My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
37827 Eiland Blvd (3)
Zephyrhills
>
Building Department
>
Building Plans
>
37827 Eiland Blvd (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 4:22:08 PM
Creation date
2/19/2025 8:01:37 AM
Metadata
Fields
Template:
Building Plans
Street #
37827
Location
Eiland Blvd
Contractor
SL2 Consultong LLC
Building Plans - Permit #
858
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
72
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
WALL TYPES NOTE: ALL GENERAL NOTES UPDATED 11/02/2020 <br />1. G.C. SHALL PROVIDE SOLID BLKG. IN WALLS AS NEEDED CONCEALED REFER TO PLAN INDEX FOR FINISH SCHEDULE AND CERAMIC TILE WALL FINISHES SHEET NUMBER FOR <br />WALL FINISHES, REFER TO FLOOR PLAN FOR METAL STUD SIZE. 0110 <br />2. REFER TO ARCHITECTURAL FLOOR PLAN FOR ALL STUD SIZES WOOD TO BE <br />3. REFER TO Axxx FOR ALL WALL FINISHES 0 <br />METAL ROOF DECK FRT RATED STUD SCHEDULE & NOTES <br />j 362S125-18 UP TO 12'-0" <br />- METAL STUD ANGLE BRACING @ 362S137 33 UP TO 16 0" rUP TO 12 -0" P - 0 <br />METAL STUD ANGLE BRACING @ rr { m a <br />48' O.C. - EXTEND TO DECK 1 600S137 33 UP TO 22 0 UP TO 16 0 <br />48" O.C. - EXTEND TO DECK C600S162 43 - — UP TO 26'-0" tuP TO 22' 0" -- — -- uResoNoe°RD eR:�n: s�"w.e 336+1 <br />I WHERE NO CLG. IS INDICATED ON _ __ __ _ _-_, _ _ _ .. 813.aas.su7 <br />-�-- W . I INDICATED ON RCP, _ _RCP, OR AT OFFICE WALLS., EXTEND � � aa2oo2480 <br />_ OR AT OFFICE WALLS, EXTEND STUDS -- <br />CLG. 4-v]�7 <br />AND SHEATHING TO DECK ON EXPOSED CLG. STUDS AND SHEATHING TO DECK ON * EXPOSED SIDE(S) OF WALL URBANoRDER.tam a inc. <br />SEE RCP SIDE 5 OF WALL() SEE RCP ww paaareco aan'aane•aw*dng%W mSTEEL CHANNEL DEFLECTIONKITCHEN SIDE 1. ALL HEIGHTS REFER TO UN -BRACED HEIGHTS. Isection 02of t copyro am 17c ao as ume <br />TRACK FASTENED TO STEEL 5/8" PLYWOOD EACH SIDE 2. ALL HEIGHTS BASED ON 16" Q.C. SPACING. �otINO.knom Pm °°"ro <br />5/8" PLYWOOD protector, induaa but • not kniha to the overall <br />DECK 3. BOTTOM TRACK TO BE SAME GAUGE AS STUD. rorme. wet a emanp ream era cornpo an of <br />4. TOP TRACK TO BE ONE GAUGE HIGHER. v tonuMu auuseoa°°�°wo.:p�: nor <br />tame rpreantea. ran Wg* reeua o the rxmb. <br />STEEL TOP TRACK ONE of ca "tr W, or busdWo deft a bed ardor <br />monetary contvmaaon to UFIW40RDER WOO inc.. <br />GAUGE HIGHER THAN METAL Raioen0IMb ,a2eooaee0. <br />STUDS) <br />METAL STUDS @ 16" O.C. <br />METAL STUDS @ 16" O.C. 5/8" CEMENTITIOUS BACKER METAL STUDS @ 16" Q.C. PARTITION NOTES (SEE METAL STUD SCHEDULE BD. EACH SIDE TO 1'-4" AFF -- 5/8" CEMENTITIOUS ISSUE DATE <br />FOR SIZE AND GAUGE) FL00RFLOOR <br />i "�`---- � BACKER BD. TO 1-4 AFF <br />' 05/15/2019 <br />INTERIOR PARTITION INTERIOR PARTITION 1. ALL METAL STUDS TO CONFORM TO LOCAL BUILDING CODES. REVISIONS <br />METALROOF DECK I Fwi Fw1a <br />2. ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BOARD ON BOTH SIDES FOR THE FULL <br />TYPICAL TEK SCREWS HEIGHT OF THE STUDS UNLESS SPECIFICALLY DETAILED OTHERWISE. <br />DEFLECTION TRACK DETAIL @PARTITION METAL STUD ANGLE BRACING @ - METAL STUD ANGLE BRACING @ 3. ALL SUSPENDED WALLS SHALL HAVE GYP. BOARD WHICH EXTENDS 4" ABOVE THE SUSPENDED <br />r- LINE OF LOWER DECK FLUTE 2 48' O.C. EXTEND TO DECK 48" O.C. - EXTEND TO DECK CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT. <br />6" =1'-0" ( � WHERE NO CLG. IS INDICATED ON j j j j� <br />WHERE NO CLG. IS INDICATED ON RCP 4. FIRE RETARDANT PLYWOOD MAY SUBSTITUTE FOR GYP. BOARD WHERE SO DIRECTED BY THE <br />- — — — — — — — — — — — 4— —!'-- — — — — _ —- RCP, OR AT OFFICE WALLS, EXTEND --� EXTEND STUDS AND SHEATHING TO ARCHITECT. <br />_ STUDS AND SHEATHING TO DECK <br />14%ON EXPOSED SIDE(5) OF WALL CLG• v DECK ON EXPOSED SIDE(S) OF WALL 5. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT <br />ui <br />SEE RCP SEE RCP 4'-0" MAXIMUM ON CENTER. THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS <br />? �_ WITH EITHER SCREWS OR WELDS. REFER TO DETAILS THIS SHEET. <br />-�- 5/8" DENSSHIELD EACH SIDE <br />-- 5/8" PLYWOOD 6. ALL STUDS SHALL BE' CEE STUDS WITH FLANGE STIFFENERS. <br />7. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. WHERE THE STUD <br />CONT. 16 GA. METAL TRACK MANUFACTURER'S RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, <br />FASTENED TO METAL DECK KITCHEN SIDE THEY SHALL APPLY. <br />ABOVE WITH TWO #1016- TEK AT ' 8. TYPICAL FASTENER: <br />METAL STUDS @ 16" O.C. <br />EACH STUD FASTENING POINT. — EXISTING METAL STUDS A. STEEL STUDS TO STEEL STUDS OR TRACKS: <br />FASTEN INTO LOWER FLUTE ONLY - 5/8" CEMENTITIOUS BACKER <br />_- - 5/8" CEMENTITIOUS 10, EACH SIDE TO 16" AFF <br />• 20 GAUGE - #8 -18 X 1/2" TEKS WITH PHILIPS PAN HEAD - MIN. 2 PER CONNECTION <br />FLOOR BACKER BD. TO 1'-4" AFF �_ FLOOR <br />18/16 GAUGE - #10 - 16 X 3/4" TEKS WITH PHILIPS PAN HEAD - MIN. 3 PER CONNECTION <br />I � � METAL STUDS AT 24" D.C. Max INTERIOR PARTITION W3 INTERIOR PARTITION B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: <br />HUNG FROM METAL TRACK #14 -10 