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HomeMy WebLinkAboutBUILDING PLANImmosommmaml 14 GA I" STL STRAP, ONE ON EACH STRINGER WITH 1 1/2(1 I 1/211 THE EXCEPTION OF A STRINGER ON AN OPEN SIDE WHERE THE STRINGER ENDS ON THE OUTSIDE EDGE OF A DECK IN ORDER TO CONTINUE A 2 x 12 FASCIA FOR THE RAILS. EACH STRAP IS NAILED TO THE END OF THE STRINGER AND SECURED TO THE DECK W/ NAILS. IN CASES WHERE STRAP CANNOT BE SEEN AFTER DRYWALL SPACER FOR WALL IS HUNG, THE STRAP WILL START FROM THE UNDERSIDE z - MOUNTED WOOD OF THE STRINGER AS SHOWN. tu � N RAILING C) WHEN STRAP CAN BE m Q SEEN STARTING POINT 2x 10 BLOCKING WHEN STRAP CANNOT (2) # 12 WD SCREWS TO BETWEEN INTERIOR BE SEEN STARTING BLOCKING @ 1 2" OC WALL FRAMING POINT (STAGGERED), AND (1) # 12 WD SCREW AT HANDRAIL GWB TOP RISER SHALL BE SECURED TO DECK W/ (5) 1 Gd TO SPACER AT 1 2" OC NAILS STAGGERED. TYP TOP STAIR DETAIL TYP WALL MOUNTED HAND RAIL 5 3" = 1 '-01, OPTION I OPTION 2 STRINGERS ARE SECURED TO LANDING W/ (1) 14 GA STL STRAP. IN CASES WHERE STRAP WILL BE SEEN AFTER DRYWALL IS HUNG, THE STRAP WILL BE PLACED FROM THE LANDING TO THE SIDE OF THE STRINGER THAT DOES NOT SHOW, AS SHOWN IN OPTION 2. TYP B.O. STAIR 2 DETAIL AT LANDING . 2xG LANDING W/ 3/4" CDX PLYWOOD, GLUED AND NAILED. MEMBERS ARE I G" OC MAX. LANDING SECURED LANDING SECURED TO TO CMU WALL W/ 311 A 4x4 POST W/ ONE DRIVE PINS. (I ") 14 GA STL STRAP W/ 8d NAILS. PT WOOD 2x4 SECURED 4x4 POST SECURED TO TO CMU WALL W/ 3" SLAB: STL POST ANCHOR DRIVE PINS DIRECTLY SHOT W/ DRIVE PINS TO UNDER LANDING. SLAB AND NAILED TO POST. TYP STAIR LANDING DETAIL 1 14 GA STL STRAP SECURED TO SLAB W/ DRIVE PINS AND NAILED TO BOTTOM OF STRINGER W/ I Gd NAILS ON EACH STRINGER. 0 2' 4' G' PT WOOD 2x4 SECURED TO SLAB W/ 3" 0 111 2" 3" DRIVE PINS. STAIR SECURED TO 2x4 W/ I Gd 1/2" = P-01 NAILS FROM THE FIRST RISER TO THE 2x4. NOTE THAT THE 2x4 DOES NOT NEED TO 0 1' 2' GO FROM STRINGER TO STRINGER. 0 3" 1- 1 /2" = 11-01, 0 G" TYP B.O. STAIR DETAIL 0 3" 31, = 1 1-011 PLOT DATE: Oct 09, 20 18 - 10:38am FILENAME: 17 109_1) 1 5_A-50 I .dwg © FLORIDA-CARIBBEAN ARCHITECTURE, 201 a. ALL RIGHTS RESERVED. pSABE �. O 80 LL; O. o r• • o v w RAC N �iivir;. i914R{�i�iH R I I a a a m w Z Q U H Z w Q w �z 7 0 Z� o> Jw 0 w w 0 w Z 3 0 - w N Q � O - d z N � (^� v (M Z -J J J w Lu U w_ 3 J5_ 0 W ILL � O o F Q Q w Z Q o O� L.L.I cam, N 0 WA J J w U w .in II LL O to w w 0- 0 W C) Q LJ J O V) J_ Q F�— L1J w � F ! Florida -Caribbean =i1 1 s' i 1t11 I` sullpy §iF{I Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 DSGN A. SLOCOMBE DRWN A. VANdO05ER APVD A.5L000M15E FROJ 17109 DATEae C3! ?0 "3 DWG A-501 DOOR SCHEDULE DOOR HARDWARE DETAIL NOTES MARK MARK SIZE (W x H xT) TYPE MATL LOCKSET HEAD JAMB SILL BUILDING A -FIRST FLOOR A 101 3'-0" x 6'-8" A FRP ENTRY 4 / A-601 4 / A-601 W/ DEADBOLT A 101 A 102 b'-b" x T-0" C STL PER MFR I 0/A-601 " 10 / A-601 SIMILAR A 102 A 103 3'-0" x 6'-8" A WD PASSAGE I / A-601 I / A-601 W/ DEADBOLT AND SPRING HINGES A 103 ' A 104 6'-O" x 0-b" B ALUM PER MFR 6/ A-601 6/ A -GO 1 7/ A-60 I A 104 A 105 2'-6" x 6'-8" A WD POCKET DR 2/ A-60 I A 105 A 106 2'-6" x 6'-8" A WD PRIVACY / A-601 I/ A-60 I A 106 A 1 1 1 3'-0" x 6'-5" A FRP ENTRY 4/ A-601 4/ A-60 I W/ DEAD13OLT A 11 1 A l 12 8'-8" x 7'-0" C 5TL PER MFR 10/A-60 I 10 / A-60 I SIMILAR A l 12 A 1 13 3'-0" x 6'-8" A WD PASSAGE I / A-60 I I / A-60 I W/ DEADBOLT AND SPRING HINGES A 113 A l 14 I G'-0" x 6'-8" B ALUM PER MFR 6/ A -GO I / A-601 7/ A-GOI A114 A l 15 2'-6" x 6'-8" A WD POCKET DR 2/ A-60 I A 115 A l 16 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-601 A l 16 BUILDING A -SECOND FLOOR A202 2'-8"x 6'-8" A WD PRIVACY I / A-601 I / A-GOI A202 A203 2'-6" x 6'-8" A WD PRIVACY I/ A -GO I I/ A-GOI A203 A204 2'-4" x 6 '8" A WD PRIVACY I/ A-601 I/ A-601 A204 A205 2'-6" x G'-8" A WD PASSAGE I / A-601 I / A-601 A205 A206 2'-b" x 6'-5" A WD PA59AGE I / A-601 I / A-601 A206 A207 2'-6" x 6'-8" A WD PRIVACY I / A-601 I / A-601 A207 A208 2'-6" x 6'-8" A WD PRIVACY I / A-601 I / A-601 A208 A209 2'-6" x 6'-8" A WD PRIVACY I / A-601 I / A-601 A209 A212 2'-5"x 6'-5" A WO PRIVACY I / A-601 I / A-601 A212 A213 2'-6" x G'-8" A WD PRIVACY I / A-601 I / A-601 A213 A214 2'-4" x 6-'8" A WD PRIVACY I/ A-601 I/ A -GO I A214 A215 2'-6" x 6'-8" A WD PASSAGE I / A-601 I / A-601 A215 A216 2'-8" x 0-8" A WD PASSAGE I/ A-601 I/ A-GOI A216 A217 2'-6" x 6'-b" A WD PRIVACY I / A-601 I / A-601 A217 A218 2'-6" x 6'-8" A WD PRIVACY I / A-601 A-601 A218 A219 2'-6" x 6'-b" A WD PRIVACY 1 / A-601 A-601 A219 BUILDING B - FIRST FLOOR B101 3'-0" x 0-8" A FRP ENTRY 4/ A-601 4/ A-60 I W/ DEADBOLT 3101 B102 5'-8" x 7'-0" C STL PER MFR I O/A-GO1 ` 10 / A-601 ' SIMILAR B102 B103 3'-0" x 6'-8" A WD PASSAGE I / A-601 I / A-601 W/ DEADBOLT AND SPRING HINGES B103 B104 6'-0" x 6'-8" B ALUM PER'MFR 6/ A-601 6/ A-601 7/ A-60 I B104 B105 2'-6" x 6'-8" A WD POCKET DR 2 / A-60 I B105 B106 2'-6" x 6'-b" A WD PRIVACY I / A-601 I / A-GOI B106 B1 l l 3'-0" x 6'-8" A FRP ENTRY 4 / A-601 4 / A-601 W! DGADBOLT B111 B112 8'-b" x 7'-0" C STL PER MFR I 0/A-601' 10 / A-601 ' SIMILAR B112 Bl 13 3'-0" x 6'-8" A WD PASSAGE I / A-601 I / A-601 W! DEADBOLT AND SPRING HINGES B113 Bl 14 6'-O" x 6'-8" B ALUM PER MFR 6/ A-601 6/ A -GO 1 7! A-60 I B114 B115 2'-6" x 6'-8" A WD POCKET DR 2 / A-GOI B115 Bl 16 2'-6" x 6'-5" A WD PRIVACY I / A-601 I / A-601 B116 B121 3'-0" x 6'-b" A FRP ENTRY 4 / A-601 4 / A-601 W! DEADBOLT B121 B122 8'-8" x 7-0" C STL PER MFR I C/A-60I' 10 / A-601 ' 51MILAP B122 B123 3'-0" x 6'-8" I A I WD I PASSAGE I I / A-601 I I / A-601 W! DEADBOLT AND SPRING HINGES B123 B124 6'-0" x 6'-5" B 1 ALUM PER MFR 6 / A-601 6 / A-601 7 / A-60 I I B124 B125 2'-6" x 6'-8" A WD POCKET DR 2 / A-601 B125 3126 2'-6" x 6'-b" A WD PRIVACY I / A-601 I / A-601 B126 BUILDING B-SECOND FLOOR B202 2'-8" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-601 B202 B203 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A -GO I B203 B204 2'-4" x 6 '8" A WD PRIVACY I/ A-60 I I/ A-60 I B204 B205 2'-6" x G'-8" A WD PASSAGE I/ A-60 I I/ A-60 I B205 B206 2'-8" x 6'-8" A WD PASSAGE I/ A-60 I I/ A-GOI B206 B207 2'-6" x 6'-6" A WD PRIVACY I/ A-60 I I/ A-60 I B207 • B208 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B208 B209 2'-6" x 6'-5" A WD PRIVACY I/ A-60 I I/ A-60 I B209 B212 2'-8" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B212 3213 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-601 6213 B214 2'-4" x 6-'8" A WD PRIVACY I/ A-60 I I/ A-60 I B214 3215 2'-6" x 6'-8" A WD PASSAGE I/ A-60 I I/ A-60 I B215 B216 2'-8" x 6'-8" A WD PASSAGE I/ A-60 I I/ A-60 I B216 B217 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B217 B218 2'-G" x 6'-8" A WD PRIVACY A-60 I I/ A-60 I B218 B219 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B219 B222 2'-8" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B222 B223 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B223 B224 2'-4" x 6 '8" A WD PRIVACY I/ A-60 I I/ A-60 I B224 B225 2'-6" x 0-6" A WD PASSAGE I/ A-60 I I/ A-60 I B225 B226 2'-8" x G'-8" A WD PASSAGE I/ A-60 I I/ A-60 I B226 B227 214" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B227 