND BOND TO FRAME OF GENERATOR. L AT LEAST 20' IN AT LEAST 2OF CONCRETE LOCATED NEAR - - 10. OTHER METAL PIPING OR EXPOSED STRUCTURAL METALS THAT ARE UXELY TO BE BOTTOM OF FOUNDATION IN DIRECT EARTH CONTACT. (NOT BBUMSHALL BE BONDED TO THE SOME EWIPMENT ENCLOSURE USING THE REQUIRED FOR EXISTING STRUCTURE WERE INACCESSIBLE) LARGEST GROUND WIRE RESIDENTIAL SERVICE ENTRANCE GROUNDING SYSTEM W/SE GENERATOR DETAIL 25 SCALE: NONE ELECTRICAL PIS "X" DENOTES FAULT CURRENT NERATOR ELECTRICAL ONE -LINES & NOTES 1/0 WET.TITN Albert B Je1,011141PE# 65050 *' No.65050 0 DAWTATE101/1?���: OR T HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 A 26002522 V co 04 OZ� c M2 a y °b � �oi a0 D W DUN E (nz� y >r m i7" U U c , r 1r� W��/ s g J ID L 0) � N o d r N v W o') UQ� Lu Q c 0 J U) = ILL LLJ Lli = U Z n m CEO LL W W Of r N N N W CO CO 0 Z O U 5; pr W W [if 0 DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER E4. SCALE: NTS P1 ROOM GARAGE 1 VOLTS 240/120V 2P 3W AIC 22000 MOUNTING SURFACE BUS AMPS 100 MAIN BKR 100 FED FROM ATS NEUTRAL 100% LUGS STANDARD NOTE SO D Q0120M100 CKT CKT LOAD KVA CKT CKT LOAD KVA A B A 8 # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 1 20/1 GEN HEATER/CHARGER 1.8 2 20/1 RECEPTACLE 0.72 3 20/1 GARAGE DOOR OPENER 1.44 4 20/1 RECEPTACLE 0.72 5 20/2 AHU-50 0.072 6 20/1 LIGHTING 0.32 7 1 0.072 8 20/1 LIGHTING 0.512 9 -/1 SPACE 0 10 20/1 LANDSCAPE LIGHTING 0.75 11 -/1 SPACE 0 12 20/1 LANDSCAPE LIGHTING 0.75 13 -/1 SPACE 0 14 -/1 SPACE 0 15 -/1 SPACE 0 16 -/l SPACE 0 17 30/2 SURGE PROTECTION 0 18 -/1 SPACE 0 19 1 0 20 -/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 1 3.66 1 3.49 OPTIONAL DWELLING SERVICE CALCULATION (NEC 220. SECTION IV) KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 4.74 (4MIO) GENERAL LIGHTING O 0 SF MAX HEATING OR COOLING 0.144 (220.82(CX1)) SMALL -APPLIANCE 0 TOTAL LOAD 4.88 LAUNDRY 0 BALANCED AMPS 20.4 07HER APPLIANCES 4.74 TOTAL GENERAL LOADS 4.74 RO 4 ROOM LAUNDRY VOLTS 240/120V 2P 3W AIC 22000 MOUN7M SURFACE BUS AMPS 200 MAIN BKR 200 FED FROM P2 NEUTRAL 100% LUGS STANDARD NOTE SO D 00142M200 CKT CKT LOAD KVA CKT CKT LOAD KVA # 00 CIRCUIT DESCRIPTION A B # BKR CIRCUIT DESCRIPTION A B 1 20/2 AHU-lA, AHU-lB 0.643 2 20/1 STRUCTURE MEDIA UNIT 0.5 3 1 0.643 4 20/2 SMALL APPLIANCE 1.5 5 50/2 DOUBLE OVEN 5.4 6 1 SMALL APPLIANCE 1.5 7 1 5.4 8 20/1 LAUNDRY 1.5 9 30/2 DRYER 2.5 10 20/1 BATH 0.36 i1 I 2.5 12 20/1 BATH 0.36 13 20/1 WASHER 1.2 14 20/1 RECEPTACLE 1.44 15 20/1 RANGETOP 1 16 20/1 RECEPTACLE 1.08 17 20/1 HOOD 1.2 18 20/i RECEPTACLE 0.72 19 20/1 REFRIGERATOR 0.96 20 20/1 RECEPTACLE 1.44 21 20/1 DISPOSAL 1.66 22 20/1 LIGHTING 1.7 23 20/1 DISHWASHER 1.3 24 20/1 LIGHTING 1.74 25 20/1 MICROWAVE DRAWER 1.2 26 20/1 LIGHTING 1.78 27 20/i U/C REFRIGERATOR 0.38 28 20/1 LIGHTING 0.832 29 20/1 WARMING DRAWER 0.85 30 20/1 LIGHTING 0.828 31 20/1 LP GRILL 0.84 32 -/l SPACE 0 33 20/1 DISHWASHER DRAWERS 1.2 34 -/1 SPACE 0 35 -/l SPACE 0 35 -/l SPACE 0 37 -/1 SPACE 0 38 -/l SPACE 0 39 30/2 SURGE PROTECTION 0 40 -/1 SPACE 0 41 1 0 42 -/l SPACE 0 TOTAL CONNECTED KVA BY PHASE 24.7 21.5 OPTIONAL DWELLING SERVICE CALCULATION (NEC 220. SECTION IV) KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 22.2 (40A10) GENERAL LIGHTING 7.86 2,620 SF MAX HEATING OR COOLING 1.29 (220.82(C)(1)) SMALL -APPLIANCE 3 TOTAL LOAD 23.5 LAUNDRY 1.5 BALANCED AMPS 97.8 OTHER APPLIANCES 28.1 TOTAL GENERAL LOADS 40.4 P2 ROOM GARAGE 2 VOLTS 240/120V 2P 3W AIC 22000 MOUNTING SURFACE BUS AMPS 400 MAIN BKR MLO FED FROM ATS NEUTRAL 100% LUGS STANDARD NOTE SO HCN32744/ HCN74TSD/ HC2674B CKT CKT LOAD KVA CKT CKT LOAD KVA A B A B # BKR CIRCUIT DESCR PION # 00 CIRCUIT DESCRIPTION 1 125/2 PANEL P3 11.9 2 150/2 PANEL P6 12.9 3 1 11.9 4 1 11.2 5 200/2 PANEL P4 24.7 6 100/2 PANEL PP 7.42 7 1 21.5 8 1 6.92 9 150/2 PANEL PS 11 10 20/1 GARAGE DOOR OPENER 1.44 11 1 13.8 12 20/1 TANKLESS WATER HEATER 0.2 13 20/2 AHU-5A 0.06 14 20/1 RECEPTACLE 0.9 15 1 0.06 16 20/1 RECEPTACLE 0.9 17 -/1 SPACE 0 18 20/1 LIGHTING 0.67 19 -/l SPACE 0 20 20/1 LANDSCAPE LIGHTING 0.75 21 -/l SPACE 0 22 20/1 LANDSCAPE LIGHTING 0.75 23 -/l SPACE 0 24 -/l SPACE 0 25 -/1 SPACE 0 28 -/l SPACE 0 27 30/2 SURGE PROTECTION 0 28 -/1 SPACE 0 29 0 1 30 1 -/1 1 SPACE 0 TOTAL CONNECiED KVA BY PHASE 