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HomeMy WebLinkAboutDOOR SCHEDULE-DOOR TYPE ELEVATIONS DOOR DETAILS- µ v _z Cn Omm3 O �, 111 (� ZvS' (`(\ LU \ O r(� 11.J � -� U Cn 4 U DOOR SCHEDULE _ T-O' A4• ®® _ ®® - -- 47' AFF - ®® - - A B C D r PR / E F Q H J FLU841 R418ED PANEL' !6) FLUSH I1V V4' CLEAR f{-UBN DI -FOLD ounmprx TRADITIONAL PAIR OUT8i TEMPERED, NARROW FRENCH DOOR TRADITIONAL Doom DIFOLD DooRa G RI#,a,D ROLLING VISION LIGHT FRENCH DOORS D D 2 PR FLUSH DI -FOLD NT9. MARK DOOR FRAME REMARKS MATERIAL TYPE SIZE MATERIAL JAMB WIDTH DETAILS Ill H. TH< HEAD JAM SILL 001 A WOOD/GLASS F FR 2'-6" 1'-0" P4" WD CLAD 5 SIM 5 TI/A6.12 . WITH TRANSOM - SEE TRANSOM DETAIL 3/**12 0015 WOOD/GLASS F PR 2'-b" 1'-0" 154" WD CLAD 5 SIM 5 TI/A612 001 C WOOD/GLASS F M 2'-b" 1'-0" P/{" WD CLAD 5 SIM 5 TI/A6.1.2 001 D WOOD/GLASS F FR 2'-6" 1'-0" P4" WD CLAD 5 SIM 5 TI/A6J2 001 E WOOD/GLASS F FR 2'-6" 1'-0" p/4" WD CLAD 5 SIM 5 TI/A&J2 001 F WOOD/GLASS F FR T-6" 1'-0" P/4" WD CLAD 5 SIM 5 TI/A6.12 001 G WOOD/GLASS F PR 2'-b" l'-0" pi{" WD CLAD 5 SIM 5 TVAb.12 00I H WOOD/GLASS F FR 2'-6" l'-0" p/ " a WD GLAD 5 SIM 5 Tl/A6.IZ 0011 WOOD/GLASS F FR 2'-b" 1'-0" 15/4" LLD CLAD 5 SIM 5 Tl/Ab.12 001 J WOOD/GLASS F FR 2'-b" l'-0" p/{" WID CLAD 5 SIM 5 TI/A6.12 001 K Sc. WOOD G 2'-8" 1'-0" IN" WOOD 04" 1 SIM I T4/A612 mml L SIG. WOOD C 2'-S" l'_m" Pq" WOOD :04" 1 SIM 1 T4/A&J2 lD02 A S"' WOOD C PR 3'-0" l'-0" P4" WOOD 43/4" I SIM I --- 0= B LLD LOUVERS H 6'-0" 3'-6" --- WOOD - - -- ■ DOOR eY MT. DESIC"NER 0m3 A WOOD/GLASS F PR 3'-0 n 1 -m" Pia n WD GLAD 5 SIM 5 TI / A6.11' THC / A6]2 • WITH TRANSOM - SEE TRANSOM DETAIL 3 / A6.12 B SC. WOOD B FR 3'-0" 1'-0.. p4" WOOD 4�,{" 1 SIM I T4 / e6.1Z "DESSiGN - SEE BE DETAIL TGHAC� .IZ DOOR TYPE ELEVATIONS 003• C S.C- WOOD B M V-0" 1'-m" 11/4" WOOD N/a" I SIM I T4 / A6.12 • THRESHOLD TO DE HANDICAP DESIGN - SEE DETAIL THC /AkJ2 004 A S.C. WOOD A 2'-8" 1'-0" P4" HM. 53/4 4 SIM 4 1 --- LINE of TYPICAL urroD BASE BELOW. TYPICAL WOOD CASING. REFER TO INT, DESIGNER'S DRaG5. FOR PROFILE. 3/4• KERFED FINISHED WOOD JAMB. - DUO FLOOR FORFOR REQUIRED 5 DOOR - - qq 8 h x H` FINISHED wooD >i> ` APPLIED Br' W F GONf, P.T. ,• WOOD 9HIM. _ NOM. P.T. 2x4 WOOD BLOCKING FASTENED ... ....................... TO GALV METAL STUD • 12' OC TERMINATE _ •... •.••. •.. •........ •.••••••••• WOOD BLOCKING ■ DOOR HEAD FRAMING. TYR Y GYPSUM WALLBOARD FINISH SCREW ATTACHED TO GALV -METAL • PARTIi�TYPE DETAILS FOR SPEC FIc GYPSUM WALLBOARD TYPE LINE OF TYPICAL WOOD BASE BELOW. DASHED LINES INDICATE LOCATION OF TYPICAL WOOD CASING- REFER TO INT. DESIGNER'S DRWG5. FOR PROFILE. I!' - - • , f I 9 x ITV FINISHED WOOD JAMB. - - -- ::::.:.. K x K' FNISHED WOOD APPLIED STOP. w o '� ..................................... - % P.T. 4' WOOD SWM. t" -- - NO -I. PT. Ix4 WOOD BLOCKING. GAIN. METAL FRAME RtElf-FORGING. TYP "I,' GYPSUM WALLBOARD FINISH SCREW ATTACHED To GALV. METAL 5TUpe. REFER r0 FINISH SCHEDULE N PARTITION TYPE DETAILS FOR SPECIFIC GYPSUM WALLBOARD TYPE, ■„ 'k' .-, I TYP �►' GYPSUM WALLBOARD FINISH. DBL. 2xe WOOD HEADER P.T. 1`4' WOOD SHIM. .. �• 7. •4' x 3b,' FR- WOOD TRIM. I�' x IIS' FIN WOOD TRIM, APPLIED FSTOP. D WOOD i TYR Y GYPSUM WALL - + BOARP�FM SCREW A AG ED TO GALV. TAL � aTUpe. REFER TO FINISH SCHEDULE N PARTITION TYPE DETAILS FOR SPECIFIC GYPSUM WALLBOARD TYPE. f -FRAME TYPICAL HOLLOW METALU P AROUND TYPICAL JAMB STUD ANCHORS. PROVIDE p 2 SCREWS M W1 RL ■ EACH ANCHOR � ■RPROVIDE DBL 20 GAUC# GALV. METAL > r STUDS EACH JAMB. - - SPOT GROUT. 