B228 2'-6" x 6'-8" A WD PRIVACY I/ A-60 I I/ A-60 I B228 B229 2'-6" x 6'-5" A WD PRIVACY I/ A -GO I I/ A-60 I B229 CONT CAULK (TYP) PTD WOOD TRIM (T 2x WOOD 5LOCKIN WOOD STOP (PTD) HEAD D ETA 1-1 /2" = 1 '-0" PTD WOOD TRIM (TYP) CONT CAULK (TYP) - METAL STUD AT JAMB PTD GWB ON METAL STUD FRAMING (TYP) METAL STUD AT JAMB PTD GWB ON METAL STUD FRAMING (TYP) WOOD DOOR FRAME (PTD) DOOR, SEE SCHEDULE IL (JAMB SIM) WOOD DOOR FRAME (PTD) WOOD STOP (PTD) DOOR, SEE SCHEDULE 2x WOOD BLOCKING POCKET DOOR JAMB DETAIL I - 1 /2" = '-0" WINDOW SCHEDULE MARK FRAME DETAIL NOTES MARK SIZE (W x H) MATL GLAZ HEAD JAMB SILL W1 SEE ELEVATION AL IMP 8 / A -GO I 8 / A -GO I 9 / A-G01 - Wl W2 SEE ELEVATION AL IMP 8/ A -GO 1 8/ A -GO 19/ A -GO I- W2 W3 SEE ELEVATION AL IMP 8/ A -GO 18/ A -GO 19/ A -GO 1- W3 W4 SEE ELEVATION AL IMP 8/ A -GO 1 8/ A -GO 19/ A -GO I- W4 1 17-0" T.O. OPENING Id 1 10'-4" T.O. OPENING 106'-8" T.O. OPENING I� 1 FIN FLR SEESCHED LU ®® EMBO _ PANEL cU DOOR LU LU GWB (PTD) ON I x PT WOOD FURRING INSULATION, SEE WALL SECTIONS 1�7aWKi1919 1011wii4:4 PTD WOOD TRIM DOOR AND FRAME ANCHORED PER FPA REQUIREMENTS - 2 HEAD DETAIL (J 1-1/2" = P-0" WINDOW TYPES 6'-0" (M.O.) qq 3'-0" 3'-0" 3'-4" 4'-V" (M.O.) (M.O.) r1a61ErIA-02_ ' , ritual MEN ��P� ' 11r IRA- f//.I% N SINGLE HUNG - W2 WINDOW W3 W4 (M.O.) 3'-0" 3'-0" IMPACT RESISTANT ' MULLION 'IMPACT RESISTANT SINGLE HUNG WINDOW W1 DOOR TYPES SEE SCHED (M.O.) O Z f3 1 M PACT RESISTANT SLIDING GLASS DOOR - PAINTED STUCCO ON CMU COORD W/ STRUCT DWGS - PT WOOD BLOCKING ANCHORED PER FLORIDA PRODUCT APPROVAL REQUIREMENTS - RAISED STUCCO BAND (PTD) - CONT STUCCO "J" CASING BEAD -CONT SEALANT B SIM) I M PACT RESISTANT SINGLE HUNG WINDOW WINDOW NOTES 1. BASIS OF DESIGN WINDOWS: SERIES 5H-7700 (LARGE MISSILE IMPACT) ALUMINUM SINGLE HUNG WINDOW AS MANUFACTURED BY LAW50N INDUSTRIES, MIAMI-DADE LNOA 17-1212.21. 2.IS OF DESIGN MULLION: CLIPPED EXTRUDED ALUMINUM TUBE MULLION (LARGE SILE IMPACT) AS MANUFACTURED BY LAWSON INDUSTRIES, MIAMI-DADE NOA 529.03 3. GLASS AT WINDOWS AND DOORS: U-FACTOR: SEE ENERGY CALCS SHGC: SEE ENERGY CALCS C,FF C,/`H FI'l • MINFBI IN --) FOR I�) (�I I0) DOOR NOTES I . ALL SWINGING DOORS SHALL HAVE (3) HINGES, HINGE FINISH AS SELECTED BY OWNER, 2. BASIS OF DESIGN SWINGING DOOR: FIBERGLA5S SIDE -HINGED DOOR UNIT AS MANUFACTURED BY MA50NITE INTERNATIONAL, FLORIDA PRODUCT 1505SED APPROVAL #22354. 1. ,NEL 'CTIONAL ALUMINUM SLIDING 3.ssmog )OR 0IES 5DG-9200 AS LAWSON INDUSTRIES, 7-1 21 2.05. C 4. BASIS OF DESIGN GARAGE DOOR: WIN DCODE W8 STEEL PAN GARAGE DOOR AS MANUFACTURED BY CLOPAY BUILDING PRODUCTS COMPANY, FLORIDA PRODUCT APPROVAL #5G84.7. GWB (PTD) ON I x PT WOOD FURRING INSULATION, SEE WALL SECTIONS I x PT WOOD NAILER --\ CONT GWB Hill CASING BEAD CONT SEALANT ALUMINUM SLIDING GLASS DOOR ANCHORED PER FPA REQUIREMENTS __/ a 1� HEAD DETA 0 1-1 /2" = I-0" 0=010 I"V W21VA ALUMINUM SLI GLASS DOOR ANCHORED PE REQUIREMENT.' CONCRETE SL/ PAINTED STUCCO ON CMU COORD W/ STRUCT DWGS PT WOOD BLOCKING Itz ANCHORED PER FLORIDA PRODUCT APPROVAL 11.7 REQUIREMENTS .11 RAISED STUCCO BAND (PTD) CONT STUCCO hill CASING BEAD CONT SEALANT IL (JAMB SIM) CONT SEALANT CONT STUCCO "J" CASING BEAD PAINTED STUCCO GWB (PTD) ON I x PT WOOD FURRING INSULATION, SEE WALL SECTIONS I x PT WOOD NAILER - CONT GWB CASING BEAD CONT SEALANT ALUMINUM WINDOW ANCHORED PER FPA REQUIREMENTS PAINTED STUCCO ON CMU COORD W/ STRUCT DWGS PT WOOD BLOCKING ANCHORED PER FLORIDA PRODUCT a APPROVAL REQUIREMENTS a RAISED STUCCO BAND (PTD) CONT STUCCO CASING BEAD CONT SEALANT HEAD DETAIL (JAMB SIM' 1-1 /2" = I '-0" ALUMINUM WINDOW ANCHORED PER FPA REQUIREMENTS CONT MARBLE 51LL- i� � ►ice. Im i r • 11m ••r ►i D411 LL DETAIL/2 - I1-011 GARAGE DOOR PT WD BUCK FASTENED W/ 1 /4" TAPCONS, MIN 1-1 /4" EMBEDMENT AT 9-1 /2" OC STAGGERED (OR PER DOOR MFR'S PRODUCT APPROVAL) PAINTED STUCCO ON CMU l a 4 a a INSECT SCREEN CONT SEALANT CONT STUCCO if CASING BEAD RAISED STUCCO BAND (PTD) 2x PT WOOD BLOCKING ANCHORED PER FLORIDA PRODUCT APPROVAL REQUIREMENTS GROUT FILLED REINFORCED BOND BEAM PAINTED STUCCO ON CMU GARAGE DOOR AND TRACK ATTACHED TO 2 x G PT WOOD BUCK W/ ONE (PER BRACKET) 5/ 1 G" x 1 -1 /2" HEX HEAD LAG SCREWS (OR PER DOOR MFR'S PRODUCT APPROVAL) I ALLOW SPACE BETWEEN GARAGE DOOR AND TRIM I x PT WOOD TRIM (PTD) �- CONT SEALANT CONT STUCCO "J" CASING BEAD �— REINFORCED CONIC FILLED CELLS RAISED STUCCO BAND (PTD) JAMB DETAIL (HEAD SIM 1-1/2" = P-0" �t n 7 a � Q � = o N 00 r � c� Z —� U_ w U > U w w U � w � � w _1 O u, U_ L w > U_ O V) w_ ~ LL.I z w > Q C)w < X 0 w � Q L w LU J LLl C� Z ::D 0 X_ LU w = C`14 J O v) Florida -Caribbean r 3 Architecture r7 Erwood Place Boynton Beach, FL 33426 m (561) 308 6694 Uj www.FCArchitecture.com LU AA26002566 w o' z DEIGN A.5L000MBE 3 DRWN A. VANI-1005ER APVD A.5L000MBE 0 1' 2' 0 G" I' 0__j0T USED 5 NOT USED THRESHOLD DETAIL I 3„ o 3" I-1/2 = 1 1-01,311 = I-0 Nov 13, 2015 - 1 1 : 1 tam FILENAME: 1 7 109_D 15_A-GO I .dwcj 0 FLORIDA-CARIBBEAN ARCHITECTURE, 2018. ALL RIGHTS RE5E PROJ 17109 DATE JUNE 1, 2018 DWG File CARY601 CONT CAULK (TYP) PTD WOOD TRIM (T 2x WOOD BLOCKIN WOOD STOP (PTD) HEAD D I -1 /2" = I '-0" PTD WOOD TRIM (TYP) CONT CAULK (TYP) — 1-1 /2" = 1 '-0" METAL STUD AT JAMB PTD GWB ON METAL STUD FRAMING (TYP) WOOD DOOR FRAME (PTD) DOOR, SEE SCHEDULE ETAIL (JAMB SIM) WOOD DOOR FRAME (PTD) WOOD STOP (PTD) DOOR, SEE SCHEDULE 2x WOOD BLOCKING R JAMB DETAIL 3 NOT USED FR MARK SIZE (W x H) WI SEE ELEVATION W2 SEE ELEVATION W3 SEE ELEVATION W4 SEE ELEVATION 117'-0" T.O. OPENING oL 1 10'-4" T.O. OPENING c� h 106'-8" T.O. OPENING OL 1 FIN FLR SEE SCHED LU EMBO: = PANEL c1� DOOR LU LU GWB (PTD) ON I x PT WOOD FURRING INSULATION, SEE WALL SECTIONS I x PT WOOD NAILER PTD WOOD TRIM DOOR AND FRAME ANCHORED PER FPA REQUIREMENTS — HEAD DETAIL (J I 112" = '-0" WINDOW SCHEDULE DETAIL MATL GLAZ HEAD JAMB SILL AL IMP 8/ A-601 8/ A-60 19/ A-60 I - AL IMP 8/ A-60 1 8/ A-60 19/ A-60 I - AL IMP 6/ A-60 1 8/ A-60 19/ A-60 I - AL IMP 8/ A-601 8/ A-601 9/ A-60 I - WINDOW TYPES •u • ��F91, � NOTES 4'-8" (M.O.) I M PACT RESISTANT SINGLE HUNG WINDOW WINDOW — — W3 W4 6'-0" (M.0.) 3'-0" IMPACT RESISTANT MULLION IMPACT RESISTANT SINGLE HUNG WINDOW W1 c L U_ U_ DOOR TYPES SEE SCHED (M.O.) O �///X/ I M PACT RESISTANT SLIDING GLA55 DOOR PAINTED STUCCO ON CMU COORD W/ STRUCT DWGS PT WOOD BLOCKING ANCHORED PER FLORIDA PRODUCT APPROVAL REQUIREMENTS — RAISED STUCCO BAND (PTD) — CONT STUCCO "J" CASING BEAD —CONT SEALANT B SIM) DNOT USED MARK GWB (PTD) ON I x PT PAINTED STUCCO ON CMU W1 WOOD FURRING COORD W/ STRUCT DWGS W2 INSULATION, SEE WALL SECTIONS PT WOOD BLOCKING ANCHORED PER FLORIDA PRODUCT W3 W4 I x PT WOOD NAILER APPROVAL CONT GWB Hill REQUIREMENTS CA51NG BEAD RAISED STUCCO BAND (PTD) CONT SEALANT CONT STUCCO Hill ALUMINUM WINDOW CASING BEAD ANCHORED PER FPA REQUIREMENTS CONT SEALANT WINDOW NOTES 1 . BASIS OF DESIGN WINDOWS: 1 700 IMPACT VIEW (LARGE MISSILE IMPACT) ALUMINUM SINGLE HUNG WINDOW AS MANUFACTURED BY ASSURA WINDOWS AND DOORS, FLORIDA PRODUCT APPROVAL #21857. 1. 2. BASIS OF DESIGN MULLION: SERIES ALUMINUM TUBE MULLION (LARGE MISSILE IMPACT) AS MANUFACTURED BY A55URA WINDOWS AND DOORS, FLORIDA PRODUCT APPROVAL #21844. 