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Home My WebLink AboutTYPICAL WAINSCOT DETAIL5/8" GWB WOOD CAP SHIPLAP WAINSCOT 1/2" P.T. PLYWOOD BACKING 5/8" GWB* ON 35/8", 25 GA MTL. STUDS 16" O.C. BLANKET WALL BASE SEE SCHEDULE FINISH FLOOR SEE SCHEDULE NOTES: 1. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER. 2. PAINT ON WAINSCOT & BASE SHALL BE EPDXY OR ANOTHER NON -ABSORBENT MATERIAL. ALL HORIZONTAL & VERTICAL JOINTS BETWEEN FLOOR, BASE & SHIPLAP JOINTS SHALL BE CONTINUOUSLY CAULKED WITH WATERPROOF SEALANT. TYPICAL WAINSCOT DETAIL 03 SCALE: 1 1/2" = 1'-0" MIRROR WITH WOOD PICTURE FRAME LAP SIDING COUNTERTOP 2'-03�" INCL. BACKSPLASH 2'-0" 4" UNDER MOUNT SINK - (SEE PLUMBING) WOOD FRAME TO SIT ENTIRE WIDTH AND LENGTH OF FRAME ON FULL BED OF CLEAR SILICONE CAULK. FRONT EDGE OF CAULK TO BE TOOLED TO MINIMIZE VISUAL APPEARANCE OF CAULK m PLYWOOD SUPPORT TOP CONTINUOUS 1X i PLAS LAM FACED 314" _ PLYWOOD BLOCKING AS a REQUIRED ~ z INSULATE UNDERSIDE SILL OF PLMB. COMPONENTS to V AS REQ'D. PER ADA V 8"min. 7" A 9" N SUPPORT BRACKETS LINE OF CLEARANCE SEE FINISH SCHEDULE 48" (CLEAR FLOOR SPACE), SINK DETAIL MIRROR WITH WOOD PICTURE FRAME SHIPLAP SIDING CONT. 2'k4" WI MILLED FACE 2'-V' STONE COUNTERTOP STONE BULLNOSE I UNDERMOUNT SINK. (REFER TO PLUMBING) i l SHAKER STYLE CABINET FINISHED FLOOR CASEWORK DETAIL 01 SCALE: 1 1/2" = 1'-0" 0 N 02 SCALE: 1 1/2" = 1'-0" V L0 r CV Q� W H 00 M U) M N Q Z V t(9 U) O Q� Q Q' W' CO }� Q U` Q ui V 00 i U m Q o CD L U Q z O Q� z/ � 1_1_. m O F- C'7 cu 'z VJ W od "L a = Q ®� L.L T z >- O E o m u- Z O_ CO�/� w G PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2-6-19 a a a a a SHEET # A-8.3 COPYRIGHT 2018 0.0 1188 CLOSET CLOSET EQ. Q. c O 003 a CE4 ILING HT. COVERED ENTRY 119 O LAUNDRY w GUTTER, TYP. i, N O O O -2" 1 EQ. I EQ. 5-2" 3f '�120 y OMEN'S BUNK O O O 118 EQ. w. Q. o N RR LL 2'-9" EQ. ff EQ. az ®v O 9 w o 22" X 30" ATTIC O V OIIJA h10 O d CLOSET y cE 113 117 MAS OFFIC BEDR00 4 O O 10'A_F.0 w CEO MIL; "A.F.HT. N to �A F.F.O 2 CEILING HT. w V O O EQ. (N-172 EQ. O O O 112 w BEDROOM N CL CEILING HT. w O O O 111 GREAT ROOM F 12'-0-0„ ;. HEIGHT 4 JSUSPENDED TUD FRAMING — @ 16" O.C. 10,-0-0. 0. SOFFIT 0 ON 3-5/8" MTL. STUDS, TYP. 03 TYPICAL CEILING DETAIL SCALE.1 1/2"=1'-0" 116 BATHROOM 9'-10" 9'-10" J ®I LL d ,i U• W co w 109 0-7 MEN'S ® BUNK EQ. EQ wr 110 O ;ORRIDO I EQ 1' O N 4 n O COG HT. w o w Q. 002 O - FED COVERED ENTRY w Io � 4 CLG w° 004 COVERED ENTRY 5-6' O EQ. ® EQ. w 1pJ\ .p A.F.F. � CLG � 10'A" A.F.FA.F.F. W 10'-0"A.F.E CEY ILING HT,mjLIL CEY ILMG HT, _ O O w w _ - o EQ. EQ 122 WOMEN'S �~ �~ : RESTROOM 124 O 3 10 a 8 WOMEN'S w w 0— O EQ. EQ. SHOWER O TfAFF. 125YC1 CELING HT . 1C0E'-I0LI"NAGF .. AFF 10GT w H.Fr. , PANTR oCE-0 d O EQ. EQ. ® 121 123 0 w VESTIBULE LAVATORY ect w Q.H9'-10"EAU'EQ. EQ. wOO O O 9'-0' A.F.F.CE 10WCORR02 ILI 6HT 4-ceAN.. 100E EQ. EQ. w EQ. N. CLOSET EQ. OEQ. 10'-0"A.F.F. w 10'-0-0"A.FF. O O 105 CEILING LING HT. ® o VESTIBULE 106 w CEILING HT ® _ 1 22" X 30" ATTIC w LAVATORY "' O ACCESS o LL O HATCH J d O w di O 104 1¢ m w w o' o"A'F'F. O GAME ROOM EQ CEILING HT. 00A „,. 107 O O S� E O m MEWS Q. �' s° EQ. O 108 SHOWER O O— O ti w ME 19 ° 10'- A.F.F. cEli NG Hr. RESTROOM w O w O O O F.F.i' N N CE-0N STUCCO CONTROL JOINT, TYP. OI 5'-T EQ. EQ. T-6" 3'-0" O 10'-0"AFF O B.O. SOFFIT w / \\1 I h 12'-0" A.F.F. l\ V CEILING HT. w O O 100 MEETING ROOM 0 0 03/A4 1 O h 10'-0" A.F.F_ 0 STUCCO CONTROL w° EQ. JOINT, TYP. EQ. O O O 8'-8" A.F.F. 001 17_B.O. BEAM w COVERED ENTRY N EFLECTED CEILING PLAN DORMITORY BUILDING SCALE: 1/8" - V-0" ALUMINUM GUTTER, TYP. EQ. 12'-6" EQ. 9'-4" A.F.FA.F.F. CLY G HT w EQ. EQ. 1 w 9° A.F.F. CLG HT 101 GARAGE 100 WORKROOM w FE CL9'-" A.F.FA.F.F. Y G10HT EQ. w EQ. 001 COVERED a ENTRY w N 02 REFLECTED CEILING PLAN ACCESSORY GARAGE SCALE: '/4"=V-0" '4' A.F.F. I.O. BEAM CEILING PLAN SYMBOLS LEGEND WIN E Kim FO CEILING FAN CHANDELIER (PROVIDE 2X4 WOOD BLOCKING FOR SUPPORT AS REQUIRED SURFACE MOUNTED FIXTURE WALL MOUNTED FIXTURE WALL SCONCE FIXTURE UNDER -CABINET LIGHT FIXTURE WALL MOUNTED EXIT SIGN EXIT SIGN EMERGENCY LIGHT NOTE: REFER TO MECHANICAL & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. c— CD N ^�1 W O ® M (p w co IM (.0 Li_ W �- N O Q cn Z o rrn -� Lun a�i a Q /V Q Lo V 0 m Q O O _CIO U Z O Q > z LL m Nt 0 Lli � ;I- C'7 O z N m (n LLl 06 � = Q o LL U = m J 2 Ll.. c z oE PVJ vc_J C � 1 v .........�T/6N ..0� PN* L, PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2-6-19 A 0 SHEET # A-9 COPYRIGHT 2018 ONAIO ON. 'NI 0. ld I ONIAIO ON 0 z �^ z o s o 0 5 o � POOL & HOT TUB a (BY OTHERS) t a p z a a z z 0 5 5 FT. 0 IN. NO DIVING 5 FT. 0 IN, 11'-0" 3'-4" 4'4" MC-1 4 r , T.E. s4 L' J ---- i------ SLOPE I I 1/8" /FT. o I SIM. 1 I s� MF20.16 15'4" 3'4' 19.0" 4 r— I NON -LOAD BEARING WALLS 4 'v I I � lL � I I 1 S-4 NON -LOAD I BEARING WALLS Y F20.18Ila r I 4 I � i W ti Cw I CL \ 2 T 4" ? I SIM. _-----_ S-4 -v MF20.16 T.E. 1 L. S 4 9' 8" 61-8" 9' 8" 6.62" 26'-0" V i+) I MII DORMITORY BUILDING Im 127'-4" 22,-8" 5 EL. 0'-0" T.O. SLAB 4" CONC SLAB ON GRADE w/ 6x6, W1.4 x W1.4 WWF ON 10 MIL VAPOR BARRIEF ON COMPACTED TREATED SUB -SOIL (TYPICAL) SLOPE SLAB TO DRAINS TYP (2) #4 x 48" LONG DIAG. CRACK CONTROL BARS 0�.— ALL INSIDE CORNERS (TYP) SEE ARCH'L DWGS IF RECESS REQUIRED 3,-4" o� L'-\-7, — j --- 30'-8" 34'-8" '-4" 9'-10 P-4" 9-8" 11-4" 9'-10" MC-1 MC-1 V MC-1 F40 T.E40T.E. F40.E. r 24'-10" '-4" 9'- — F-4" — 13'-10" w SEE ARCH'L w ~ I DWGS IF RECES o 1 I REQUIRED v1 S-4 I MF26.16 M1726.16 MF26.16 -- - X\T — — — — — — — — — — — — — — — — — — SLOPE SLAB TO DRAINS, TYP. C.J. (TYP.) 11110� II III Hill CI iOIIOI 1111111111111111111111111 S a/ FOUNDATION NOTES: 1. ALL CMU WALLS ARE TYPE "MW-1", TYPICAL UNLESS NOTED OTHERWISE. 101'-4" FOUNDATI 36'-0" N ON PLAN 1 S-4 SIM. MF20.16 I, MW-1 r--------- — — — — — I ------------------------- EL. 0'-0" � I (1) #6 VERT. I T.O. SLAB I I I 4" CONC SLAB ON GRADE w/ 64, W1.4 x W1.4 WWF i U ON 10 MIL VAPOR BARRIER ON COMPACTED TREATED SUB -SOIL (TYPICAL) -5 0 a (1) #6 VERT. I c-4 I EL. (-0'-2 1 2" t) zo T.O. SLAB I W\ I N \ (2) #4 x 48" LONG DIAG. CRACK CONTROL BARS I I ALL INSIDE CORNERS (TYP) I I I MW-1 MW-1 (1) #6 VERT. (2) #5 VERT. (2) #5 VERT. L SIM. EL. (-0'-3") 2 T.O. SLAB 5.4— J (2) #5 VERT. MF20.18 m N-1 g io , 3 S 4 SIM. I I — -- — —' — — — — ---- — MW-1 2-4" 3 4" II 2-4" 3 I MF20.16 4 ui ~ ,y �--------ice S-4 S-4 —J T.E. L MC-2 F30 914. T-4" 9,.0" (-1'-6") 2'-8" 8" 71.4" 8" 27'4" 36-0" FOUNDATION NOTES, 1. ALL CMU WALLS ARE TYPE "MW-1", TYPICAL UNLESS NOTED OTHERWISE. FOUNDATION PLAN ACCESSORY GARAGE SCALE:1/4"=V-0" 4 50 m � N iY+f 4 2 S-4 4 4 in w 4 4 4 fV S-4 MC-2 F30 (-V-6„) MC-1 V 1 S-4 I v I m I CN 4 °o zo Z� N I 1 C.J. (TYP.) IE I I #4016" O.C. TOP I " WHERE SHOWN 0 SEE ARCH'L DWGS IF RECESS w I REQUIRED I 1T-7" I 3'-4" 5'-2" 6'-4" a 5'-2" T-4" N -I r 1 r µ — T.E. L T.E. L — T.E. L MC-1 MC-1 MC-1 F40 4 F F40 F40 S-4 N v l iedeN (!�ngineeNing, 94c. STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 U o � LO N Ln ro I- + CO > J '�00 Do a� l o Qz� N Q LNl< 0: f I-1- - CO Z Q 00 m 0 L Cfl U Q 0 > Z N m d' � >✓ `I I 5 M zAl N U i� U) W 06 i > r Q ® Ll ^ J LL Z 0 a- C LL Z = o � VJ PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 BLDG. DEPT. COMMENTS 01-29-19 L L SHEET # S-1 COPYRIGHT 2018 �v a i \ IL A36 THREADED ROD DIAMETER (SEE SIMPSON UPLIFT ANCHOR SCHEDULE) NUT TACK WELDED TO THREADED ROD END OF ROD SIMPSON UPLIFT ANCHOR SCHEDULE MARK ANCHOR TYPE NAILS TO TRUSS FASTENERS TO SUPPORT LATERAL UPLIFT CAPACITY ACTUAL CAPACITY ACTUAL (MAX) F1 F2 F1 F2 OA HETAL 16 (9) 1Od x 1 1/2" IN STRAP + (5) 10d x 1 1/2" IN SEAT CAST IN 415# 1100# 400# 500# 1810# 1430# OB HETAL 12 (5) 10d x 1 1/2" IN STRAP + (5) 1Od x 1 1/2" IN SEAT CAST IN 415# 1100# 400# 500# 1270# 260# © DETAIL 20 (12) 10d x 1 1/2" IN STRAP (1/2 EACH STRAP) + (5) 10d x 1 1/2" IN SEAT CASTIN 2000# 1375# 400# 500# 2480# 2340# Op MGT (22) 1Od (1) 5/8"0 ANCHOR BOLT - - - - 3765# 2560# OE HGT (16) 10d (2) 3/4"0 ANCHOR BOLT - - - - 10530# 10400# 93' 4° 381.01 7 2' 0' 46 4" 261-611 191.411 2'-0" S 4 34'-0" A _ B-1 (10,-0") B-111 (11 _011 J)1-o") - I - 7 6A �1 ti I I I I I I I I I I o ji- S-4 S-T 7 o T 1 , 1 1 I �I 1 1 1 '---1Lo A C �� - , 1 1 IN'1 , 1 1 I' C E 4 S_4 T I EII — N m l ---- E I� —1 — I - 1 — B-1 (10'- ") BB-1 (10'20") BB-1 (10'-0") #. _ _ 1 — I I p ----t-r-L� ------ I I m 1— 1Tj I :.�:,::::�::<ii::..�:: 1—$-1— 1 I 1— 1 I 1 1 1L-.^_..... ---tea ----"- �1l_ y' I �IIII�I I I I IIIII I IIIIIIII EII C TE p' •11' 1 O /'1 ' I 1 1 ; 1 1 1 1 1 I I I I 1 I I I I I I I I i 2 ;-_ t 7 - z �I I'1111 S-5 I 5.5 ---- --_— —E� o� — 1 I 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1- 0:12 -�--I- 5-4I�'I 5— ,,--; „ IIIIIII, S-51,11;;;;;::; BB-, ,D -D' ' -I -I- -� 11- --� �� I fi-I-I1-1I- I 16' D"t ATTIC �TRD! SE! TRUSS ENGINEER I I I I I I I I I I I I I I I _ ' _ TR CEILING NON -LOAD BEARING N j.� WALLS BELOW TO MAXIMIZE AREA. BOTTOM I I � I I I � LOCATE TRUSSES UNDER' I 1 1 1 1 1 1 1 1 1 1 1 CHORD AT AREA TO BE ATTIC SHEATHED WITH1/2" PLYWOOD 1 0 1 1 1 , CUPOLA WALLS o1 ��IIIII11111111'I� �—�I" ATTACHED W/ 8d NAILS ® 12" O.C. 1 3 0 1ow r 1 1 1 I 1 1 1 1 w T ATTIC ACCESS ® ..el 6:12 I I 1 1 1 1 1 1 I I I I I w-- 3 _ I Illlllllll wl IIIIIIIII 5.5 A F> SEE CUPOLA ROOF FRAMING PLAN"--L---I-- M. CD Ct: m ,THIS SHEET FOR CUPOLA ROOF , I I 1 ,I 11 • 1 1 1 I 1 1 1 I d I I I ' • 1 1 1 1 I 1 1 1 1 1 1 - 1 1 1 1 1 5 I . ��--- ACCESS 1 1 S 5 1 I 4 STUD W SIDES --------:' — — — I-- 116 D.C. D(4' ; >, I I I I- 1 1I- t I -1- I-� - 1 1 1 I ` a ------_- �--��-- _'T 1 I 1 1 1 1 1 1 1 1 1 �- 11 IIIIIII III II IN BEARING WALLS BELOW IIIIIIIIIIII,III,II _.� r — I�61 „ 11111111111111 S51 S15 >: J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 F 6 1 1 I 1 1 IL-i 1 1 1 1 1 1 1 I 1 1 1 1 � ; 16:1 ; ---- 5-4__—_1r 1 1 1 1 1 I 1 I 1 1 1 C J ---� 1 BB-, (10'_0') m l l l l l l l i l l l ( I I I I I I I I I EII C E E—I - C —1— rlm o , L-1 I G.T. 1 - -• -'- .� -.. -,- � � - _ .- � � - - � � ;;;;�';>`;;I- 10�0„) I- -� J--- FI� S-4 IJ2 tiT 5-4 o S4 11 T m I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 I m I I m ROOF FRAMING NOTES: BB-1 — (10'-0") B 1 (10'-0°) B- (10'-0") r B+ 0±0") B 1 (10'-0") 1. TRUSS ENGINEER TO DESIGN ROOF TRUSSES FOR A/C UNITS IN ATTIC HANGING FROM TOP CHORD. SEE MECHANICAL DRAWINGS FOR LOCATIONS. A A SEE MECH'L DRAWING M2 FOR UNIT WEIGHT. 210 6 7 2" 55'-4" 7-t 34'-0" 7 21.0' S-4 S-4 S-4 131'-4" IN ROOF FRAMING PLAN DORMITORY BUILDING sCALE:va°=1'-0" f 38'-0" 11-01 36,-01l 1-p 7 s-s A 4 N I BB-1 (9'-4") ' ' _ I 6 I r-I 11 I I I I I I I I Im'I I I I I I III III I I I I I I Q I I I 1 1 1 1 1 13 0 l I RIDGE I I I< 9 1 ��m 0 4 � �i I I , , I I I , , I I I I _ , , , I , , , Q c , 1 , 1 , B 4 NN Bm1 Ilmm N m II z II 6 11 Iw ' IIII S_5 II A; L-1 I — I. BB--1 (-4) - 95 }T IM- I I m 6:12 6:12 L-3 -I-�� - 1- - - -� 1- 1-- m, m I HyLyL I TB-1 (RAKED) _-1 -- 1 I 1 J Q 4 B-2 (9-4) 7 S-5 25'-4" ACCESSORY GARAGE PIN ROOF FRAMING PLAN SCALE:1I4"=l'-0" \=' 8 8'-8" S-5 2x4 OULOOKERS Z-0" ® 24" D.C. 5 G.T. 4 S-5 0 5 S-5 7 S-4 6A S-4 7 S-4 m EL. +26'-4" CUPOLA TRUSS BRG. 2x4 STUD WALL 16" O.C. (4-SIDES) PRE-ENGINEERED WOOD TRUSSES ® 24" O.C. CUPLOA ROOF FRAMING PLAN CLUB HOUSE SCALE:118"=1'-0" Mel enVineering, Ac. STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Llc #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 U e O Ln N fn w 0000 F o Ln l Do 00 ^� NO L O Q " z CO U Nw// o Q co z0 u J U O00 Q m O U 0 > C-0 co W M 4 Z N VJco (1i _ (n LLi 0 .L > = Q o L C J U � 11 Z 0 E o (u LL Z 0 U) 2 \ L- PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 BLDG. DEPT. COMMENTS 01-29-19 SHEET # S2 COPYRIGHT 2018 41:111610121111IMM CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. WIEDER ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS 1. WIND LOADS ARE PER ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 170 MPH ULT WIND SPEED (132 MPH NONIMAL WIND SPEED), EXPOSURE D, ENCLOSED BUILDING (+/-0.18 INTERNAL PRESSURE COEFFICIENT) AND RISK CATEGORY II 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 6TH EDITION (2017) B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) C. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) D. MANUAL OF STD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/CURRENT EDITION F. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602) 3. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE, THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 4. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. 5. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 6. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 7. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 8. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. THRESHOLD INSPECTIONS SHALL BE PERFORMED DURING CONSTRUCTION OF THIS BUILDING AS REQUIRED BY SECTION 105.13 OF FBC. 11. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING GLASS DOORS AND PATIO OR FRENCH GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY .OR MIAMI-DADE NOTICE OF ACCEPTANCE TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/NWWDA 101/I.S.2 OR TAS 202 B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE INOPERABLE. C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS 202. D. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTUER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIAL TY ENGINEERED SHOP DRAWINGS WHICH SHA LL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING EVALUATION REPORT FOR FOUNDATION PREPARED BY ANDERSEN ANDRE CONSULTING ENGINEERS, INC DATED JANUARY 14, 2018 (AACE FILE NO. 18-104) 2. BOTTOM OF FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF 3. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 4. BOTTOM OF ALL EXTERIOR MONOLITHIC SLAB FOUNDATIONS SHALL BE MINIMUM 12 INCHES BELOW EXTERIOR FINISH GRADE AND TOP OF ALL PAD FOUNDATIONS SHALL ALSO BE A MINIMUM OF 12 INCHES BELOW EXTERIOR FINISHED GRADE 5. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 6. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 7. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNO CONCRETE 1. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS FOR SLAB ON GRADE AND FOUNDATIONS B. A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS FOR BEAMS, COLUMNS, ETC C. SLUMPS SHALL BE 5 INCHES +/-1 INCH D. CONCRETE SHALL HAVE A MINIMUM OF 3% ENTRAPPED AIR E. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0,55 F. JOBSITE WATER SHALL NOT BE ADDED 2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 3. LAP ALL BARS PER ACI MINIMUM REQUIREMENTS FOR TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS. LAP ALL WWF A MINIMUM OF 12 INCHES 4. ALL HOOKS SHOWN IN STEEL REINFORCING BARS SHALL BE PER ACI RECOMMENDATIONS (NOT LESS THAN 12 BAR DIAMETERS PAST BEND) UNO 5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C. 6. ALL REINFORCING STEEL SHALL COMPY WITH ASTM A615 GRADE 60 7. AT CORNERS OF CONCRETE BEAMS, TIE BEAMS, BOND BEAMS AND CONTINUOUS MONOLITHIC WALL FOOTINGS, PROVIDE (1) #5 X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE CONCRETE CONT'D 8. CONCRETE LINTELS: A. ALL LINTELS SHALL BE PRE-ENGINEERED PERCAST TYPE BY CASTCRETE (OR EQUAL) LINO OR AS NOTED BELOW. NO PRE-ENGINEERED PRECAST LINTEL SHALL BE LESS THAN 8F8 w/ (1) #5 BOTTOM IF NOT INDICATED ON THE PLAN B. LINTEL SHALL BE CAST IN PLACE BEAM WHEN IMMEDIATELY ADJACENT TO CAST IN PLACE CONCRETE COLUMN. MINIMUM LINTEL SHALL BE 8x10 WITH (2) #5 TOP AND BOTTOM w/ #3 STIRRUPS AT 4" ON CENTER UNO. C. DROP BOTTOM OF BEAM AT WINDOWS, DOORS AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOW AND/OR DOOR HEADER SHALL BE ALLOWED. D. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO MASONRY OPENING WIDTH PLUS 8" EACH SIDE. PROVIDE ADDITIONAL (2) #5 AT BOTTOM OF DROP INCLUDING #3 TIES @ 24" O.C. EXTENDING TO TOP OF BEAM REINFORCING. IF THE LINTEL DROP EXCEEDS THE ABOVE LIMIT, A SEPARATED LINTEL SHALL BE PROVIDED E. LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END. MASONRY 1. MASONRY UNITS SHALL BE, LOAD BEARING ASTM C90, NORMAL WEIGHT AND SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (UNO) 2. THE COMPRESSIVE STRENGTH OF MASONRY (F-M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3. ALL MORTAR SHALL BE TYPE M OR S ONLY, IN ACCORDANCE WITH ASTM C270 4. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM C476 AND HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI 5. PROVIDE 8" X 8" MASONRY BEAM WITH (2) #5 CONT. AT EVERY WINDOW SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING AND HOOK INTO REINFORCED JAMBS 6. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IIN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. PLYWOOD SHEATHING: A. WALL: USE 15/32" APA 32116 RATED, EXP. 1, PLYWOOD SHEATHING. B. ROOF: USE 19/32" APA 40/20 RATED, EXP. 1, PLYWOOD SHEATHING. C. USE 8'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS. 5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED. WOOD TRUSSES 1. WOOD IS TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION. 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE F WO AND BRACING O OD TRUSSES COMMENTARY AND INSTITUT E" HANDLING INSTALLING RECOMMENDATIONS, HIB (1991 EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT W-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4 @ 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20-FOOT INTERVALS. 4. DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION. 5. TRUSSES SHALL BE MANUFACTURED & DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION(r) FOR WOOD CONSTRUCTION, AF & PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-1995, AND THE LOCAL CODE JURISDICTIONS. 6. DO NOT OVERLOAD ROOF TRUSSES WITH BUILDING MATERIALS 7. CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL. 8. WOOD TRUSS MANUFACUTER TO DESIGN BOTTOM CHORDS OF WOOD TRUSSES AT ALL ATTIC AREAS FOR A MINIMUM LIVE LOAD OF 30 PSF SHEATHING 45' COMPRESSION WEB - SLOPING OR VERT CONT LATERAL BRACE CEILING DIAGONALS FORM - BRACED BAY 0 20 FT INTERVALS; REPEAT BOTH ENDS WIND LOAD SCHEDULE (Nominal) COMPONENTS & CLADDING ROOF WIND LOADS WALL WIND LOADS (SEE NOTE 1) ROOF AREA WALL AREA 1 2 3 4 5 PRESSURE (PSF) +26.4 +26.4 +26.4 +45.9 +45.9 SUCTION (PSF) -42.In -73.1 -108.1 -49.8 -61.4 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 6th EDITION FBC 2017 BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. 2. CORNER DISTANCE, A = 6 FEET, 10 S.F. r r r M r �,_ J21-<:l -I -- --� - PLAN CLUB HOUSE CONT. LATERAL BRACING AS REQD DIAG BRACING PLAN GARAGE ELEVATION DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) w Of COMPONENT 0 0 0 STRUCTURE 8 ROOFING 15 CEILING 5 MEP 5 MISC. 2 TOTAL DEAD LOAD 35 TOTAL LIVE LOAD 20 TOTAL LOAD 55 - DIAG BRACING NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT - AT 20' O.C. -CONT LATERAL BRACING LOCATED ON OR NEAR PANEL POINT SEE NOTE 2 BELOW. 45 BOTTOM CHORD OF TRUSSES (TYP) 1. WOOD TRUSSES SHALL. BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS : THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE a. CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. SHOP DRAWINGS b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL 1. SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS A. CONCRETE MIX DESIGNS BRACING IS TO BE CONTINUOUS. B. CONCRETE REINFORCING STEEL TO WELDED WIRE FABRIC C. PRE-ENGINEERED PRECAST CONCRETE LINTELS AND OTHER PRECAST CONCRETE ITEMS c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS D. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACESSORIES. REQUIRED, ONE AT EACH VERTICAL WEB MEMBER E. PRE-ENGINEERED WOOD TRUSSES. CLOSEST TO BEARING LOCATIONS. 2. THE BOTTOM CHORDS SHALL BE BRACED CONTINUOUS 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENGINEER LATERAL BRACING SPACED AT 8'-0' WITH A REGISTERED IN THE STATE OF FLORIDA CEILING ATTACHED TO BOTTOM OF TRUU SSEE. S. OR IF NO CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL BE MIN. 2 x 4 ® 36" O.C. NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45' TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS (30 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 3. TOP CHORD BRACING : a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TUP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. WOOD TRUSS BRACING DETAIL WINDOW & DOOR OPENINGS 7'-0" WIDE AND LARGER) 2" x P.T. BUCK W/ 1/4"0 x 1 1/4" CONC. EMBEDMENT TAPCON AT 8"o.c., START 3" FROM CORNERS. (16'-0" OVER HEAD DOOR OPENING) 2" X P.T. BUCK W/ 1/4"0 X 2 1/2" CONC. EMBEDMENT TAPCON W/ 1"0 WASHER 8"o.c. ® JAMB & 18"o.c. AT HEADER, START 3" FROM CORNERS F®r BEAM SCHEDULE MARK SIZE WxH (inches) ( ) REINFORCING STIRRUPS REMARKS BOTT TOP INT TIES SPACING BB-1 8 x 16 1 #5 1 #5 - - - CMU B-1 8 x 16 2 #5 2 #5 - #3 1 ® 6" O.C. C.I.P. B-2 8 x 24 2 #5 2 #5 2 #5 #3 ® 10" O.C. C.I.P. TB-1 8 x 12 2 #5 2 #5 - #3 @ 24" O.C. C.I.P. L-1 8178 1 #5 - _ - - PRECAST LINTEL BY CASTCRETE L-2 NOT USED L-3 8F16 1 #7 1 #5 - _ _ PRECAST LINTEL BY CASTCRETE FOOTING SCHEDULE MARK SIZE (W x L x D) REINFORCING REMARKS MF20.16 2'-0" x CONT. x 16" (3) #5 CONT. BOTT. & #5@24" O.C. TRANV. BOTT. + (1) #5 TOP MONOLITHIC W/ SLAB MF26.16 2'-6" x CONT. x 16" (3) #5 CONT. BOTT. & #5©24" O.C. TRANV. BOTT. + (1) #5 TOP + #4@16" O.C. TOP TRANSVERSE (SEE SECTION 1/S-4) MONOLITHIC W/ SLAB F30 3'-0" x 3'-0" x 12" (4) #5 EACH WAY BOTT. PAD F40 4'-0" x 4'-0" x 12" (5) #5 EACH WAY BOTT. PAD F50 5'-0" x 5'-0" x 12" (6) #5 EACH WAY BOTT. PAD T.E. 12" x CONT. x 12" (2) #5 BOTT. THICKENED SLAB EDGE WINDOW & DOOR OPENINGS LESS THAN 7'-0" WIDE) 2" x P.T. BUCK W/ 1/4"0 x 1 1/4" CONC. EMBEDMENT TAPCON AT 12"c.c., START 3" FROM CORNERS. (8'-0" OVER HEAD DOOR OPENING) 2" X P.T. BUCK W/ 1/4"4 X 2 1/2" CONC. EMBEDMENT TAPCON W/ 1"0 WASHER 18"o.c. ® JAMB & HEADER, START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS. TYPICAL WOOD BUCK TO CONCRETE OR GROUT FILLED MASONRY CONNECTION DETAIL 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 5th EDITION 2017 FLORIDA BUILDING CODE BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. COLUMN SCHEDULE "MC-1" 16"x16" MASONRY "0" BLOCK W/(4) #5 VERTICAL & #3 TIES ® 12" O.C. "MC-2" 8"x8" MASONRY "0" BLOCK W/(1) #6 VERTICAL MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW-1 8" CMU #5 0 48" O.C. MW-2 8" CMU #6 @ 24" O.C. MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING @ 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR WALL OPENING AND AT CORNERS & WALL INTERSECTIONS, PLACE (1) SCHEDULED VERTICAL REINFORCING IN CELL GROUTED SOLID, FULL HEIGHT, U.N.O. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 2500 PSI GROUT MIX. CONCRETE COVER SCHEDULE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 OR LARGER 2" #5 OR SMALLER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS (#11 AND SMALLER) 3/4" BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) 1 1/2" CONCRETE FOR COASTAL CONSTRUCTION EXTERIOR CONDITIONS WALL & SLABS 2" OTHER MEMBERS 2 1/2" ✓[%ie�eN �rz�iviceeNi�tc�, ��c. STRUCTURAL ENGINEER q� 11718 SE FEDERAL HWY #373 LI=#28036 (772) 546-5823 ((/ HOBE SOUND, FL 33455 FAX: (772) 545-3734 U O _ L0 � N . (n LLJ 00 H- Q � + (0 DO LLJ __J 00 00 L O O Q - z �o O � Q Q W 0� cl�- Ln C.)z O � Q, m O O Nt S- -0 _M U Z O > Z w Fn LJJ _ N M N U) � M - (n Lu 06 .L 0- I- Cn -0 o > = Q o LL U 0 a) L.L Z 0 E NN � M LL O �V� � v! 2 PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE SHEET # S-3 COPYRIGHT 2018 8" CMU WALL (SEE PLAN) 1 1/2" RECESS, REDUCE TO 1/2" MAX. AT DOORS) (1) #5 CONT. N mm a g z a #4016" O.C. TOP 0 MF26.16 ONLY, SEE PLAN 4" SLAB ON GRADE (SEE PLAN) �\/575 �, �\\fir . • ° \i�\\ � U \\ , r/A MF20.16 OR MF26.16 MONOLITHIC FOOTING 1 TYP. EXTERIOR MONOLITHIC WALL FOOTING S_ Scale: 3/4"=1'-0" SEE PLAN FOR SLAB DESIGNATION ADJACENT SLAB OR FILL .— — n L12"\-(2) #5 CONT THICKENED EDGE (T"E- N.T.S. SEE PLAN FOR SLAB THICKNESS (TYPICAL) SEE PLAN SEE PLAN FOR RECESS SEE PLAN arm-rrm. \ A—'. . —� — TYPICAL SLAB RECESS N.T.S. 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS OF POUR (DO NOT INTERRUPT MESH) I I - z - +-ter ICI =1 I TI I i=i 111 1- !METAL KEY -FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB -ON -GRADE NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) MASONRY x N w m m 8" CMU BEYOND 8" CM U WALL c (SEE LAN) 0- 0- (1) #5 CONT. AT CURB - BEYOND AT CMU EL. -O'-1 1/2") Z z T.O. CURB FOR RECESS AT DOOR — SEE ARCH'L DWGS. (1) #5 CONT. _ EL. VARIES M M T. LA �4" SLAB ON GRADE SLAB MAY BE PRESENT, - (SEE PLAN) SEE PLAN Z //\\/r\\/ x \\ \\ \\zi N ✓//\//v / 1` \ U9- MF20.1 MONOLITHIC MF20.16 MONOLITHIC cnnnn . I FOOTING 8" CMU WALL SEE ARCH L DWGS. (SEE PLAN) 1 1/2" RECESS a (1) #5 CONT. z_ SLAB MAY NO:13E RESENTto(SEE PLAN), T N ADD #5 CONT. IF REQ'D. U a MF— FOOTING 2'-0' (SEE PLAN & SCHEDULE) 2 SECTION S-4 Scale: 3/4"=1'-0" SEE ARCH'L FOR ROOFING MATERIAL (TYP) 5/8" CDX EXTERIOR ROOF PLYWOOD. I ATTACH WITH 8d NAILS 0 6" O.C. AT ZONE 0 AND 0 4" O.C. AT ZONE Q & PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. ATTACH PLYWOOD TO BLOCKING W/ 8d NAILS 0 4" O.C. (TYP) 2x12 P.T. BLOCK TIGHT BETWEEN TRUSSES & TOP OF WALL & PLYWOOD. z RECESS SLAB AT SHOWER, ATTACH PLYWOOD TO o SLOPE TO DRAIN. SUBFASCIA W/ 8d m 4" SLAB ON GRADE NAILS 0 4" O.C. (TYP) :E ARCH'L DWGS. (SEE PLAN) FOR RECESS 2x SUB FASCIA. ATTACH TO EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN ' ' • '• HORIZONTAL. 2x4 P.T. LEDGER x CONT. ATTACH —� TO CMU WITH 1/4"0 x 2 3/4" N. 1'-0" EMBED TAPCONS 0 16" O.C. MAX. ONOLITHIC WALL FOOTING AT RECESS SLAB Scale: 3/4"=1'-O" 1 —L — )— 1— ;I I GROUT -FILLED CELLS - __J__L__ _.J__—_—__.1_J 3000 PSI (TYPICAL) 1 �� — I L L r L —I , 1— - - o ^ r 4 1/2" x 4 1/2" CUT 00 11 II - j I MASONRY INSPECTION m —I L —r — L —� 1� L -) - I - &CLEAN -OUT HOLE � I DOWELS TO MATCH VERT. TYPICAL MASONRY FILLED CELL DETAIL PROVIDE PREFAB. "L JOINT REINFORCING AT ALL CORNERS PLAN VIEW iLyi1 MASONRY CONCRETE COLUMN EXTEND JOINT REINF. 6" INTO CONCRETE COLUMN PLAN VIEW PLAN VIEW (MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) TYPICAL MASONRY DETAILS N.T.S. PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW VERT. REBAR w/SAME F DOWELS IN FOUNDATION. PROVIDE 48 BAR DIA. LAP, SEE PLAN HORIZ. JOINT REINF 0 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6". USE PREFAB. L'S AND T'S AT WALL INTERSECTIONS 3000 PSI GROUT FILLED CELL PLACE AND CONSOLIDATE GROUT IN 5 FT. LIFTS MORTAR CROSS WEBS ADJACENT TO FILLED CELLS ASTM C.90 C.M.U.'S iT IN PLACE REINFORCED NCRETE TIE BEAM ICE METAL LATH OR WIRE BEEN OVER CORES NOT TO FILLED (SHEET METAL AND .T PROHIBITED) —� SEE ARCH'L FOR ROOFING MATERIAL (TYP) 5/8" COX EXTERIOR ROOF PLYWOOD. — SEE SECTION 6/S-4 FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. ATTACH PLYWOOD TO BLOCKING W/ — 8d NAILS 0 4" O.C. (TYP) 2x12 P.T. BLOCK TIGHT BETWEEN TRUSSES & TOP OF WALL & PLYWOOD. zU ATTACH PLYWOOD TO o SUBFASCIA W/ 8d m NAILS 0 4" O.C. (TYP) 2x SUB FASCIA. ATTACH TO EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x CONT. ATTACH TO CMU WITH 1/4"0 x 2 3/4" EMBED TAPCONS 0 16" O.C. MAX. SET FIRST COURSE IN FULL MORTAR BEDDING — 4 1/2" x 4 1/2" CLEAN FOUNDATION OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. TYPICAL MASONRY WALL CONSTRUCTION N.T.S. BEYOND AT CMU 4" SLAB ON GRADE SLOPE 1/8" / FT (SEE PLAN) : (MC-1) 16"x16" OR (MC-2) 8"x8" �•_ MASONRY COLUMN (SEE PLAN) 1 (T.E.) 12"x12" THICKENED SLAB EDGE W/(2) #5 CONT (EACH SIDE OF COLUMN), SEE PLAN. - - 4" SLAB ON GRADE, (SEE PLAN) CONC. FOOTING, \% j (SEE PLAN) 3 SECTION S-4 Scale: 3l4"=1'-O" SEE ARCH'L FOR ROOFING MATERIAL (TYP) 5/8" COX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR 12 ATTACHMENT 6� PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. ATTACH PLYWOOD TO BLOCKING W/'� 8d NAILS 0 4" O.C. (TYP) SIMPSON TRUSS TIE 2x12 P.T. BLOCK TIGHT BETWEEN TRUSSES DOWN (SEE PLANS) & TOP OF WALL & PLYWOOD. „ SIMPSON "HGAM10" AT Z U EVERY OTHER BLOCK ATTACH PLYWOOD TO m EL. 10'-0" SUBFASCIA W/ 8d o m T.O. BEAM NAILS 0 4" O.C. (TYP) 2x SUB FASCIA. ATTACH TO (BB-1) 8"x16" EACH TRUSS W/(2) 16d NAILS -p" CMU BOND BEAM 2' HANG OVER SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 8" CMU WALL (SEE PLAN) 2x4 P.T. LEDGER x CONT. ATTACH TO CMU WITH 1/4"0 x 2 3/4" PRECAST LINTEL OVER OPENING EMBED TAPCONS 0 16" O.C. MAX. (WHERE OCCURS), SEE PLAN FOR SIZE & LOCATION J EL. 7'-0" T.O. WINDOW/DOOR I L 6 SECTION S-4 Scale:3/4"=1'-O" 7 SECTION S-4 Scale:3/4"=1'-0" 12 6 I SIMPSON TRUSS TIE DOWN (SEE PLANS) SIMPSON "HGAM10" AT EVERY OTHER BLOCK EL. 10'-0" T.O. BEAM — (B-1) 8"x16" CONC. BEAM ,J, EL. 8'-8" B.O. BEAM (MC-1) 16"x16" MASONRY "0" BLOCK COLUMN (BEYOND OR IN FOREGROUND), SEE PLAN 4 SECTION S-4 Scale:3/4"=1'-O" 12 \ 6 F q SIMPSON TRUSS TIE DOWN (SEE PLANS) a SIMPSON "HGAM10" AT EVERY OTHER BLOCK 3'-2"t (SEE ARCH'L DWGS.) (BB-1) 8"x16" CMU BOND BEAM 8" CMU WALL (SEE PLAN) PRECAST LINTEL OVER OPENING (WHERE OCCURS), SEE PLAN FOR SIZE & LOCATION EL. T-0" T.O. WINDOW/DOOR sA SECTION S-4 Scale: 314"=1'-O" uliecz?p (! t'n ineeNinv' Ac. STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Uc #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 + U7) (D 00 L O O 1� N r^1U11 Q i � I QI I U O Q NZ L.L LU o F- 4-- Z — N (F3 0 'w'^^ vJ a) LL Z Q Z O V J G PROJECT# DATE REV # 0 SHEET # 7� COPYRIGHT 5/8" COX EXTE SEE SECTION 6 PRE -ENGINEER TRUSSES O 24 GIRDER TRUSS TRUSS TO TRU' BY TRUSS ENG SIMPSON "HGAI AFTER ALL DE) APPLIED AT E\� PRE-ENG'D. WOOD TRUSS O 24" O.C. MAX 5/8" CDX PLYWD. SHEATHING, ATTACH W/ 8d RING SHANK NAILS O 4" O.C. ATTACH PLYWD. TO SUBFASCIA W/ 8d NAILS O 4" O.C. EL. 27'-0"t (VERIFY W/ ARCH'L DWGS.) TRUSS BRG. Y TRUSSESFW/ I(2) 16d ATTACHW/ 2x4 STUDS ® 16" O.C. — SEE ARCH'L FOR ROOFING MATERIAL (TYP) 5/8" CDX EXTERIOR ROOF PLYWOOD. - SEE SECTION 6/S-4 FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES O 24" O.C. SIMPSON TRUSS TIE DOWN (SEE PLANS) ATTACH PLYWOOD TO SUBFASCIA W/ 8d NAILS O 4" O.C. (TYP) 2x SUB FASCIA. ATTACH TO EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x CONT. ATTACH TO CONIC. WITH 1/4"0 x 2 3/4" EMBED TAPCONS O 16" O.C. MAX. 12 61 2-PLY MIN. G.T. (I)SECTION S-5 Scale:3/4"=1'-0" SIMPSON H2.5A, TYP. (USE (2) O G.T. TYP. EA. END) (2) 2x4 TOP PLATE - ATTACH TO WALL STUDS W/ SIMPSON SPH4 STUD TIE SIMPSON "H6" AT EACH WALL STUD, SLOT PLYWOOD & WRAP TRUSS TOP CHORD (2) SIMPSON H6 HURRICANE TIE O — EA. CORNER PLUS H6 O 24" O.C. EACH WALL PARALLEL TO G.T. 2x4 BLOCK BETWEEN TRUSSES UNDER WALL - ATTACr TO TRUSS W/ SIMPSON A34, TYP. 4 CUPOLA SECTION S-5 Scale: 3i4"_i'-O" 12 (BB-1) 8"x16" BOND BEAM (L-3) 8F16 PRECAST LINTEL AT GARAGE DOOR 12 �6 EL. 9'-4" T.O. BEAM 2-PLY - MIN. G.T. 5/8" CDX EXTERIOR ROOF PLYWOOD. - SEE SECTION 6/S-4 FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES O 24" O.C. ATTACH PLYWOOD CONTINUOUS 2x4 W// 8d NAILS O 4" O.C. CONTINUOUS 2x4, ATTACH TO EACH TRUSS W/(2) 10d� RING SHANK NAILS. PRE-ENGINEERED WOOD TRUSSES O 24" O.C. GIRDER TRUSS TRUSS TO TRUSS CONNECTION BY TRUSS ENGINEER CONTINUOUS 2x4, ATTACH — TO EACH TRUSS W/(2) 10d RING SHANK NAILS. IPSON H3 HURRICANE TIE, RN HORIZONTAL. P.T. LEDGER x CONT. ATTACH EACH STUD WITH 1/4"0 x 3" G WOOD SCREWS . CDX PLYWD. SHEATHING W/ 8d S ® 4" O.C. AT DORMER CDX PLYWD. - MAIN ROOF SECTION 6/S-4 FOR ADD'L INFO.. EL. VARIES 12 6I 2x6 VERTICAL AT TRUSS BEARING n I /SIMPSON TRUSS TIE DOWN (SEE PLANS) 3,-2" — (BB-1) 8"06" CMU BOND BEAM CMU WALL (SEE PLAN) /71SECTION PRE-ENG'D. WOOD TRUSS ® 24" O.C. MAX 5/8" CDX PLYWD. SHEATHING, ATTACH — W/ 8d RING SHANK NAILS ® 4" O.C. ATTACH PLYWD.TO SUBFASCIA IAWW/ 8d NAILS O 4" O.C. EL. 27'-O" t (VERIFY W/ ARCH'L DWGS.) � TRUSS BRG. i 2x6 SUBFASCIA - ATTACH TO TRUSSES W/ (2) 16d NAILS SEE SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x CONT. ATTACH TO EACH STUD WITH 1/4"0 x 3" LONG WOOD SCREWS . 2x4 STUDS O 16" O.C. / (2) 2x4 BOTTOM PLATE, FIRST PLY CUT TO MATCH SLOPE OF ROOF. ATTACH TO EACH WALL STUD W/ SIMPSON "SPH4" STUD TIE I- PRE-ENG'D. WOOD TRUSS O 24" O.C. MAX. 2x4 BOTTOM PLATE - ATTACH TO WALL STUDS W/ SIMPSON SPH4; ATTACH TO ROOF TRUSS W/ 8d RING SHANK NAILS O 8" O.C. TO EACH GIRDER TRUSS PLY (OFFSET 4"), TYP. 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT ATTACH PLYWOOD TO SUBFASCIA W/ 8d NAILS O 4" O.C. (TYP) EL. VARIES 2x6 SUB FASCIA x CONT ATTACH TO EACH OUTLOOKER 1'-0" 51 W/(2) 16d NAILS " (MW-1) 8" CMU WALL W/ #5 O 48" O.C. L A. EL. 9'-4" T.O. BEAM (B-2) 8"44" CONIC. BEAM 41 A 1 I, t EL. 7'-4" (MC-2) B"X8" CMU "0„ BLOCK COLUMN BEYOND Scale: 3:4"=1'-0" I EL. 10'-0' T.O. BEAM 12 61 SIMPSON H2.5A, TYP. (USE (2) O G.T. TYP. EA. END) (2) 2x4 TOP PLATE - ATTACH TO WALL STUDS W/ SIMPSON SPH4 STUD TIE SIMPSON "H6" AT EACH WALL STUD, SLOT PLYWOOD &WRAP AROUND BLOCKING 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES O 24" O.C. SIMPSON "A34" EACH END 2x4 BLOCKING (2)CUPOLA SECTION S-5 Scale: 3/4"=1'-O" 5/8" CDX EXTERIOR ROOF SIMPSON "HETAL 12" PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT 2x4 OUTLOOKERS 0 24" O.C. PRE-ENGINEERED WOOD - TRUSSES O 24" O.C. SIMPSON "LU24" HANGER (TB-1) 8"02" MIN. RAKED TIE BEAM CONT. 2x4 PRE-ENGINEERED WOOD TRUSSES O 24" O.C. 7'-0" B SECTION S-5 Scale: 3-4"=1'4' SIMPSON TRUSS TIE DOWN (SEE PLANS) EL. 9'-4" T.O. BEAM (BB-1) 8"xl6" CMU BOND BEAM (MW-1) 8" CMU WALL 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT ATTACH PLYWOOD TO SUBFASCIA W/ 8d NAILS O 4" O.C. (TYP) 2x6 SUB FASCIA x CONT. ATTACH TO EACH OUTLOOKER 9 W/(2) 16d NAILS 5/8" CDX PLYWOOD, ATTACH TO EACH TRUSS W/ 8d NAILS O 4" O.C. 2x4 STUDS O 16" O.C. W/ CONTINUOUS 2x4 TOP & BOTTOM PLATE. SIMPSON "SPH4" STUD TIE TOP & BOTTOM PLATE 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT 12 6 PRE-ENGINEERED WOOD -J TRUSSES O 24" O.C. TRUSS TO TRUSS CONNECTION BY TRUSS ENGINEER 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT ATTACH PLYWOOD TO —� SUBFASCIA