3' 005 A S.C. WOOD A 2'-b" 1'-0" 1% HM. 5'1/4" 4 SIM 4 --- 0m6 A GJ It C FR V-60 l'-0" p4" GJ•1M. 5344" b SIM 6 T3/A6.I2 B GJ-IM. A FR 3'-m° 1'-0" P/4« G}�M. 5s/{" l 91M l /A6-IZ S 0m1 A S.C.SCWOOD G 2'-8" T-m" P4" HM. 5�/4" 4 SIM 4 --- 0015 ALUM J Im'-0" 1'-®" --- --- --- --- --- --- ROLL M GRILL �8 A GHM. B 2'-S" l'-m" P4" LLD CLAD 5 SIM 5 /Ab.IZ S RC. T41RE6HOLD - TWO / A611 010 A GHM. B 2'-8" 1'-0" p/ " WD GLAD 5 81M 5 1/Ab.IZ SI NG THRESHOLD - tFIC / A6J2 014 A WOOD/GLASS F FR 2'-6" l'-0" P/ ° WD CLAD 5 SIM 5 TI / A&J2 • WITH TRANSOM SEE TRANSOM DETAIL 3/Ab.1-2 0145 WOOD/GLASS F FR 2'-b" l'-0" P4" WD CLAD 5 SIM 5 Ti / AbJ2 014 C WOOD/GLASS F PR 2'-6" l'-m" P/" a WD CLAD 5 SIM 5 TI / Ab.IZ 014 D WOOD/GLASS F FR 2'-6" 1'_m" P/a" WD CLAD 5 SIM 5 TI / A6J2 014E WOOD/GLASS F FR 2'-6" 1'-0" pi{" LLD CLAD 5 81M 5 TI / A6.12 014 F WOOD/GLASS F M 2'-6' ' n 1'-0 ' P/a' LLD CLAD 5 Sim 5 T1 / A6.11 014 G WOOD/GLASS F PR V-6" 1'-0" P4" WD CLAD 5 SIM 5 Tl / 44,12 014 H WOOD/GLA88 F FR 2'-6" l'-m" 114" WD CLAD 5 SIM 5 TI / A6.12 0141 --- --- FR 3'-m" _ __ _-- --_ T4 / A6J2 INTERIOR TMESHOLDDOORS Y TTO USE HHC DE64NR Oil A S.C. WOOD B 3'-0" 1'-0" 15/4n WOOD */4" 1 SIM I --- 019 A S;G. WOOD B 3'-0" l'-0" 134" WOOD 0/4" 1 SIM I -- 020 A SC WOOD --- FR 3'-0" 9'-4" --- WD. GLAD 12 / A63. 9 THC A612 TI / A612 DOORS DY rNTewoR DE6IGnER 1O JAMB - TYP. INT. WD. JAMB �2 JAMB - POCKET DOOM 3O HEAD - POCKET DOOR O4 TYP. INT. HM FRAME 020 B SC WOOD --- PR 3'-0" V-4" -- WD. CLAD 12 / A63.1 S TW/ A � DOORS DT INTERIOR DC610�ER 023 A WOOD D 2'-6" 11-0" iy" WOOD 04 8 SIM 8 --- 024 A S.C. WOOD B 3'-ON T-0" IS/4" WOOD .04" 1 SIM I --- bib, Cue o/ I x 2 P.T. INTERIOR FURRING AT K' OL. -.. - -- - x .T. TO is ... RCLAD WOOD DOOR - P A 9'O - __-GAL SEE DooR scHEDULE BACKER FX D SACKE T ANDTYP. .. EXTERIOR -''• ::: aTucco BEAD $re• GILD O/ 1 xF I R LNG AT I6. OL. ' INTERIOR TYPICAL HOLLOW METAL WRAP- FRAME ..................... W 1/2' BACKBEND - .. CONCRETE FILLED •:: TYPICAL MASONRY JAMB ANCHOR - EVERY 3rd C9 CLIP PROVIDE BOTTOM CL ANGLE W/ MIK OF 2 HOLES FOR ANCHORAGE • • • • • • GALVANIZED HOLLOW METAL DOOR SEALANT :. ExrERIOR_G. " •-;:; STUCCO •.. COWER BEAD INTERIOR cru TYPICAL HOLLOW METAL WRAP -AROUND FRAME w In• BTE FILL D - CONCRETE FILLED TYPICAL MASONRY JAMB ANCHOR - EVERY 3rd C5 PROVIDE BOTTOM CLIP ANGLE V MILL OF 2 HOLES FOR ANCHORAGE META DOOR VANRED HOLLOWm36 LANT ' EXTERIOR CORNER BEAD aFaTUCGO - LINE OF TYPICAL WOOD BASE BELOW TYPICAL WOOD CASING REFER . . O INT. DESIGNER'b DRWieFOR PROFILE 3/4' KERFED FINISHED WOOD JAMB REFER TO FLOOR PLANS " DOOR �, -- SCHEDULE FOR IffcurtRED wlDrue. ........... ..... . - - -- -- -- .. -- COW. PL �V WOOD SHIM, -.HB e NOIM. P.T. 2x4 WOOD BLOCKING FASTENEDT2 TO D BL METAL STUD • 12' OC. TERMINATE WOOD BLOCKING DOOR HEAD FRAMING, 'k'GYPSIPM WALLBOARD FINISH SCREW ATTACHED TO GALV. METAL sTuoe. REFER ro FINISH SGbIHEDULE •PARTITION TYPE DETAILS FOR SPECIFIC GYPSUM WALLBOARD TYPE. 025 A WOOD DD 5'-01, 1'-0" II/," WOOD 4°i{" 8 SIM 8 --- 026 A S.C. WOOD A 3'-m " 1'-m " P4 " WOOD 43/4 " 1 Sim I _-_ 021 A SAC. WOOD A 3'-0" 1'-0" p4" WOOD '0/4" 1 SIM 1 --- 025 A WOOD D 2'-6" 1'-m" 11,•" WOOD Olt.. a SIM 8 030 A S.C. WOOD H 3'-0" l'-C. P4" WOOD 0/4" 1 SIM I ___ 031 A WOOD DID 5'-0" 1'-0" Iv" WOOD 4314 S SIM a --- 032 A S.C. WOOD A 3'-m" 1'-m" P4" WOOD 43/4" I SIM I --- 033 A SG. WOOD A 3'-m" 1'-0" P/4" WOOD 43/4" 1 Sim I --- _.._____ 034 A --- --- .1 FR 3'-® -_- --- ' --- --- T4 / A6J2 DOORS DY INTERIOR DESIGNER THIESVbLO TO DE HC D"I's" 034B WOOD/GLAS8 F FR 2'-6" 1'-0" ISW WD. CLAD 5 SIM 5 THG / A6.12 / A&J2 ulITI4 TRAINSO I - SEE DETAIL 3 / A6J2 A SG. WOOD B 2'-8" l'-m° p4" WOOD 43/4 1 SIM 1 036B Sd.. WOOD B 2'-8"l',-0° P/a"WOOD 43/4n 3 2. --- mil A S.C. WOOD A 2'-8" 1'-0. P4" WOOD 4%4 1 SIM I --- 038 A S.G. WOOD A 2'-8" T-0"194" WOOD 4A4e 1 SIM 1 --- WOOD A 2'-8�r 1�_0n p/4n WOOD •4A{" 1 31M I ___ ------ M A BCDALUM. G 6'-0" 4'-0" METAL - E SH TAILS -5.2h BAG VALET / TOWER ROLL -DOWN CO INTER SHUTTER 061 A G.H.M. B 2'-S" l'-0" 1 3/4" WOGLAD 5 Sim 5 Ti/ A6.12J2 IM H.C. THRESHOLD - THC / A6Mz0OWER 062 A GJ•IM. 1'-0" 13/4" WD.CLAD 5 81M 5 Tt�A6-a B H.G. THRESHOLD - THC / A6.1 063 A G.W.M. B PR 2'-b" 1'-m" 1 314" "M. 5 3/4" 