71.7 67.1 OPTIONAL DWELLING SERVICE CALCULATION (NEC 220. SECTION IV) KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 44.5 (40D10) GENERAL LIGHTING 23.7 7,802 SF MAX HEATING OR COOLING 29.9 (220.S2(CX1)) SMALL -APPLIANCE 6 TOTAL LOAD 75 LAUNDRY 1.5 BALANCED AMPS 312 OTHER APPLIANCES 65.2 TOTAL GENERAL LOADS 96.3 P5 ROOM STORAGE 01 VOLTS 240/120V 2P 3W AIC 22000 MOUNTING SURFACE BUS AMPS 150 MAW BKR 150 FED FROM P2 NEUTRAL 100% LUGS STANDARD NOTE SO D 00132M150 LOAD KVA CKT CKT LOAD KVA A B A B fT � CRpIT DESCRIPTION IF BKR CIRCUIT DESCRIPTION 1 20/2 AHU-3A 0.47 2 20/1 STRUCTURE MEDIA UNIT 0.5 3 1 0.47 4 20/2 SMALL APPLIANCE 1.5 5 30/2 INDUCTION COOKTOP 3.05 6 1 SMALL APPLIANCE 1.5 7 1 3.05 8 20/1 RECEPTACLE 0.72 9 20/1 HOOD 0.72 10 20/1 RECEPTACLE 1.08 11 20/1 WINE COOLER 0.96 12 20/1 RECEPTACLE 0.9 13 20/1 ICE MAKER 0.38 14 20/1 RECEPTACLE 1.26 15 20/1 DISPOSAL 1.66 16 20/1 LIGHTING 1.41 17 20/1 UC REFRIGERATOR 0.54 16 20/1 LIGHTING 0.35 19 20/1 REFRIGERATOR DRAWERS 0.85 20 20/1 LANDSCAPE LIGHTING 0.75 21 20/1 REFRIGERATOR DRAWERS 0.85 22 -/l SPACE 0 23 20/1 DISHWASHER 1.5 24 -/1 SPACE 0 25 20/1 GAS IGNITER, TANKLESS WATER 0.3 28 -/l SPACE 0 HEATER 27 -/1 SPACE 0 28 -/l SPACE 0 29 30/2 SURGE PROTECTION 0 30 -/l SPACE 0 31 1 1 0 32 1 -/1 1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 11 3.a OPTIONAL DWEUNG SERVICE CALCULATION (NEC 220. SECTION IV) KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 16 (40D10) GENERAL LIGHTING 6.77 Z258 SF MAX HEATING OR COOLING 0.941 (220.82(C)(1)) SMALL -APPLIANCE 3 TOTAL LOAD 16.9 LAUNDRY 0 BALANCED AMPS 70.4 OTHER APPLIANCES 15.1 TOTAL GENERAL LOADS 24.9 PP ROOM POOL EQUIPMENT VOLTS 240/120V 2P 3W AK: 22000 MOUNTING SURFACE BUS AMPS 100 MAIN BKR MLO FED FROM P2 NEUTRAL 100% LUGS STANDARD NOTE SUPPLIED BY OTHERS CKT CKT LOAD KVA CKT CKT LOAD KVA A 8 A 1 8 # BKR CRCIT DESCIBPTIOFI # Blot CIRCUIT DESCRIPTION 1 50/2 POOL HEAT PUMP 4.68 2 20/1 POOL LIGHTS 0.7 3 1 4.68 4 20/1 POOL CONTROLS 0.2 5 30/2 POOL PUMP 2.04 1 6 -/1 SPACE 0 7 1 2.04 8 -/l SPACE 0 TOTAL CONNECTED KVA BY PHASE 7.42 6.92 OPTIONAL DWELLING SERVICE CALCULATION (NEC 220, SECTION M KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 11.6 (40%>10) GENERAL LIGHTING 0 0 SF MAX HEATING OR COOLING 0 SMALL -APPLIANCE 0 70TAL LOAD 12.1 LAUNDRY 0 BALANCED AMPS 50.3 OTHER APPLIANCES 13.9 TOTAL GENERAL LOADS 13.9 P3 ROOT MECHANICAL YARD VOLTS 240/120V 2P 3W AIC 22000 MOUNTING SURFACE BUS AMPS 125 MAIN BKR MLO FED FROM P2 NEUTRAL 100% LUGS STANDARD NOTE. SO D 001121-125GRB Off OCT LOAD KVA CKT CKT LOAD KVA A B A B # BIOS CIRCUIT DESCRIPTION # 80 CIRCUIT DESCRIPTION 1 35/2 CU-1 2.79 2 35/2 CU-3 2.79 3 1 2.79 4 1 2.79 5 35/2 CU-2 2.79 6 30/2 CU-4 1.65 7 1 2.79 8 1 1.65 9 30/2 SURGE PROTECTION 0 10 25/2 CU-5 1.84 11 1 0 12 1 1 1.84 TOTAL CONNECTED KVA BY PHASE 1 11.9 1 11.9 OPTIONAL DVMM SERVICE CALCULATION (NEC 220. SECTION M KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 0 (40D10) GENERAL LIGHTING 0 0 SF MAX HEATING OR COOLING 23.7 (220.82(CX1)) SMALL -APPLIANCE 0 TOTAL LOAD 23.7 LAUNDRY 0 BALANCED AMPS 98.9 OTHER APPLIANCES 0 TOTAL GENERAL LOADS 0 NEMA 3R P6 ROOT STORAGE 02 VIIY,IS 240/120V 2P 3W AIC 22000 MOUNBMG SURFACE BUS AMPS 150 MAIN BUR 150 FED FROM P2 NEUTRAL 100% LUGS STANDARD MM SO D 00132M150 CKT Off LOAD KVA LOAD KVA A 8 A B 80 CIRCUIT D�PTM # # BM CIRCUIT DESOWTION 1 20/2 AHU-2, AHU-3B 0.797 2 30/2 ELEVATOR 1.44 3 1 0.797 4 1 1.44 5 20/2 AHU-4A, AHU-46 0.624 6 20/1 ELEVATOR CART 1.5 7 1 0.624 8 20/1 STRUCTURE MEDIA UNIT 0.5 9 20/2 ERV 0.504 10 20/1 BATH 0.54 11 1 0.504 12 20/1 BATH 0.54 13 20/1 LIGHTING 1,27 14 20/1 RECEPTACLE 1.26 15 20/1 LIGHTING 1.33 16 20/1 RECEPTACLE 1.26 17 20/1 LIGHTING 1.21 18 20/1 RECEPTACLE 1.44 19 20/1 LIGHTING 1.12 20 20/i RECEPTACLE 1.44 21 -/1 SPACE 0 22 20/1 RECEPTACLE 1.26 23 -/1 SPACE 0 24 20/1 RECEPTACLE 1.62 25 -/1 SPACE 0 26 20/1 RECEPTACLE 1.08 27 -/1 SPACE 0 28 -/1 SPACE 0 29 30/2 SURGE PROTECTION 0 30 -/1 SPACE 0 31 1 1 0 32 1 -/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 12.9 11.2 OPTIONAL DWELLING SERVICE CALCULATION (NEC 220, SEC11ON IV) KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 11.6 (4010-10) GENERAL UG IM 9.04 3,014 SF MAX 14EATOO OR COOLING 3.85 (220.82(CXi)) SMALL -APPLIANCE 0 TOTAL LOAD 15.4 LAUNDRY 0 BALANCED AMPS 64.2 OTHER APPLIANCES 4.88 TOTAL GENERAL LOADS 13.9 ATS ROOT GARAGE 1 VOLTS 240/120V 2P 3W AIC 22,000 MO NTAG SURFACE BUS AMPS 400 MAW 00 MLO FED FROM UTL NEUTRAL 100% LUGS STANDARD MOLE KOHLER RXT-JFNC-0400CSE off LOAD KVA A B # TRIP OIiS CIRCUIT DESCRIPTION P®ER RACEWAY AND CONDUCYaR6 1 100/2 PANEL P7 3.66 3.49 1-1/2-C,2#1,#1N,#8G 2 400/2 PANEL P2 71.7 67.1 (2)2"C,2#3/0,#3/ON,#3G TOTAL OOWIECiED KVA BY PHASE 75.4 70.6 OPTIONAL DIELUNG SERVICE CALCULATION (EEC 220. SECTION IV) KVA KVA GENERAL LOADS CALCULATED GEiNE7RAL LOADS 46.4 (4=40) GENERAL LIGHTING 23.7 7,892 SF MAX HEATING OR COOLING 30.1 (220,B2(CX1)) SMALL -APPLIANCE 6 TOTAL LOAD 77 LAUNDRY 1.5 BALANCED AMPS 321 OTHER APPLIANCES 69.9 TOTAL GENERAL LOADS 101 GEN ROOM GENERATOR YARD KW 105 VOLTS 240/120V 2P 3W FEEDER KVA 105 PF 1 NOTE KOHLER 125ERESC W/4T73X ALT CKT LOAD KVA A g # TiUP� CIRCUIT DESCRIPTION P®aR RACEWAY AND COMDUO10RS 1 400/2 TRANSFER SWITCH ATS 75.4 70.6 (2)2-C,2#3/0,#3/ON,#3G TOTAL CONNECTED KVA BY PHASE 75.4 70.6 OPTIONAL DKLUMG SERVICE CALCULATION (NEC 220. SECTION M KVA KVA GENERAL LOADS CALCULATED GENERAL LOADS 46.4 (40010) GENERAL LIGHTING 23.7 7,892 SF MAX HEATING OR COOLING 30.1 (220.82(CX1)) SMALL -APPLIANCE 6 TOTAL LOAD 77 LAUNDRY 1.5 BALANCED AMPS 321 OTHER APPLIANCES 69.9 TOTAL GENERAL LOADS 101 RATED 0 438A, 626 CFH 0 100% LOAD Albert B Je,l �)N�E# 65050 *' No.860513 0. DA�TATE1�i/,T�� �i� FS • C O R 1 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA2eo nn INC �J Ci z� c C6 ~�II LL c LJ� c d uj co W c co O 111 N Z Zd U U CO J •Wa�3i 100 V y tU) N� Z N Ll v LLJ O� UQcr) W Q> co 0 > J v3 2 LL W LLl = U nco (=) 0 m(0LL W (] W N N N W Z) N z Z O Lu LU 0 d DATE:03-08-2017 JOB NO. 1702 SHEET NUMBER SCALE:NTS RECEPTACLE SCHEDULE SYMBOL NEMA VOLTS NOTES 5-15-2R 120V 1P 2W STANDARD WALL RECEPTACLE MOUNTED t1D tt 15" AFF, AS NOTED, OR BASEBOARD (SEE ARCH DRAWINGS) 5-15-2 120V 1P 2W FLOOR RECEPTACLE. ® FULLY RECESSED AND SEALED WITH THE FINISHED FLOOR. 5-15-2R 120V IF 2W STANDARD WALL RECEPTACLE MOUNTED 15" AFF OR AS NOTED WITH GFCI PROTECTED. 5-15-2R 120V iP 2W STANDARD WALL RECEPTACLE MOUNTED Ih 15' AFF OR AS NOTED. if TOP HALF OF OUTLET CONTROLLED BY SWITCH. 5-15-2R 120V iP 2W STANDARD WALL RECEPTACLE MOUNTED wa 18" AFF (WEATHER PROOF PER NEC, GFCI) 120V 1P 2W CEILING FAN O O �O 120V 1P 2W EXHAUST FAN. SPEC & LOCATE EXACT LOCATION FROM MECHANICAL DRAWINGS 5-15/20R 120V 1P 2W GARAGE DOOR OPENER Goo ON GFCI. 5-15 120V 1P 2W 20A/5-20P WITH 6 5-15R POWER STRIP WITH GFCI 120V 1P 2W ELECTRICAL HARDWIRED ® CONNECTION TO sMu STRUCTURED MEDIA UNIT (SEE DETAIL) SEE ARCHITECT SPECIFICATIONS FOR EXACT REQUIREMENTS. WP=WET OR DAMP RATED DEPENDING ON ENVIRONMENT, GFCI= RECEPTACLE MUST BE A GROUND FAULT CIRCUIT INTERRUPTER TYPE OR PROTECTED UPSTREAM BY ONE OR RATED BREAKER TYPE. NOTE: LOCATION & OTY OF UGHIS MAY VARY. TRACTION APPLICATION MOUNT FIXTURES/SWITCHES PER ELEVATOR SPECIFICATIONS. ELEVATOR FUSED SAFETY SMTCH CAR WHIM, RECEPT, VDITAlATION OCPD HOOK UP TO SMOKE ALARM SYSTEM CONTROLLER, WWDING: MOTOR, VFD, & UPS NO G ELEVATOR & HOISTWAY DETAILITYRCALI NOTES: ALL EQUIPMENT IS INSTALLED ABOVE TOP OF TRACK. NEC SERVICE CLEARANCE ARE TO BE MEF FOR CONTROLLER AND DISCONNECTS. MOUNT FIXTURES/ SWITCHES PER ELEVATOR SPECIFICATIONS. EACH DISCONNECT REQUIRES A SIGN THAT IDENTIFIES THE LOCATION OF THE SUPPLY-SIDE OCPD STANDARD TELEPHONE LINE SHOULD BE PULLED TO THE CONTOLLER WITH APPROXIMATELY TEN FEEF EXTRA LENGTH INSIDE ARE. CAR LIGHTS AND RECEPTACLES SHALL BE ON A SEPARATE BRANCH CIRCUIT AND PROTECTED LOCALLY WITH A OCPD DISCONNECT. ELEVATOR DISCONNECT MUST BE FUSED, LOCKABLE, AND SUPPLY PHASE, NEUTRAL & GROUND AND INCLUDE AN INTERLOCK KIT IF USING A BATTERY LOWERING DEVICE. CAN BE PART OF CONTROL PANEL. SMOKE/ SYSTEMSHEAT DETECTOR REQUIRED ONLY WITH SPRINKLER RESIDENTIAL ELEVATOR DETAIL (TYPICAL) SCALE: NONE FIRE ALARM SCHEDULE CALLOUT SYMBOL MODEL NOTES SMOKE ALARM PHOTOELECTRIC SMOKE CIRCUIT TO LOCAL ® ALARM POWER CIRCUIT & INTERCONNECT ALL ALARMS. SMOKE -CO COMBINATION CARBON CIRCUIT TO LOCAL ALARM ® MONOXIDE & POWER CIRCUIT & PHOTOELECTRIC SMOKE INTERCONNECT ALL ALARM ALARMS. DETECTOR ADDRESS LIST 1 SMOKE ALARM 2 SMOKE -CO ALARM 3 SMOKE