W/ 8d NAILS O 4" O.C. (TYP) 2x6 SUB FASCIA x CONT. ATTACH TO EACH OUTLOOKER W/(2) 16d NAILS (MW-2) 8" CMU WALL W/ #6 ® 24" O.C. EL. 9'-4" T.O. BB-1 (MW-2) 8" CMU WALL (SEE PLAN) 12"di SEE ARCH'L DWGS 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 6/S-4 FOR ATTACHMENT ATTACH PLYWOOD TO — SUBFASCIA W/ 8d NAILS O 4" O.C. (TYP) n SIMPSON "H2.5A" TIE DOWN EACH OUTLOOKER 2x4 OUTLOOKERS O 24" O.C. EL. VARIES SIMPSON "LU24" ATTACH TOP & BOTTOM PLATES W/(2) 10d NAILS TO TRUSS OR OUTLOOKER GIRDER TRUSS PRE-ENGINEERED WOOD TRUSSES O 24" O.C. L. 10'-0" WEST SIDE E (I1-:T AT TRAY) 3 SECTION EAST SIDE S-5 Scale: 3/4"=1'-O" SIMPSON "HETAL 12" 2x4 OUTLOOKERS ® 24" O.C. SIMPSON "LU24" HANGER 2x6 SUB FASCIA x CONT. - ATTACH TO EACH OUTLOOKER W/(2) 16d NAILS SEE ARCH'L DWGS (MW-1) 8" CMU WALL W/ #5 O 48" O.C. (TB-1) 8"x12" MIN. RAKED TIE BEAM (BB-1) 8"06" CMU BOND BEAM 6 SECTION S-5 Scale:3/4"=1'-O" SIMPSON "HETAL 12" TOP CHORD BEARING EL. 9'-4" T.O. BEAM I. I. (6-2) 8"x24" CONC. BEAM L • A N • A- i r, EL. 7'-4" (MC-1) 8"x8" CMU "0" ` BLOCK COLUMN BEYOND (B-2) 9 SECTION BEYOND S-5 Scale:3/4"=1'-O" EL. VARIES PRE-ENGINEERED WOOD TRUSSES ® 24" O.C. EL. 9'-4" (TB-1) 8"x12" MIN. RAKED TIE BEAM PRE-ENGINEERED WOOD TRUSSES O 24" O.C. 8"x24" CONC. BEAM STRUCTURAL ENGINEER OVER OPENINGT LINTEL 11718 SE FEDERAL HWY #373 Uo 128036 (772) 546-5823 HOBE SOUND, FL 33455 FAX; (772) 545-3734 U O _ Ln N Cn w 00 0 Cn + CDLLj J 0 N i o o Q z r-O N O b Q LL1 � c z Q U i � O Q m C O Q0 _M U J z O �d zN L.L W N a) M z N �X vJ LL.I w _0 •L a w / Q (13 O Of U J T z O rvol (6 L.L z O U^) !! U) G PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE SHEET # S-5 COPYRIGHT 2018 +37.1 PSF -49.0 PSF +37.1 PSF -40.3 PSF DORMITORY BUILDING NORTH ELEVATION ACCESSORY GARAGE SCALE: 1/8" = 1'-0" +34.5 PSF -37.7 PSF +36.2 PSF -39.4 PSF +37.1 PSF -40.3 PSF +37.1 PSF -40.3 PSF +37.1 PSF -49.0 PSF +36.2 PSF -39.4 PSF NORTH ELEVATION DORMITORY BUILDING SCALE: 1/8"=1'-0" +35.3 PSF 36.2 PSF +37.1 PSF +36.2 PSF +37.1 PSF +34.5 PSF +37.1 PSF -38.6 PSF -39.4 PSF -40.3 PSF -39.4 PSF -40.3 PSF -37.7 PSF -49.0 PSF W SOUTH ELEVATION +37.1 PSF -40. PSF EAST ELEVATION A 118" =1'-0" DORMITORY BUILDING +37.1 PSF -49.0 PSF =IL PSF PSF +33.6 PSF -36.9 PSF SOUTH ELEVATION ACCESSORY GARAGE SCALE: 118" = l'-0" +36.3 PSF -47.5 PSF SCALE: 1/8" = l'-0" -39.4 PSF -38.6 PSF -40.3 PSF -45.5 PSF DORMITORY BUILDING -40.3 PSF EAST ELEVATION ACCESSORY GARAGE SCALE: 1/8" =1'-0" WEST ELEVATION SCALE: 1/8" = l'-0" -40.3 PSF -40.3 PSF WEST ELEVATION ACCESSORY GARAGE SCALE: 1/8"=1'-0" U( lieder C"_fncrineeptongq l 9nc. STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Lie #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 U - o � CV Ld 0000 Q� 1-- 0 Ln (n ro + CO J 00 Q) N o <z� U N �P-rn N <[ Q w [)f <C rt� z Ln U O Q m o a C-0 Ca U J Q Z _0 H Q (o m� Z N vJ m a cnrWr06 v J M o LL �>/ �fZryn TQ 1.L L LL Z l ®o- /v/ I.J.. Q M UL yT 0 �V/ /)� VJ 75 PROJECT# 17-093.02 DATE 10-26-2018 REV # DATE QBLDG. 1 DEPT. COMMENTS 02-06-19 A ZL ZL SHEET # S-6 COPYRIGHT 2018 HOT TUB mob• 0 c mod' v .d d 4 a a. DUCTLESS TERMINATE CONDENSATE CU-7 12" FROM WALL & 6" AFG. N 01 MECHANICAL FLOOR PLAN SCALE: 1 /8" = V-0" ROUTE REF LINES BELOW GRADE, IN 4" SCH 40 PVC SLEEVE TO COVERED INTERIOR WALL TURN UP IN ENTRY CU-6 CU-5 CU-4 WALL & ROUTE THRU TRUSSES 11 TO APPROPRIATE AHU. TYPICAL Q� CU 3 CU 2 CU 1 TERMINATE CONDENSA TERMINATE CONDENSATE 12" FROM WALL & 6" 12" FROM WALL & fi" ! ® ® ® TYPICAL v� TYPICAL �I i�l ��-- .-_... ..-._- ....----- ..... .... ROUTE 2 DRYER SLOPED ROOF 8" OM N �,. _ _ II 10m UP SHO ®�� eo _ 18X18 TCH �\ R/A -- - - - DUCTS UP TO SLOPED -- -' .IK' --- 1- ----- j 10) 2 CBCD I UND Q� ROOF JACKS. 2X12,1W,C CQ_220 CFM 220 CFM. " C 135 FM _,- -� 5 I •Cit k 14XI D T p ® CB D F g 0 CCO �2X12,4W BCD 12X12,4NI,CBCD �� 10X7 ��[ I1 m �7� SX18 COVERED l 3 FM 1 1 1 1 i i 4X14 D 1 /A _ y T �\� T y X18 6" _ -- I i4Xi4, C D4X1'4.4W.�8 D F-- L C� C/ S P. o , 14"m 520 C CFM f ---- '1 OXT2- kOME 3s ROUTE 4"m UP TO �f I - � 2" t_ , �i-- 9LOPED ROOF J K. T A m .. T 8 2T O R 4 i6X1 8X78 1 ..-.._ 10X10 °� _ " -.-- BX18 -- 18X78 FIRE.- ----.---- �-_- -..... .-.........._T � �j � ) -- T/A #5 vw 16 /A DAMPER. 7 m 1 B miRE----- - CORRIDOR �X O NOTE 10"m 118XIS ^� 5"m 9X6 5^0 12X6 14"m 10X10 UP. 10X10,2W,CBCD 1BX16 C C INOT . I 8X8,1W,CB 18X16 19 CFM f y r I I 1< NG 60 CFM 19010,2 BCD I 16X12 ® CC PROVIDE FIR`i 16X16 (,ORSLOPED ROOOTE AHU 3 I I _, -_- 16r~Ffi ROOM DAMPER. NOTE 4 T/A 16X16 _ 8X6 12"m UP TO 8"m I .__ - T � NO 6 ,1..W CBC,! - I3 BXB, ,CBCD �I SLOPED - _ __ ------ ... 2_ __ AHU_fl -- i OUiE 4'm UP TO IC� f 8,1W BCD � � ...DOOR G 12 I dT 7 ROOF JACK. 14X1A,4W,CB¢D-4X14,4W,CBI n "ftTm I_ CF 12X12,4W,C 0 CFM-- ' _ - 20, FM 1 100 CFM C RO JAC . � 8" I 8 m F. o 5 CF °_ Q r,� G �I VEST 5 m FIRE � �d > AMPER. 4"m �11R0 10 0,1W, UP SLOPED 22 CFM T C KI 0 S PED ROOF JACK. m _ + # _ � J A . BCD 10' U TO NOTE 2- I, , OT 6 -._ �I 1 �x18 i` ` 2X12� !1 � ....:"8 - _-------CORR _ 1_X1-1, C .FIRE " � - --R./A X6 1 .P!:.... 1°f"m .:-lr BEDR OM 8,m� --__'m 6�' .. ---° _ 12XL-.. _ 8X8 .-.._ 1 CY R 1�. $ m 16X74 DAMPER 5"m 12X 1 � i - - 10X14 NOTE 8 ' _ T 14X 0 14" -_ --. _. - 13X12,4W,L`BCD '� 16X76 BCFM�' - — _ 'AXIiI 6. `- X10_ 12X 1 „ -- - - RX12,4W,CBCD 1� . "� \ / 1 7„ OXi - W�BCD 2 m JAC " SUNK 190,1 CFM ,CBC E7=h 1 - M 2 i V• `� NOTE I 225 CFM � 1 " T8X1 T J \ r 7' m g^m 14" X 4X14,4W, D 1 4,4W,CBC - 4X1 / SX CD 14 01� 4�4 UP. .I ' 10' �/ 9"0 ....... X1�.. OF .�FM 6 1 S J ..-..... - R�A ,C' 9 X14qq BED TH _ J OVIDE FIRE oIN T �r\ _ B A W°i i R A 5"m k B /A C ` # 6 -- IIa MPER. NOTE 4 R A _ CK. _ L7- .._d __ 1BX18 f 21 X12,4W,CBCD BXB,1 I / / GAME0- . ___� _ �r _. --- 24X16 �' ^ 8"m ME R/A ROOM 260 CFM 5' ----- 1-2X-1-0- ------- _----- ------ 7"m f'— - iBX18 i8X1 • '' Ti/A 18X% 78X78 = ROUTE 4 D 1 14 m - 0. 1" 0 0 c xi DUCT UP TO _�Eq ....-......_I: ............... ------ I .......-... ...... SH.Vvv - -_ L __--_... ...-------.. T/A ......_ -. Im...-...... ... -._ T/n -----...... OX10 r,-� r 9 r�,�riQl - __ I11111111➢1iCfPIi1111111111TimIDlliflltltlIDfl➢Tiflilirlr'��'lllllllllllll➢➢➢11fifi1111111111ID➢1111111WTI1➢IlI11!I�SI'wJ➢IWllllllllllfll�!III� -_. i -- OF JACK. '1i.JILllUUlllllJl.l;...-.-_11, �.. _ -- LIVING/DINING � 1� / . 9"m 9"m i- KiT COVERED 0 0 0 �0 O ENTRY 1OX10,1W,CBCD 10)(.10,iW,C�C_0„ ® C(7VFRFFI TERMINATE CONDENSATE 12" FROM WALL & 6" AFG. ROUTE 7'0 HOOD EXHP c .d TO SLGPED ad . UP . .0 d d a n CHANI DORMITORY BUILDING A CAL FL00 e 4 e N R PLAN SCALE:1/8" = 1'-01. d . m d SPECIFIC NOTES: MECHANICAL PLAN 1. THE KITCHEN HOOD. EXHAUST FAN, SUPPLY FAN & DUCTWORK SHALL BE UNDER A SEPARATE PERMIT. THE DESIGN & INSTALLATION SHALL BE PROVIDED BY THE HOOD SUPPLIER. 2. THE NOTED DUCT & FIRE DAMPER ARE LOCATED IN THE TRUSS SPACE. SEE ARCHITECTURAL DRAWING LS-1 FOR LOCATION OF FIRE WALLS & FIRE RATED LID AT THE CORRIDOR. PROVIDE ACCESS IN THE DUCT TO RESET THE DAMPER. 3. THE NOTED DUCT & FIRE DAMPER ARE LOCATED IN THE CEILING SPACE BELOW THE FIRE RATED LID. SEE ARCHITECTURAL DRAWING LS-1 FOR LOCATION OF FIRE WALLS & FIRE RATED LID AT THE CORRIDOR. PROVIDE ACCESS IN THE CEILING & DUCT TO RESET THE DAMPER. 4. THE NOTED DUCT & FIRE DAMPER PENETRATE THE FIRE RATED LID OVER THE CORRIDOR. A FIRE DAMPER SHALL BE PROVIDED AT THE LID PENETRATION. SEE ARCHITECTURAL DRAWING LS-1 FOR LOCATION OF FIRE WALLS & FIRE RATED LID AT THE CORRIDOR. PROVIDE ACCESS IN THE DUCTWORK TO RESET THE DAMPER. PROVIDE ACCESS IN THE CEILING & DUCT TO RESET THE DAMPER. 5. THE NOTED DEVICE IS A MOTORIZED DAMPER THAT SHALL BE INTERCONNECTED TO THE AHU FAN MOTOR. WHEN THE FAN MOTOR IS ON THE DAMPER SHALL OPEN TO ALLOW 80 CFM OF OUTSIDE AIR INTO THE UNIT. WHEN THE FAN IS OFF THE DAMPER SHALL BE CLOSED. 6. THE NOTED DEVICE IS A MOTORIZED DAMPER THAT SHALL BE INTERCONNECTED TO THE AHU FAN MOTOR. WHEN THE FAN MOTOR IS ON THE DAMPER SHALL OPEN TO ALLOW 170 CFM OF OUTSIDE AIR INTO THE UNIT. WHEN THE FAN IS OFF THE DAMPER SHALL BE CLOSED. 7. THERE SHALL BE A CO2 DUCT MOUNTED SENSOR TO MONITOR THE CO2 LEVELS IN THE SPACE. IF CO2 LEVELS EXCEED A SETPOINT OF 1000 PPM THE CO2 SENSOR SHALL ACTIVATE THE DEHUMIDIFIER #1 (DH-1) & AN ADDITIONAL 170 CFM OF OUTSIDE AIR SHALL BE BROUGHT IN TO AHU-1 THRU THE DEHUMIDIFIER UNTIL CO2 LEVELS GO BELOW 1000 PPM. 8. THE NOTED FIRE DAMPER IS TO BE MOUNTED IN A 12X12 OPENING IN THE TRUSS SPACE FIRE WALL FOR DH-2 RETURN AIR. J JONES & CONDE, LLC 4440 PGA BOULEVARD (�[w PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david_jones_conde®bellsouth.net U Lo VJ r '� N W H 00 U) Cy L- (DW LL CO d N O Q Z U � ��rn N Q rr oac ID �= Q C7 Q Ln � Z U C) 00 i 0m Q O O Ca U J Q z 0 z > rr m �, 0 �- `� Iz C%) LJ 06 70 / T < O LL cr- 0 2 crCL �! J -0 i z }. E i cla u- _ O VJ PROJECT # 17-093.0 DATE 10-26-201 REV # OAT PLAN REVIE 02-06-201 SHEET # M-1 COPYRIGHT 201 GENERAL HVAC NOTES 1.VISIT THE SITE PRIOR TO SUBMITTING A BID. DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES NHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS. 2.PROVIDE ALL LABOR PERMITS, MATERIAL TOOLS, SUPPLIES, EQUIPMENT TO INSTALL A COMPLETE AND OPERATING AIR CONDITIONING SYSTEM. INSTALLATION SHALL BE IN ACCORDANCE VffH THE 2017 FLORIDA BUILDING CODE -MECHANICAL, 6TH EDITION. 3.PAY ALL COSTS OF PERMIT INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TES ING OF THIS WORK. 4.CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURERS DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 5.ALL AIR CONDITIONED AIR DUCTWORK S ALL BE FIBERGLASS, R=6.0 MIN, ALL EXHAUST & OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED STEEL. ALL BENDS GREATER THAN 45 DEGREES SHALL HAVE TURNING VANES. CONTRACTOR SHALL VERIFY ALL CLEARANCES AND ADA ST FOR FIELD CONDITIONS PRIOR TO CONSTRUCTING ANY DUCTWORK. ALL DUCI SIZES ARE CLEAR INSIDE DIMENSIONS. INSTALL ALL DUCTWORK PER APPROPRIATE'SMACNA STANDARD. 6JHE CONTRACTOR SHALL FURNISH A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATE IALS FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARC ITECT. ANY BREAK -DOWN OCCURRING IN THE FIRST YEAR SHALL BE REPAIRE AT NO COST TO THE OWNER. A/C COMPRESSORS SHALL HAVE A 5 YEAR GUARANTEE. 7.PROVIDE & INSTALL ALL CONTACTORS, RELAYS, AND CONTROLS. 8.HVAC CONTRACTOR SHALL PROVIDE A T AND BALANCE REPORT FOR ALL MECHANICAL SYSTEMS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLS, RETURN GRILLS AND EXHAUST GRILLS AND THE LEAVING AND ENTERING AIR TEh PERATURE (F) FROM AT EACH EVAPORATOR COIL, INCLUDE ALL VOLTAGE AND AMPERAGE FOR EACH MOTOR. THE REPORT SHALL BE DONE BY AN IN PENDANT T&B CONTRACTOR LICENSED BY THE STATE OF FLORIDA AN SUBMITTED TO THE ARCHITECT. 9.ALL AIR DEVICES (DIFFUSERS, REGISTE AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. )EVICES SHALL BE TITUS OR METALAIRE. 10.ALL BRANCH TAKE OFFS TO BE PROVI ED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEES MUST BE FURNISHED W/TURNING VANES, PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE OFFS. 11.PROVIDE NEW FILTERS FOR ALL AIR H NDLERS BEFORE STARTING THEM. REPLACE FILTERS PRIOR TO FINAL ACCE ANCE BY OWNER. 12. NOT USED 13. THE DESIGN & INSTALLATION OF THE ANCES SHALL COMPLY STRICTLY WITH TH 2017 FLORIDA BUILDING CODE, 6TH EDIT CODE, 6TH EDITION. 