1 SIM 1 TI / A6.12 JAMB - TYPICAL CMU O6 JAMB - EXT.TOILETS and SERVICE 70 JAMB - SERVICE and CART STOR ® JAMB - INT. BI-FOLD DOORS 880 A G.H.M. A PR 3'-0" l'-0" --- G.H.M. 51/4" 1 SIM 1 TTi // 6212 m80 B ALUM. G ll'-4" 1-01. --- METAL --- 2 / A52B 12 --- OVERHEAD ROLLING DOOR WOOrRIM LINE of cuNc. BM. E6IGN OWG6. ABOVE TEN610N JAMB EMENBION q M _ f CLAD WOOD SOLID CORE WOOD FIXED WINDOW DOOR - DESIGN BY INTERIOR DESIGNER S'x3' x1/4'T9. - ANCHOR AT BASE AND HEAD PER DETAIL, SH. A 63.I Pr. BLKG. WOOD TRIM EMERIOR NOTE REFER TO DETAIL 12 / A-63.1 FOR HEAD CONDITION •., .. .. '' • . • , - • •' 5/8' GIl B O/ ; . • IRIRRING AT 16' OZ. •'., '••• •'• - • < •". ` • ! O •. • • • '� •, • • 'I • I x P.T. BLOCKING -' • • • D' •,, .H8' POWANCHOR ER ACTUATED •, ;.44' '.•`' ••• • PINS AT 9' OZ. CONC. BM. RIOR WOOD TRIM - SEE INTERIOR DESIGNER DUGS. �''�W'r' (2) 2 x 'e DOOR . TRACK STEEL ANGLE DOOR STUCCO 3' . p-0• 080 C ALUM. G 14'-4" 1'-®" --- METAL --- 2 / A525 12 --- OVERHEAD ROLLING DOOR400 08m H GHM. A 3'-0" 1'-0" GJ IM. --- --- --- TT / A6J2 - _ SEALANT AND BACKER ROD /aTucco CLAD WOOD DOOR - SEE DOOR SCHEDULE EMERIOR - ' - 0 JAMB -CLUBHOUSE LOBBY O HEAD - C�uIU O JAMB - ADM. BLDG / CONF. IN. 12 JAMB - O.H. SERVICE DOORS - DOOR SCHEDULE / DOOR TYPE ELEVATIONS / DOOR DETAILS REVISIONS BY rsl h. go 011, Q D O L r U. uj O O U ■ V! O w_ UJ rn DRAVIM JRC DATE pi_{i 19% SCALE /ARIES JOB NO. SHEET A 6.1.1 PAA n46, I E [rAIIII]N 104 0 n4hhh, 10 REVISIONS BY 146UN?.Y," V4g� � m I D06I ft I SUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL p I I i DOOR TILE GEILING TILE CEILING s F, •FLOOR 5/8, GWB 5/8' GWB A — B — 1. — — — IF — G — H — — — `� K EACH SIDE 5'-4' M.O. 2'-994' M.O. 3'-8' M.O. 5'-4' M.O. 5'-4' M.O. 8'-0' MA. 3'-0' M.O. 2'-6 5/e' M.O. 3'-8' M.O. Ix2 P.T. FURR'G CLUBHOUSE CLUBHOUSE TRANSOM TRANSOM TRANSOM TRANSOM TRANSOM _.— KITCHEN TRANSati AT I6' O.G. 3 1/2, METAL STUDS RIGID INSULATION 9'-6' AFF _ _ 9'-6' AFF DE SBASE - SEE N PLANS INTERIOR WD BASE -SEE INTERIOR DESIGN PLANS - -f—III 1 ICI ICI I01 I01 E � f�lf�l --- __ ----- ARC44 WINDOW SPRINGS PT. W T I TI'. - CJl I. MA7VIV1'iT WALL v 1 Tr.- IN I tFiKJI 1 I''Ati I I 1 IC)IV SIM. - _ I I GL, CIL, L M N O FM. FLR P — L — 5'-4' R.O. 2'-8' R.O. 6'-4' R.O. 3'-8' M.O. 5'-4' M.U. R S CLUBHOUSE CLUBHOUSE CLUBHOUSE LOBBY CART STORAGE CLUBHOUSE 6'-4' M.O. @'-2' M.O. CLERESTORY CLERESTORY CLERESTORY TRANSOM CLUBHOUSE MAIN LOBBY DOORS SUSPENDED ACOUSTICAL TILE CEILING THIN SET GERAMIC TILE O/ BACKER BD. NOTE 5/8' GWB • ALL GLAZING IS FIXED UXO. EACH SIDE • TRANSOM AND CLERESTORY TRANSOM MUNTINS ARE APPLIED INSIDE AND OUT 3 1/2' METAL STUDS AT 16' O.G. • REFER TO FLOOR PLANS FOR LOCATION AND COUNT CERAMIC TILE BASE REFER TO ELEVATIONS FOR AND FLOOR LOCATION OF CLERESTORY SPANDREL GLASS Jr7 O TYP. - CERAMIC nL.E PARMON WINDOW TYPE ELEVATIONS PARTITION TYPES 5/B' ClJ.M O/ JAMB EXTENSION I x Z P.T. 3' CLEARANCE ON INTERIOR FURRING At 16' O.C. i0 AGCOMODATE SHUTTERS DETAILED BY W. DESIdteR I 1 -- 3' GLE RANGE ON INTERIOR INTERIOR TO ATE SHUTTERS DE AI BY INT. DE5IGNER :::::•.'::....:'::.... DOOR r — — — — — — — I EXTERIOR DOOR W�WC WAD WOOD I WIND O - TYPICAL L— — — — — — — — I P.T. I MARBLE i0 W JAMBE ION JAMD ION I x Ailk .T. L THRESHOLD e� T P A S'O LJ L—J .145 TR FIXED CLAD WOOD P A WO 2 !MAX.) \ARPET TILE/ ARBLE \Lj WNDOW - TYPICAL --'��- ---� I/4' SEALANT AND FIXED GLAD WOOD MAX. �_r WINDOW - TYPICAL I BACKER ROD SEALANT ANDL�Z7-77-T.4a� .Y! ::: EXTERIOR ::: ... BACKER ROD •::. ::. MAX- /i WIT�1DD AD WOOD DAL CLAD WOOD DOOR - EXTERIOR TRESHOLD SET SEE DOOR SCHEDULE IN MASTIC STUCCO _ STUCCO W/ BEAD EXTERI♦'J12 NTERI Fix- RIOF RIOR Cm W/ BEAD Cm SETTING BED 1O JAMB - CMU 2HEAD O w 3O o R TRAN130M O6 JAMB - CMU ® HANDICAP TFFiESHOLD T4 ' • ' • • : • 1 _ .• EXTERIOR L FIXED CL WINDOW - �IGAL STUCCO O/ GALV. h@TAL 3 V2' PRA-M WALL TERI �.