1 3. GLASS AT WINDOWS AND DOORS: U-FACTOR: SEE ENERGY CALC5 SHGC: SEE ENERGY CALC5 c,cF crucn (•I I•I I•) I•I � FMI in, ICI ��� ICI ICI r 1 INI I •I ICI 4V C GWB (PTD) ON I x PT WOOD FURRING INSULATION, SEE WALL SECTIONS I x PT WOOD NAILER —� CONT GWB "J" CASING BEAD CONT SEALANT ALUMINUM SLIDING GLASS DOOR ANCHORED PER FPA REQUIREMENTS DOOR NOTES I . ALL SWINGING DOORS SHALL HAVE (3) HINGES, HINGE FINISH AS SELECTED BY OWNER. 2. BASIS OF DE51GN SWINGING DOOR: FIBERGLASS SIDE -HINGED DOOR UNIT AS MANUFACTURED BY MA50NITE INTERNATIONAL, FLORIDA PRODUCT ABOSSED APPROVAL #22384. 1. �NEL CTIONAL 3. BASIS OF DESIGN ALUMINUM SLIDING )OR GLASS DOOR: SERIES 390 AS MANUFACTURED BY A55URA WINDOWS AND DOORS, FLORIDA PRODUCT APPROVAL #21548.3. 4. BASIS OF DESIGN GARAGE DOOR: WINDCODE WS STEEL PAN GARAGE DOOR AS MANUFACTURED BY CLOPAY BUILDING PRODUCTS COMPANY, FLORIDA PRODUCT APPROVAL #5684.7. 1� HEAD D ETA 0 1-1 /2" = I-0" WALL BEYOND ALUMINUM SLI GLASS DOOR ANCHORED PEI REQUIREMENT: CONCRETE SLF PAINTED STUCCO ON CMU COORD W/ 5TRUCT DWGS PT WOOD BLOCKING „ ANCHORED PER FLORIDA PRODUCT APPROVAL REQUIREMENTS RAISED STUCCO BAND (PTD) CONT STUCCO "J" CASING BEAD CONT SEALANT IL (JAMB SIM) CONT SEALANT CONT STUCCO Hill CASING BEAD PAINTED STUCCO THRESHOLD DETAIL HEAD DETAIL (JAMB SIM 1-1 /2" = 1'-0" ALUMINUM WINDOW ANCHORED PER FPA REQUIREMENTS CONT MARBLE SILL- . r - ••r o� - r • 'M ;4M 'M • I!' M • 1 SILL DETAIL /2" = 1-0" GARAGE DOOR PT WD BUCK FASTENED W/ 1/4" TAPCONS, MIN 1-1 /4" EMBEDMENT AT 9-1 /2" OC STAGGERED (OR PER DOOR MFRS PRODUCT APPROVAL) INSECT SCREEN CONT SEALANT CONT STUCCO Hill CASING BEAD RAISED STUCCO BAND (PTD) 2x PT WOOD BLOCKING ANCHORED PER FLORIDA PRODUCT APPROVAL REQUIREMENTS GROUT FILLED REINFORCED BOND BEAM PAINTED STUCCO ON CMU GARAGE DOOR AND TRACK ATTACHED TO 2 x 6 PT WOOD BUCK W/ ONE (PER BRACKET) 5/1 G' x 1-1 /2" HEX HEAD LAG'SCREWS (OR PER DOOR MFR'S PRODUCT APPROVAL) II ALLOW SPACE BETWEEN GARAGE DOOR AND TRIM ° 4 a I x PT WOOD TRIM (PTD) ° CONT SEALANT CONT STUCCO "J" CASING BEAD TN� REINFORCED CONC FILLED CELLS PAINTED STUCCO RAISED STUCCO BAND (PTD) ON CMU JAMB DETAIL (HEAD SIM 1-1 /2" = I-O" 0 1' 2' p 311 0 6" O 3" 3" = I '-O" IRA am z a v z W 9 o Z 0 o; m 0 0 W 0 ° o - d Z 00 'n N V 0� ri Z � `L U J w W U G� w > w_ U C) w J O o_ w U_ I L_ >_ O cn LJ_ 0:� N —� 1 p w O p w Z w 0 I-- Q °_ 0 0 z Q w � X 0- Q Z C-) w w J LO _W N z Uj x w = 0 N O cUi� Florida -Caribbean F C A 33�1t: ism Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 DSGN A. SLOCOMBE DKWN A. VANHO05ER APVD A. SLOCOMBE PPOJ M 00 DATE JUNE 1, 2015 018 - 12:00pm FILENAME: I 1-1 /2" = It DWG A-601 1l STRUCTURAL DESIGN CRITERIA & CODES D-1 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE RC-10 PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING FLORIDA BUILDING CODE, 2017 EDITION. UNLESS NOTED OTHERWISE: D-2 WIND LOADS ARE BASED ON ANSI/ASCE7-10 - MIMIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. FOOTINGS, BOTTOM, SIDES AND ENDS: 3" D-3 WIND DESIGN CRITERIA: (ENTIRE BUILDING) FOOTINGS, TOP 2"SLABS ON GRADE, BOTTOM: 3" ULTIMATE DESIGN WIND SPEED: 171 MPH (3 SECOND GUST) SLABS ON GRADE, TOP: 1" RISK FACTOR: III BEAMS, COLUMNS (TIES): 1 1/2" EXPOSURE: C BUILDING HAD BEEN DESIGNED AS A FULLY ENCLOSED STRUCTURE GCpi= t 8 RC-11 PENETRATIONS THROUGH SLABS, BEAMS OR FOOTINGS SHALL BE SLEEVED INDIVIDUALLY CORE DRILLING OF EXISTING CONCRETE D-4 DESIGN LOAD SCHEDULE w O CO z O O LL rY O O LL 0 w MATERIALS z INSULATION/ ROOFING 5 3 DECKING 2 2 TRUSSES FRAMING 5 5 CEILING 2 2 M/E/P 5 5 FLOOR FINISH 4 TOTAL DEAD LOAD 19 21 LIVE LOAD 20 50 TOTALLOAD 39 71 MEMBERS WILL NOT BE PERMITTED, UNLESS NOTED ON PLANS. SUBMIT LOCATIONS AND SIZES OF ALL SLEEVES FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO CASTING. RC-12 NO REINFORCING BARS SHALL BE CUT OR OTHERWISE MODIFIED IN THE FIELD. REINFORCING BARS SHALL NOT BE DISPLACED PRIOR TO OR DURING CASTING TO ACCOMMODATE ANCHORS, EMBEDS OR OTHER ITEMS. RC-13 WHERE WALLS, BEAMS AND FOOTINGS CHANGE DIRECTION, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY AS THE SPECIFIED LONGITUDINAL STEEL. SEE DETAILS PROVIDED. RC-14 EMBEDDED ITEMS SHALL BE SECURELY FIXED AND MAINTAINED IN POSITION PRIOR TO AND DURING CONCRETE PLACEMENT. ENGINEERED WOOD TRUSSES WT-1 WOOD TRUSSES SHALL BE DESIGNED, PREFABRICATED, HANDLED AND ERECTED IN ACCORDANCE WITH THE FOLLOWING TRUSS PLATE INSTITUTE PUBLICATIONS: A. DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES. B. DESIGN SPECIFICATION FOR METAL PLATE CONNECTED PARALLEL CHORD WOOD TRUSSES. C. COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND ERECTING WOOD TRUSSES. D. COMMENTARY AND RECOMMENDATIONS FOR BRACING WOOD TRUSSES. E. QUALITY STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES. WT-2 TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER TO SUPPORT ALL SOILS &FOUNDATIONS SUPERIMPOSED DEAD AND LIVE LOADS INDICATED. SUBMIT DESIGN CALCULATIONS AND ERECTION DRAWINGS COMPLETE WITH MEMBER PLACEMENTS AND CONNECTORS FOR TRUSS TO SUPPORTING STRUCTURE AND TRUSS TO TRUSS SF-1 SOIL PREPARATION FOR, THE INSTALLATION OF THE FOOTING AND BUILDING PAD SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. 18-5414 PREPARED CONNECTIONS. DESIGN CALCULATIONS AND ERECTION DRAWINGS TO BEAR THE BY ARDAMAN & ASSOCIATES, DATED APRIL 10, 2018. SEAL OF A PROFESSIONAL REGISTERED ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA. SF-2 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED AND PROPORTIONED FOR A MAXIMUM SAFE SOIL BEARING PRESSURE OF 2,500 PSF. IN ACCORDANCE WITH THE WT-3 TRUSS DESIGN LOADS SHALL BE AS PER INDICATED IN THE LOAD SCHEDULE, AS WELL ABOVE GEOTECHNICAL REPORT. AS PROVIDE FOR ADDITIONAL LOADINGS, CONCENTRATED OR UNIFORM, AS INDICATED ON PLANS. FURTHER, DESIGN TRUSS BOTTOM CHORDS TO SUPPORT A MINIMUM BOTTOM CHORD UNIFORM DEAD LOAD OF 10 PSF AND A 100# WT-4 CONCENTRATED LOAD AT ANY POINT ON THE BOTTOM CHORD. DESIGN TRUSSES TO RESIST WIND UPLIFT PRESSURES IN ACCORDANCE WITH REINFORCED CONCRETE INDICATED STANDARD. INDICATE NET UPLIFT TRUSS REACTIONS ON SUBMITTAL CALCULATIONS. RC-1 CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR WT-5 TRUSSES INDICATED AS "TRUSS WALL" ON PLANS SHALL BE FABRICATED TO REINFORCED CONCRETE". INCLUDE VERTICAL WEBS TO RECEIVE DRYWALL AND/OR SHEATHING FASTENERS @ 16" o.c. . RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT WT-6 ALL TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF THE TRUSS 28 DAYS, AS WELL AS OTHER PROPERTIES SPECIFIED IN THESE DOCUMENTS. ENGINEER. IDENTIFY SIZE AND REACTION ON TRUSS DRAWINGS. SEE SPECIFICATIONS FOR DESIGN MIX REQUIREMENTS. WT-7 GIRDER TRUSSES MASONRY GROUT: 2,000 PSI (ASTM C476) THE TRUSS MANUFACTURER SHALL VERIFY THAT HE HAS PROVIDED FOOTINGS: 3,000 PSI SUFFICIENT MEMBER SIZES AND NUMBER OF PLY'S TO ACCOMMODATE SLABS ON GRADE: 3,000 PSI BOLTING, EDGE DISTANCE, SHEAR, BEARING AND UPLIFT FORCES THAT CAST BEAMS: 4,000 PSI MUST BE TRANSMITTED TO THE SUPPORTING STRUCTURE. THE DETAILS SHOWN IN THIS PLANS ASSUME THE FOLLOWING: CHORDS = 2" x 8" RC-3 CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL STRUCTURAL USES, NUMBER OF PLY'S =4 WITH MINIMUM DRY DENSITY OF 140 LBS. PER CUBIC FOOT. REINFORCED CONCRETE MASONRY RC-4 CHAMFER ALL EXPOSED CONCRETE EDGES, INCLUDING THOSE TO RECEIVE STUCCO FINISH - 3/4" - UNLESS NOTED OTHERWISE. RC-5 REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE ACCORDANCE WITH ACI 318-02 AND ACI DETAILING MANUAL, ACI 315. REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-02/ASCE 5 TMS 402), SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1- RC-6 REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF RUST, 02/ASCE 6/TMS 602), AND COMMENTARIES RESPECTIVELY, UNLESS SCALE AND OIL, CONFORMING TO ASTM A-615, GRADE 60 WITH A MINIMUM NOTED OTHERWISE HEREIN. YIELDS STRENGTH = 60,000 PSI. M-2 MASONRY CONSTRUCTION ON THIS PROJECT SHALL BE ACCOMPLISHED UNDER RC-7 PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLASS "B" LAP SPLICES, OR AS NOTED OTHERWISE. IN BEAMS, LAP CONTINUOUS BOTTOM STEEL OVER SUPPORTS A CONTINUAL LEVEL 2 QUALITY ASSURANCE FROM A TESTING AND INSPECTION AND CONTINUOUS TOP STEEL AT MIDSPAN, UNLESS NOTED OTHERWISE. AGENCY IN ACCORDANCE WITH THE PROVISIONS OF ACI-530/ASCE5/TMS402 CHAPTER 1, SECTION 1.14 PROVIDED BY THE GENERAL CONTRACTOR. REPORTS RC-8 WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A-185. SHALL BE FILED TO THE ENGINEER OF RECORD. PROVIDE MINIMUM 6 INCH LAPS, TYPICAL. PROVIDE ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE SPECIFIED POSITION OF THE M-3 USE TYPE "S" MORTAR, WITH A MINIMUM DESIGN COMPRESSIVE STRENGTH MESH DURING CONCRETE PLACEMENT AND FINISHING. OF 1800 PSI, UNLESS OTHERWISE NOTED. RC-9 TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARDS ACI M-4 MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MINIMUM HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE. COMPRESSIVE STRENGTH OF 1800 PSI ON THE NET SECTION, TO PROVIDE CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED NET AREA COMPRESSIVE STRENGTH OF MASONRY fm=1500 PSI, UNLESS ENDS, PER THE DETAILS IN THESE DOCUMENTS. NOTED OTHERWISE PLOT DATE: Oct 09, 2018 - 10:45am FILENAME: 1 7109 D 15_5-001 .dwg M-5 PROVIDE SOLID GROUTED REINFORCED VERTICAL CELLS IN UNIT MASONRY AS SPECIFIED ON PLANS. IN ADDITION, PROVIDE SOLID GROUTED REINFORCED VERTICAL CELLS AT ALL CORNERS, INTERSECTIONS AND ADJACENT TO ALL OPENINGS GREATER THAN 16 INCHES, PER THE NOTATIONS IN THESE PLANS. UNLESS NOTED OTHERWISE, THESE BARS SHALL BE THE SAME SIZE AS THE SCHEDULED REINFORCING SPECIFIED FOR EACH WALL. M-6 PROVIDE BENT CORNER BARS OF SAME TOTAL AREA AS HORIZONTAL REINFORCING, OR AS SPECIFIED IN BOND COURSES. ONE CORNER BAR SHALL RUN OUTSIDE OF ANY VERTICAL STEEL PASSING THROUGH THE CELL. M-7 PROVIDE FULL MORTAR BEDDING AROUND ALL REINFORCED MASONRY CELLS TO BE GROUTED SOLID. M-8 REINFORCING FOR MASONRY SHALL CONFORM TO ASTM A-615, GRADE 60. PROVIDE THE FOLLOWING MINIMUM LAP SPLICES, UNLESS NOTED OTHER- WISE ON PLANS: #4 BARS 24" #7 BARS 42" #5 BARS 30" #8 BARS 48" #6 BARS 36" #9 BARS 54" M-9 GROUTING OF MASONRY CELLS AND REINFORCED CELLS SHALL BE IN ACCORDANCE WITH THE PROCEDURES FOR LOW -LIFT GROUTING AS DESCRIBED IN ACI-530. M-10 GROUTING LIFTS SHALL BE LIMITED TO A VERTICAL HEIGHT OF FIVE (5) FEET. M-11 REINFORCE HORIZONTAL JOINTS, 16" O.C. WITH CONTINUOUS 9 GAUGE LADDER -TYPE REINFORCING. PROVIDE PREFABRICATED "TEE" AND CORNER PIECES. SEE TYPICAL DETAILS IN DRAWINGS. M-12 PROVIDE SAWED BLOCK CLEANOUT HOLES AT THE BASE OF EACH VERTICAL REINFORCED CELL. LOCATE CLEANOUTS BELOW FINISH GRADE WHERE POSSIBLE. M-13 GROUTED CELLS SHALL BE VIBRATED DURING PLACEMENT OF GROUT. MANUFACTURED METAL CONNECTORS MC-1 PREFABRICATED AND MANUFACTURED METAL CONNECTORS, STRAPS, ANCHORS, TIES AND HANGERS SHALL BE HOT DIPPED GALVANIZED TO COMFORM TO ASTM A-525, G90 UNLESS OTHERWISE NOTED. MC-2 PROVIDE SUBMITTALS OF ALL ITEMS, OR PROPOSED SUBSTITUTIONS FOR EQUAL APPROVAL. PROVIDE SIZE AND NUMBER OF FASTENERS PER MANUFACTURER RECOMMENDATIONS, UNLESS NOTED OTHERWISE ON PLANS. MC-3 TRUSS SYSTEM MANUFACTURER MUST SPECIFY AND PROVIDE CONNECTIONS AND ANY ANCHORS OR CONNECTORS REQUIRED TO JOIN TRUSS TO TRUSS. PLYWOOD ROOF SHEATHING PW-1 PLYWOOD SHALL CONFORM TO CONCEALED APA PERFORMANCE RATED PANELS FOR WALL AND ROOF SHEATHING. PW-2 ROOF SHEATHING SHALL BE 5/8" STRUCTURAL 1, EXPOSURE 1 SPAN -RATED PANELS. PW-3 ROOF DIAPHRAGM SHEATHING SHALL BE FASTENED WITH 10d COMMON NAILS @ 4" O.C. AROUND PERIMETER AND AT ALL OPENINGS AND 10d COMMON NAILS @ 6" O.C. FIELD. PW-4 PROVIDE CONTINUOUS DIAPHRAGM AROUND PERIMETER OF BUILDING, AND ROOF LINES. PW-5 PROVIDE CONTINUOUS BLOCKING AT RIDGES, VALLEYS, CORNERS AND EDGES. CONTRACTOR NOTE: THESE NOTES ARE PROVIDED FOR CONVENIENCE. WHERE ANY DISCREPANCY IS DETERMINED BETWEEN THESE NOTES AND THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY. yi +li' i1,, �., Ers+ i, � � WE3.0 No. 76 41 * O * : U= rv—U STATE OF •;•EDW J i��K(. '•.,FLORID P'. •' G,\? � U) 0 a m z 0 a 0 0 z 0 Z_ J Uj 3 0 J 0 Z L1J N 00 O� .J LL LU U LLJ CL F— O LL LU 0 Q J LU X_ 0 01 N N A J J LLJ U ry LU ri's F: IL IL O N 11J F- LLJ IL O LLI 0 Q LU J O X U 3' Florida -Caribbean +I d+t, Siv9 liriIi F1 + ins i° I �i I+i Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 ,r DSGN L. VAN DYK DKWN L. VAN DYK APVD A. SLOCOMBE PROD 17109 DATE JUNE 1, 2015 DWG iluf�tl{ '`+L �u '};i'tii��Lr,6'1+} 9�)'�3a•:+ RIGHTS RESERVED. oiH3 3 Fl2' F",o/H O/H BUILDING WIND PRESSURE DIAGRAM SCALE: 3/16" = 1'-0" WALL WIND PRESS. CHART COMPONENTS & CLADDING ASD GROSS WIND PRESSURES GROSS PRESSURES (PSF) - ROOF AREA ft.2 ZONE 10 20 50 100 > 100 POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. 4 41.29 -44.79 39.54 -43.04 37.09 -40.59 34.99 -38.49 33.24 -36.74 5 41.29 -55.28 39.54 -51.44 37.09 -46.54 34.99 -43.04 33.24 -39.19 END ZONE a = 4.3 FT. w 'g, J, ,v 'w wP v 1& 1, 0� „3 ,}3: 43 ]9• ro �k '0� ��� M. 3,0 10 #3 d1° ,# AY dh dteJI 0010+ ,� � 0+p+ .6. fl@+ 6. r� 4 .. ,. .. _ IL MA ��t �tiktnna�R O/H O/H 0/H -0 \�-�3 om ROOF WIND PRESS. CHART COMPONENTS & CLADDING ASD GROSS WIND PRESSURES GROSS PRESSURES (PSF) - ROOF AREA ft.2 ZONE 10 20 50 100 > 100 POS. NEG. POS. NEG. POS. NEG. POS. NEG. POS. NEG. 1 23.80 -37.78 21.70 -36.39 18.90 -35.35 16.79 -34.29 16.79 -34.29 2 23.80 -65.78 21.70 -60.53 18.90 -53.54 16.79 -48.29 16.79 -48.29 3 23.80 97.27 21.70 90.72 18.90 -82.57 16.79 -76.28 16.79 -76.28 END ZONE a = 4.3 FT. O/H TYPICAL ZONE a O/H O/H IAI ROOF O/HANG WIND PRESS. CHART COMP. & CLADD. ASD GROSS WIND PRESSURES GROSS PRESSURES (PSF) - ROOF AREA ft.2 ZONE 10 20 50 100 > 100 NEG. NEG. NEG. NEG. NEG. 2 -83.27 1 -83.27 -83.27 83.27 -83.27 3 -135.76 -123.17 -106.37 -93.77 -93.77 END ZONE a=4.3FT. 1. LINEAR INTERPOLATION BETWEEN AREAS VALUES 15 ACCEPTABLE. 