14.PROVIDE A 10 FOOT MINIMUM CLEARA ROOF (VTR) AND EXHAUST FANS TO OUT 15.A/C CONTRACTOR SHALL BE RESPONI SIZE, LOCATION, CLEARANCE, ACCESS AN WITH ALL OTHER TRADES AND TO PROVII FOR REVIEW BEFORE INSTALLATION OF D DRAWINGS WILL INCLUDE BEAM OR STRU EQUIPMENT ACCESS AREAS. 16.000RDINATE LOCATION OF CEILING DII IN THE FIELD WITH LIGHTS AND ARCHTTEI 17.000RDINATE LOCATION OF AHU'S, THE WITH BUILDING STRUCTURE AND OTHER OCCUR. 18.MECHANICAL PLANS IN GENERAL, ARE TO BE READ IN CONJUNCTION WITH ARCI AND STRUCTURAL PLANS. DUCT BENDS TO PROVIDE AND INSTALL A COMPLETE I PROVIDED BY THE CONTRACTOR AT NO / 19.FAN DRIVES SHALL BE ADJUSTED TO AGAINST THE ACTUAL STATIC PRESSURE 20.ALL REFRIGERANT LINES SHALL BE IN RECOMMENDATIONS, MATERIAL SHALL BE 3/4" ARMAFLEX. EXTERIOR ARMAFLEX SI- RECOMMENDATIONS. 21.ALL CONDENSATE DRAIN PIPING SHAL THICK TYPE 'G' CELLULAR FOAM INSULA- NOTE: SP& ALL PV6 6"ff PI1TN6s 60 THAT THEY ARE WA'f132r16Hf. Balm PV6 IA 6" Al!k E ERADE MINA MECHANICAL SYSTEMS & ALL APPURTEN- APPLICABLE PROVISIONS OF THE iN & THE 2017 FLORIDA ENERGY CONSERVATION 'E FROM ALL VENTS THROUGH )E AIR INTAKES. LE TO COORDINATE HIS WORK FOR ELECTRICAL CHARACTERISTICS SHOP DRAWINGS TO THE ENGINEER TWORK OR EQUIPMENT. SHOP LIRE ELEVATION & REQUIRED GRILLES AND REGISTERS ELEMENTS. TS, FANS AND DUCTWORK SO THAT NO INTERFERENCES 1GRAMMATIC IN NATURE, AND ARE :CTURAL, PLUMBING, ELECTRICAL D TRANSITIONS WILL BE REQUIRED CTIONAL SYSTEM AND SHALL BE TIONAL COST TO THE OWNER. -IVER THE SPECIFIED CFM THE INSTALLATION. LLED PER MANUFACTURERS )E "L" COPPER INSULATED WITH - BE COATED PER MANUFACTURERS BE SCH 40 PVC WITH 1/2" N, K=0.28 MINIMUM. pFA VM FOAM WITH WEATHWPROO` -MAST16 6OATIN6. PROVPE FOAM & MAsTl6 AT LWTH O•D''. SCH 40 PV(. WITH LON& swmp FLCOMs, NOTES: I. THE REFROEWW LINE SET6 ".L PE Y INSI.LATEP pEFORE NEINe �. THE IN6 SMALL NE WATT & WEATERTI6Hrr T PREVYM ANY MA6nRE ENTRY POIM-6 INTO TI-E TU=E. REFRIGERANT LINE SL EVE NTS 3/8"0 ALL THREAD -� HANGER RODS W/SPRING. MOUNTED VIBRATION ISOLATORS. / NOTE:ALL THREAD HANGER RODS TO BE LOCATED SO THEY ARE NOT N FRONT OF ACCESS PANELS, FILTER BOX RETURN AIR DUCTWORK SUPPLY AIR DUCTWORK DRAIN PAN UNISTRUT #P1000 MOUNTING CHANNEL. TYPICAL OF 2. CONDENSATE DRAIN LINE NOTE: r PROVIDE FLOAT SWITCH TO CONTROL OVERFLOW FROM EMER. DRAIN PAN.SWITCH SHALL SHUT DOWN UNIT & SOUND AN ALARM IN ACCORDANCE WITH FLORIDA MECH. CODE & LOCAL AUTHORITY. ALL REQUIREMENTS OF FMC 306.3.2 SHALL BE MET. HORIZONTAL AHU DETAIL NTS PROVIDE (8)BMP INTERNATIONAL, INC. CONDENSING UNIT STEEL TIE DOWN CLIPS FOR EACH UNIT (2 PER CORNER). FLORIDA PRODUCT APPROVAL #FL14239. FOLLOW THE EXACT 1/2" NEOPRENE INSTALLATION INSTRUCTIONS AS PART OF ISOLATOR PAD. THE PRODUCT APPROVAL. 4" THICK CONCRETE SLAB. CONDENSING UNIT TIE DOWN NTS 12" ABOVE TOP MOST DRAIN - PAN TERMINATE VENT WITH PERFORATED CAP (LOOSE) 3" C.O. PLUG TEE CONN. UNIT PP.I160 1" DEEPER THAN FAN STATIC PRESSURE RETURN BEND W/C.O. CONDENSATE PIPING DETAIL NTS DUCTLESS AC SCHEDULE SYSTEM 7 MANUFACTURER NITSUBISHI MODEL(AHU/CU) MSZ-GE09NA-9/MUZ-GE09NA-2 COOLING CAPACITY (BTU/H) 9000 HEATING CAPACITY (BTU/H) 10900 SEER 23.2 HSPF 11.0 FAN SPEEDS 5 VOLTAGE/PH. 208-230/1 AMPS 91 FUSE 200 WEIGHTS-LBS (AHU/CU) 22/66 DIMENSIONS (HXWXD)(AHU/CU) 12'X32'X9' / 22'X32'X11' NOTESi 1, EQUIVALENT PRODUCT BY ALTERNATE MANUFACTURER SHALL BE ACCEPTABLE. SPLIT AIR CONDITIONING SCHEDULE MODEL NUMBERS BASED ON LENNOX. SYSTEM AHU MODEL CFM HP/FLA HEAT KW @240V VOLTS -PH FUSE 240V DIMENSIONS (HXWXD) WEIGHT (LBS) CONDENSING UNIT MODEL VOLTS -PH OD FAN FLA COMP FLA FUSE DIMENSIONS (HXWXD) WEIGHT (LBS) REFRIGERANT SYSTEM 1,2,5 3 4 6 CBA32MV-048 CBA32MV-048 CBA32MV-042 CBA32MV-018/024 1600 1600 1400 800 1, 0/6, 9 1, 0/6. 9 1, 0/6. 9 0. 5/4. 0 8, 0 4, 0 6, 0 5, 0 240-208/1 240-208/1 240-208/1 240-208/1 60 30 40, 35 59'X21'X24' 59'X21'X24' 59'X21'X24' 51'X21'X21' 189 189 189 159 EL16XC1-048 EL16XCl-048 EL16XC1-042 EL16XCl-024 240-208/1 240-206/1 240-208/1 240-208/1 1, 7 1. 7 1. 0 0. 7 18. 0 18, 0 17. 9 10, 9 40 40 40 25 39'X31'X35' 39'X31'X35' 39'X31'X35' 31'X31'X35' 255 255 234 171 R-410 R-410 R-410 R-410 TOTAL BTUH 48000 48000 40500 24000 TOT,SENS. 33600 33600 28300 16800 TONS 4, 0 4, 0 3, 5 2, 0 SEER 15. 0 15.0 16, 0 16. 0 NOTES, 1, THE REFRIGERANT LINES FOR SYSTEMS EXCEEDING 80 FEET IN EQUIVALENT LENGTH SHALL BE INSTALLED PER THE MANUFACTURER'S LONG LINE APPLICATION GUIDE, AIR DEVICE SCHEDULE MANUFACTURED BY TITUS, ALTERNATE MANUFACTURER'Si METALAIRE MODEL CONSTRUCTION MOUNT DESCRIPTION 250-AA ALUMINUM SURFACE ADJUSTABLE BLADE CURVED BLADE CEILING. 350FL-AA ALUMINUM SURFACE RETURN/TRANSFER CEILING/SIDEWALL GRILLE. NOTES, 1, COLOR SHALL BE WHITE, r . FAN SCHEDULE MODEL NUMBERS BASED ON GREENHECK, MARK EF-1,2 EF-3,5 EF-4 EF-6 EF-7 MODEL SP-A90 SP-A200 SP-A200 SP-A190 SP-1170 TYPE CEILING CEILING CEILING CEILING CEILING SERVICE RESTROOM RESTROOM SHOWERS SHOWERS JANITOR CFM/S, P, 80/0. 25 210/0. 25 200/0, 25 150/0. 25 55/0. 25 H.P. FRACTIONAL FRACTIONAL FRACTIONAL FRACTIONAL FRACTIONAL RPM 1100 900 900 900 675 VOLTAGE/PH. 120/1 120/1 120/1 120/1 120/1 SCHEDULE NOTES: 1. PROVIDE EF-3,4,5,6 WITH MANUFACTURER'S INTERNAL MOUNTED SPEED CONTROL TO SEr CFM REQUIRED. DEHUMIDIFIER SCHEDULE MODEL NUMBERS BASED ON HONEYWELL. SYSTEM 1 2 MODEL DR-65 DR-65 CFM 160 160 MOISTURE REMDVAL 65 PINTS PER DAY 65 PINTS PER DAY FILTER MERV RATING 11 11 VOLTS -PH 120/1 120/1 AMPERAGE 5.2 5, 2 FUSE 20 20 HUMIDIFIER CONTROL NOTE 2 NOTE 3 DIMENSIONS (HXWXL) 12,X121X29' 12'X12'X29' WEIGHT (LBS) 55 55 NOTES, 1. PROVIDE ALL UNITS WITH A DRAIN PAN & CONDENSATE LINE. 2, PROVIDE THE UNIT WITH A HONEYWELL MANUAL DEHUMIDISTAT #HB908DSPST, 3, THIS DEHUMIDIFIER WILL BE ACTIVATED BY THE COE SENSOR, THE DEHUMIDIFIER WILL RUN UNTIL THE COE SENSOR SETPOINT IS REACHED, OUTDOOR AIR SUPPLY CALCULATION AHU #1 & 2 MEETING ROOM, (81 PPL>(5 CFM/PPL) + (0,06 CFM/SF X 1619 SF) CFM REQUIRED CFM SUPPLIED AHU #3 PANTRY, (0,12 CFM/SF X 135 SF) CFM REQUIRED CFM SUPPLIED AHU #4 MEN'S DORM, (7 PPL)(15 CFM/PPL) GAMES (8 PPL)(5 CFM/PPL) + (0,06 CFM/SF X 260 SF) CFM REQUIRED CFM SUPPLIED AHU #5 WOMEN' S DORM, (7 PPL) (15 CFM/PPL) LAUNDRY, (2 PPL)(25 CFM/PPL) OFFICE, (1 PPL)(5 CFM/PPL) + (0,06 CFM/SF X 119 SF) CFM REQUIRED CFM SUPPLIED AHU #6 APARTMENT, (2 PPL>(15 CFM/PPL) CFM REQUIRED CFM SUPPLIED =502 CFM =502 CFM =510 CFM = 16 CFM = 16 CFM =170 CFM =105 CFM = 56 CFM =161 CFM =170 CFM =105 CFM = 50 CFM = 12 CFM =167 CFM =170 CFM = 30 CFM = 30 CFM = 80 CFM J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david-jones_conde@bellsouth.net U CD LC) CV I- 00 /(3) u CO () LU co L_ CO LL 0000 CV O Q Z O , o y� T, U O N w¢r (JJ Q) Q GE c CO Q Z Lo U 0m O O L U J z O > z m � i LL1 I- () cy) Z N 70 cz W LLI 06 > = Q O LL U J -0 Q) LL z E rr Q cz LL O W V J L7 PROJECT # 17-093.01 DATE 10-26-2018 REV # DATE LL yl- SHEET # M-2 COPYRIGHT 2018 CONTROLSLEGEND SYMBOL MODEUDESCRIPTION GDS-1 TLB-W � Mhos, GDS GREENGATE DIGITAL SWITCH D T 1 OAC-DT-1000 g&) 360 DEGREE 1000FT� DT CEILING SENSOR ONW-D-1001-SP-W LOW VOLTAGE SINGLE D1 RELAY DT WALL SWITCH SENSOR SP20-RD4 120/277VAC SINGLE RELAY *RD4 SWITCHPACK WITH LOW VOLTAGE SWITCH INPUT 91 GMDS MOMENTARY SWITCH ONW-D-1001-MV-W D1 120/277VAC SINGLE RELAY DT WALL SWITCH SENSOR ELECTRICAL LEGEND: GDS-1 TLB-W GDS-1 TLB-W GDS-1 TLB-W GDS-1 TLB-W GDS-1 TLB-W GDS-1-KIT 0 0 0 0 1-Button White 1-Button White 3-Button White 3-Button White 3-Button White GDS - Control Station GDS - Control Station GDS - Control Station GDS - Control Station GDS - Control Station To Lighting Loads O 120/277V Transformer Power Dedicated Circuit LK16-120/277-S2-LO-MO-TO-HV BO Relay Panel with 16 standard relays and astronomical timeclock —� SURFACE/PENDANT LIGHT AS SCHEDULED. O RECESSED DOWNLIGHT. SURFACE LIGHT ® EXIT LIGHT. EMERGENCY LIGHT. (D LIGHT FIXTURE TYPE DESIGNATION. 8 DUPLEX RECEPTACLE. UP 18" AFF UNLESS NOTED 1/2 SWITCHED DUPLEX RECEPTACLE. UP 18" AFF UNLESS NOTED QUAD-PLEX RECEPTACLE. OJ JUNCTION BOX. 4" SQUARE UNLESS NOTED. ® TELEPHONE/DATA OUTLET. WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. $3 A4 TOGGLE TYPE WALL SWITCH (3 = 3 WAY) $D DIMMER SWITCH A) TWO/THREE POLE RECEPTACLE FACP FIRE ALARM CONTROL PANEL FIRE ALARM TAMPER SWITCH. 0 FIRE ALARM WATER FLOW SWITCH. �F FIRE ALARM MANUAL PULL STATION. ®a FIRE ALARM AUDIOVISUAL DEVICE. ® FIRE ALARM VISUAL DEVICE. 4 MOTOR o-I DISCONNECT Cables RS232 RS-232 Cable ('6 feet), provided with product Q CAN Use Eaton Lighting systems LCCNP non -plenum cable or LCCP plenum cable. Note s 1 This one- e drawing is for concept only. Every wire is not shown. Wire according to the product installation/wiring instructions. 2 Refer to plans for locations, size, and quantity. 3 Refer to all manufacturers installation instructions for correct wiring information CLOCK LB-8 0 COVERED ENTRY CORRIDOR 0 y O s•�•� O IJ © 47 I�MWIN 1 LB-1 LB-11 VEST ``ELT'' _ad.a.a a ° ° ..°dd°.a'n° .O a LIGHTING FLOOR PLAN (rR=MIT(=�RY.:BUILDNq Q SCALE: 1/8"=1'.0" 1z Z CORR LB-7 4 a ° d ° d N. 01 GARAGE RD4 LB- U Ha LIGHTING FLOOR PLAN SCALE: 1 /8" = 1'-0" VIA TIME COVERED CLOCK ENTRY � 0 0 0 i i IS 1) 1)LB-3 0 f VIA E CLOCK COVERED ENTRY ... , ..: Q Q d a c °4 ° a C J JONES & CONDE, LLC 4440 PGA BOULEVARD ^ PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 TEL (561)309-9017 c EMAIL: david_jones-conde®bellsouth.net U O ' CV (3)W F_- W M + Lo LLI LJL N Q Z o U)O ~ U (3)Q �cc Q i� Q !E ZU 0 m Q 0 C CD � U J Q Z 0 Q z —' rr Im • w a7) o _Ilez N U) (>S U) w 06 > Cz /_��R TQT MMO Z E Cz 0 rVr ^) V 2-� PROJECT # 17 DATE 10-11 REV # PLAN i 02-06 0 SHEET # E-1 COPYRIGHT KITCHEN EQUIPMENT SCHEDULE ITEM NUMBER QTY EQUIPMENT CATEGORY MANUFACTURER MODELNUMBER 01 1 REFRIGERATOR, REACH -IN BEVERAGE -AIR HR2-IS 02 1 FREEZER,REACH-IN BEVERAGE -AIR HF1-IS 03 1 SINK, HAND WITH SOAP DISPENSER EAGLE GROUP/METAL MASTERS HSA-10-FDP 04 1 WAREWASHER,UNDERCOUNTER CHAMPIONINDUSTRIES UH130B 05 1 DISHTABLE,'L'SHAPE EAGLE GROUP/METAL MASTERS CDTCR-84-14/3 06 1 WORKTABLE EAGLE GROUP/METAL MASTERS T4872E 07 1 STAND, EQUIPMENT EAGLE GROUP/METAL MASTERS T30240S 08 1 RANGE, RESTAURANT, ELECTRIC VULCAN EV60SS-6FP24G240 09 1 HOOD, FAN, MAKE UP AIR STM. CAPTIVE AIRE CLASS I NSF, NFPA 9.1 1 HOOD FIRE PROTECTION HOOD ANSUL SYSTEM ANSUL 10 1 WORKTABLE EAGLE GROUP/METAL MASTERS T3048SE-BS 10.1 1 SINK, DROP -IN EAGLE GROUP/METAL MASTERS SR16-19-8-1 10.2 1 DISHTABLE, ACCESSORY EAGLE GROUP/METAL MASTERS 606434 10.3 1 DISHTABLE, ACCESSORY EAGLE GROUP/METAL MASTERS 606301 10.4 1 FAUCET, DECK MOUNT T & S BRASS B-0221 10.5 1 PRE -RINSE FAUCET, WALL MOUNT T & S BRASS B-0133-B 11 1 TOASTER, CONVEYOR HATCO TO-10 12 1 OVEN, MICROWAVE PANASONIC NE-1064 13 1 COFFEE MAKER, AIRPOT, AUTOMATIC BUNN-O-MATIC 23001.0094 IN M 14 1 ICE MAKER W/ BIN SCOTSMAN CU0415MA-1 15 1 WORKTABLE EAGLE GROUP/METAL MASTERS T2448GTE-BS 15.1 1 SINK, DROP -IN EAGLE GROUP/METAL MASTERS SR10-14-9.5-1 16 1 REFRIGERATOR, UNDERCOUNTER BEVERAGE -AIR UCR20Y 17 1 SINK, SCULLERY, 3 COMPARTMENTS EAGLE GROUP/METAL MASTERS 314-16-3-18 17.1 1 FAUCET, WALL MOUNT T & S BRASS B-0231 1 30" SHELVING UNIT, STARTER, METAL, WIRE EAGLE GROUP/METAL MASTERS A4-63-1830S 1 42" SHELVING UNIT, STARTER, METAL, WIRE EAGLE GROUP/METAL MASTERS A4-63-1842S E21 1 48" SHELVING UNIT, STARTER, METAL, WIRE EAGLE GROUP/METAL MASTERS A4-63-1848S 1 WORKTABLE EAGLE GROUP/METAL MASTERS T2448E-BS 1 WALL SHELVES EAGLE GROUP/METAL MASTERS ELECTRICAL LEGEND: 0 SURFACE/PENDANT LIGHT AS SCHEDULED. O RECESSED DOWNLIGHT. SURFACE LIGHT EXIT LIGHT. EMERGENCY LIGHT. LIGHT FIXTURE TYPE DESIGNATION. llQA �17 DUPLEX RECEPTACLE. UP 18" AFF UNLESS NOTED 1/2 SWITCHED DUPLEX RECEPTACLE. UP 18" AFF UNLESS NOTED QUAD-PLEX RECEPTACLE. O JUNCTION BOX. 4" SQUARE UNLESS NOTED. ® TELEPHONE/DATA OUTLET. WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. $3334 TOGGLE TYPE WALL SWITCH (3 = 3 WAY) $D DIMMER SWITCH ® TWO/THREE POLE RECEPTACLE FACP FIRE ALARM CONTROL PANEL ❑Ts FIRE ALARM TAMPER SWITCH. 