•.'' •'. '. ., . i' GONG. BM. LINE LATH O/ BLDG. FELT MIR ON 5ro' EXT. PLYWOOD— 5/8. SEALANT 8HEATLING FIXED GLAD WOOD , ', ♦ ' "`' �`•� ' '. 5/B' Gm ere• GUM I x P.T. BLOCKING - t O/ Ix2 P.T. EXTERIOR EXTERIOR ALL EXTERIOR BALKER -� WIPmOW - TYPICAL --. .. . ' • AT Ib' O.C. ANCHOR TO GMU W/ . . DOOR DOOR LINE DOOR J45'POWER ACTUATED , PINS AT V O.C. +� SEALANT AND "��'•., 1 , O EXTERIOR INTE I EXTERIOR INT RIOR METAL BACKER ROD ' ..: • �' •, i THRESHOLD FLASH'G AND SLOPE CNTR FLASH'G FLASHING _ STUCCO :•::• S y JAMB B DING SEALANT AND EXTENSION sEALANT AND TRESHOLD T SIDEWALK ND TRESHOLD S T EI�D GLAD WOOD BACKER ROD _-___ �� BACKER ROD IN MASTIC TOP OF SL B IN MASTIC IL04DOIU _ TYPICAL JAMB CONCRETE TILE / A LE W/ BEAD TO BE FL W/ BEAD ............ •• FLASHING EkiEN810N RAISED SEAM ALUM. ROOF STUCCO 3 IIV FRAME WALL -.. ... .... ..... ... FIXED CLAD UIOOD--_ , • " . 'i; r wlNDaw - TYPICAL SIDEWALK BLDG. SIDEWALK BLDG. ANCHOR TO crxJ w 5/8• GLLB _ EXTERIOR INTERIOR f45' l ACTUAT® ---- it CONC. SLAB GONG. SLAB PINS AT 9' Or_G 5/8' WB EXTERIOR IN 2 SETTING BED -- ---- O/ Ix2 P.T. ... .... - ..-_ AT IV O.G. 7.7 O7 SILL - CLERESTORIY O HEAD - CLERESTORY 9OSLL- CMU O HEAD - CMU O T2 O WINDOW DETAILS DOOR THRESHOLDS WINDOW TYPE ELEVATIONS / WINDOW DETAILS / DOOR THRESHOLDS / PARTITION TYPES I W V! / W T I TI'. - CJl I. MA7VIV1'iT WALL v 1 Tr.- IN I tFiKJI 1 I''Ati I I 1 IC)IV SIM. - _ I I GL, CIL, L M N O FM. FLR P — L — 5'-4' R.O. 2'-8' R.O. 6'-4' R.O. 3'-8' M.O. 5'-4' M.U. R S CLUBHOUSE CLUBHOUSE CLUBHOUSE LOBBY CART STORAGE CLUBHOUSE 6'-4' M.O. @'-2' M.O. CLERESTORY CLERESTORY CLERESTORY TRANSOM CLUBHOUSE MAIN LOBBY DOORS SUSPENDED ACOUSTICAL TILE CEILING THIN SET GERAMIC TILE O/ BACKER BD. NOTE 5/8' GWB • ALL GLAZING IS FIXED UXO. EACH SIDE • TRANSOM AND CLERESTORY TRANSOM MUNTINS ARE APPLIED INSIDE AND OUT 3 1/2' METAL STUDS AT 16' O.G. • REFER TO FLOOR PLANS FOR LOCATION AND COUNT CERAMIC TILE BASE REFER TO ELEVATIONS FOR AND FLOOR LOCATION OF CLERESTORY SPANDREL GLASS Jr7 O TYP. - CERAMIC nL.E PARMON WINDOW TYPE ELEVATIONS PARTITION TYPES 5/B' ClJ.M O/ JAMB EXTENSION I x Z P.T. 3' CLEARANCE ON INTERIOR FURRING At 16' O.C. i0 AGCOMODATE SHUTTERS DETAILED BY W. DESIdteR I 1 -- 3' GLE RANGE ON INTERIOR INTERIOR TO ATE SHUTTERS DE AI BY INT. DE5IGNER :::::•.'::....:'::.... DOOR r — — — — — — — I EXTERIOR DOOR W�WC WAD WOOD I WIND O - TYPICAL L— — — — — — — — I P.T. I MARBLE i0 W JAMBE ION JAMD ION I x Ailk .T. L THRESHOLD e� T P A S'O LJ L—J .145 TR FIXED CLAD WOOD P A WO 2 !MAX.) \ARPET TILE/ ARBLE \Lj WNDOW - TYPICAL --'��- ---� I/4' SEALANT AND FIXED GLAD WOOD MAX. �_r WINDOW - TYPICAL I BACKER ROD SEALANT ANDL�Z7-77-T.4a� .Y! ::: EXTERIOR ::: ... BACKER ROD •::. ::. MAX- /i WIT�1DD AD WOOD DAL CLAD WOOD DOOR - EXTERIOR TRESHOLD SET SEE DOOR SCHEDULE IN MASTIC STUCCO _ STUCCO W/ BEAD EXTERI♦'J12 NTERI Fix- RIOF RIOR Cm W/ BEAD Cm SETTING BED 1O JAMB - CMU 2HEAD O w 3O o R TRAN130M O6 JAMB - CMU ® HANDICAP TFFiESHOLD T4 ' • ' • • : • 1 _ .• EXTERIOR L FIXED CL WINDOW - �IGAL STUCCO O/ GALV. h@TAL 3 V2' PRA-M WALL TERI �.•.'' •'. '. ., . i' GONG. BM. LINE LATH O/ BLDG. FELT MIR ON 5ro' EXT. PLYWOOD— 5/8. SEALANT 8HEATLING FIXED GLAD WOOD , ', ♦ ' "`' �`•� ' '. 5/B' Gm ere• GUM I x P.T. BLOCKING - t O/ Ix2 P.T. EXTERIOR EXTERIOR ALL EXTERIOR BALKER -� WIPmOW - TYPICAL --. .. . ' • AT Ib' O.C. ANCHOR TO GMU W/ . . DOOR DOOR LINE DOOR J45'POWER ACTUATED , PINS AT V O.C. +� SEALANT AND "��'•., 1 , O EXTERIOR INTE I EXTERIOR INT RIOR METAL BACKER ROD ' ..: • �' •, i THRESHOLD FLASH'G AND SLOPE CNTR FLASH'G FLASHING _ STUCCO :•::• S y JAMB B DING SEALANT AND EXTENSION sEALANT AND TRESHOLD T SIDEWALK ND TRESHOLD S T EI�D GLAD WOOD BACKER ROD _-___ �� BACKER ROD IN MASTIC TOP OF SL B IN MASTIC IL04DOIU _ TYPICAL JAMB CONCRETE TILE / A LE W/ BEAD TO BE FL W/ BEAD ............ •• FLASHING EkiEN810N RAISED SEAM ALUM. ROOF STUCCO 3 IIV FRAME WALL -.. ... .... ..... ... FIXED CLAD UIOOD--_ , • " . 'i; r wlNDaw - TYPICAL SIDEWALK BLDG. SIDEWALK BLDG. ANCHOR TO crxJ w 5/8• GLLB _ EXTERIOR INTERIOR f45' l ACTUAT® ---- it CONC. SLAB GONG. SLAB PINS AT 9' Or_G 5/8' WB EXTERIOR IN 2 SETTING BED -- ---- O/ Ix2 P.T. ... .... - ..-_ AT IV O.G. 7.7 O7 SILL - CLERESTORIY O HEAD - CLERESTORY 9OSLL- CMU O HEAD - CMU O T2 O WINDOW DETAILS DOOR THRESHOLDS WINDOW TYPE ELEVATIONS / WINDOW DETAILS / DOOR THRESHOLDS / PARTITION TYPES I W V! / a O � 0 L Z D i J LL Ow U m 0 Z J o U� ■ Q N R■ Z V O W U" a J DRAM JRC DATE CTNA.6"'Ft 1995 SCALE VARIES JOB ■D. SWET A 6.12 1 1/2, L 3 In' CONCRETE BEAM 5' x 9' x 3/8' CAP PLATE - SHIM FOR SNUG FIT 5' x 3' 1/4' T.S. COLUMN HEAD MEAD JAMB (SM.) v M1 SLOPE SILL E .'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .................. .. .................................... �• ..•.•......•.•.... .............. •�•••••••••••'•'•'•'•'•'•'•'•�. DETAIL �= • •�•••••�•• '•••',••',•,••'.',•,•••,•,•,•...CLERESTORY .'.................AnM.'i'.'.'.'.'.'. .-.-.'.'. 13 FURRED WALL REFER TO 1/4' BLDG. SECTION, SH. A-5.12 5/5, GLIB O/ — 3 1/2' - 26 GA-, LIGHT GAUGE METAL FRAMING CONCRETE I I I 3/4' SQ. ALUM. I I I SCREEN I 1 1/4' SQ. ALUM. TUBULAR FRAME - ( ANCHOR at JAMBS AND HEAD ONLY ) STUCCO FINISH Cl'1U 1 1/4' SQ. TUBULAR FRAME - WELDED l GRIND S 3/4' SQ. ALUM. xi kl- 0 M.O. CART STORAGE CG 3/4' SQ. ALUM E 'v v 'Z' CLOSURE RAISED SEAM ALUM. ROOF 30 Y ASPHALT SATURATED FELT CAP FLASH FLASH RAISED SEAM, ALUM, ROOF 30 • ASPHALT SATURATED FELIT T 4 G WOOD SHEATHING OR 5/8' PLYWDSHEAT'G W/ EXT. GLUE \ DRIP FLASHI SEALAN Ix3P. 5/8' PL WD.SHEAT SUBMIT SHOP NAILER SUBMIT SHOP W/ EXT. SLUE DRAWINGS - DRAWINGS FOR REVIEW FOR REVIEW 80 PEAK CAP - METAL ROOF 40 DRIP EAVE - METAL ROOF 3/4' O CART STORAGE AA DETAIL ORNAMENTAL GRILL - CART STORAGE BLDG. and TOWER 7O /i METAL I // ANGLE ...... ........ I / / C8 x 11.5 /. L4'x4'xl/4'x 6' i _LIP ANGLE WELDED TO BENT W/ (2Y 5/8' BOLTS SO-CHANN i i i 5/8' BOLT W/ WASHER % at 16' O.C. pETAIL 5/8, GWB 3 1/2' 2(o GA., LIGHT GAUGE METAL FRAMING METAL ANGLE O HIGH PARTITION AT PRO SHOP CA HIER 5" GONC. SLAB CzROUT BRICK WITH WWF 6Co/1414 PAVER X X� —6 x11 3' x 5' x I/4' T5. _ UM 5' - I - DETAIL - PLANTER EDGE 3/8' BASE PLATE 5" CONC. SLAB BRICK W/ (1) 3/4' EXP W18x40 WELDED BENT r+) ANCHOR EA. SIDE WET; -I WWF 6(0/1414 PAVER8'-0* AFF — ( 3' EMBEDMENT ) PROVIDE 3' RECESS GROUT INTO CONC. SLAB CAP PLATE - SIMILAR X X X X PLAN — — x OVERLAP MESH _IIII I I I 10 DETAIL - BRICK P 1VER ( g R JAMB -DETAIL Y . 1'-0.1 DETAILS: 3 1/2' - I6 GA. LIGHT GAUGE METAL FRAMING at 16' O.G. SUSPENDED FROM STEEL CHANNEL 5/8' GWB l TYP. ) 1/2' PLYWD. SHEATH'G NOTE ALSO REFER TO BUILDING SECTION ON SH. A-5.12 AND TO PLAN, SH. A-4.12 SUSPENDED WALL / SHELF OVER BAR ALUM. ROOF 30 • ASPHALT SATURATED FELT T t G WOOD SHEATHING OR 5/8' PLYWD.SHEAT W/ EXT. GLUE DRIP / FLASHING 1 x 3 P.T. NAILER SUBMIT SHOP DRAWINGS FOR REVIEW GABLE END - METAL ROOF STUCCO FINISH RAISED SEAM ALUM, ROOF 30 • ASPHALT SATURATED FELT 5/8' PLYW'D SHEAT'G W/ EXT. GLUE FLASH AND COUNTER FLAB AT RAKE WALL RAISED SEAM ALUM. ROOF 30 • ASPHALT SATURATED FELT 5/8' PLYWD.SHEAT'G W/ EXT. GLUE O RAISED SEAM ALUM. ROOF 30 • ASPHALT SATURATED FELT 5/8' PLYWDSHEAT'G W/ EXT. GLUE RIDGE FLASH'G 'Z' CLOSURE SEALANT SUBMIT SHOP DRAWINGS FOR REVIEW RIDGE - METAL ROOF VALLEY FLASHING CLIPS SUBMIT SHOP SUBMIT SHOP DRAWINGS - DRAWINGS FOR REVIEW FOR REVIEW 06 RAKE WALL - METAL ROOF 2O VALLEY FLASHING - METAL ROOF CLERESTORY WINDOW ALUM. LOUVERED CAP SEALANT SLOPE ANTIQUE FINISH C 4 SIDES) FLASH AND E- FOR LITE COUNTER FLASH 2 X 4 BLKG.