2. COMPONENT AND CLADDING SHALL BE L x W OR L x 1/3 L WHICHEVER 15 GREATER, 3. DEDUCT GO% OF THE DEAD LOADS FOR THE NET UPLIFT PRESSURES, LEGEND: , . nP :1, ,0 'ov ,d } ZONE 2 0/HANG i JOHIyRo'�.,. �'•QCEN&,t- (�A No. 76041 7E b/ STATE OF li itN 3j3 ,RI R j3] 9 ] ]}'MI] r � Q Q � m N w U z Q r U z z w Q d w o z U O z N o w E m N a w aL K w 0 O - w N Q O � - O z i . and]. N 00 CT M _J LL ua U w CL LL LLJ 0 Q Q w_ _X CT N CV J J LLi w W7 F•- LL LL O V) w w O IL w 0 Z a LU J u 0 Florida -Caribbean F Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 DSGN L. VAN DYK DKWN L. VAN DYK APVD A. SLOCOMBE Oct 09, 2018 - 10:4Gam FILENAME: 1 7109_D 15_5-002.dwg OMM ZONE 3 ZONE 3 O/HANG r• • PROJ 17103 DATE 1191&l i o 18 DWG -&- O2 . A — 10 81 m .o 3'-4" G'-O" 4'-8" G'-O" 4'-4" 4'-4" G'-O" TYP-------- W-I 511 WD — — � C7 WD CD N co I~ 3 ICI S-501 OdL FIN. FLOOR F 1 EL. 100'-0" CJ CJ 3000 P51 CONCRETE SLAB W/ GxG - W2.9xW2.9 WWF. ON 10 MIL. VAPOR BARRIER ON TREATED, COMPACTED BASE. TYPICAL 1 V 11 F-1 I I 11 S-501 S-501 I I S-501 ."k �. " uk.�� 4 S 501 99`-9� -9" '' FWD I° C3 TE- I --— ee CJ CJ oe .ryvkrvkar en,wn mmr ngryxrm k ,vr {y 7 d .0 F-1 ° MO _ 4 'EL9' 7' �d 8` -5 F-1 V" G'-011 1-4' 3'-4" , f t� trail L;g'�0-6 o r+� F-1 1 3'-4" C6 L— C3 1 3 .qf C7 C6 MO C C MO EL. 99'-6" EL. 99'-6" n1 nil I I ^11 11 ji QI all I I All FIRST FLOOR & FOUNDATION PLAN 1 /4" = I '-0" I PLOT DATE; Oct 09, 2018 - 10:47am FILENAME: 17109_D 15_5-1 21 . FIN. FLOOR EL. 100'-0" 1 rya WD I I — — — — � j I C2 IxIm'i PLAN NOTES: I . FINISH FLOOR ELEVATION (FIRST FLOOR) 100'-0" U.O.N. (SEE RECESSED AREAS IN GARAGE AND ENTRANCE PORCH) FINISH FLOOR ELEVATION (SECOND FLOOR) 1 10'-4" REFERENCE 2. TOP OF ALL FOOTINGS SHALL BE AT ELEVATION 98'-8" UNLESS OTHERWISE NOTED. 3. SEE ARCHITECTS DRAWINGS FOR LOCATION OF ALL FLOOR DEPRESSIONS AND MASONRY OPENINGS. 3 L-2 �-1 S-502 I n �� �� SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" LEGEND ODENOTES FOOTING MARK - SEE SCHEDULE ON 5-G01 ODENOTES COLUMN MARK - SEE DETAILS ON 5-501 ODENOTES COLUMN ENDING AT SECOND FLOOR ELEVATION W71 DENOTES WALL MARK - SEE SCHEDULE ON 5-GO I CJ DENOTES FLOOR CONTROL JOINT - SEE DETAIL ON 5-501 FTE-1 DENOTES THICKENED EDGE - SEE FOOTING SCHEDULE ON 5-GO I WD WINDOW OPENING - SEE ARCHITECTS DWG5 FOR LOCATION AND SIZE OF OPENINGS. MO MASONRY OPENING - SEE ARCHITECTS DWG5 FOR LOCATION AND SIZE OF OPENINGS. INDICATES RECESSED FLOOR AREA. LEGEND CONT. BB-X DENOTES BOND BEAM - SEE BEAM SCHEDULE. B-X DENOTES CONCRETE BEAM - SEE BEAM SCHEDULE. INDICATES 3/4" THICK PLYWOOD FLOOR DECK, L- I DENOTES LOAD RATED PRECAST LINTEL - SEE BEAM SCHEDULE JOHN ♦� P.•''��CENSF•••.�n/: . �6041 '•• ,�1 �•. STATE OF cc 0 3 m CV (,fin � V z (Y) � Q w LU U J o LU LU LU Q G m LU , J O z L'— 1~i < Q LLI > L.L O .J CL LJ_ Q w O O z LU LL g O n 0 x a- O Z o ry U Q L0 LUw o N i LU N Z oI5 X � J N O Florida -Caribbean F C A Architecture PROJ 17109 DATE File � 018 DWG S _-121 Lk m nm 5�02 Fn W Q w I m nJrlLI LEGEND: TYPE 'B' TYPE 'A' TYPE 15, N/S F/S N/S * F/S N/S, F/S 4 9 S`5_02r S'�Z SLOPE 4" : 12" OPE : 12" W (V d 0 SLOPE 4" : 12" m SLOPE 4" : 12" L-3 BM D ROOF PLAN 1 /6" = 110" GENERAL NOTES: Em \—SHINGLE ROOFING ON ROOF UNDERLAYMENT ON 5/6" PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP THROUGHOUT) FIRE RATED PARTITION WALL (BELOW) 1. 5EE STRUCTURAL DRAWING 5-002 FOR WIND / �. SEE ARCHITECTURAL DRAWINGS. UPLIFT PRESSURES. 2. 5/6" THICK PLYWOOD. REFER TO GENERAL NOTE SHEET 5-001 B-X CONCRETE BEAM MARK - SEE SCHEDULE ON DRAWINF 5-GO I. BB-X MASONRY BOND BEAM MARK - SEE SCHEDUL ON DRAWING 5-G01 . HURRICANE ANCHORS. ALL ANCHORS TYPE W U.O.N. - SEE SCHEDULE ON DRAWING 5-GO 1. t ijr i, \\\11111111111//// OHNRi 41, No.76041 � '•, STATE OF t �, �r, i �' t}'Pkl�ltl{GNu(r3:�7i iu i t }r,i_ i q= PSI .a 11 a ° 0 } J J m W V' Z Q U F- z w z Q = W U p w Z z 0 o N Y J 5; ¢ In w w In ° Uj z w H o LU � w Co Ci w K W Z 0 N 4 ° o N — z Z V) z _I J Uj 0 CJ Q LL I O> F- 0 Z Q J w_ N 00 O- cM W U w ry O LL w Q a .J W_ X_ o� N I N 101 u J 1Li U w rain O V) w w n O ry w Q z Q W J u Florida -Caribbean 111 I!79iI!'. d tin i Ali, i� Ei tl� tin u Architecture C Cr Cr 7 Erwood Place b Boynton Beach, FL 33426 �; (561) 308 6694 www.FCArchitecture.com AA26002566 C m O Z 3 DSGN A.5L0C0MBE n DRWN A. VANHO05ER APVD A.5L000MBE PROD 17109 File 90.20 18 U DATE T�yj' DWG g_ 131 occ M7, ���1 Il�l�d I� N�Ai�tLi�i"F ��I �f Y4�IEI�lItt3d�ii+'6 I{�ti ov 13, 201 8- 10:57pm FILENAME: 1 7 1 09_D 1 5_5- 1 3 1 .dwg m m m S-5"2 v TYPE 'B' N/S * F/S 4 Sf _W W Q SLOPE r' 4" : 12" EO W ,\� I � I " : 12" LEGEND: TYPE 'A' N/S * F/S W N d 0 N � 3I I I I L-3 TYPE 'D' TYPE B' N/S,* F/S B sY TYPICAL SLOPE 4" : 12" lP SLOPE 4" : 12" 11 LU SHINGLE ROOFING ON ROOF UNDERLAYMENT ON 5/8" PLYWOOD ON PRE-ENGINEERED WOOD TRUSSES (TYP THROUGHOUT) ROOF PLAN 1/8" = 1'-0" ® FIRE RATED PARTITION WALL (BELOW) SEE ARCHITECTURAL DRAWINGS. PROVIDE MIN 4'-0" WIDTH OF FIRE RETARDANT TREATED PLYWOOD DECKING ON EITHER 51DE OF 2 HOUR RATED FIRE WALL PER FDIC 70G.4. 1 .2. B X CONCRETE BEAM MARK - SEE SCHEDULE ON DRAWINF 5-GO 1. BB-X MASONRY BOND BEAM MARK - SEE SCHEDUL ON DRAWING 5-GO 1. FHURRICANE ANCHORS. ALL ANCHORS TYPE 'A' U.O.N. - SEE SCHEDULE ON DRAWING 5--G01 . GENERAL NOTES: 1. SEE STRUCTURAL DRAWING 5-002 FOR WIND / UPLIFT PRESSURES. 2. 5/8" THICK PLYWOOD, REFER TO GENERAL NOTE SHEET 5-001 0 p["q'1' r ilr,'.�gn, !+eeeild e101 r°:iri♦:^:r 1011 71 . J•OH^r�,'�,, �ENSF4(: No. 76041 '�• J y STATE OF LU o a Q > m J n W Z a U Z z W tY a 0C:I (.D z z p O N m w cN LIJ D O w Cz nef O N — F Q _ o Z 1 ' CD Z Q Z Q w X_ Q CV 00 o• cM _J LL W U W r O LL LU ry 0 0 Q J W_ X_ 0 N V) N X J J w U ry w .E F— I_I U_ O cn w i= W n O 11 fle 0 W J �LJ , Florida -Caribbean ■C Y1 Err i, � } Y �I { Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 E r� 1Ali erdL lIpp ti 3W III "N ir. _� i{ �+r;.,rd#17 'n r tI°[k.!'i! �Ir,.,ii;lA+ rlr i i 14i3.; i' DEIGN A. SLOCOMBE DRWN A.VANHOO5ER APVD A.5L000MBE , 2016 - 10:48am FILENAME: 17109_D 15_5- 13 I .dwg PROJ 17109 DATE JUNE 1, 2018 DWG S-131 O U-' —� oo GROUT ALL CELLS U_> SOLID BELOW GRADE w (TYPICAL) d Q Q 00 PROVIDE DOWELS SAME SIZE & NUMBERAS VERT. REINF.STD.900 HOOK —• ALTERNATE SETTING. EQ. 8" EQ. SEE FOOTING SCHED. FOR REINFORCING FOR DIM. SEE FTG. SCHD. WALL AND FOOTIN 3/411= 1'-0" FILL JOINT WITH SEALANT REINFORCED CMU WALL SEE PLAN MARK AND SCHEDULE 1 /2" PREMOLDED JOINT FILLER WITH SEALANT CONCRETE SLAB W Q W N W= W U h N PROVIDE INSPECTION CLEAN OUT BELOW 100'-0" G SECTION FLOOR CONTROL JOINT FILL JOINT WITH SEALANT NOTE: LOCATION OF CONSTRUCTION JOINT SHALL BE AT THE DISCRETION OF GENERAL CONTRACTOR. 1 /8" TO 1 /4" SAW CUT SEE PLAN FOR SLAB "T" AND REINF. —„—{{'—'—'( F 315 �, 117111 Iil i{�{�.r#61�1 1 1 /2" CLEAR PROVIDE CONTINUOUS :J PREFORMED BOND BREAK BETWEEN SLABS FLOOR CONSTRUCTION JOINT N.T.S. BB-1 8" CMU BOND BEAM WITH 1- #7 CONT. 7 PROVIDE DOWELS SAME SIZE & NUMBERAS VERT. REINF.STD. 900 HOOK ALTERNATE SETTING. 1 /2" PREMOLDED JOINT FILLER WITHSEA CONCRETE SLAB 00 SEE PLAN. � z_ W W w V) W J W W z A4 W Q U) a. a wW • • • • U) U) — cn PROVIDE INSPECTION EQ. 8" EQ. CLEAN OUT BELOW 100'-0" SEE FOOTING SCHED FOR J FOR DIM. REINFORCING SEE FTG. SCHD. `� WALL SECTION AT W SEE PLAN OR BEAM SCHEDULE FOR BOND BEAM STEEL (1 # 7 TYP. MIN.) 18 DIA. OR 30" MIN. INDOW SILL PROVIDE SINGLE TIE BAR OF AREA EQUAL TO PROVIDE (2) REINF. SOLID TOTAL BOND BEAM STEEL CELLS (TYP.) @ INTERSECTION AREA (1 #7 U.N.O.) (MIN. 1 #5 EA. OR AS SCHED.) INTERSECTION DETAIL SEE PLAN OR BEAM SCHEDULE FORBONIDBEAM 48 DIA. OR STEEL(1 # 7TYP. MIN.) 30" MIN. PROVIDE (1) REINF. SOLID ' CELLS (TYP.) @ CORNERS (MIN.