X 1-1J2" H.W.H. TYPE "5'rMETAL-TO-WOOD TEKS AT 12" O.C., 2" FROM EACH ENO <br />ABOVE WITH #10-16 TEK C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE/WIDE FLANGE COL'S, BM'S, GIRDER'S, ETC. <br />SCREWS BOTH SIDES. y - - METAL STUD ANGLE BRACING @ 0.145" DIA. HILTI X-EDNI FASTENERS, 5/8" MIN, LENGTH AND MIN. OF 2 PER CONNECTION, <br />48" O.C. - EXTEND TO DECK OR 2 ROWS AT 16" O.C. FOR CONTINUOUS APPLICATIONS SUCH AS TRACKS, U.O.N. <br />.t - WHERE NO CLG. IS INDICATED ON RCP <br />EXTEND STUDS AND SHEATHING TO -- --- D. PLYWOOD TO STEEL STUDS: <br />PERPENDICULAR TO ROOF DECK SPAN <br />CLG. _ " DECK ON EXPOSED SIDE(S) OF WALL CLG, #10 - 24 X 1-1/4" TEKS/3 (PLYMETALTEKS) WITH THIN WAFER HEAD - 24" O.C. FILED, 12" <br />SEE RCP SEE RCP O.C. PERIMETER <br />N <br />E. GYPSUM BOARD TO STEEL STUDS: <br />5/8" DENSSHIELD - - 5/8" DENSSHIELD 41 #7 X 1-1/4" HI -LOW TYPE "S" BUGLE HEAD SCREWS FOR 3/8" TO 5/8" GYPSUM BOARD <br />TO 25 GAUGE OR 20 GAUGE STUDS co <br />KITCHEN SIDE KITCHEN SIDE #6 X 1-1/4" TYPE 5-12 BUGLE HEAD SCREWS FOR 3/8" TO 5/8" TO 18 GAUGE OR 16 co <br />GAUGE STUDS OR TRACKS U -0 Cu <br />METAL STUDS @ 16" O.C. ---"- EXISTING METAL STUDS 7 ' — <br />FIELD -12" O.C. CEILINGS, 24" O.C. WALLS L M L <br />METAL ROOF DECK - - 5/8" CEMENTITIOUS 5/8" CEMENTITIOUS W O <br />FLOOR BACKER TO 16" AFF FLOOR BACKER TO 16" AFF 0 BUTT JOINTS 12" O.C. J u- <br />F. STEEL STUDS OR TRACKS TO CONCRETE: v C <br />TYPICAL TEK SCREWS - - LINE OF LOWER DECK FLUTE <br />INTERIOR PARTITION INTERIOR PARTITION Q (a � <br />j' W3a Max 0.145 DIA. HILTI X DNI FASTENER, 1' MIN. LENGTH, 2 ROWS AT 16" O.C. <br />> W <br />\' r- METAL STUD ANGLE BRACING @ METAL STUD ANGLE BRACING @ <br />� j - --- METAL STUD ANGLE BRACING @ <br />48" O.C. - EXTEND TO DECK 48" O.C. - EXTEND TO DECK j All 48" O.C. - EXTEND TO DECK <br />WHERE NO CLG. IS INDICATED WHERE NO CLG. IS INDICATED <br />— — — I WHERE NO CLG. IS INDICATED Q <br />- ON RCP EXTEND STUDS AND - ON RCP EXTEND STUDS AND <br />- ON RCP OR AT OFFICE EXTEND <br />O 'a SHEATHING TO DECK ON SHEATHING TO DECK ON '" `t STUDS AND SHEATHING TO DECK <br />w , — — EXPOSED SIDE(S) OF WALL EXPOSED SIDE(S) OF WALL `j, CLSEEG.