—--- i ANTIQUE I ALUM. SLEEVE ^ SSQ.ETUBE xPIPE I I 0 O GONG. FTG. 4" AS REQ'D IIII I I / 1 SUBMIT SHOP DRAWINGS - FOR REVIEW I I U DETf 11- - LIGHT BOLLARD O RAISED SEAM ALUM. ROOF 30 • ASPHALT SATURATED FELT 'Z' CLOSURE IIII FOR REVIEW SEALANT 5/8' PLYWDSHE T' W/ EXT. GLUE PITCH BREAK - METAL ROOF REVISIONS BY 14 L; �k- W a o /� �/ �/� O LL W O� O p Z J O U� Q V! • Z OW U U• aN J P DRAWN JRC DATE 9 IY1dRC hl 1995 •GALE VARIES ,ro• No. eNeer A 1 6.3.1 5 `r ROOF BEARING AFF. HEAD HEIGHT 19'-0' AFF. SILL HEIGHT 4 iz ocr 113 1 0A 1/4' STEEL PLATE WELDED TO STEEL 5/8' DI BENT T11 LT 6x6 SLOTTED - AT END FOR THRU-BOLT BOTT. FL OF WI8 7C DETAIL 8O KET REFERENCE SECTION 12 RAISED SEAM ALUM. ROOF O(/' 30 • ASPHALT SATURATED FELT 3E� NOMINAL 1 x 6 T 4 G WOOD SHEATHING TAPER END OF RAFTER DRIP 4 x 10 FLASHING WD. BEAM ROOF SPRING POINT I x 3 P.T. ROOF, NAILER POINT in, REFER TO 4 x DOUBL STRUCTURAL DWG. BRAG T - S-52.1 SEE PLA S ( 1 1/2' SP ER �6 TYPICAL EAVE / FASCIA �0 1/2' 0 ' :SEE 4 x 4 DWD. BRAATCOLUMN PLAN ) 1 1/2' SPACER BETW. REFER TO REFER TO STRUCTURAL DWG. STRUCTURAL DWG. 5-52.1 5-52,1 FOR MOUNTI FOR MOUNTING OF WOOD B S WOOD BRACKETS O5 BRACKET DETAIL AT CLERE3TCW O `:4 DETAILS: 12 �I100 6' STEEL C PURL Ipl -1 STRING` L • GWB Ib w 7A STEEL BENT 6 2 x 12 NAILER 5/8, GLIB O/ STEEL BENT 0' 11/2' FURR OUT C AT APEX OF6 x6 6 x 6 IS W FU %A BOTT. N/ ILER/ 22'-1' AFF ROOF BEARING W 18 STEEL BENT w/ GUI WRAP FALSE BM. // // —/_ I' REVEAL 1A i 1/2' CUBE PENDANT 18 6 - THRU BOLT ANCHOR & 1/2' CUBE PENDANT TO FALSE BM. ABV. - THRU BOLT - WELD TO WI8 STEEL BENT 6 x 6 WD. ARCH CUT FROM 6 x 12 STOCK m 9 5/8' DECORATIVE STEEL TIE ROD W/ ANTIQUE FINISH m s v 1C LINE OF ,7 SOFF I T 2 x 4 END BLKG 5/8' GWB FINISH 5/8' DECORATIVE STEEL TIE ROD W/ ANTIQUE FINISH M _� I 2 x 4 SPACER SPLICE DECORATIVE :y I , JOINT GAP I I/2 4 / 1 m l'-6 I'-6' 6 R' s 6 1/4' WOOD CUBE PENDANT 6 x DECORATIVE `9 \\ — U CAP / SHOP DLUG5. TO FOR B� I SUBMITTEG FOR REVIEW x 12'-3 1/4' AFF 6 I/2' 1 5/8' DECORATIVE U 7B STEEL TIE ROD W/ ANTIQUE FINISH - _ - =-ARCH SPRING PT. DETAIL TREAD WOOD GUB 4x4 AT I -------- — --- EA.FALSE ion COLUMN p 6 1/4' WOOD CUBE PENDANT 1/2' PLYWOOD - ROUND I/2' DIAM. ,1 u GUT ON STRAIGHT FACE DOWELL DECORATIVE 10'-3' AFF CE L. HT. n THRU BOLT - ANGH. TO CAP 4x4 POST 2 - 1/4' BENT PLYWOOD - - LAYERS ON ARCHED FACE T ARCH NOTE 7r7 PL-WOOD BOXED ARCH IS ACCEPTABLE IF SHOP DRUGS. SUBMITTED AND APPROVED BY ACHITECT BANQUET RM. SECTION - KING POST 3O SECTION - CLUBHOUSE WOOD ARCH 3/4' = 1'-0' ELEV. Ca) 10'-0' AFF 9'-6' AFF I '. HEAD HEIGHT m 4 x 4 DOUBLE- WD. BRACKET AT COLUMNS( SEE PLAN ) 1 1/2' SPACER BETW.NX �V. (�) 1'-2' AFF 1 6'_0• AFF 5'-0' BRACKET DEjrAlL 0 �O� O I TRIM - BY OTHERS IREVEAL I TRIM - BY OTHERS 1' REVEAL, 2) LAYERS 5/5, GwB �.1 COLUMN CAPITOL ELEVATICIN 2) LAYERS 5/0' GWB 3/4' GYP. BD. REVEAL �h \ LIGHT GA. METAL STUD FRAMING O COLUMN CAPITOL PLAN DETAIL 12' i LIGHT GA. METAL STUD FRAMING O COLUMN CAPITOL PLAN DETAIL 2) LAYERS 5/8' Glls II 1/8' SPACER '^ m - m n i 6 1/2' CUBE PENDANT W/ DECORATIVE GAP 1R' THRU BOLT DOWELL 1C DETAIL - PENDANT and TIE ROD 2 x 12 NAILE TOP and B, 1' SPACER 1/2' THRU IN WELD TO WI TYP. - Fi 1/2 PENDANT 2 x SPA TYF PEN W 18 STEEL BENT 3/4' GYP, BD REVEAL 5/8' GWB WRAP 5/8' GWB FINISH DETAIL - STEEL BENT WRAP 1� DETAIL - FALSE BEAM at CEIL'G IZ2, - 1 -0 FALSE COLUNM -CLUBHOUSE 1O CLUBHOUSE DETAILS - WOOD ARCH ISSES 'EAM MINOR mummer*) REVISIONS BY 14 c {x�_>sr 19U5 o �v/w/'ir — I LL LU 0D M O W Q Z J o U� aN • Z O U U� a J N DM1NN JRC DATE {4 1 S, VARIES JOB NO. SHEET A 6.3. 