-1 #5 EA. OR AS SCHEDULED.) CORNER DETAIL PROVIDE SINGLE TIE BAR OF AREA EQUAL TO TOTAL BOND BEAM STEEL AREA 11 #7 U.N.O.) BOND BEAM & CMU REINFORCEMENT N.T.S. 611 611 5 11 re El E7L N 21-011 21-01' 1 1-411 CMU CMU CMU C CRETE TYPE c1 TYPE c2 TYPE c3 TYPE c4 8" x 24" x 24" 8" x 16" x 24" 8" x 16" x 16" 8" x 16" x 20" 5#5VERT. 4#5VERT. 3#5VERT. 9#6VERT. FULLY GROUT FULLY GROUT FULLY GROUT #3 TIES @ 8" O.C. REINFORCED CELLS REINFORCED CELLS REINFORCED CELLS COLUMN TYPES Ie�y�r:�lw�r�lu WALL BEYOND O Oz o �g U_ > IL LL W U) H W 2 Cn U �— . •dtr,.{L�_,-udnum, wddtnanu SEE FOOTING SCHEDULE N w O Uj W O LU N aj __ z j N w w Q Q V00 PROVIDE DOWELS SAME SIZE & NUMBERAS VERT. —• REINF.STD.900 HOOK • • • — ALTERNATE SETTING. EQ. 8" E "W" SEE SCHED. SEE FOOTING SCHED. FOR REINFORCING FOR DIM. TYP THICKENED EDGE (TE-1) AT DOOR 3/411= 1'-0" PREFAB TEE 1 6 MIN. LAP 9 Go. GALV. I PREFAB STANDARD 9 10 Go GALV CORNER 19 STANDARD 9 Ga. GALVANIZED HORIZONTAL MASONRY WALL REINF. LADDER TYPE IN EVERY OTHER BLOCK COURSING (16" o/c.) TYP. UNLESS NOTED 8 MASONRY WALL UNIT N.T.S. CONCRETE TYPEc5 8" x 16" x 20" 12#6VERT. #3 TIES @ 8" O.C. ALL CORNER BARS TO BE SAME SIZE, NUMBER & SPACING AS HORIZ. BARS IN FOOTING & BEAMS FOOTING & BEAM ACI HOOK BAR ARRANGEMENT DETAIL N.T.S. CMU 8„ TYPEcs 8" x 24" x 32" 6#5VERT. FULLY GROUT REINFORCED CELLS 0 N W mUJ N �U Q aE: J U <� El ED o CMU 8„ TYPEc7 8" x 16" x 24" 4 # 5 VERT. FULLY GROUT REINFORCED CELLS REINFORCED CMU WALL SEE PLAN MARK AND SCHEDULE 1 /2" PREMOLDED JOINT FILLER WITH SEALANT CONCRETE SLAB z w Q W J Cn 0- LU 7: wU V)N PROVIDE INSPECTION CLEAN OUT BELOW 100'-0" SEE FTG. SCHD. WALL AND FOOTING SECTION 3/411= 1'-01, AND IHICKLNtU EDGE - SEE PLAN DOOR OPENING CONST JNT N.T.S. NOTE: SEE ARCH. DWGS FOR Z LOCATION OF RECESSED 3 OO a AREAS 2# 5 CONT. LU 3 w z U j CONCRETE SLAB Lj z LU SEE PLAN 0 U w 0 oof U Q 8{{ TYPICAL RECESSED FLOOR 3/411= 1'-0" 21-011 8" x 24" x 24" 5#5VERT. FULLY GROUT REINFORCED CELLS CMU 3 ({' { i�•JOH/V 4� /.. \ P.•'��GENSF /4. No.76041 p ' STATE OF Cn w / NAL E\� ` IN 'M1M €Eis9•III Y Y}'{I31I.?,i, Q m Z 0 N w w a 0 0 Z CV vi00 O%, V Cg Z J U J W LLJ � J LU I -I -I U 0 CL_ ~ LU J_ O Q < U_ Ili W L Uj L_ 0 Q > O J LL 0:� J 1 Q LU 3 Q Uj QS Q O Q LU r,,o Z Z X O o Q LOLU 0 LU N Z Z X � w :D 0 N O O LL Florida Caribbean F t5'1 �� 111j { t` 1 II ii Architecture 7 Erwood Place Boynton Beach, FL 33426 694 (6TY www.FCArchitecture.com AA26002566 8" x 16" 2 # 5 VERT. FULLY GROUT D5GN L. VAN DYK REINFORCED CELLS DRWN L. VAN DYK APVD 5LOCOMDE File . Vy PROD --y' ° — -` �17 109 DATE JUNE 1, 2018 DWG S-501 - 10:49am FILENAME: 1 7 109 D 1 5 ARCHITECTURE, 2018, ALL RIGHTS RESERVED FIN. FL EL. 110'-4" BB-1 SEE SCHEDULE WALL SECTION AT 2 - 2x4 P.T BLOCKING BETWEEN TRUSSES & ANCHOR TO TOP OF LEDGER WITH 16d NAILS @ 8" O.C. AGGER WEDGE ANCHORS —BOTTOM CHORD OF TRUSS SHALL BE BRACED W/2x4 BOTT. CHORD BRACING W/(2) 1Od NAILS AT EACH TRUSS - 2 - 2xl2 P.T. CONT. ATTACH TO BOND BEAM W/5/8' O WEDGE ANCHORS @ 12" O.C. MAX MIN, 4" EMBED. 2nd FLOOR 111�J 3/411= 1'-0" 4" MIIN TRUSS BEARING CONNECTORS TYPE A❑ 12 4 �— � - ROOF WORK mPOINT LL p TRUSS a0 LU SEE PLAN F- w BOND BEAM BB-2 SEE PLAN MARK & SCHEDULE 12 4 w m p TRUSS O LU SEE PLAN F-1 w BOND BEAM BB-2 SEE SCHEDULE 811 SECTION 2x6 (PT) HORIZ. WD. BLOCKING BETWEEN TRUSSES REINFORCED CMU WALL SEE PLAN MARK & SCHEDULE W m w O IL O F- A FIN. FL EL. 110'-4" BB-1 SEE SCHEDULE ROOF POINT 00 J w CONT. PLAN h SCHED CONNECTORS TYPE 12 1 4 2 - ROOF WORK III m � POINT w TRUSS a w SEE PLAN 0 w 2 - 2x6 LEDGER W/6" x 1 /2" EPDXY ANCHORS 16" O.C. MIN. 4 2" EMBED. ' REINFORCED CMU WALL SEE PLAN MARK "8- & SCHEDULE SECTION 2018 - 10:50am FILENAME: 1 7109_D 15 5-502.dwg NOTE: DETAILS NOT SHOWN SIMILAR TO SECTION '1' WALL SECTION AT 2nd FLOOR 3/411= 1'-0" LINTEL L-3 1 - 8" LINTEL BLOCK 1 - 8" BOND BEAM A" AAIIAI -rol Icc =AMIKIn 1\LII vI VIC �...CV I..IVIU WALL SEE PLAN MARK "8- & SCHEDULE SECTION 12 4 TOP/ WINDOW ELEV. 117'41 ' CMU WALL BEYOND "8- 8 SECTION FIN. FL EL. 110'-4" BB-1 SEE SCHEDULE WALL BEYOND ELEV. VARIES 2 - 2x6 LEDGER W/6" x 1 /2" EPDXY ANCHORS 16" O.C. FIN. FL MIN. 4 -!"EMBED. IN FULLY ROUTED CELLS EL. 110'-4" WALL SECTION AT 2nd FLOOR 3/411= 1'-01, STUD WALL BOND BEAM BB-2 SEE SCHEDULE 2 - 2x6 LEDGER TRUSS SEE PLAN "8- SECTION 6 3/47 I BB-1 SEE SCHEDULE SIMPSON LGUM48-SDS TRUSS HANGER ATTACH TO TRUSS WITH 6 - 4' x 2 2' STRON DRIVE SIDS SCREWS AND TO CMU WALL b 6'. 8' DIA. x 4" LONG TITEN HD ANCHORS. BOTTOM CHORD OF TRUSS SHALL BE BRACED W/2x4 BOTT. CHORD BRACING W/(2) 1 Od NAILS AT EACH TRUSS F WALL SECTION AT 2nd FLOOR GIRDER 3/411= 1'-01. SIMPSON LGUM48-SDS TRUSS HANGER ATTACH TO TRUSS WITH 6 - 4" x 2 2" STRONG DRIVE SIDS SCREWS AND TO CMU WALL WITH FIN. FL Aj,\ 6 - 8" DIA. x 4" LONG TITEN HD ANCHORS. EL. 110'-4" BOTTOM CHORD OF TRUSS SHALL BE BRACED W/2x4 BOTT. CHORD BRACING W/(2) 1Od NAILS BB-1 AT EACH TRUSS L7' SEE SCHEDULE 0 10 WALL SECTION AT 2nd FLOOR GIRDERS 3/4-10, "''sjflhtiwmpmlill21111i"IINtN' 1i1111 tl JOH/vR ocE \ .76041 • " • l 4" STATE OF ' � =O s �\ D 04 GO � v cM Z " U J LU J w U 3 w U IC) 0- a Q LU F— O 0 U_ LL U_ Q >_ O O 1 0 w C) zZ z LU Q w x O 0 w U_ J 0- 0 0 w_ N Q ZO X J U N O N Florida -Caribbean F"'' it , {,,, Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 D5GN L. VAN DYK DRWN L. VAN DYK APVD A.5L000MBE PROD File COPY7109 DATE !uNr-r19018 DWG S-502 56EAN ARCHITECTURE, 2015. ALL RIGHTS RESERVED. HURRICANE STRAP & ANCHOR SCHEDULE MARK DESCRIPTION RATED UPLIFT CAPACITY MAX UPLIFT LOAD FASTENERS TO TRUSS FASTENERS TO SUPPORT LOCATION �A META 16 1450 810 8-10d x 1 z" NAILS EMBED TRUSS TO TIE BEAM © HETAL 12 1040 465 10-10d x 1 #" NAILS EMBED TRUSSS TO TIE BEAM © (2) FGTR 9400 8820 36-1/4" x 3" SIDS 4- .f" x 5" TITEN HD GIRDER TRUSS TO TIE BEAM H2.5T 425 315 5 - 8d x 1 �' NAILS 5 - 8d x 1 z" NAILS ROOF O/HANG AT GABLE END NOTE: ALL STRAPS AND ANCHORS ARE SIMPSON STRONGTIE OR EQUIVALENT. STD.900 - ACIHOOK TOP CONT ACI CLASS "B" LAP SPLICES AT MID -SPAN BOTT. CONT SEE SCHEDULE Vi; 6" 1, 1. 6" TOP CONT "L2" LTA II10IIUL9181 INTERMEDIATE BARS BOTT. CONT 135 DEG / ,n,,, MID BARS"" SEE SCHEDULE TYPICAL CONCRETE BEAM BAR BENDING DIAGRAM BEAM & LINTEL SCHEDULE MARK DIM W X D REINFORCING STIRRUPE REMARKS BOTTOM TOP INTER. SIZE SPACING HOOK TYPE B-1 8x16 2 #5 2 #5 - #3 @ 6" OC B-2 8x28 2 #7 2 #7 #3 @ 6" OC - BB-1 8x16 1 #7 1 #7 - - - BB-2 8x12 2 #5 2 #5 L-3 8x16 CMU LINTEL 1 #7 1 #7 L-1 8x8 PRECAST RATED FOR 900 LBS/FT FOR UP TO 5'-0" L-2 8x16 PRECAST RATED FOR 1500 LBS/FT FOR OPNG'S 5'-1" TO 12" 0" FOOTING SCHEDULE MARK DIMENSIONS WxL DEPTH REINFORCING REMARKS Fi 2'-0" CONT. 12" #5 AT 12 TRANSVERSE 3 - #4 CONT. BOTTOM T.O. FTG EL. 98'-8" E-1 L 8" x CONT 8" 2 # 5 CONT TOP STRUCTURAL WALL SCHEDULE MARK MATERIAL REINFORCING REMARKS W-1 8" CMU # 5 @ 32" OC FULLY GROUT REINFORCED CELLS ONLY. 0 't 11(i jC1AI'9Nii�i(ltift l'I'� III ���u.