0 FIRE ALARM WATER FLOW SWITCH. ❑F FIRE ALARM MANUAL PULL STATION. ®a FIRE ALARM AUDIOVISUAL DEVICE. ® FIRE ALARM VISUAL DEVICE. (� MOTOR E I DISCONNECT e d d Is .— ------------- _IX.1...-------------- _--- L.O....._11.._.-.-...-......._')NIAIQ._�N__.. IIIWITH NOTE: THE CONTRACTOR SHALL CONFIRM THE POOL EQUIPMENT LOADS & REQUIREMENTS THE POOL CONTRACTOR PRIOR TO !, BEGINNING WORK. IF THE REQUIREMENTS ARE DIFFERENT THAN THE LOADS SHOWN IN PANEL is 'P' SCHEDULE THEN CONTACT THE ARCHITECT '.I & ENGINEER IMMEDIATELY FOR REVISED DRAWINGS. POOL C Y 4 5 FT, 0 IK NO DIVIM D,12 4,1� i +48" GFI PARTIAL PLAN -KITCHEN SCALE 1/4" = 1'-O" HOT TUB m IN d ; .'d 4 4 e 4 ° • AN LA-1 COVERED WP= ENTRY GFI m le MIR MB-26,28 Al V PANEL 'P' 21,23 9iAl CORRIDOR LA-30 SD R-22 LIVING/DINING R_71� I. ...........A...-....- I R-131� I_��,...... R-15 KIT R-5 a_F R-5 R-10,12 -- ° ° 4 4 O4 d, 1T GFI,+48" D XGi G-5 G-2,4 G-5 - m DUCTLESS in AHU 4'X4'X3/4" 4'X4'X3/4" TEL/INTERNET BD. G-13 G-11 ATV BD. G-5 +48" +4 " GFI,+48" G-13 +48" G-11 _ G-7 G-9 +48" .. PANEL OPENER OPENER G N 01 ELECTRICAL FLOOR PLAN GARAGE SCALE: ############ R-6,8 MA-13,15 MA-9,11 LA-36 �CU-6 �?-- �S,S�-� GFI MBB-1,3 MA.J-5,7 MA-1,3 9 2� . 2N '_I lwgp I I _ . _ 1 PANEL MDPCPANEL 'MA' E L E C .PANEL 'MB' 3'X8'X3/4" PANEL PANEL TEL BD LB' LA' N PARTIAL PLAN -ELECTRIC ROOM SCALE 1/4" = V-0" COVERED ENTRY WP GFI ALA-11 -- `-----1 `-------'I ` ----- E LIU i 71 4" --- K C E — — �_� LA-32 S worts F'. t - - F 0 R N. J O'! VVOMENJ S G 00, BUNK F1 - FI _ V. S J ,.,._ _ t o LA-2 - ._.. -- F C �I - LA-24 MA-14.16 MA-22 MB-2,4 LA-16 MA 6, MA— 4 SD LA-5 SD CORK SD —1' NG i ........ ... I LA-26 VIA A LA-18 DH 2 — ROOM _ OCCUPANCY SENSOR EEC. 2-� 1 X 2 X 2 1ml X _ POWER PACK " M 1O, I[ —1 � / RECE I LA-3 G _ -: _ VEST LA-1 ---- {T ,—....__ FLOORRPLAN. GFl 5!, � I'� � -....... G .. — x CORR - -- X s RTTICPT IN 2'---------, LA- %O --- ' SD `---- -'I -----SD G LA-8 - - LA-22 __ RBUNK MENLS 18TT �) N T - LA-10 -STOR'I i --------- 01 GFI-........_ LA-12GAME :... ......._....._. _ ......... _. __. ....._......__.. ......... .....__-.. .. 1 20 F 1 ROOM MEN'S _ L SHOWER ...._ ill F LA-9 WP WP gr=GFI GFI l ... LA-9 COVERED, ENTRY R-24 COVERED FI ENTRY I '; - ° NAN d d ° a 4 d ° DO�.M1TORY BOILDIWo a g . ALE:1/9'= -D d °. _. d . J:DNP1 & d �;QNDEd LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david_jones_conde®bellsouth.net V O LC) T N W 00 0 Z) co U) W co It Oo L_ CO LL N O Q Z V N UJ Q O N Q OC 0C O Q o Q Lo Om Q O O d' N C° U J Q z 0 > z m qct rr O) W FD M N _O 1 Z N Cn W 06 > = a o� U J - z E: i Q cz LL 0 W G PROJECT # 17-093.01 DATE 10-26-2018 REV # DATE PLAN REVIEW 02-06-2019 SHEET # E-2 COPYRIGHT 2018 :n PANELRO.ARD SO--IEDULE 'MB' 120/240 VOLTS 1 PHASE 3 WIRE 400 AM" HUS 42 BRANCH POLES X FULL NEUTRAL SURFACE MOUNTING 400 AMP MAIN LUGS SHORT CIRCUIT 1= 22,000 AMP-SYM-RMS COND. & WIRE AMPS .-...-._ A B LOAD BKP _ _.....-.-.- P A L K ,I B L' S ( C K 'T BKR -......... R A _ LOAD AMPS -A- ..©_. COND. & WIRE 3/4" #8 22 CU-3 2 145 1 1 2 2 301Al 23 1/2" #10 1 22 1 1 1 1 4 1 1 1 23 1 1/2" #12 8 REFRIGERATOR -ITEM #01 1 20 5 B 2 60 EWH-1 46 1" #6 8 FREEZER -ITEM #02 1 7 8 1 1 1 46 1 3 UC REFRIGERATOR -ITEM #16 9 10 2 90 ELECTRIC RANGE CONNECTION 1 66 1 1 1 4" #3 8 ICE MAKER -ITEM #14 1 11 12 1 1 1 -ITEM #08 66 9 MICROWAVE -ITEM #12 13 14 2 80 ELECTRIC RANGE CONNECTION 2 58 15 TOASTER -ITEM #11 15 16 1 1 1 -ITEM #08 58 2 ANSUL SYSTEM -ITEM #9.1 17 18 2 60 DISHWASHER -ITEM #05 36 W3/4'5 GENERAL RECEPT 19 20 1 1 1 365 1 21 22 2 20 COFFEE -ITEM #13 14 SPACE 23 24 1 1 1 14 25 26 2 20 HOOD EXH FAN 7 27 28 1 1 1 7 29 30 2 20 HOOD SUPPLY FAN 7 31 32 l 1 1 7 33 34 SPACE 35 36 37 38 39 40 2 30 SPD - 1/2" #10 41 42 1 1 1 - * * # TOTAL AMPS BUS A= 200 BUS B- 205 CONNECTED 'KVA= NOTE: PANEL 'MB' SHALL BE EQUAL TO SQURE D TYPE NQO PANELBOARD. * THE NOTED CIRCUIT IS NOT IN CALCULATION DUE TO NON -CONCURRENT LOADING. ** THE NOTED CIRCUIT SHALL HAVE A SHUNT TRIP C.B. INTERCONNECTED TO THE HOOD FIRE SUPPRESSION SYSTEM. * * * THE TOTAL BUS AMPS HAVE BEEN DIVERSIFIED PER NEC 220.56. PANELBOARD SCHEDULE 'LB' 120/240 VOLTS 1 PHASE 3 WIRE 225 AMP BUS 30 BRANCH POLES X FULL NEUTRAL SURFACE MOUNTING 225 AMP MAIN LUGS SHORT CIRCUIT I-22,000 AMP--SY0.4-RMS COLD. & WIRE AMPS LOAC BKR 1' K T B U. S C K T BKR LOAD AMPS COND. & WIRE A B P A P A A B 1/2" #12 4 LIGHTING -MEETING 1 20 1 1 2 1 120 RECEPTACLES-113/115 6 1/2" #12 L 4 1 1 3 4 -111 6 1 3 -KITCHEN 5 6 -111/113 6 4 -000R/GAME 7 8 -112/114 8 5 -MENS 9 10 SPACE 4 -M. BUNK/OFF 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2 30 SPD - 1/2" #10 29 30 TOTAL AMPS BUS A- 21 Eius B= 22 CONNE!CI'E:D KVA= NOTE: PANEL 'LB' SHALL BE EQUAL TO SQUIRE D TYPE NQO PANELBOARD. LOAD CENTER SCHEDULE 'G' 120/240 V01_TS 1 PHASE: 3 WIRE 125 AMP BUS 20 BRANCH POLES X FULL NEUTRAL FLUSH MOUNTING 100 AMP MAIN C.B. SHORT CIRCUIT P== 22,000 AMP -SYM--RMS CORD. & AMPS WIRE A B LOAD BKR C K T ET U S CI K T BKR LOAD AMPS COND. & ''MIRE P 1 A P A A B 1/2" #12 4 LIGHTING -GARAGE 20 1 1 2 2 30 TANKLESS EWH 20 1/2" #10 5 RECEPTACLES -GARAGE 3 4 1 1 1 20 1 5 1 1 5 6 2 20 DUCTLESS A/C 9 1/2" tl0 8 GARAGE DOOR OPENER 7 8 1 1 1 9 1 8 1 9 10 SPACE 8 TEL/CAN EQUIPMENT 11 12 8 1 13 14 - 1/2" #10 SPACE 5 6 _ n 18 2 30 SPD 19 1 20 1 1 1 TOTAL AMPS BUS A=54 BUS B: 50 caNNEr,TeD KVA, NOTE: PANEL 'G' SHALL BE EQUAL TO SQUIRE D TYPE QO LOAD CENTER. PANEL -BOARD SCHEDULE P' (NEMA 3R) 120/240 ......................................- VOLTS 1 PHASE - 3 WIRE 225 AMP BUS 30 BRANCH POLES X FILL --. L NE _: SURFACE MOINLNC 225 AMP MAIN LUGS SHORT CIRCUIT 1= ------ ----- 22,000 AMP SYM RMS ------------------ & AMPS LOAD BKR K B K BKR LOAD AMPS T- ..... COND & WIRE WIRE A B p A T S T P A A B WIRE: - --- 1/2" #12 8 - ......... ..-_.... POOL LIGHTING ......... 1 20 1 z 2 60 ELECTRIC POOL HEAT PUMP 34 1 #6 1 3 SPA LIGHTING 1 �__ 4 1 1 1 34 — 3/4 #8 16 SPA RECIRCULATING PUMP 2 25 _3 5 6 2 60 ELECTRIC ..... SPA HEAT PUMP 34 - , 6 1 1 l 1 1 l 34 16 - ...... SPA RECIRCULATING PUMP 2 .. 25 9 _ 10 2 25 ....... _...-- POOL RECIRCULATING PUMP 16 _--..... -- 3/4" #8 ..... ..-. 16 1 _-.- 1 - 11 12 1 1 1 16 --- ___ 8 SPA AIR BLOWER 2 __l_ 20 13 14 2 25 .. _ -. POOL RECIRCULATING PUMP 16 -- -- - 8 -... _---------- l- 1 l _ 6. 1 1 -- -_ , s -- ----- --- SPACE ., 17 18 ...... SPACE _...._------ -----.._. .------ - -------._. .------- .. ..._.._._ .... ____ _ 19 20 --.._.._. ......... ---- - --- - _._ ..- 21 22 ..................................... ,,......_- -- 23 __ 24 ..... _.-.......- _ ......_.. .............. ............ ....-___ _... __..-._-.-. .. _.............25 ....-26 ................ .___.:.-_. ..._..._-_-.._...._--......... ... ___... - - - ..... -- 27 28 2 30 SPD ... .... __ _1/2 #10 - -. 29 - 30 1 1 — 1 1 i TOTAL AMPS - _._.. BUS A= 148 Pus B= 143 __ CONNECTED KVA - NOTE: PANEL —...--- -_ 'P SHALL BE EQUAL TO SQUIRE D TYPE NQO -- PANELBOARD. -- ----------- --- __...._.. - k* PANELBOARD SCHEDULE 'MA' 120/24C VOLTS 1 PHASE 3 WIRE 400 AMP PI,IS 42 BRANCH POLES X FULL NEUTRAL SURFACE MOUNTING 400 AMP MAIN LUGS SHORT CIRCUIT 1= 22,000 AMP-SYM-RMS COND, & WIRE AMPS ......... ........ A B LOAD BKR ......... ...........-.. P A C K T B U S C K I BKR ...-_ _........... p l A AMPS ..-.._...-.. ..... A CONE. & WIRE 3/4" #8 22 CU-1 2 45 i 1 2 2 60 AHU-1 41 1" #6 22 1 1 1 3 4 1 1 1 41 22 CU-2 2 45 5 6 2 60 AHU-2 41 22 1 111 7 8 1 1 1 41 22 CU-4 2 45 9 1G 2 40 AHU-4 _ 29 3/4" #8 22 1 1 1 11 12 1 1 1 29 1 22 CU-5 2 45 13 14 2 60 AHU-5 41 1" #6 22 1 1 1 15 16 1 1 1 41 1 1/2" #10 7 WASHER 1 20 17 18 2 30 EWH-2 18 1/2" #10 7 1 1 1 19 20 1 1 1 18 1 21 DRYER 2 30 21 22 1 20 DH-1 5 1/2" #12 21 1 1 1 23 24 1 1 DH-2 5 1 21 DRYER 2 30 25 26 SPACE 21 1 1 1 27 28 SPACE 29 30 31 32 33 34 5 36 37 ]]E2 30 SPD - 1/2" #10 41 1 1 - TOT t- AMPS ENS A= 224 BUS H= 224 CONNECTED KVA- NO E: PANEL 'MA' SHALL BE EQUAL TO SQUIRE D TYPE NQO PANELBOARD. * THI NOTED CIRCUIT IS NOT IN CALCULATION DUE TO NON -CONCURRENT LOADING. PANELBOARD SCHEDULE 'LA' 120/24 VOIL!S 1 PHASE: 3 WIRE 225 AMP BUS 42 BRANCH POLES X FULL NEUTRAL SURFACE VOUNTING 225 AMP MAIN LUGS SHORT CIRCUIT 1= 22,000 AMP --SYU RMS COND. & WIRE AMPS LOAD BKR L' K T B U S L K 1 BKR LOAD AMPS COND. & WIRE A B P A P _ A A B 1/2" #12 5 AV CIRCUITS 1 20 1 2 1 20 RECEPTACLES -MEETING 6 1/2" #12 5 1 3 4 6 5 EWC 5 6 6 5 r 7 a -GAME 6 5 EXTERIOR WP,GFI 9 10 6 5 1 11 12 6 — SPARE 13 14 6 5 ATTIC POWER 15 16 —COORI 5 SPACE 17 16 -MENS 5 19 20 1 5 21 22 —M. BUNK 8 23 24 1 6 25 26 -OFFICE 5 1/2" #10 27 28 —RR 5 29 30 —LAUNDRY 5 31 32 —W. BUNK 6 33 34 1 5 35 36 —WOMENS 5 37 38 1 5 39 40 2 30 SPD - 41 42 1 1 1 - TOT L AMPS BUS A= 72 BUS 8= 70 CONNE::CI'E:D KVA- NO E: PANEL 'LA' SHALL BE EQUAL TO SQUIRE D TYPE NQO PANELBOARD. LOAD CENTER SCHEDULE 'R' 120/240v Its 1 phase 3 wire 125 amp bus 30 branch poles X full neutral FLUSH mounting 125 amp main LUGS short circuit i= 22,000 amp-Rym-rms cond. wi, e oad ' bkr a k f. u S k t. bkr load w Ed p a P a 1/2" #12 1 LTG & RECEPT -BED 1 1 20 1 1 2 2 351 AHU-6 3/4" #8 -BED 2 3 4 1 1 -LIVING/DINING 5 6 2 25 CU-6 1/2" #10 -KITCHEN 7 B 1 1 1 -BATH 9 10 2 50 RANGE 3/4" #8 REF 11 12 1 1 SM APPL 13 14 2 30 STACK DRYER 1/2" #10 15 16 1 1 1/2" #1q EWH 2 30 17 18 1 20 STACK WASHER 1/2" #12 19 20 SPACE 21 22 23 24 25 2s SPACE 27 23 2 30 SPD 1/2" #10 29 30 1 NOTE: SE LOAD CALCULATION FOR TOTAL BUS AMPS. NOTE: PANEL 'R' SHALL BE EQUAL TO SQ'D TYPE QO LOAD CENTER. NOTE: ALIQ WITH A LI SINGLE POLE 20 AMP CIRCUITS SERVING AREAS AS DESCRIBED IN NEC 210.12 SHALL BE PROTECTED ED ARC -FAULT CIRCUIT INTERRUPTER. ENTIRE SERVICE: EXISTING ELECTRIC PANEL SERVICE: 20/208 VOLT, 1 PHASE DEMAND LOAD INTERIOR LIGHTING & RECEPTACLES (844 SF X 3 W/SF) 2532 WATTS SMALL ADPLIANCE (2 X 1500 WATTS EA) 3000 STACK WASHER 1500 STACK DRYER 5000 RANGE 8000 MICROWAVE 1000 EWH 4500 REFRIGERATOR 750 DISPOSA 750 SUB TOTAL 27032 WATTS 1ST 10 W @100% 10000 WATTS REMAINI G DEMAND LOAD @40X 6813 LARGER OF CU @100% OR HEAT STRIP @65% TOTAL 1 20063 WATTS 20063 WATTS / 240 VOLTS a 84 AMPS a PANELBOARD SCI-iEDULE 'MDPC' 120/240 VOLTS 1 PHASE 3 WIRE 800 AMP BUS BRANCH POLES X FULL NEUTRAL SURFACE MOUNTING 800 AMP MAIN C.B. SHORT CIRCUIT 1= 22,000 AMP-SYM-RMS WOND. & IRE AMPS...... A I B LOAD ..-.-BKR._.,- P A K "I' U S K E BKR P -L .... LOAD AMPS id �� B COND. & .RE 3" #250 224E PANEL 'MA' 2 250 1 2 2 125 PANEL 'R' 841 1 1/2" #1 224 1 1 1 1 3 1 4 1 1 1 -- 84 1 200 PANEL 'MB' 2 1250 5 6 2 :150 PANEL 'LA' 72 2" #1/O 2051' 1 1! 