2 P-� iA I"16' - I I' -2' F EVISIONs JBY 3'_I0• 5'_5ae' '-m' 3' Am7CH LINE m C ---------- �•ym// F 20 / SEE 5HT. • 53.12 FOR WALKWAY I COLS < FOOTINGS L _J _� 7 C' F5-0 O F5-0 O• I- 1 F-20 r--, F-2m r— -1 F-20 F-20 r , F-20 r F-20 r F-20 F-20 r _, r— 1 F-20 F-20 _ _ "�F f-t—I——T - - -----I-- - FL__J L__J LF3-0 L J L_ J L J I I 1 J L I I F5-0 F5-0 F5-0, \ F5-0 -0 F5-0 F3-0 � F3-0rI N O ry 73\ /3.0 -- ----- ---- I I �II J '- I 4 I I ° 0 �� u �j I�O I I um� I I I ILL Yp "D� /5 6'm PVC PIPE 3' BELOW TOP `� \ -- -- �— --- */ 0 0' UI Lzsv �ca1ti OF SLAB W/ 3' MIN. GONG. COVER \ ° 2I I 0 21 I `0 2' 6' Q 3 -A ' , w 7 OI i (SEE ARGH'L FOR LOCATION) GJ un Q 0 CJ } GJ 0 CJ 3� a� �'_0• 1'_0• I I m Gil t n SLOG. J 2 (TYP) 2• �j ( I e --1 I -- I IN I LLI / _ I F-I6 F4-0 i I � GJ rym / / 16 F 16 SLOPE TO DRAIN SEE ARCH'L PLANS b' WIDE x 4' HIGH / CONCRETE CURB /3 I aI I12' *'-6 3/4' ro 1/4' F3-0 9 r I N ` 15 L / GJ /7 / 1 I. I 0I•I /3 I I I u I'_0• I - J 30'_4• L 4-0 F4-0.1 . g O I L,•rJ LI•r, I al I I I �'-JN�L�F I I 1 6 ] 14 0 _ F4 0�1 L(b) L,•ri I el I I I I I I I I II�F4 m F4-0 jl • I C J I �/ rI +— I I I I I al t I I I I I• I /3 J 1< -�F_20 ----- 13 \ ob / '-4' MF-I6 o I r ,6 \ \ \ L1 I 4' LOAD BEARINGI I J /3 3 9I I I iI i STUD WALLS / oilI I r OII , I I O I I I 1< / F5-0 . I I F5 0 FS-m F F5-0 t 5-0 F4 m F5-0 _ r l r---� r--� r--� r- r-- _ J L- ----I - - -- _.r p 2 L--•J F'20L— •J -20L--•J F-20 —---F-20 L—F 0 B 0 J F-2m--- — F_20 L— `—J F 20 L----7I F-2m L--J F-zmL J O O m I I I I0' 12'-2' 10' a0 361? I- V-41 L 9 -0 L - - 5'-0' L 9'-0' ll 13'-31 12'-2' 13'-3' 9'-0• 9'-m• TYP. 'TE' AT EDGES OF WALKWAYS — I • 5 VERT. IN CONCRETED FILLED ENCELLS TO r-- BEAM ABOVE. TYPICAL t I AT ALL FULL OPENINGS OPENING i - • I OPENING m I I L-------I GROUND FLOG OO R FOO UNDD ATIOO N PLwN 0 13'-2' FOL1N1�14 T/ON s C.•x1;�,OLINL';) FL ODD PL ,-41\( I. GROUND FLOOR SHALL BE 4' CONCRETE SLAB WITH 6x6 W1.4 x WIA WWF, ON A 6 MIL WATERPROOF MEMBRANE OVER TERMITE TREATED WELL COMPACTED FILL EXCEPT WHERE NOTED. 2. ELEVATION OF BOTT. OF FOOTINGS SHALL BE -I'-6' (MINIMUM) UNDER FINISHED GRADE, EXCEPT WHERE NOTED OTHERWISE. (SEE SYMBOL LEGEND) 3. CENTERLINE5 OF FOOTINGS SHALL COINCIDE WITH CENTERLINES OF COLUMNS FOR PAD FOOTINGS AND CENTERLINES OF WALLS FOR STRIP FOOTINGS EXCEPT WHERE NOTED OTHERWISE. 4. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 POUNDS PER 50, FT. 5. 5EE TYPICAL CONTROL JOINT DETAIL FOR SLAB JOINT LOCATIONS J APPLICATIONS. b. ALL REINFORCED BLOCK WALLS SHALL HAVE n HORIZ. JOINT REINFORCING EVERY OTHER COURSE. T. ALL BLOCK CELLS BELOW GRADE SHALL BE FILLED W/ GROUT 8. 'TE' INDICATES Vx 8' THICKENED EDGE W/ 105 CONTINUOUS 9. SEE SOIL5 REPORT BY 'DUNKLEBURGER ENGINEERING J TEST, INC., PORT STLUCIE, FL. CLU min = HOUSE / : ANQUET ROOMS / PAVILION 1/: L 4-0 F4-0.1 . g O I L,•rJ LI•r, I al I I I �'-JN�L�F I I 1 6 ] 14 0 _ F4 0�1 L(b) L,•ri I el I I I I I I I I II�F4 m F4-0 jl • I C J I �/ rI +— I I I I I al t I I I I I• I /3 J 1< -�F_20 ----- 13 \ ob / '-4' MF-I6 o I r ,6 \ \ \ L1 I 4' LOAD BEARINGI I J /3 3 9I I I iI i STUD WALLS / oilI I r OII , I I O I I I 1< / F5-0 . I I F5 0 FS-m F F5-0 t 5-0 F4 m F5-0 _ r l r---� r--� r--� r- r-- _ J L- ----I - - -- _.r p 2 L--•J F'20L— •J -20L--•J F-20 —---F-20 L—F 0 B 0 J F-2m--- — F_20 L— `—J F 20 L----7I F-2m L--J F-zmL J O O m I I I I0' 12'-2' 10' a0 361? I- V-41 L 9 -0 L - - 5'-0' L 9'-0' ll 13'-31 12'-2' 13'-3' 9'-0• 9'-m• TYP. 'TE' AT EDGES OF WALKWAYS — I • 5 VERT. IN CONCRETED FILLED ENCELLS TO r-- BEAM ABOVE. TYPICAL t I AT ALL FULL OPENINGS OPENING i - • I OPENING m I I L-------I GROUND FLOG OO R FOO UNDD ATIOO N PLwN 0 13'-2' FOL1N1�14 T/ON s C.•x1;�,OLINL';) FL ODD PL ,-41\( I. GROUND FLOOR SHALL BE 4' CONCRETE SLAB WITH 6x6 W1.4 x WIA WWF, ON A 6 MIL WATERPROOF MEMBRANE OVER TERMITE TREATED WELL COMPACTED FILL EXCEPT WHERE NOTED. 2. ELEVATION OF BOTT. OF FOOTINGS SHALL BE -I'-6' (MINIMUM) UNDER FINISHED GRADE, EXCEPT WHERE NOTED OTHERWISE. (SEE SYMBOL LEGEND) 3. CENTERLINE5 OF FOOTINGS SHALL COINCIDE WITH CENTERLINES OF COLUMNS FOR PAD FOOTINGS AND CENTERLINES OF WALLS FOR STRIP FOOTINGS EXCEPT WHERE NOTED OTHERWISE. 4. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 POUNDS PER 50, FT. 5. 5EE TYPICAL CONTROL JOINT DETAIL FOR SLAB JOINT LOCATIONS J APPLICATIONS. b. ALL REINFORCED BLOCK WALLS SHALL HAVE n HORIZ. JOINT REINFORCING EVERY OTHER COURSE. T. ALL BLOCK CELLS BELOW GRADE SHALL BE FILLED W/ GROUT 8. 