ALARM 4 SMOKE ALARM 5 SMOKE ALARM 6 SMOKE -CO ALARM 7 SMOKE ALARM 8 SMOKE -CO ALARM 9 SMOKE ALARM 10 SMOKE ALARM 11 SMOKE ALARM FIRST ITEM IN THE DESCRIPTION IS THE PANEL TO USE. 3 NOTE: 1. IN DWEWNGS WHERE TWO OR MORE SMOKE DETECTORS ARE REQUIRED THEY SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE SHALL CAUSE ACTUATION OF ALL DETECTORS IN THE DWELLING UNIT. 2. IN DWELLINGS WHERE ONLY ONE SMOKE DETECTOR IS REQUIRED THEN IT SHALL RECEIVE ITS POWER FROM THE SAME CIRCUIT SUPPLYING POWER TO THAT ROOM. 3. SO IS A SMOKE DETECTOR. CS IS A COMBINATION SMOKE AND CARBON MONOXIDE DEFECTOR. BOTH UNITS MUST CONTAIN BATTERY BACK UP IN ADDITION TO NORMAL POWER. HD IS HEAT DETECTOR. 4. INSTALL ON CEILING OR ON WALL NO CLOSER THAN 4" OF CEILING AND NO LOWER THAN 12" BELOW CEILING. LUMINAIRE SCHEDULE SYMBOL DESCRIPTION m DIRECTIONAL RECESSED CEILING LIGHT 2' x 4' CEILING LIGHT `' ' POOL LIGHT E7 RECESSED CEILING LIGHT SURFACE MOUNTED CEILING LIGHT t--o--H UNDER -CABINET LIGHTING WALL MOUNTED LIGHT FOR REFERENCE ONLY TO SHOW CIRCUITING. CONTRACTOR TO USE ARCHITECTS RCP & LIGHTING SCHEDULE FOR ALL FIXTURES/NOTES. WP=WET OR DAMP RATED DEPENDING ON ENVIRONMENT. SWITCH SCHEDULE SYMBOL DESCRIPTION DECORA TYPE, $ SPECIFICATION GRADE, RATED 20 AMPS. THREEWAY SWITCH, $ DECORA TYPE, 3 SPECIFICATION GRADE, RATED 20 AMPS. FOURWAY SWITCH, DECORA TYPE, 4 SPECIFICATION GRADE, RATED 20 AMPS. GARAGE DOOR OPENER p SWITCH, SEE G ARCHITECTS SPECIFICATIONS SEE ARCHITECT SPECIFICATIONS FOR EXACT REQUIREMENTS. NOTE DERATING OF GANGED DIMMERS AND LOAD WATTAGE DOES NOT EXCEED RATING BASED ON LAMP TYPE. NOTE CN_Y U1 A SPD DESIGNED FOR A 120/240 SNG4E PHASE. GM K7LTAGE WILL CAUSE SPD TO FNL MD NOT PROTECT EACH PANE WLL USE BTFFR THE PSPD OR TFE WHSPD OPTION MD NOT BOTH SUB -PANEL PLUG IN, CLIP ON GROUND, SURGE PROTECTION DEVICE-PSPD (TYP) iWHOLE HOUSE SURGE PROTECTIVE DEVICES-WHSPD (TYP) a AC SPD MODULE (TYP) J - V_ TELE MODULE (TYP) rNEUTRAL F-CON COAX MODULE (TYP) MANUFACTURE: SQUARE D OR EQUAL BASED ON MODEL NUMBERS BELOW: GROUND BUS CONNECTION WHOLE HOUSE MODEL NUMBERS 30A BREAKER FEEDING SURGE SURFACE MOUNT NEMA 3R: SDSB1175R PROTECTION DEVICE (TYP) FLUSH MOUNT NEMA 1: SDSB1175C BUS CONNECTION SUB -PANEL PLUG IN MODEL NUMBERS NELBOARD QO PANEL: 002175SB HOMELINE PANEL: HOM2175SB 1. MODEL # TO USE WILL BE REFERENCED IN THE PANEL SCHEDULES CB POSITION DESCRIPTION WITH A "# SPD" IN FRONT OF IT AND A NOTE BELOW THE SCHEDULE REFERENCING THIS DETAIL. 2. LOCATE THE WHSPD AS CLOSE AS POSSIBLE TO THE ELECTRICAL SERVICE PANEL SERVING THE LOADS TO BE PROTECTED TO MINIMIZE THE EFFECTS OF CONNECTION LEAD -LENGTH RESISTANCE AND INDUCTANCE. 3. LOADS FROM THE AC SPD MODULE MUST BE CONNECTED TO THE POWER MAINS THROUGH A DEDICATED 30-AMP BRANCH CIRCUIT BREAKER. 4. THE TOTAL CONNECTION LENGTH BETWEEN THE BRANCH POWER LINES AND AC SPD DEVICE SHOULD BE AS SHORT AS POSSIBLE (18" MAX.). LEADS FROM THE AC SPD UNITS SHOULD BE BUNDLED TOGETHER AND SECURED WITH CABLE TIES WHEN POSSIBLE. 5. THE VIDEO MODULE GROUNDS TO THE CABLE SHIELD AND THE TELEPHONE TO THE FRAME OF THE WHSPD WHICH USES THE AC SPD GROUND. DO NOT USE A SEPARATE GROUND ROD AS DATA CABLES ARE GROUNDED TO THE GES OUTSIDE THE RESIDENCE. 6. CONFIRM THE DATA MODULES ARE FED FROM OUTSIDE THE RESIDENCE FIRST WITHOUT BYPASSING THE WHSPD BEFORE ANY IN HOUSE EQUIPMENT USE. SPD WHOLE HOUSE WIRING DETAIL 2 SCALE: NONE MULTI -TAP LOW -VOLTAGE ISOLATION TRANSFORMER. CAN BE MOUNTED TO OTHER SOLID NON -VINYL STRUCTURE COIL #16-2 LEFTOVER 25' TIN COATED COPPER LEAD WIRE AT BASE OF FIXTURE ALLOWING FOR FUTURE FIELD ADJUSTMENT OF FIXTURE PLACEMENT IF REO'D MAX. DIST. FROM SPIDER SPLICE IS 23' KEEP WIRE LENGTHS FROM SPIDER SPLICE THE SAME FOR EVEN VOLTAGE DROP TO THE FIXTURES 120 VOLT PRIMARY POWER SUPPLY ACCESSIBLE SPIDER FIXTURE SPLICE WIRE RECORD JUNCTION TAG "HOME RUN" WIRE TO 12" PROTECTIVE SLEEVE MATERIAL WHEN TRANSFORMER. USE #10-2 TRANSITIONING BETWEEN TURF AND BEDS TIN COATED MARINE GRADE OR TURF AND WALKS SO EDGING WIRE UNLESS SHOWN EQUIPMENT DOES NOT DAMAGE WIRING, DIFFERENTLY ON PLAN VIEW. INSTALLING WIRE AND SLEEVE 12" DEEP MIN. BURY 6" BELOW GRADE* SPECIAL EQUIPMENT SCHEDULE SYMBOL DESCRIPTION T DATA OUTLET y TV/CABLE SEE ARCHITECT SPECIFICATIONS FOR EXACT REQUIREMENTS. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2, INSTALLERS SHALL USE WIRE MARKERS OR COLORED TAPE TO LABEL BOTH ENDS OF EACH WIRE RUN. 3. TRANSFORMER SHALL BE HOUSED IN A STAINLESS STEEL ENCLOSURE. 4. MOUNT TRANSFORMER USING 3/8"x 2 1/2" S/S LAG BOLTS WITH WASHERS 5. CONDUCTORS SHALL BE TIN -COATED MARINE -GRADE COPPER WIRE 6. SPLICE POINTS SHALL BE SOLDERED AND SEALED IN GRADE SILICONE/GREASE-FILLED WIRE NUT, ACE CONNECTOR OR BUCHANAN CRIMPS. REGULAR WIRE NUTS, PIERCE -POINT OR PUSH -ON CONNECTION WITH OR WITHOUT 120 VOLT ELECTRICAL OR LIQUID TAPE SHALL 20A GFCI NOT BE USED. PROTECTED* 7. "LOOP METHOD" CAN BE USED INSTEAD OF A SPIDER SPLICE MOUNTING STAND MIN JUNCTION WITH ALL ELSE BEING THE SIZE IS 4"X4" BURIED SAME. AT LEAST 20" 8. HOME RUN WIRE CAN BE RAN TO CENTER FIXTURE FOR CONNECTION OF 3 OR LESS FIXTURES INSTEAD OF * DEPTH SUBJECT A SPIDER SPLICE. TO LOCAL CODES 9• MUST OPERATE LAMP BETWEEN AND CONDITIONS. 10.5-12.0 VOLTS. OPTIMAL RANGE IS 10.5-11.3. CHECK VOLTAGE WITH DIGITAL MULTI -METER. 10. TAMP TRENCHED AFTER INSTALLATION. SMOKE AND CARBON MONOXIDE ALARM SPECS 4 1 LANDSCAPE WIRING INSTALLATION (TYPICAL) SCALE: NONE SCALE: NONE t 6 APPLIANCES EQUIPMENT SCHEDULE CALLOUT SYMBOL DESCRIPTION VOLTS AMPS KVA HP CIRCUIT WIRE CALLOUT NOTES A-01 ® FOOD -WASTE DISPOSER 120V 1P 2W 13.8 1.66 3/4 HP P5-15 1#12,#12N,#12G A-01 ® FOOD -WASTE DISPOSER 120V 1P 2W 13.8 1.66 3/4 HP P4-21 1#12,#12N,#12G A-02 WOLF SRT486GLP 48 INCH LIQUID 120V 1P 2W 8.3 1 P4-15 1#12,#12N,#12G ® PROPANE RANGETOP WITH GRIDDLE, 6 SEALED BURNERS. A-03 BEST CP57E482SB 48" POTENZA 120V 1P 2W 10 1.2 P4-17 1#12,#12N,#12G ® BUILT-IN RANGE HOOD WITH LED LAMP LIGHTING, 1200 CFM A-04 SUBZERO IT-36CIID 36 INCH 120V 1P 2W 8 0.96 P4-19 1#12,#12N,#12G COUNTER DEPTH BOTTOM FREEZER ® REFRIGERATOR WITH 19.7 CU. FT. TOTAL CAPACITY, 6.4 CU. FT. FREEZER CAPACITY A-05 ® WOLF DO30TM/S/TH DOUBLE OVEN 240/120V 2P 45 10.8 P4-5,7 1"C,2#6,#6N,#10G WOLF 3W A-06 ® SUBZERO ID-36R 36"REF. DRAWERS 120V iP 2W 7.1 0.85 P5-21 1#12,#12N,#12G A-06 ® SUBZERO ID-36R 36"REF. DRAWERS 120V IF 2W 7.1 0.85 P5-19 1#12,#12N,#12G A-07 SUBZERO #IW30RLH 30 INCH 120V 1P 2W 8 0.96 P5-11 1#12,#12N,#12G ® BUILT-IN DUAL ZONE WINE COOLER WITH 86 BOTTLE CAPACITY A-08 ® SUBZERO, #UC-151 15" 120V 1P 2W 3.2 0.38 P5-13 1#12,#12N,#12G UNDERCOUNTER ICE MACHINE A-09 ELECTROLUX EFLS617SIW FRONT 120V 1P 2W 10 1.2 P4-13 1#12,#12N,#12G ® LOAD PERFECT STEAM WASHER 4.4 CU.FT A-10 ELECTROLUX EFME617SIW FRONT 240V 2P 2W 20.8 5 P4-9,11 1/2"C,2#10,#10G ® LOAD PERFECT STEAM ELECTRIC DRYER 8.0 CU.FT. A-12 MIELE, #G 6987 SCVI K20AM 24" 120V IF 2W 12.5 1.5 P5-23 1#12,#12N,#12G ® FUTURA DIAMOND FULLY INTEGRATED DISHWASHER A-13 ® 24" UNDER COUNTER 120V 1P 2W 4.5 0.54 P5-17 1#12,#12N,#12G REFRIGERATOR SUBZERO UC-24R A-14 FISHER PAYKEL, #DD24DHT17 24" 120V 1P 2W 10 1.2 P4-33 1#12,#12N,#12G ® PANEL READY DOUBLE DISHDRAWER TALL A-15 ® ASKO D5556XXLF1 24 INCH BUILT 120V 1P 2W 10.8 1.3 74-23 1#12,#12N,#12G IN FULLY INTEGRATED DISHWASHER A-16 WOLF MD24TES 24" TRANSITIONAL 120V 1P 2W 10 1.2 P4-25 1#12,#12N,#12G ® DRAWER MICROWAVE WITH 1.2 CU. FT. CAPACITY A-17 ® SUBZERO, #UC-24R 24" 120V 1P 2W 3.2 0.38 P4-27 1#12,#12N,#12G UNDERCOUNTER REFRIGERATOR A-18 WOLF WWD30 30" WARMING DRAWER 120V 1P 2W 7.1 0.85 P4-29 1#12,#12N,#12G ® WITH 1.6 CU. FT. CAPACITY, AUTOMATIC SHUT-OFF, REMOVABLE RACK, 850 WATT HEATING ELEMENT. A-19 ® WOLF JR304TESTH 30 INCH 240/120V 2P 25.4 6.1 75-5,7 1/2"C,2#10,#10N,#10G INDUCTION RANGE 3W A-20 ® BEST D49M3OSB 30 INCH 120V 1P 2W 6 0.72 P5-9 1#12,#12N,#12G DOWNDRAFT VENTILATION 600 CFM A-21 HESTAN GMBR30LP 30 INCH 120V 1P 2W 7 0.84 P4-31 1#12,#12N,#12G ® BUILT-IN LIQUID PROPANE GRILL WITH STANDARD BURNERS ,cL mRuniiECTS SCHEDULE rum ExA,,T ULSGKIF'IIUN ANU KLUUIKLMLNIS. GENERAL SCHEDULE CALLOUT SYMBOL DESCRIPTION VOLTS AMPS KVA HP CIRCUIT WIRE CALLOUT NOTES EC ELEVATAOR CART 120 12.5 1.5 P6-6 1#12,#12N,#12G RUN ❑I CONDUI/CONDUCTORS TO DISCONNECT FOR FUTURE CART EL ELEVATOR 240/120 12 2.88 2 HP P6-2,4 1/2"C,2#10,#10N,#10G RUN 0' CONDUI/CONDUCTORS TO DISCONNECT FOR FUTURE ELEVATOR HC ® GEN HEATER/CHARGER 120 15 1.8 1#12,#12N,#12G IG /, Y GAS FIREPLACE IGNITER 120 0.8 0.1 1#12,#12N,#12G CONFIRM SPECS, tP5-25 LOCATION & CONTROLS PE1 ® POOL