�alA �lil3lili�ilit A JOH/V�,'%, No.76041 Ir�}, CD •. STATE OF G(6�\ Q N ''S��NAL a o } m w z a U I- z w rY w w o z �9 O z to 9 m 0 w w 0 w w 0 ro - N w a o � - o z J w Q J_ LL I O 3 F— n Q J W_ X_ Q N 00 C- C'7 J LL U_j U LU IL O LL LU 0 Q J W_ X 0 +0 N N A r r_ J J LU U LU WE IL LL O N LU I— LU n O LU 0 Z Q LU J 60 N W J ZD 0 LU U N Florida -Caribbean �jj F ` ,ail IMI 1. i,)i; 1", �i �,,,, Ii;;r Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 hll DSGN L. VAN DYK DPWN L. VAN DYK APVD A.5L000M13E "File Co y 171 Oe DATE J NE 1, 2015 09, 2018 - 10:52am FILENAME: 17 109_D 1 5_5-601 .clwg DWG S-601 i e3. 3.0 TON CJ-A m COVERED ENTRY A101 175 CFM 12X8 CD GREAT ROOM A103 175 CFM 12X8 CD —_I `37-T- WpR I 106 i I KITCHEN W 1 s KITCHEN Al 14 m I . , e w M v T ■# EA 071 l) GARAGE GARAGE A102 T A112 FIRST FLOOR PLAN 1 /4" = 1 '-0" NOTE -8" 175 CFM 12X8 CD I I I I � I f ° I I I I I I �I I \4"O 8„ 0 TOTAL AC VOLUME PER UNIT IS 15,066 CUBIC FEET 175 CFM I58 CD ;BEAT :OOM A113 OVERED ENTRY .A.......11l... El 3.0 TON CLI-A 5 I DRAWING KEYNOTES O 4" BATHROOM EXHAUST THRU EAVE WITH INSECT SCREEN AND 6X6 GRILL 0 RECIRCULATING HOOD O3 1OX10 SUPPLY UP/DOWN TO SECOND FLOOR. Q REFRIGERANT LINES ALONG WALL WITH LINE COVER. Os CONDENSER UNIT SLAB MUST BE THE SAME ELEVATION AS FINISH FLOOR, 12" ABOVE FLOOD ELEVATION PER FMC-SECTION 301.16-2014 AND FBC 1612.4 2014. Q 6" BATHROOM EXHAUST THRU EAVE WITH INSECT SCREEN AND 8X8 GRILL. O 4" DRYER EXHAUST THRU WALL WITH BACK DAMPER AND WALL CAP. MINIMUM 26 GAUGE SHEET METAL. DRYER EXHAUST LESS THAN 200 CFM. O PROVIDE LOUVER DOOR z SECOND FLOOR PLAN /4" = 1 '-0" 1 Bach. en 5130 N. Federal Hwy, Sul 7 Ft. Lauderdale, FL 33308 _ P: (954) 461-4314 bach@bachengineers.c CA#28826 Viet Bach Nguyen, P.E. Florida License #69753 R[ZN]il 0 Q m z 0 U1 z w ME O U H W 0 z 0 m 0 o z CV C/) 00 � V cv') Z —1 U J w LJJ U J _J ril LLJ w U ® w ry w n O H LL V) w Z Q > O J L L_ � [L I w O0 � p/ o Q -I D_ O H Q w w Z x D_ U FD w Q L0 n Z L1J Cy Z Q w X_ ,� U 0 N O :E Florida -Caribbean F _qc A Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 D5GN DRWN / N➢o. 69753 PROJ Fill COffog ....................................... DATE DUNE , 2018 • ST F ° DWG MA M 1 AIR DISTRIBUTION SCHEDULE FA DIFFUSER TYPE F DIFFUSER CFM TAG MANUFACTURER & MODEL NO. NOTES: 4-WAY ADJUSTABLE A TITUS 250-AA OPPOSED BLADE DAMPER ALUMINUM DIFFUSER ALUMINUM RETURN GRILLE REGISTER B TITUS 300/350 NOTES: 1. ALL GRILLS MUST BE APPROVED BY OWNER/ARCHITECT, L SEAL JOINT W/ AIR DUCT (SEE FLAN VIEW) EPDXY & DUCT TAPE SPIN TAP FITTIN AIR FLOW n �AIR W V \-METAL ROUND SCOOP FITTING INSULATE TOP OF^INSULATED FLEX. DUCT ALL AIR TERMINALS SEAL JOINT WITH EPDXY ";",4 �� AND DUCT TAPE ACCORDING DIFFUSER I I TO DUCTS OMACNASTANDARDS N ECTIO CONDENSER UNIT SLAB MUST BE THE SAME ELEVATION AS FINISH FLOOR, 12" ABOVE FLOOD ELEVATION PER FMC-SECTION 301.16-2017 AND FBC 1612.1.2014. CONDENSING UNIT E PROVIDE 4" PVC SLEEVE AT PENETRATION AND SEAL ENDS WATERTIGHT REFRIGERANT LINES METAL STRAPS SECURED TO BUILDING WALL PROTECTIVE METAL JACKET. PAINT TO MATCH ARCH. NOTE: BOLT CONDENSING UNITS TO CONC, PAD TO WITHSTAND 170 MPH HURRICANE FORCE WANDS PER FBC 301.12. NEOPRENE VIBRATION ISOLATORS ' v� 4" DIVERSITECH PREFAB PAD CONDENSING UNIT MOUNTING DETAIL N.T.S. FAN SCHEDULE MARK SELECTION BASED ON TYPE/ SERVICE CFM MOTOR DATA DRIVE SDNES OR NC UNIT WEIGHT MAKE MODEL NO, WATTS AMP VOLTS-PH-HZ EF-1 PANASONIC FV-05VK3 BATHROOM 80 4.0 - 120 DRIVE <0.3 12.1 GENERAL FAN NOTES: AND ALL ASSOCIATED CONTROLS NS . OUTLETS. 1. PROVIDE MOTOR STARTERS, DISDONNECTS ON ALL FANS. 2. PROVIDE BACKDRAFT FOR ALL EXHAUST F 3. FIELD ADJUST OPENINGS WITH STRUCTURE. 4. PROVIDE BIRDSCREEN ON ALL INLETS AND 5. SWITCH WITH LIGHTS m WALL THERMOSTAT SUPPLY AIR DUCT FLEX -CONNECTION AIR HANDLING UNIT - REFRIGERANT LINES FLOAT SWITCH WIRED TO SHUT DOWN AHU -CONDENSATE DRAIN WITH TRAP (3" SEAL) NEOPRENE PAD AIR HANDLING UNIT SUPPORT 1"xl'X1 4" STEEL ANGLE FRAME) TYPICAL VERTICAL AIR NOTE: UNIT D E T A I L N.T. . 1. PROVIDE MINIMUM 4" SERVICE/ MAINTENANCE AREA AROUND AIR HANDLING UNIT. 2, PROVIDE FLOAT SWITCH IN DRAINPAN WIRED TO SHUT DOWN AC UNIT IN CASE OF CONDENSATE STOPPAGE. AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK MODEL ICFM ESP FAN HEATER UNIT MAX DIMENSIONS Wr MARK MODEL Wr ELECTRICAL COMPRESSOR. FAN UNIT I MAX CAPACITY SEER REP. LINES NO, TOTAL CA HP KW STEP MCA MOCP WMOXH USE NO. LES VOLTS-PH-HZ QTY. TONS RLA OTY FLAEMCA MOCP TMBH SMBH SUCTION LIQUID rRANEAHU-A M6AOC36 1200 .5 1/2 5.8 i 40 40 23.5X21X52 150 CU-A TRANE 195 240-1-60 1 3.0 14.1 i 0.9330 35.0 27.0 16:5 3/4 3/8 SPLIT SYSTEMNOTES: 1. OUTSI E AIR DESIGN CONDITIONS: 91-FOB - 79-FDB. 6. MATERIALS: 2. PROM E A/C UNITS WITH PROGRAMMABLE HEATING AND COOLING THERMOSTAT WITH ON-0 F SWITCH SUB -BASE. (WIRED AND INSTALLED BY ELECTRICAL CONTRACTOR) A. REFRIGERANT PIPING: SHALL 6E TYPE L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS 3. PROM E PROPER VIBRATION ISOLATORS AS PER ISOLATION PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. MANU ACTURER'S RECOMMENDATIONS. PROVIDE FILTER RACK UNDER AHU, S. INSULATION: REFRIGERANT SUCTION PIPING AND CONDENSATE PIPES SHALL BE INSULATED WITH 3/4" THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. 4. INSTA CHEMICAL DRYER AND STRAINER IN REFRIGERANT LIQUID LINES. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY, NO SPLIT 5, PROVI E BUILT-IN DISCONNECT WITH ALL AIR HANDLING UNITS, INSULATION WILL BE ACCEPTABLE, SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (MECHANICAL 2017 6TH ED.) AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE HVAC WORK, C. ARRANGE AND PAY FOR ALL PERMITS LICENSES, INSPECTIONS AND TESTS, OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. ALL COMPRESSORS SHALL BE GUARANTEED FOR 5 YEARS MINIMUM. 2. NOT USED. 3. DESIGN PARAMETERS: A. INDOOR DESIGN TEMPERATURE (SUMMER): 78F DB B. INDOOR DESIGN TEMPERATURE (WINTER): 72F DB 4. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75 F, AND COOLING MODE MINIMUM SETTING OF 70 F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOLING. 5. ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT. 6. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. 7. MATERIALS: A. REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, B. INSULATION: REFRIGERANT SUCTION PIPING AND CONDENSATE PIPES SHALL BE INSULATED WITH 3/4" THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. C. DUCTWORK: A. ALL SUPPLY AIR DUCTWORK SHALL BE 1-1/2" THICK FIBERGLASS DUCTBOARD, FABRICATED AND INSTALLED AS PER LATEST EDITION OF SMACNA "FIBROUS GLASS DUCT MANUAL". R-6.0 MIN. B. ALL OUTDOOR AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL OR ALUMINUM DUCT NOT LIGHTER THAN 24 GAGE. C. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS, D. FLEXIBLE INSULATED DUCTWORK WITH 1-1/2 THICK FIBERGLASS INSULATION WITH FRK VAPOR BARRIER. R-6.0 MIN. 8. CONTROLS: AIR CONDITIONING UNITS SHALL BE STARTED AND STOPPED THRU INDIVIDUAL PROGRAMMABLE THERMOSTAT. INDIVIDUAL THERMOSTATS SHALL START/STOP FANS AND ACTIVATE COOLING/HEATING SYSTEMS AS SELECTED. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS OF CONSTRUCTION, CONTRACTOR SHALL INSTALL ALL NECESSARY OFFSETS, BENDS, AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT NO ADDITIONAL COST TO OWNER. m CEILING SUPPLY DIFFUSER 19 CEILING RETURN DIFFUSER O PROGRAMABLE T-STAT, Zm NEW FLEXIBLE DUCT, U.L. CLASS 1 (R-6) NOTE: TYPICAL Z BAR HANG DUCTS ACCORDING AND WIRE DUCT TO SMACNA STANDARDS HANGING DETAIL I SECURE WIRE TYPICAL HANGING STRAP AND SADDLE HANGING DETAIL 10"0 MAX. FLEXIBLE DUCT SHALL BE SUPPORT PER FBC MI601.4,4.4 1. HORIZONTAL DUCT SHALL BE SUPPORT AT INTERVALS NOT GREATERTHAN5 FEET 2, DUCT SAG BETWEEN SUPPORT SHALL NOT BE EXCEED 1/2" PER FOOT OF LENGTH 3. DUCT STRIP SHALL BE DIVERSITECH DUCT 1-3/4" POLYPROPYLENE HANGER STRAP OR EQUAL. METHODS OF HANGING DUCTS DETAIL N.T S. bach, en 5130 N. Federal Hwy, Suit `1 Ft. Lauderdale, FL 33308 __ ' P: (954) 461-4314 - 5 Bach@bachengineers.c R1, CA #28826 ���: - L v DWG Viet Bach Nguyen, P.E. ® � Florida License #69753 _..,.-,�ol��°d�p°n ° °°�.A®fie,--- M L 77m uVA @®A(S 2015, ALL RIGHTS RESERVED. Q n 0 m z O N z w O U w w OLD z_ CID \ w N Q � O zz N 00 011 ('7 LL L1J W_ CL O LL LL] 0 0 Q J W_ 0 0-1 I L0 N 9 Florida -Caribbean sit f a. Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture,com AA26002566 3 Pm oRl; � * w D5GN DRWN A "File Copy 17109 DATE JU E 1, 2018 z U0 O zv PILL!! mil IKs. KITCHEN Ks.l 1 KTCH U'o o;O (Al -4j �I 5 C 5ir « W I ICI I a a z FIRST FLOOR PLUMBING 114" = '-O" 1 m HB 2 GREAT ROOM A113 COVERED ENTRY LA11,1� PLUMBING KEY NOTES O TIE NEW 4" SANITARY TO EXISTING. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. TIE NEW 1" CW TO EXISTING. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. 50 GALLON LOWBOY WATER HEATER (4.5 KW @240 V) O 3" SANITARY UP TO SECOND FLOOR Os 1/2" HW AND CW UP TO SECOND FLOOR 0 1/2" HW AND 3/4" CW UP TO SECOND FLOOR (D 1/2" CW UP TO SECOND FLOOR 3" SANITARY DOWN O 1/2" HW AND 3/4" CW DOWN TO FLOOR 0 1/2" CW DOWN TO FLOOR 1/2" CW DOWN TO FLOOR z SECOND FLOOR PLUMBING PLAN 1 /4" = 1 '-O" 1 bach, en 5130 N. Federal Hwy, Suit `1 Ft. Lauderdale, FL 33308 P: (954) 461-4314 — 5 bach@bachengineers.c CA#28826 r Viet Bach Nguyen, P.E. Florida License #69753 r No.69763 � J Q IJ !n Q m z O N cn z W 0 U H W 0 C-D Z W m m w p 0 r c z N 0, l_ (^ `✓ M Z —1 LL U J w LLI U 1 -' �j Li } w U ® w q:� H­ w >_ ry IL —' O L1_ LL Q LLJ > LL O Q w ory Z w Q J 0 O ® w w Z x n- L w In j LLJ N Z X r" LIJ J 0 N O Florida -Caribbean "°w Architecture 7 Erwood Place Boynton Beach, FL 33426 (561) 308 6694 www.FCArchitecture.com AA26002566 D5GN DRWN n PRO fffe Copy 171 OE) DATE 1UNE t, 2018 DWG P-1 _w F EI, N� 4" s VER �pNT I'(A, Ekq�TORTO lg 4'. wC 3 3" wp 2 TU �e 4" P2903.4 THERMAL EXPANSION CONTROL. A MEANS FOR CONTROLLING INCREASED PRESSURE CAUSED BY THERMAL EXPANSION SHALL BE INSTALLED WHERE REQUIRED IN ACCORDANCE WITH SECTIONS P2903.4.1 AND P2903.4.2. P2903.4.2 BACKFLOW PREVENTION DEVICE OR CHECK VALVE. WHERE A BACKFLOW PREVENTION DEVICE, CHECK VALVE OR OTHER DEVICE IS INSTALLED ON A WATER SUPPLY SYSTEM USING STORAGE WATER HEATING EQUIPMENT SUCH THAT THERMAL EXPANSION CAUSES AN INCREASE IN PRESSURE, A DEVICE FOR CONTROLLING PRESSURE SHALL BE INSTALLED. WC NOTE: SLOPE ALL PIPING 2" AND LESS ® 1/4" PER L.F. SLOPE ALL PIPING 3" AND ABOVE 0 1/4" OR 1/8" PER L.F. HORIZONTIAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPE PER FBC(2014) 704.1 TYPICAL UNIT SANITARY PIPING ISOMETRIC Hg LP ,lZr \ 3/4 I /1z\ \ I I I / 50 WO I 0 I TYPICAL U ME1eR 10 2-WAY, CLEAN -OUT AT GRADE WALL CLEANOUT DETAIL NOTE: 1. ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE F.P.C. 2. ALL WALL HUNG PLUMBING FIXTURES SHALL COMPLY W/ FBC 2318.1.15 OR 2517.5.1.1 3. ALL SHOWER VALVES SHALL COMPLY WITH 424.3 OF THE F.P.C. WATER PIPING ISOMETRIC SHP FACE OF WALL STAINLESS STEEL COVER CRE D TO THREADED .0. LUG. PLUMBING SYMBOL LEGEND SYMBOL I DESCRIPTION SANITARY UNE — — — -- VENT LINE - SAFEWASTE LINE —CD CONDENSATE LINE �- GATE VALVE - COLD WATER LINE HOT WATER LINE P- PLUMBING FIXTURE DESIGNATION FCO FLUSH CLEAN OUT tr FLOOR PENETRATION T AIR CHAMBER WCO WALL CLEANOUT VTR VENT THRU ROOF COOG CLEANOUT ON GRADE HB I HOSE BIBB W/VB PLUMBING FIXTURE SCHEDULE NAME FIXTURE MODEL # WC WATER CLOSET BY OWNER (TANK) LAV DROP -IN BY OWNER LAVATORY TUB TUB/SHOWER BY OWNER KS KITCHEN SINK BY OWNER WM WASHER SUPPLY BOX ALL TUB AND SHOWER VALVE SHALL BE ANTI -SCALD AND SHALL COMPLY WITH ASSE 1016. FIXTURE WATER PIPE SIZE NOMINAL SAN. SIZE WATER CLOSET 1/2' 3" (TANK) LAVATORY 1/2" 11/4" TUB 1/T 2" " ALL PLUMBING FIXTURES SHALL BE SELECTED BY AND INSTALL BY CONTRACTOR THERMAL EXPANSION 3/4" HEAT TRAP HOT WATER TO SYSTEM. f P & T RELIEF VALVE, ELECTRIC WATER HEATER DRAIN VALVE — FLOOR OATEY WASH BOX MAXIMUM FLOW RATES 1.28 GPF .5 GPM 2.5 GPM '--COLD WATER SUPPLY SHUT-OFF VALVE HEAT TRAP WATER SUPPLY TO HEATER. P & T RELIEF LINE FULL SIZE r3/4" PR LINE TO DRAIN 1 PAN — 30x3Ox3 GALVANIZED DRAINPAN 1" DP LINE TO OUTSIDE, TERMINATE POINTING DOWN 6" ABOVE GRADE. TYPICAL WATER HEATER DETAIL HANDLE 3/4' HOSE GENERAL PLUMBING NOTES: 1, A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FBC (PLUMBING 2017 6TH ED.) AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE PLUMBING WORK. C, ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. E. ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1/8 INCH PER FOOT MINIMUM FOR 3" AND LARGER AND AT 1/4" SLOPE FOR 2" PIPES AND SMALLER. 2. NOT USED. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SELECTED BY OWNER AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORY REQUIRED. FIXTURES AND FAUCETS SHALL COMPLY WITH THE FBC WATER SAVING STANDARDS. 4. MATERIALS: A. PIPING: A. STORM, SOIL, WASTE AND VENT: SANITARY PIPE, PVC, DWV, SCHEDULE 40. B. DOMESTIC WATER: COPPER PIPE, TYPE L WITH SWEAT WROUGHT COPPER FITTINGS. TYPE "M" IN CONCEALED SPACES IS ACCEPTABLE FLOW GUARD CPVC AND PEX PIPING IS AN ACCEPTABLE SUBSTITUTION ISOLATE PIPING FROM CONCRETE WITH INSULATING MATERIAL. C. DOMESTIC WATER SUPPLY ASSEMBLY: STAINLESS STEEL BRAIDED SUPPLY LINE WITH ANGLE SHUT OFF VALVES. D. INSULATION: INSULATE ALL HOT WATER AND HOT RETURN WITH 1" FIBERGLASS INSULATION. 5. ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL MEET THE STANDARDS OF THE LATEST ENERGY EFFICIENCY CODE. 6. PIPING TEST AND DISINFECTIONS: A. TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. B. DISINFECTION: ALL DOMESTIC WATER PIPING SHALL BE DISINFECTED BY INTRODUCING A SOLUTION OF CALCIUM HYPOCHLORITE OF 50 PARTS PER MILLION OF CHLORIDE AND AS PER AWWA STANDARDS, 7. HOSE BIBBS: SHALL BE 1/2 INCH, ROUGH BRASS CONSTRUCTION WITH SHUT OFF VALVE AND VACUUM BREAKER. & ALL OUTDOORS FLOOR CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL BE MARKED. 9. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY, AND DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATIONS FROM DESIGN DRAWINGS, 3/4' CONNECTION LESS FLANGE WHERE .ATTACHED TO EXPOSED PIPING JGH CHROME PLATED VACUUM BREAKER (VANDAL PROOF) HOSE BIBB DETAIL 13dBach, en \ 5130 N. Federal Hwy, Suit '1 Ft. Lauderdale, FL 33308 __ P:(954) 461-4314 bath®bochengineers.c i� CA#28826 Viet Bach Nguyen, P.E. Florida License #69753 w N N co co Z J LL. ED Uj U J > Q�_' W > W n W W O C L.L L.I.. L W LL. LL W O o Uj Z W I Q 1 0- O Q W ry X IL Q W J O" L W N Z X LU C-4 _! O Florida-Caribb( F 6 Architectu 7 Erwood PIacE Boynton Beach, FL (561) 308 6694 www.FCArchitecture AA26002566 D5GN DRVVN PROJ DATE JUNE I DWG P-2