1 5 1 1 1 70 2" #3/0 148 PANEL 'P' 2 1200 9 10 2 1150 PANEL 'LB' 21 1 1 143 1 1 1 11 12 1 1 1 122 SPACE 3 14 SPACE 115 16 17 18 19 20 21 22 2 30' SPD - 1/2" #10 23 24 11 1 1 l 1 ! - 1 T()TAL AMPS BUS A= 749 BUS B= 748 CONNECTED KVA= NOTE: PANEL 'MDP' SHALL BE EQUAL TO SQUIRE D TYPE HCM I -LINE PANELBOARD WITH 27" OF BRANCH CIRCUIT MOUNTING SPACE. MISSIONARY FLIGHTS LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS MOUNTING REMARKS A 6" 2000 LUMEN DOWNLIGHT HALO COMMERCIAL PD620DO1OB- PDM6B830-61VH UNV 20W LED RECESSED SEE NOTE 1. B 42" DECORATIVE PENDANT SEE NOTE 5 - - - STEM SEE NOTE 5 C 16" DECORATIVESCONCE SEE NOTE 5 - - - WALL SEE NOTE 5 D LED UTILITY STRIP METALUX 4SNLED-LD5-27SL-LW-UNV-L830-CD1-U UNV 22W LED PER PLANS SEE NOTE 1. E 1X4 WET LOCATION LED FAILSAFE HVL12.4-LD4.2STD-30-UNV-0-EDD-1-0 UNV 72W LED SURFACE SEE NOTE 1. F 2' LED VANITY LIGHT SEE NOTE 5 - WALL SEE NOTE 5 G 6' 1000 LUMEN DOWNLIGHT HALO COMMERCIAL PD610DO1OB- PDM6B830-61VH UNV 1OW LED RECESSED SEE NOTE 1. H 4' LED DOWNLIGHT HALO H457-TAT-EO10-.EL406-9-30-TL410H UNV 1OW LED RECESSED SEE NOTE 1. I 8"X4 WET LOCATION LED FAILSAFE HVL8-4-LD4-ISTD-30-UNV-0-EDD-1-D UNV 35W LED SURFACE SEE NOTE 1. K 6" OUTDOOR DOWNLIGHT PORTFOLIO LD6B-10•DO10- EU6B-1020.80.30.6LB-W-1-H- RMS22 UNV 11W LED RECESSED SEE NOTE 1. L OUTDOOR LED SCONCE TLI 40298BKTLED 120 1OW LED WALL M i LED UNDERCABINET HALO 11_110-**-9.30-P SERIES 120 7W/FT LED SURFACE SEE NOTE 4, N 4' LED VANITY LIGHT SEE NOTE 5 - - WALL SEE NOTES 1, O CLOSET LIGHT TLI NEC14-L16.3-120-ZE560-**-30K TBD 16W LED WALL SEE NOTES 1,3. p POOL AREA LIGHT ON 20' RTA ALUMINUM POLE ANP LA2231-P117-LD4-D-T3-**-** /1908-30-50-5-T-E-P9-** TBD 117W LED WALL SEE NOTES 1,3. Q CARPORT CEILING LED SQUARE LIGMAN UPA-31941-W30 TBD 20W LED WALL SEE NOTE 1. EM EMERGENCY LED FIXTURE SURE-LITE SEL50 TBD 2W LED WALUCEILING X LED EXIT SIGN SURE-LITE LPX70 TBD 1 W LED SURFACE NOTE 1: DIMMABLE WITH 0-10V SIGNAL. TWO LOW VOLTAGE CONTROL WIRES REQUIRED. NOTE 2: MOUNT CENTER OF FIXTURE 66" A.F.F. NOTE 3: FINISH TO BE SELECTED BY ARCHITECT NOTE 4: LENGTHS AND CONFIGURATIONS PER PLANS. CONTRACTOR TO CONFIRM. DIMMABLE WITH LEADING EDGE OR TRAILING EDGE DIMMER, CONFIRM DIMMER COMPATIBILITY. NOTE 5: THE NOTED FIXTURE IS TO BE SUPPLIED BY THE OWNER & INSTALLED BY THE CONTRACTOR. FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT TONY PLONNER @ LIGHTING DYNAMICS (561) 718-8917 J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: doLvid—jones—conde@bellsouth.net U � LED r CV w00 0 co U0 (n w M d 00 ^+ 05 00 -' (D C) Q U) Z co CD 40 ¢ Z ED i C) O L m a O O � W U a z 0 a _� z — m d- � LLJ co z Nx i __ (b �/) v^� LU W L > o LL �T1�(( V Ta -+- Cr J -0i' r1� LL c W z 00— a-- cr a LL _Cz �/^) v) PROJECT # 17-093,01 DATE 10-26-2018 REV # DATE 0 A SHEET # E-3 COPYRIGHT 2018 ELECTRICAL NOTES: 1.ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED.CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS.IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT,CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL OWNER HAS DIRECTED CORRECTIVE ACTION. 2.ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND TELEPHONE INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. 3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRIC CODE AND THE 2017 FLORIDA BUILDING CODE, 6TH EDITION. 4.DO NOT SCALE THE ELECTRICAL DRAWINGS.REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNERS REPRESENTATIVE. 5.MINIMUM WIRE SIZE SHALL BE #12 A.W.G. EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH THHN INSULATION. 6.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 7.CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. &CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 9.ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE 10.CONTRACTOR SHALL PAY FOR ALL PERMITS. FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. 11.THE ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF POWER AND TELEPHONE COMPANIES. 12.CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. 13.ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS OR FUSED SWITCHES AS INDICATED. 14.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, DEVICES FOR ALL OUTLETS AS INDICATED. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. 16.ELECTRICAL CONTRACTOR SHALL LABEL EXTERIOR OF ALL PANELS AND PROVIDE COMPLETE TYPEWRITTEN DIRECTORIES. 17.ALL ELECTRICAL AND TELEPHONE/DATA OUTLETS TO BE AT 16" AFF UNLESS NOTED OTHERWISE, VERTICALLY MOUNTED. 18.ALL LIGHT SWITCHES TO BE AT 42" AFF. 191AY IN LIGHT FIXTURES TO BE SUPPORTED AT ALL FOUR CORNERS AND SECURED TO STRUCTURE ABOVE. 20.ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL ELECTRICAL WIRING FOR HVAC SYSTEM INCLUDING CONTROLS, THERMOSTATS, POWER, ETC. SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 21.PANELBOARDS: ALL CURRENT CARRYING BUSES SHALL BE COPPER. ALL GROUND BUS BARS SHALL BE COPPER. PANELBOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE -PUNCHED CONCENTRIC HOLES.AIC RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES 22.DISCONNECT SWITCHES SHALL BE H.P. RATED,HEAVY DUTY, ENCLOSURES AS REQUIRED BY EXPOSURE. 23.ALL EXPOSED EXTERIOR CONDUITS SHALL BE RIGID METAL, ALL UNDERGROUND CONDUIT SHALL BE SCH 40 PVC. INTERIOR LIGHTING AND RECEPTACLE CONDUIT SHALL BE EMT. LOAD CALCULATION: TYPICAL COTTAGE SERVICE: 120/240 VOLT, 1 PHASE DEMAND LOAD INTERIOR LIGHTING & RECEPTACLES (1000 SF X 3 W/SF) EXTERIOR BUILDING LIGHTS/RECEPTACLES EWH GARBAGE DISPOSAL SMALL APPLIANCES (2 X 1500 WATTS) MICROWAVE/HOOD RANGE FULL SIZE REFRIGERATOR/FREEZER DISHWASHER SUB TOTAL 1ST 10 KW 2100% REMAINING DEMAND LOAD @40% DUCTLESS HEAT PUMP 2100% LARGER OFlTOTAL CU @100 OR TOTAL AHU & HEAT @65% TOTAL 18442 WATTS / 240 VOLTS = 77 AMPS ROUTE #6 AWG THHN COPPER GROUND WIRE IN 3/4"C BACK TO THE MAIN ELECTRICAL GROUND SYSTEM AT THE SERVICE. GROUND BAR. SEE DETAIL NEW 48"X48"X3/4° PLYWOOD BACKED W/FIRE RETARDANT PAINT EXISTING (2)3"C W/PULLWIRE TO TELEPHONE SERVICE LOCATION AT PROPERTY LINE. GND PER UTILITY REQUIREMENTS. — — j UNID RGROUND TO /FUTUREIRPEDESTALS t — — — :l BY UTILITY. GARAGE CATV RISER DIAGRAM SCALE: NTS ROUTE #6 AWG THHN COPPER GROUND WIRE IN 3/4"C BACK TO THE MAIN ELECTRICAL GROUND SYSTEM AT THE SERVICE. GROUND BAR. SEE DETAIL NEW 48"X48°X3/4" PLYWOOD BACKED W/FIRE GND PER UTILITY RETARDANT PAINT REQUIREMENTS. EXISTING (2)3-C W/PULLWIRE TO TELEPHONE SERVICE LOCATION AT PROPERTY LINE. r J - -I EXISTING (4)2"C W/PULLWIRE - :q UNDERGROUND TO FUTURE PEDESTALS BY UTILITY. PROVIDE EXTERIOR HORN/STROBE & FLOW & TAMPER SWITCH AT FIRE SPRINKLER''. ENTRY TO BUILDING. GARAGE TELEPHONE/INTERNET RISER DIAL SCALE: NTS PANEL'MDP' CALCULATION: SERVICE: 120/240 VOLT, 1 PHASE, 3 WIRE COTTAGES (6 TOTAL) 3000 WATTS 6 X 27980 WATTS PER COTTAGE 280 4500 167880 X 0.44 (DIV PER NEC 220.84) 1000 3000 GARAGE UTILITY BUILDING 1200 8000 PANEL ' G' 1000 1000 RV SITES (12 TOTAL) 22980 WATTS 12 X 13200 WATTS PER SITE 10000 WATTS 158400 X 0.5C (DIV PER NEC TABLE 551.73(A) 5192 NA NA TOTAL PANEL ' MDP' LOAD 3250 165547 WATTS / 240V = 690 AMPS 18442 WATTS GARAGE EXTERIOR -CLUBHOUSE om ROM NOTE 1 ❑ NOTE 1 PANEL I PANEL CUI 1 W/B G1 �W//6/0 G'IDD GND PER NEC. SEE DETAIL EXTEND EXISTING 2'C TO NEW PANEL 'G' LQCAnoN 167860 WATTS 73867 WATTS 12480 WATTS 158400 WATTS 79200 WATTS APARTMENT -CLUBHOUSE, ❑RISER NOIE 1 PANEL 'R' CHATWORTH #10622-000 INSULATOR BRACKET & HARDWARE. �J :13> 0 CHATWORTH #10622-010 4 0 COPPER BAR. 0 0 p 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 ROUTE 46 AWG THHN COPPER 0 0 0 GROUND WIRE IN 3/4"C BACK TO 0 0 �p THE MAIN ELECTRICAL GROUND 0 SYSTEM IN THE FIRST FLOOR p ELECTRIC ROOM. NEW FA.C.P. ATTACH BRACKET TO WALL WITH 1/4" SCREWS INTO STUDS OR BLOCKING. 0 TELEPHONE \yy J SERVICE CAN SERVICE PEDESTAL PEDESTAL GROUND BAR DETAIL NTS 3/4"C TO TEL. SERVICE #6 GND TO MAIN SERVICE GROUNDING SYSTEM. ELEC RM GAME RM MEN'S CORR MEN'S MEN'S BUNK CORR SPD ENTIRE SERVICE CALCULATION: SERVICE: 120/240 VOLT, 1 PHASE, 3 WIRE PANEL 'MDP' COMMUNITY BUILDING (CLUBHOUSE) PANEL 'MDPC' PANEL 'H' (HOUSE COMMON CIRCUITS) TOTAL SERVICE LOAD 361147 WATTS / 240V = 1504 AMPS THE SERVICE PROVIDED IS 1800 AMPS. 1 1/2'0-3 fll W/O GND PROVIDE TAMPER SWITCHES AT THE DDCV. COORDINATE LOCATION WITH FIRE SPRINKLER CONTRACTOR. CORR ROUTE #6 AWG THHN COPPER GROUND WIRE IN 3/4"C BACK TO THE MAIN ELECTRICAL GROUND SYSTEM AT THE SERVICE. GROUND BAR. NEW SEE DETAIL. 3'X8'X3/4" TEL/DATA/TV BD W/FIRE RETARDANT PAINT TO #6 GND TO MAIN MATCH WALL. SERVICE GROUNDING SYSTEM. 2'C CEILING TYP. TEL/DATA OUTLET. TYP. CAN OUTLET. SEE PLAN FOR EXACT N SEE PLAN FOR EXACT NUMBER REQUIRED. NUMBER REQUIRED. 3/4"C W/PULLWIRE. �-3/4"C W/PULLWIRE. 2"C W/PULLWIRE. BUILDING LOW VOLTAGE RISER DIAGRAM SCALE: NTS APT RR CORR LAUNDRY WOMEN'S BUNK WOMEN'S CORR KITCHEN CORR CORR FIRE ALARM NOTE: THE CONTRACTOR SHALL INCLUDE THE COST OF PROVIDING A FIRE ALARM SYSTEM IN THIS BUILDING AS OUTLINED IN THESE DRAWINGS. THE FIRE ALARM SYSTEM SHALL BE DESIGNED & SUBMITTED UNDER A SEPARATE PERMIT. BUILDING FIRE ALARM RISER DIAGRAM NTS N- MAIN BONDING JUMPER PER NEC 165547 WATTS GRD- #4 Cu TO (1)6 CND RODS 179640 WATTS 15960 WATTS Cu Cu NOTE: PROVIDE #A Cu SROUNDIN6 ELECTRODE CONDUCTOR TO ORO" RODS, WILDINO STEEL, & 6-60 WATER PIPE. BONDING BAR LOCATED PER NEC 250.94(3) FOR INTERSYSTEM BONDING TERMINATIONS. BOND TO EQUIPMENT HOUSING PER NEC 408.3 (C) #6 Cu GROUNDING CONDUCTOR TO BUILDING PIPING SYSTEMS PER NEC 250.52(A)(1). GROUNDING CONDUCTOR TO CONCRETE ENCASED ELECTRODE PER NEC 250 52(A)(3) GROUNDING CONDUCTOR TO IF AVAILABLE. MADE GROUNDING ELECTRODE(S) PER NEC 250.52(A)(5) & 250.56. GARAGE GROUNDING DETAIL NTS NOTE: PROVIDE 0/0 Cu 6ROUNDINO FJ_EGTRODE N CONDUCTOR TO C-RO" RODS, 6UILDIN6 STEEL, & MAIN BONDING CAD WATER PIPE. JUMPER PER NEC 250.28 #3/O CU TO (1)' 6ND RODS MEETING T BONDING BAR LOCATED PER NEC 250.94(3) FOR INTERSYSTEM BONDING TERMINATIONS. BOND TO EQUIPMENT HOUSING PER NEC 408.3 (C) '#6 Cu ------------- GROUNDING CONDUCTOR TO BUILDING PIPING SYSTEMS PER NEC 250.52(A)(1). GROUNDING CONDUCTOR TO CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3). GROUNDING CONDUCTOR TO IF AVAILABLE. MADE GROUNDING ELECTRODE(S) PER NEC 250.52(A)(5) & 250.56. BUILDING GROUNDING DETAIL NTS Cu Cu EXISTING EXISTING (4)4"C-3 #500 MCM 2"C-3 #3/0 IN EACH EXISTING 16"H X 10"D X LENGTH AS REQUIRED WATER TIGHT ELECTRIC RM-CLUBHOUSE r7 WIREWAY. REM RISER RISER RISER F------- -----� — NOTE 1 NOTE 1 NOTE 1 NOTE 1 (3)3°C-3 #350 MCM L — — — I- � T- 7 _ r , IN EACH u E._S EXISTING EXISTING EAT PANEL PANEL PANEL PANEL PANEL 2 1M I I L` J LOCATED 'LB' 'MB' 'MA' 'MDPC' 800 H' I 'MDP' I IIII T SERVICE. T210,-3 N3 OF3 MAIN 2 OF 3J - MAIN 31 I III I 2'C-3 VIVO VIVO 3'C-3 /230 NCN 3'C-3 #00 MCN 3 # /0 L rl J IIII EXISTING 1 1/4"C FEXISTING� W/O GND W/O GND W/4 GND W/4 GND #3/0 D(TEND EXISTING (3)3 1/2-C III Cu IIII I I PAD MTD I XFMR III L J I TO NEW PANE. 