PUMP 240 17 4.08 3 HP 7 1/2"C,2#10,#NOG PE2 ® POOL HEAT PUMP 240 39 9.36 3 3/4"C,2#6,#10G WH1 NAVIEN NPE-240A GAS 120 1.7 0.2 P5-25 1#12,#12N,#12G ® TANKLESS WATER HEATER WH2 NAVIEN NPE-240A GAS 120 1.7 0.2 P2-12 1#12,#12N#12G ® TANKLESS WATER HEATER xC JUMLUULL -UN LAAc1 UtJCKIrIIUN ANU KLUUIKLMLNIS. HVAC EQUIPMENT SCHEDULE CALLOUT SYMBOL DESCRIPTION VOLTS AMPS HP CIRCUIT WIRE CALLOUT MCA MOCP NOTES AHU-1A cp DAIKIN FXT024TAVJU 240V 2P 2W 3.9 P4-1,3 2#12,#12G 4.9 15 AHU AHU-1B ❑, DAIKIN FXM024TBVJU 240V 2P 2W 1.4 P4-1,3 2#12,#12G 1.8 15 AHU AHU-2 �, DAIKIN FXTQ48TAVJU 240V 2P 2W 5.2 P6-1,3 2#12,#12G 6.5 15 AHU AHU-3A �, DAIKIN FXTQ24TAVJU 240V 2P 2W 3.9 P5-1,3 2#12,#12G 4.9 15 AHU AHU-38 �, DAIKIN FXMQ24TBVJU 240V 2P 2W 1.4 P6-1,3 2#12,#12G 1.8 15 AHU AHU-4A DAIKIN FXT024TAVJU 240V 2P 2W 3.9 P6-5,7 2#12,#12G 4.9 15 AHU AHU-4B DAIKIN FXMQI8PBVJU 240V 2P 2W 1.3 P6-5,7 2#12,#12G 1.6 15 AHU AHU-5A ❑' DAIKIN FXA018PVJU 240V 2P 2W 0.5 P2-13,15 2#12,#12G 0.5 AHU-5B ❑' DAIKIN FXAQ24PVJU 240V 2P 2W 0.6 P7-5,7 2#12,#12G 0.6 CU-1 ® DAIKIN RXT048TAVJU 4 240V 2P 2W 23.3 P3-1,3 1/2"C,2#10,#1 OG 29.1 35 TON CU CU-2 ® DAIKIN RXTQ48TAVJU 4 240V 2P 2W 23.3 P3-5,7 1/2"C,2#10,#10G 29.1 35 TON CU CU-3 ® DAIKIN RXT048TAVJU 4 240V 2P 2W 23.3 P3-2,4 1/2"C,2#10,#10G 29.1 35 TON CU CU-4 ® MITSUBISHI 240V 2P 2W 13.8 P3-6,8 1/2"C,2#10,#10G 26 30 PUMY-P36NHMU-BS CU-5 ® DAIKIN RXTQ36TAVJU 3 240V 2P 2W 15.3 P3-10,12 1/2"C,2#12,#12G 16.5 25 TON CU ERV ❑, DAIKIN ENERGY 240V 2P 2W 4.2 P6-9,11 2#12,#1213 42 15 RECOVERY VENTILATOR niw 3i ncu�uL ruR CAA\l JI13UMir IIUIN ANU KtVUIKtMtNIS. INSIALL GrGI UUILLI WITHIN 25 FT OF ATTIC AHUS WITH PULL CHAIN LIGHT BY ACCESS. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL REQUIREMENTS AND ACCESSORIES WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. ELECTRICAL DEVICE SCHEDULES & DETAILS SCALE: NTS Albert B J`(m,Iq5.1PE# 65050 s `.� PLO.• 10ENS,4Z- *° No.65050 % �O CV'DA1' TAT*OF IGij . °, COR 1'D °••G� /i f j0NAi 1`E%\\\,till e HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA 26002522 C M / o Imo-. O � a h m LLm o J s U m 0 ww.g, m0 m g J j q D N 2 33 U)Z d-_ 0060 J r LdW LL s � z p N LIJ a W Q 0') UQ� LU (y) � � J T L W 1 W 2 U Z a 0 W CD L.L. W i W 0_ _N N N I W Tn Tn Z O U) 2! 5; of LU W [if 0- DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER m GWH ENTRv 02_ 199 M8H AS k- 1 "GAS --,I 199 CFH 1 POOL HEATER 400 MBH GAS ar.«, 1,17:1•II 1 2 CAR GARAGE_ GAS - GAS - GAG - GAG AUTO COURT 2 CAR GARAGE_ r. MASTER BEDROOM_ HIS BAI'H- `\•^/ BATH_ HER HIS CLOSET_ �Xy HB — — G. — — B. MA { — NCR CLOSET_ — — LAUNDRY_ 599 CFH GAS GAG RILLE 2 MBH a i, t1"GAS 62 CFH KITCHEN_ RANGE I — — 135 MBH — I HAIP 1"GAS 197 CFH Pa oER_ COTG POOL GREAT ROOM_ El FIREPL XX MBH +REFER TO SHEET I` IP2 FOR — CONTINUATION r ENTRY_ HB 4. ENTRY TERRACE 1"CW `�"SANITARY CONNECT TO SITE 1�f4"GAS SANITARY SEWER 796 CFH GAS GAS GAS GA - GAS - GAS- GAS - GAG- GAG AS GAS - GAG - I j 1 "4 GAS -626 CFH GAS GAS GAG - GAS GAS GAS GAS_ AS - GAS - GAS HB I 1/2"CW I Li . cW CONNECT TO SITE POTABLE WATER AUTO TURN AROUND _\ \ I INDOOR OUTDOOR GREAT ROOM_HB NDOOR OUTDOOR KITCHEN_ � R r STORAGE01_ I II BAR - x. I �a, HB vF,sT_ A' H o,_ GWH 1 99MBH 3/"GAS y 100 CFH a I a 3 1"GAS G 199 CFH J GAS - GAS- G S GAS - GAS - GAS - GA GA8 GAS <,n6 - GAS GAB G0.9 2"GAS 89 CFH 2"GAS �995 CFH <N C9 yQI V GAS ROPANE ANK PLUMBING LEGEND SANITARY SEWER (SAN) VENT (V) — -- COLD WATER (CW) — HOT WATER (HW) — — HOT WATER RETURN (HWR) r LP GAS GAS GAS GAS SHUT-OFF VALVE SITE POINT OF CONNECTION John W Makar PE# 54827 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA26002522 © HOOS ARCHITECTURE, INC r�co �2 OZ n U~ ° `_L° WW.g `°- a A UJ LU N I _=�m N U m ik @ a > n0 U) L .