-R�p ON EXPOSED SIDE(S) OF WALL ' V <br />3 <br />5/8" PLYWOOD <br />(2) NESTED 16 GA. METAL <br />TRACKS FASTENED <br />Y --- PROVIDE SOUND ATTENUATION <br />� <br />CONT. 16 GA. METAL TRACK I TOGETHER WITH (2) #10-16 --- PROVIDE SOUND ATTENUATION BATT INSUL. WHERE REQ'D, SEE <br />FASTENED TO METAL DECK ' TEK SCREWS BOTH SIDES BATT INSUL. WHERE REQ'D, SEE KITCHEN FLOOR PLAN FOR LOCATIONS <br />ABOVE WITH TWO #10-16 AND FASTENED TO ROOF FLOOR PLAN FOR LOCATIONS ____ SIDE `" -- 5/8" CEMENTITIOUS <br />- EXISTING METAL STUDS `r <br />TEK AT EACH END STUD ' DECK WITH (4) #10-16 TEK Lu METAL STUDS @ 16" O.C. BACKER BD. TO 1' 4"AFF <br />FASTENING POINT. FASTEN I I SCREWS AT LOWER DECK - 5/8" GYP. BD. (PROVIDE 5/8" GYP. BD. (PROVIDE METAL STUDS @ 16" O.C. <br />INTO LOWER FLUTE ONLY. FLUTE ONLY, SET @ 36"O.C. <br />MOISTURE RESISTANT GYP. BD. MOISTURE RESISTANT GYP. BD. -- 5/8" GYP. BD. (PROVIDE <br />MAX. FLOOR FLOOR FLOOR <br />ON RESTROOM SIDE.) i -- ON RESTROOM SIDE.) "i MOISTURE RESISTANT GYP. BD. <br />METAL STUDS AT 24" O.C. ON RESTROOM SIDE.) <br />HUNG FROM METAL TRACK ' I FW5a]7INTERIOR PARTITION WSax INTERIOR PARTITION W6 INTERIOR PARTITION <br />ABOVE WITH #10-16 TEK <br />J SCREWS BOTH SIDES. -u— METAL STUD ANGLE BRACING @ CLG. - METAL STUD ANGLE BRACING @ J <br />48" O.C. - EXTEND TO DECK B.O. <br />DECK <br />4$' O.C. EXTEND TO DECK <br />: ----- WHERE NO CLG. IS INDICATED ON RCP I j <br />q SOFFIT HANGING DETAIL OR AT OFFICE AND SHEATHING ATO DECK ON EXPOSED LLS EXTEND STUDS HOOD W <br />��__ `t SIDE(S) OF WALL <br />3" CLG. `Y Q A501 =1'-0" SEE RCP SEE RCP <br />- 5/8" DENSSHIELD COOKLINE SIDE <br />— 5/8" PLYWOOD -- 2-LAYERS EXISTING — 24 GAUGE GALVANIZED METAL, TO <br />KITCHEN W/ KITCHEN SIDE W/ FRP GYP, 80, BOTH SIDES FULL HEIGHT OF WALL EXTEND PAST <br />TILE SIDE EDGE OF HOOD 18" IN ALL DIRECTIONS <br />— - EXISTING WALL EXISTING METAL STUDS <br />'• ^- METAL STUDS @ 16" O.C. 5/8" CEMENTITIOUS BACKER <br />- 5/8" CEMENTITIOUS BACKER TO FULL HEIGHT OF TILE <br />FLOOR EACH SIDE TO 16" AFF /� FLOOR FLOOR 0 <br />�i4ry uj [—W—� INTERIOR PARTITION W19x1 INTERIOR PARTITION W26a INTERIOR PARTITION J <br />a <br />JOE TOPH. <br />FL.,REG. AR10095 <br />(, N <br />W 1N1 <br />J <br />J <br />$ LATERAL BRACING, x x•F --- <br />. _._. _.-_-- FRAMING SCREWS <br />CR 1-1/2" X 16 GA., (TYP. OF 4) <br />DATE: 11/19I2020 <br />LL GALVANIZEDLu <br />v ..► "-_ __ _ _ 2" X 2", 16 GA. DRwN: <br />0 <br />CLIP ANGLE <br />4 1/4" LESS THAN cHKD: <br />v <br />STUD WIDTH UA SCALE: <br />GALVANIZED <br />METAL STUD <br />- - - FIRST LEVEL START AT 4'-0" <br />ABOVE FLOOR SHEET NUMBER <br />3 LATERAL BRACING DETAIL @ PARTITION 1 NOT USED <br />A501 NOT TO SCALE A501 N.T.S. Aml <br />8 <br />VA z hGls 11/1912020 11:28:35 AM <br />
The URL can be used to link to this page
Your browser does not support the video tag.