'MDP' - - _ _ _ - IIII LOCATON III I_I_II I7 L1fT1- - - _ r IIII -----------lll 1/2 IIII L- - ---- (3)3 C-3 #350 I ull--�--------- - - - - Ll U MCM W/%3/0 GID IN _--_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- EACH_ ---------_ — J EXISTING 2—"C-3— W_/%_E G_1� I— IN)EACH3 #750 MCM RISER JONES & CONDE, LLC (AID PER NEC. GND PER NEC. J 1. THE NOTED DEVICE IS A SURGE SEE DETAIL SEE DETAIL. PRGTE TEQUAL 'O =0 /425-1206-PIOAINSJ ELECTRICAL SERVICE RISER DIAGRAM 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 SCALE: NTS CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 TEL (561)309-9017 C EMAIL: david-jones_conde®bellsouth.net J' \ 0) lO r 'W N LL Op 7) co (j) LLI C'7 (.O LL 00 N O Q z r U (o �F- rn N Q Q m m (D LO -~� (D Q U 00 Q o O � W L _cz U z O I— 2 z 0� mcr) � z^^ Nix __ cz ''vJ W W .0 =IR� Q o LL cr V L.L (1)-3 �- - N z O E �>_ L.L � CIO LL Z O F U) G PROJECT # 17-093.01 DATE 10-26-2018 REV # DATE 0 SHEET # E-4 COPYRIGHT 2018 POOL IM HOT TUB d d ° a ° a d m.' d d ° A. d ° POOL C 1" WATER LINE FOR POOL AUTO O----- FiLL HOTTUB ■ L COVERED ENTRY 01ft 3" 4 1/2" TRAP -. PRIMER Ni- 6UNK CORR SANITARY FLOOR PLAN NOTES 1. THE CONTRACTOR SHALL SUPPLY A CLOTHES WASHER DISCHARGE INTERCEPTOR THAT COMPLIES WITH FBC-PLUMBING 1003.6. COVERED ENTRY 4 2 WAY 4 2 WAY I C.O. I C.O. L L CONNECT TO GREASE CONNECT TO SANITA SANITARY STUB BY STUB BY OTHERS. OTHERS. FIELD VERIFY FIELD VERIFY EXAC EXACT LOCATION AND LOCATION AND INVEI BINVEEG NNINGRT IWORK. TO PRIOR WORKNINy1 �, GINCOVERED III m n e _° _ d m. d d m d a ..m ° .. d m c e N ,m 1 SANITARY FLOOR PLAN DORMITORY BUILDING 0 SCALE,/B"`'`°" 3/4" -�------- w---- COVERED ENTRY t RP{ CORRIDOR ��j�1{� 1/2- 'B{aTH BED' - - 1/2• 1/2' 1/ LIVING/DINING I RE TIFF 1 1 4" 1 1 1/2" 2" VEST 2" •YW 1 1/4" 1" Z MEN'S 1up SHOWER I 1" 2" G.V. IN 1„ I (VALVE BOX. I y CONNECT TO j WATER SERVICE I PIPE BY OTHERS. 3/4 1/4" GAME ROOM ELEC. JAN.'L- 11LI _ 7rr ----------- w----- {�------- �-- COVERED ENTRY _w NG ROOM i I I I T-3/4" I I I I I I I I CONNECT TO SANITARY STUB BY OTHERS. FIELD VERIFY EXACT LOCATION AND INVERT PRIOR TO BEGINNING WORK. 01 PLUMBING FLOOR PLAN N GARAGE SCALE 1/8,.=' - TO ERVICE OTHERS. N 01 WATER PIPING FLOOR PLAN GARAGE SCALE 1/8"-''.0" - I i COVERED - ......... ............._ 1 :: G b d ° d . m dd ° 'd d c a' e.Q ..e a d d o..d'. .. '°d �.. .d' ° ° d m .. m d a e and do d. Na d AT�R PIPING FLOOR PLAN DORMITORY BUILDING A SCALE1/6" 41 JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david_jones-conde®bellsouth.net LC) ' N n ,� W i 00 Cy) U) LLI co � 1000 LL 0000 N O Q (n Z O T m _ V o N W Q -+l Q Q Ll) UOOm Q O O cu Z 0 I— > Z L W N C _O Z CV _0 ccs Cn w o2S = Q O u- CD = CC LL LL _(z 0 V l G PROJECT # 17-093.01 DATE 10-26-2018 REV # DATE PLAN REVIEW 02-06-2019 SHEET # P-1 COPYRIGHT 2018 1/4 u HWH SINK 1/2" \ ,� ' 3/4„ CONNECT TO TANKLESS EWH WATER SERVICE STIEBEL ELTRON DHC6-2 '� „ PIPE BY OTHERS. 4.8 KW @240V, 1 PH `\ 3/4 42 DEG RISE ©0.75 GPM. \ 3/4" G.V. IN \ VALVE BOX. �HB GARAGE WATER ISOMETRIC DIAGRAM nts 2.5 GAL EXPANSION TANK AQUA STAT UNION UNION FROM SYSTEM CHECK BALL PUMP VALVE VALVE RECIRCULATING PUMP PIPING H 121 N TIME LINE TEMPERATURE CLOCK CONTROLLER. TO WATER HEATER BUILDING RECIRCULATING PUMP: TACO #006-SF5 CIRCULATOR 2 GPM ®8 FT HD. 120V, 1 PH., 1/25HP RECIRCULATING PUMP CONTROL DETAIL NTS EWH-2 BRADFORD WHITE # E340T6 DUAL ELEMENT, NON -SIMULTANEOUS OPERATION 40 GALLON TANK, 4500 WATTS PER ELEMENT 240V, 1 PH 3/4" ZOVIDE WITH 2" DRAIN PAN & DRAIN VALVE << ,\ 3/4" 3/4" LAUNDRY WASHER WASHER 1 /2„ 1/2" 3/4„ y 1/2" P-6 RR P-4 WATTS #LFMMV-M1 THERMOSTATIC MIXING VALVE. HOT WATER INLET TEMPERATURE OF 140 DEG F & OUTLET TEMPERATURE OF 110 DEG F. TYPICAL OF 2. �\ 1 1/4" 5 GAL EXPANSION 1 " 7¢ \ 77 TANK TO 1" �� \ 1TKITCHEN ' I 11� 'BALL / 1 VALVE. T , TO WOMENS 77o 1 1 /4„ R �,l C.W. FROM 1 SERVICE EWH-1 BRADFORD WHITE #LE212OT3-3 DUAL ELEMENT, SIMULTANEOUS OPERATION 119 GALLON TANK, 5500 WATTS PER ELEMENT 240V, 1 PH PROVIDE WITH 2" DRAIN PAN & DRAIN VALVE RECIRC \ PUMP (Al 3/4 RECIRC & 110 DEG F TO MENS EWH-1 PIPING DIAGRAM nts BALL `\ VALVE. TYP DISH HAND W SINK \ SINK KITCHEN `\ COFFEEE I' 3/4„� 3/4„ �� ,�,' !> 3-COMP r \ �, SINK SINK SEE EWH-11 1/2 \ 1 PIPING WOMEN P-14 'P-13 \;� pIAGRAM SHOWER 1/2"/ 1/2" ��1/2" /jam BALL VALVE. TYP .% j�3/4,>` !%�� \R`\ 1 1 4" RINSE 1/2/% / Ib 1/21 3'-j 2�1/2 \ �\\4 SINK /e�% P—JJ „ / -/ 1/2"-+" j/2j 1 2 / / P 5 I'j- l�, P-2� I 1/2 1/2 1/2„i 1/2' P=5� `'" 1/2" \� 1 1/2" 1 „ \ \ l"A-5 BALL �� '�\ `\ ` 5 P-5 1\\ VALVE. TYP \ 2° \�,R 3/4" 1/2„ P 1 -12 MEN _ SHOWER 3/l4' L�P-5 /-/ �-1/2 \, \ 1/2 l/2'1� 2.5 GAL „ ,- ��,///2„ P-13 1 1 2„ EXPANSION \ TANK 3/4 �/ /1 1/4" P=6 \ Y� I, / \ 1 p-3/4„ r \\I\ \ P5 �� '/I BALL 1/2„ P-14 \ PP-3�< / VALVE. TYP 3 4„ 3/4 l \\ „ WATER HAMMER ARRESTOR. WATER HAMMER ARRESTOR. 2' 1 2'� / P-12 �� \\3/``4 ZURN #1250 OR EQUIVALENT. SHALL ZURN #1250 OR EQUIVALENT. SHALL \ q'/� / �3/4 9 CONFORM TO ASSE 1010 & MANUFACTURERS CONFORM TO ASSE 1010 & MANUFACTURERS ' P-2 1/2" BALL 3/4 P-11 �� \\ LITERATURE MUST ALLOW INSTALLATION IN LITERATURE MUST ALLOW INSTALLATION IN C 1 1/4' P=4 VALVE. TYP P-11 STUD WALL WITH NO ACCESS. TYPICAL. STUD WALL WITH NO ACCESS. TYPICAL. \ P-10 BATH WASHER -�i�\ 1/2' 'P=1 1/2" IL 2„ 1/2" / , EWH-3 BRADFORD WHITE #RE340T6 j'1P2" JJ DUAL ELEMENT, NON -SIMULTANEOUS OPERATION j- KITCHEN PP=9 " 240 40V, 1LOPHTANK, 4500 WATTS PER ELEMENT /- WATER ISOMETRIC DIAGRAM nts VALVE BOX. PROVIDE WITH 2" DRAIN PAN & DRAIN VALVEWAqHFR J JONES & CONDE, LLC i jJ 4440 PGA BOULEVARD PALM GDENS, FL 33410 OUTDOOR & CERT F CATEACH OF AUTHORIZAT ON #29783 SHOWER DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david—jones—conde®bellsouth.net U Lo V/ T '� N N w00 H + ��qt w 00 coo d N O Q Z T U � ��rn O � Q cc i OU Q o o00 0 U J Q z 0 > z m d.' Lu CO M Z N c ro (n W 06 > = Q C15 O ILL N U- z O E� � Q u- _cz 0 (i) z> PROJECT # 17-093.01 DATE 10-26-2018 REV # DATE L� SHEET # P-2 COPYRIGHT 2018 rq PLUMBING NOTES 1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2.PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3.ALL MATERIALS SHALL BE NEW. 4.REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5.PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 6.DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING AND EQUIPMENT, 7.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. &VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 9.DOMESTIC WATER PIPE SHALL BE TYPE "L" COPPER WITH NO LEAD SOLDER. 10.SANITARY & VENT PIPING SHALL BE CAST IRON. 11.DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 12.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 13.ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES. 14.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 15.PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 16.PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEAN OUT PLUG OR ACCESS PANEL FOR ALL WALL CLEAN OUT. 17.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 18.ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC WITH 1/2" THICK TYPE 'G' CELLULAR FOAM INSULATION, K=0.28 MINIMUM. 19.TEST DOMESTIC WATER TO HYDROSTATIC PRESSURE OF 100 PSI AND REMAIN LEAK FREE FOR 24 HOURSYROVIDE ALL NECESSARY TEST EQUIPMENT. PERFORM TEST IN PRESENCE OF OWNER'S REPRESENTATIVE. ENTER TEST RESULTS IN GENERAL CONTRACTOR JOB LOG.STERILIZE WATER PIPING WITH SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE AND ALLOW TO REMAIN IN SYSTEM FOR A PERIOD OF EIGHT (6)HOURS. FLUSH SYSTEM AFTER STERILIZATION. ALL COST FOR STERILIZATION AND EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR. 20.PROVIDE 1" (R=4.0 MIN.) INSULATION FOR ALL HOT WATER LINES. PROVIDE TRAP WRAP FOR ALL ACCESSIBLE SINKS. 21.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 22.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUTOFF. 23. THE DESIGN & INSTALLATION OF THE PLUMBING SYSTEM & ALL APPURTEN- ANCES SHALL COMPLY STRICTLY WITH THE APPLICABLE PROVISIONS OF THE 2017 FLORIDA BUILDING PLUMBING CODE, 6TH EDITION. PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION TRIM REMARKS 1 ADA KOHLER K-3493-0 BEMIS 7B1955CT-000 ELONGATED ADA W.C. HIGHLINE, 1.6 GPF SEAT, ELONGATED BOWL, 16.5" HIGH. 2 W.C. KOHLER K-3505 BEMIS 7B1955CT-000 EL�NGATED 15" HIGH WELLWORTH, 1.6 GPF SEAT, ELONGATED BOWL, 3 URINAL KOHLER K-5016-ET-0 SLOAN 3082675 WALL HUNG. DEXTER 186-1-XL 4 ADA WALL MTD LAV 5 UNDERMOUNT LAV KOHLER K-2007-0 KINGSTON KOHLER K-2210-0 CAXTON OVAL ELKAY EZTL8C 7 SERVICE FIAT MOP SINK MSB-2424 8 LAUNDRY STERLING SINK 995-0 9 KITCHEN ELKAY SINK ETRU30179PD 10 APARTMENT ADA KOHLER HIGHLINE W.C. K-3493-0 it UNDERMOUNT KOHLER K-2210-0 LAV CAXTON OVAL 12 APARTMENT TILE SHOWER SHOWER BY OTHERS 13 MEN'S/WOMEN'S TILE SHOWER SHOWER BY OTHERS 14 MEN'S/WOMEN'S TILE SHOWER ADA SHOWER BY OTHERS 15 GARAGE SINK ELKAY DCR2522101 MOEN 6903 SINGLE HANDLE VITREOUS CHINA, FAUCET. 0.5 GPM W/POP-UP WALL MTD. DRAIN & TRAP WRAP & ZURN Z1021 TRAP PRIMER AS kEQ'D. MOEN 6903 SINGLE HANDLE VITREOUS CHINA, FAUCET. 0.5 GPM W/POP-UP WALL MTD. DRAIN & TRAP WRAP & ZURN Z1021 TRAP PRIMER AS REQ'D. STAINLESS FINISH. HI-L❑ SURFACE MTD REFRIGERATED. ADA COMPLIANT. 830AA FAUCET, 832AA HOSE 24'X24' MOP & HOSE BRACKET, MSG WALL SINK GUARDS. MOEN 7825 SINGLE HANDLE COMPOSITE FAUCET, SNAP-TITE SINK BASKET STRAINER. MOEN 7840 FAUCET SINGLE SS W/SINGLE HANDLE & PRAY, SINK BASKET DRAIN. BEMIS 1500EC000 ELONGATED SEAT ADA & COVER, ELONGATED BOWL 16.5" HIGH MOEN 6903 SINGLE HANDLE VITREOUS CHINA, FAUCET. 0.5 GPM W/POP'-UP WALL MTD. DRAIN PROVIDE WITH MOEN 62300 PRESSURE BALANCING VALVE, MOEN T2692NH SHOWER �NLY, LESS HEAD MOEN 26100EP HANDSHO ER. SQUARE GRID DRAIN. PROVIDE WITH MOEN 62300 PRESSURE BALANCING VALVE, MOEN T2692NH SHOWER ONLY, LESS HEAD MOEN 26100EP HANDSHOWER. SQUARE GRID DRAIN. PROVIDE WITH MOEN 62300 PRESSURE BALANCING VALVE, MOEN T2691 VALVE TRIM SHOWER ONLY, LESS HEAD MOEN 3868EP HAND SHOWER SLIDE BAR, MOEN A725 DROP EL MOEN 26100EP HANDSHOWER. SQUARE GRID DRAIN. MOEN 7825 FAUCET SINGLE SS W/SNAP TITE SS440 SINK BASKET STRAINER PLUMBING LEGEND - COLD WATER LINE HOT WATER LINE $AN ABOVE FLOOR SANITARY WASTE LINE ---SAN--- BELOW GRADE SANITARY WASTE LINE ST STORM DRAIN LINE VENT LINE C CONDENSATE DRAIN LINE P-1 PLUMBING FIXTURE TYPE C.O. CLEAN OUT V.T.R. VENT THRU ROOF -0o- SHUT-OFF VALVE I"+ HOSE BIB (MOUNT 12" AB. FIN. GR.) F.D. FLOOR DRAIN W/TRAP 4 WATER HAMMER ARRESTOR i FD FLOOR JOSAM 30000-5 CAST IRON BODY, SQUARE TOP, DRAIN NIKALOY STRAINER TOP, 1/2' TRAP PRIMER TAP, FS FLOOR JOSAM 49344A-3 CAST IRON BODY, SINK 1/2 GRATE TOP. P r��' \� NOTES, I 1, THE CONTRACTOR SHALL SUBMIT PLUMBING FIXTURE SPECIFICATION SHEETS TO THE OWNER & INTERIOR DESIGNER & RECEIVE APPROVAL PRIOR TO ❑RDERING. 2 FD P_d P-1 �J-- 2" VTR JIL I I I r� 2„ r/ . .. 2" _.. — > 3 2„ 2" � 'WASHE jWASE I 3„ 2„"b 2 j 3 2 P-1 3" 1 ) ! 1_ 1/2" TRAP PRIMER JIL 1 2" ' 1 i i I 2 I I r7c HANL f SINK 4' 2" 4" 4" „ r 4 4" „ I FS 4 4" 4„ FD I � 2"- FD 4„ _ I �' 14 ilo2„ �' 2 -� P _13 ''2" VTR FS �. 2 -�11 WASHER FD 4" 2 SANITARY IS 2" VTR CONNECT TO SANITARY STUB BY OTHERS. JIL FIELD VERIFY EXACT LOCATION AND INVERT I PRIOR TO BEGINNING C.O. I SINK 2" 2" GARAGE SANITARY ISOMETRIC nts FS 1/2" TRAP PRIMER P-1 2" VTR JIL I I I I I ETRIC DIAGRA ` y CONNECT TO SANITARY 2 WAY STUB BY OTHERS. C.O. FIELD VERIFY EXACT LOCATION AND INVERT PRIOR TO BEGINNING CONNECT TO GREASE WORK. SANITARY STUB BY OTHERS. FIELD VERIFY EXACT LOCATION AND INVERT PRIOR TO BEGINNING WORK. J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 TEL (561)309-9017 EMAIL: david_jones_conde®bellsouth.net U O VJ ILD r CV W � 0 7D '(Yt) (n LU M t0 IL CO N C) Q Z r U W cl) Qi Q [[ cc CO Q Q Ln U 00 U m C) O (. L _cu U O z -� m � L I— ) 0 z N co_0 > = a o '� cc ( _ E J -0 " U- O z �. E c L Q m LL O U) ) C G �t4t3 PROJECT # 17-093.01 DATE 10-26-2018 REV # DATE 0 0 0 0 SHEET # P-3 COPYRIGHT 2018