� Q V U(5 o Ui N J r Hzo Ld a W UQ� W Q co � � J VJ T LL W y LlJ = U U)za O m � LL CD w W � N N N W D U) I Z O W W DATE: 03-08-2017 JOB NO. 1702 EET NUMBER PLUMBING SITE PLAN - MAIN HOUSE SCALE: 1/8" = V-0" H.B. AIR ADMITTANCE VALVE POOL E PLUMBING LEGEND SANITARY SEWER (SAN) VENT (V)-------5 COLD WATER (CW) 5 — HOT WATER (HW) — — HOT WATER RETURN (HWR) LP GAS r GAS GAS GAS SHUT—OFF VALVE SITE POINT OF CONNECTION RISE TO SH C ca 4. CW RECIRC PUMP ZSH i Mo u John W Makar PE# 54827 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA 26002522 (SHOOS ARCHITECTURE, INC So dz M2 O a �m o U�� -� T� ,Ld � m� XLLJA Q W N � N < �¢>o U)z ~ 0 ( W W J N LL y L O p m N Nr LLI~ a Q W rn UQ� W Q co 0 J �5=LL W W 2 U Z a 0 m (0 LL (O w i W � o N N W D Z O U w w � a DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER GROUND FLOOR PLUMBING PLAN - MAIN HOUSE SCALE: 1/4" = 1'-O" I 1 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 PA 26002522 ©HOOS ARCHITECTURE, INC jr-_:, 1 MECHANICAL AREA r— PROVIDE OPEN ATTIC TRUSSES EXERCISE - ROOF GARDEN- mmuffism 2"VTR )RAGE 02- �ATH 05_ II \X— I / I LAV WC 22x30 ATTIC 1/2"MN 1/2 CW ACCESS 1" J , TERRACE 03- SH 1/2 CW 1/2"FW WC �� 1/2 CW BATHROOM 04- LAV 2' LAV 1/2"FIW 1/2.0 SH 11 /22CW 1/2'HW OMEN TO BELOW_ LINE OF OBSERVATION DECK ABOVE STAIR HALL_ ELEVATOR TERRACE 01_ SH 1/2' 1/2 CW BATHROOM 02- �IJI BEDROOM 02_ 3"DROP 2" oiK 2' s: T LAV 2"VTR LAV 2 CW 1/2'HW 1%2"FW TUB BA iHRO M ` 1/2 '� 71�/2'W TERRACE 02- 1/2 I 1/2 CW WC 1/2 PLUMBING LEGEND SANITARY SEWER (SAN) 5 VENT (V) COLD WATER (CW) �— — --S HOT WATER (HW) HOT WATER RETURN (HWR) — ___s LP GAS 5— GAS — GAS OAS —� SHUT—OFF VALVE i D4 SITE POINT OF CONNECTION SH 1/2 CW 1/2"HW SECOND FLOOR PLUMBING PLAN - MAIN HOUSE SCALE: 1/4" = 1'-O" John W MakarPE# 54827 (� rn M Q 5 o 0-1 a Wo W E C U N � 000g000 m N m �-�n 1 * 1 it A N w D `% W mQ N U)Z.� 00 Go La � o LO 1-Z M� ~ N r �, v L1J c" 0) Zap wQ� � � J � = LL L LJ L1J = U Z m (U LL W H � { o N LU U) I z O Lu Lu [if a DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER All ' w \ 2"VTR 1 \\\ 12"V \ / I 12"V I \ 2"V I I <' < 2" 1 LAV WC / j 2" I I 1 v v I'2"VTR 2"V� 2"V / "v 1 3» SH e \ \ 12"V 1 2" \\ 1 3 1 12"v I \ 1 I 12»v 1 \ \ \ \ \ LAv 1 2° 2"V WC I I 1 \\ I SH I f2»V \ \ AV / AIR / / I ADMITTANCE KS / / ( VALVE 2" - ( 2 " V WC AIR ADMITTANCE VALVE 2"VTR 3' WITH TRAP ASSEMBLY FOR J " I DISHWASHER DRAIN 1 WC 3 12»V . LAV I // I 1 2"V 4" I 2° / Y 1 2" 3» / / I 2"V I `. TUB 1 2» I I I I SH I I I 12"V I 1 " ` 1 2»V I 3 4" WCO 1 4" I I �y WC 011]11 LAV 'b✓Cll -c* I '2"VTR 12"V \ > I I I I I 12"V I I I I 1 2"vl I 12»V I II 1 2" 3" I r2' sH ICIT 13» I 2"V I I I i �J I I I 3» 2"VI I I 1�2"VTR JI I 12"V 2"V / I � I I / \ I < 111 I \ \ \ \ 2°VI \ 1 I 1 i 1 I 12"V I 1 I 1 I I I 12"V 1 SH I�1 LAV I 2" WC 3 3»1�' 1 2» 12"V TUB 3" I � I \ 2 V\1 12"V 1 > < 1 12"V 11 \\ 1 I 2"v \ \ OKS 2"V 1 1 I I 1 1 COTG 2" 3" �2"V PLUM ING FIXTURE SCHEDULE NOTE: LIVING UNIT PLUMBING FIXTURES SHALL BE SPECIFIED BY ARCHITECT. ROUGH -IN MARK FIXTURE, MODEL #, DESCRIPTION WASTE VENT CW HW GWH GAS FIRED WATER HEATER 3/4" 3/4" RINNAI RUR98E WALL MOUNTED EXTERIOR RATED GAS FIRED INSTANTANOUS HOT WATER HEATER. 199 MBH. PROVIDE WITH INTERNAL RECIRCULATION PUMP SYSTEM AND TIMER. UL LISTED. WCO WALL CLEANOUT SEE - ZURN Z1441 PLAN D.C.C.I, BODY WITH STAINLESS STEEL ACCESS COVER AND SECURING SCREW. FCO FLOOR CLEANOUT SEE ZURN Z1400 PLAN D.C.C.I. BODY ADJUSTABLE TO FINISHED FLOOR. COTG CLEANOUT TO GRADE SEE - ZURN Z1400-HD PLAN D.C.C.I. BODY ADJUSTABLE TO FINISHED GRADE WITH HEAVY DUTY TOP. SET IN 24"x24"x6" CONCRETE PAD. HB HOSE BIBB 3/4" - WOODFORD MODEL 24 WITH VACUUM BREAKER. CWB CLOTHES WASHER BOX 2" 2" 3/4" 3/4" CLOTHES WASHER BY OTHERS. FURNISH AND INSTALL A GUY GRAY MODEL #BB200TS CLOTHES WASHER BOX. MOUNT WITH HOSES, TRAP ETC. TO MAKE A COMPLETE INSTALLATION. PROVIDE WITH FILTROL 160 LINT TRAP. IMB ICE MAKER BOX 1/2" - RECESSED ICE MAKER BOX EQUIVALENT TO WATER TITE MODEL W9000 WITH WALL BOX FRAME AND COVER AND 1/2" SWEAT CONNECTION VALVE. NOTES: 1. APPROVED MANUFACTURERS OF FIXTURES ARE AMERICAN STANDARD, ELJER AND KOHLER. 2. APPROVED MANUFACTURERS OF DRAINS AND CLEANOUTS ARE J.R. SMITH, ZURN AND WADE. 3. ALL SUPPLIES SHALL BE PROVIDED WITH CP BRASS ANGLE STOPS BY EASTMAN OR BRASSCRAFT. 4. ALL EXPOSED TRAPS AND WASTE ARMS SHALL BE CP BRASS BY MCGUIRE OR EQUAL. PLUMBING GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH NATIONAL, STATE AND LOCAL CODES. THIS SHALL INCLUDE THE 2014 FLORIDA BUILDING CODE AND THE 2014 FLORIDA PLUMBING CODE, WITH LOAL AMENDMENTS. 2. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING. INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS DEPICTED ON THE PLANS. 3. COORDINATE WITH OTHER TRADES TO PREVENT CONFLICTS WITH HVAC DUCTS, ELECTRICAL LIGHTING AND STRUCTURAL ELEMENTS. 4. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES SHOWN ON THE PLUMBING FIXTURE SCHEDULE. VERIFY MOUNTING HEIGHT AND CONNECTION SIZES OF ALL PLUMBING FIXTURES PRIOR TO INSTALLATION. 5. ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE GUARENTEED FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE BY THE OWNER. WATER PIPING 1. THE WATER PIPING SHALL BE COPPER WITH WROUGHT SOLDERED FITTINGS. CPVC IS ACCEPTABLE IF ALLOWED BY OWNER/ARCHITECT. 2. THE WATER SERVICE TO THE HOUSE IS NEW AND SHALL BE CONNECTED TO SITE WATER SERVICE. 3. THE MAIN BACKFLOW PREVENTER IS NEW AND SHALL BE INSTALLED BY THE UTILITY COMPANY. 4. THE SITE WATER METER IS NEW AND SHALL BE INSTALLED BY THE UTILITY COMPANY.. 5. SUPPORT ALL PIPING WITH PIPE HANGERS EQUAL TO GRINNEL. 6. PROVIDE EACH FIXTURE WITH A SHUT-OFF SUPPLY STOPS. EXPOSED STOPS AND SUPPLY PIPING SHALL BE CHROME PLATED, WITH CHROME ESCUTCHEON PLATE AND SET SCREW. STOPS SHALL BE 8" AFT FOR WATER CLOSETS AND 16" AFF FOR LAVATORIES. 7. PROVIDE UNIONS FOR ALL CONNECTIONS TO SERVICEABLE EQUIPMENT. UNIONS SHALL BE DIELECTRIC WHERE DISSIMILAR METALS ARE CONNECTED. 8. INSULATE ALL HOT WATER PIPING WITH }" ARMAFLEX OR }" FIBERGASS EQUAL TO MANVILLE MICRO-LOK AP-T. VAPOR SEAL ALL BUTT JOINTS. 9. PROVIDE WATER HAMMER ARRESTORS, EQUAL TO JR SMITH 5000 SERIES, IN ACCORDANCE WITH PDI STANDARD WH-201. FIELD FABRICATED SHOCK ABSORBERS ARE NOT ACCEPTBLE. 10. PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 11. STERILIZE ALL WATER PIPING IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. 12. TEST ALL WATER PIPING AT 100 PSIG FOR SIX HOURS OR AS REQUIRED BY THE JURISDICTION. 13. PROVIDE SERVICE VALVES AT EACH BRANCH SUPPLY LINE, AS DEPICTED ON THE PLAN. ALL VALVES, CHECK STOPS, ETC. SHALL BE RATED FOR 125 LB SERVICE. VALVES SHALL BE BALL OR GATE TYPE, GLOBE VALVES ARE NOT ACCEPTABLE. VALVES SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION FOR SERVICING AND OPERATION. SANITARY, WASTE AND VENT PIPING 1. SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC DWV (ASTM-2665) WITH SOLVENT WELDED JOINTS BELOW GRADE.SLOPE OF SANITARY AND WASTE PIPING SHALL BE UNIFORM, WITH A MINIMUM OF }" PER FOOT FOR 2" AND A MINIMUM OF I" PER FOOT FOR LARGER PIPING. 2. EXPOSED WASTE DRAINS IN RESTROOMS SHALL BE CHROME PLATED BRASS TUBING WITH MATCHING CHROME ESCUTCHEON PLATE. 3. PROVIDE INTERIOR AND EXTERIOR CLEANOUTS AS REQUIRED BY CODE. 4. FURNISH 4 LB LEAD OR 8 OZ COPPER VENT FLASHING FOR INSTALLATION BY THE GENERAL CONTRACTOR FOR ALL VENTS THROUGH ROOF. VERIFY TYPE OF ROOFING PRIOR TO INSTALLATION. 5. TEST SANITARY, WASTE AND VENT PIPING USING A 10 FOOT WATER COLUMN FOR 2 HOURS OR AS REQUIRED BY THE JURSIDICTION. GAS PIPING 1. GAS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 2014 FLORIDA GAS CODE, OR NFPA-54 WHERE REQUIREMENTS ARE MORE STRINGENT. 2. ALL GAS EQUIPMENT SHALL BE AGA APPROVED. 3. THE INSTALLATION SHALL BE FOR PROPANE GAS. SANITARY ISOMETRIC 4. THE INSTALLING SUBCONTRACTOR SHALL BE LICENSED FOR THE INSTALLATION OF PROPANE GAS. SCALE: NONE 5. THE GAS METER PRESSURE REGULATOR SHALL DELIVER PRESSURE AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS (11" WC). 6. GAS PIPING SHALL BE SCHEDULE 40, WROUGHT STEEL PIPE, WELDED AND SEAMLESS (ASME B36.10), WITH THREADED CONNECTIONS OR CSST PIPING. 7. GAS PIPING OUTSIDE OF THE BUILDING SHALL BE PAINTED WITH YELLOW "RUSTOLEUM" PAINT OR BE WITHIN PROTECTIVEJACKET (CSST). 8. BRANCH TAPS SHALL BE MADE OFF OF THE TOP OF THE PIPING. 9. CONNECTION AT EACH GAS APPLIANCE SHALL INCLUDE; AN INVERTED TRAP, A GAS COCK, A UNION, AND A DIRT LEG. 10. GAS PIPING SIZED PER 2014 FGC, PROPANE GAS, 200' TDL, PER 402.4(26) FOR MAIN HOUSE AND 150'TDL FOR GENERATOR. PLUMBING LEGEND SANITARY SEWER (SAN) VENT (V) 5------� COLD WATER (CW) HOT WATER (HW) HOT WATER RETURN (HWR) - -5 LP GAS GAS GAS GAS SHUT-OFF VALVE SITE POINT OF CONNECTION John W Makar PE# 54827 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 P 2WO2522 m HOOS r ) co aZ Mo Q LLa LIIW Wmom � .-� U)z'-7 y m1 ik & C) W W J Lo o om Lo w O 2LLI N r � rn v worn UQ� w Q> cM Q > J U)=LL w uj U U) Z 0 a m(0L w H 0 Lu N N w v) c Z 0 U w w of a DATE: 03-08-2017 JOB NO. 1702 SHEET NUMBER R'4