'TE' INDICATES Vx 8' THICKENED EDGE W/ 105 CONTINUOUS 9. SEE SOIL5 REPORT BY 'DUNKLEBURGER ENGINEERING J TEST, INC., PORT STLUCIE, FL. CLU min = HOUSE / : ANQUET ROOMS / PAVILION 1/: '-4' MF-I6 o I r ,6 \ \ \ L1 I 4' LOAD BEARINGI I J /3 3 9I I I iI i STUD WALLS / oilI I r OII , I I O I I I 1< / F5-0 . I I F5 0 FS-m F F5-0 t 5-0 F4 m F5-0 _ r l r---� r--� r--� r- r-- _ J L- ----I - - -- _.r p 2 L--•J F'20L— •J -20L--•J F-20 —---F-20 L—F 0 B 0 J F-2m--- — F_20 L— `—J F 20 L----7I F-2m L--J F-zmL J O O m I I I I0' 12'-2' 10' a0 361? I- V-41 L 9 -0 L - - 5'-0' L 9'-0' ll 13'-31 12'-2' 13'-3' 9'-0• 9'-m• TYP. 'TE' AT EDGES OF WALKWAYS — I • 5 VERT. IN CONCRETED FILLED ENCELLS TO r-- BEAM ABOVE. TYPICAL t I AT ALL FULL OPENINGS OPENING i - • I OPENING m I I L-------I GROUND FLOG OO R FOO UNDD ATIOO N PLwN 0 13'-2' FOL1N1�14 T/ON s C.•x1;�,OLINL';) FL ODD PL ,-41\( I. GROUND FLOOR SHALL BE 4' CONCRETE SLAB WITH 6x6 W1.4 x WIA WWF, ON A 6 MIL WATERPROOF MEMBRANE OVER TERMITE TREATED WELL COMPACTED FILL EXCEPT WHERE NOTED. 2. ELEVATION OF BOTT. OF FOOTINGS SHALL BE -I'-6' (MINIMUM) UNDER FINISHED GRADE, EXCEPT WHERE NOTED OTHERWISE. (SEE SYMBOL LEGEND) 3. CENTERLINE5 OF FOOTINGS SHALL COINCIDE WITH CENTERLINES OF COLUMNS FOR PAD FOOTINGS AND CENTERLINES OF WALLS FOR STRIP FOOTINGS EXCEPT WHERE NOTED OTHERWISE. 4. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 POUNDS PER 50, FT. 5. 5EE TYPICAL CONTROL JOINT DETAIL FOR SLAB JOINT LOCATIONS J APPLICATIONS. b. ALL REINFORCED BLOCK WALLS SHALL HAVE n HORIZ. JOINT REINFORCING EVERY OTHER COURSE. T. ALL BLOCK CELLS BELOW GRADE SHALL BE FILLED W/ GROUT 8. 'TE' INDICATES Vx 8' THICKENED EDGE W/ 105 CONTINUOUS 9. SEE SOIL5 REPORT BY 'DUNKLEBURGER ENGINEERING J TEST, INC., PORT STLUCIE, FL. CLU min = HOUSE / : ANQUET ROOMS / PAVILION 1/: ( S^400 �(4 2 W00 Sn x - 4' i 10 _' yj J in 02 Wo xn WW O U Z � `i rvn � � b h o q � � j Kl q Q 0 a W e a 9 (/" 0 0 U� o LL O MOO no p Q p� D v0 O p � J rot, 0 DRAWN DATE , Mr+IKG}j1996 SCALE JOB NO. SHIFT �p Llp� WD. 4 x 12 BEAM AT PEAK- SEE � WD. 4 x 10 BEAM SECT. 'A', 6521 SECT. 'B', 5521 WI0 x A (+21'-I�2' 0 '' TYPICAL PERIMETER _ BEAM TYPICAL SPLICE CTYP) ab\ .— \\ l� ,— -- — -- ---- k — -- / 4to rw / Q SEE ARCH'L Dl CG'5 FOR 6LOPIN63' RAISED CEILING AREA. INTERUPT TRUSS BOTT. CHORDS AS NEEDED 5 _g lip' 9'_0• g _0• g,_0. 13'-2' 8'-2' CL UBI-IOUS5 LE VEL Ie00lc F>e,41'9/IVY f=L,41V NOTE: ROOF IS SYMMETRICAL ABOUT CENTERLINES PARTIAL RO©n PLAN WD. 3x8 RAFTERS AT 2'-0' C/C 3 PRE-ENGINEERED WOOD ROOF TRUSSES AT 2'-0' G/C MAX. 26' 4' 4 j W,o / W Z STE SEE L BENTS BELOW CLUBHOUSE ROOF 1 PL� , 5HT. 534.1 W W J J I O Nl 11: I c t1. (+24' Of) 3 I I ?? 14'-0' G/G W10x15 4 COL.03 l'-1' 14'-2' / WD. 4 x 10 EEAM (TYP) - GI �- 3/4' PLATE — +53 x 9 X x GI G3 LEVEL +29'-4' TOP/STL. +42'+0' C2 +34' 0' VERIFY W/ ARCH. 1' 211/2 +29' 4' 9 C2 I COL. II G2 2 %2 C2 B3 B�l C 21 �� v LEVEL +42'-0' TOP/STL. 4'-8' TYP GI 1X7 i�4 1'-2'-� l4'=8' l �1'-2• LEVEL +53'-0' TOP/COL. 1 COL. ll / G3 TYP C2 C3 (8) I I inI Jill Jill lot lnl 0 AfA TC11 LINE — 8 — WD. 3x8 RAFTERS AT 2'-3' G/C 4x[2 B AM i T _7 T I e�o _,...- I I T cl a l6x6xbl* 0 1 B- II . II L LW �4x�15 AM = SEE 'TOWER 1g — 18 18 STEEL SYMBOLS' SGHED. BELOW L GIRDER TRUSSES AT ?T CENTERLINE OF GOLS. LEVEL +20'-10' TOP/GONG. 6xbx bAb (TYP) I 12 i i 4x4x'/4 (TYP) I ICI ^/sk I j1 -Ij I 9 In -_r nu Jill a, u f Jill e AfATLtf LINE — A jeoo� TOWER STEEL SYMBOLS CI = TSlxIx 1/4 C2= TStoxtox1/4 C3= T53x3x 1/4 E31 = TS1xIx 1/4 52= TSto x6 x5/16 B3= TS4x4x l/4 _ J 1 Fill EN r e r E Y,4 r/ON SCALE 1/4'- I L J I I I e 112 F---15-01 m I L _ _ J I TYP TE AT EDGES O I OF WALKWAYS I I e 12 F- L __J I I I a 12 r —1 —15 m� a� I I T I I I L J I 4'-0 5'-0' 5'-0' L-O e 18 Q TE-I r x — —�---------- F5-0 L e I I m I I I Ln F3 F5_0 F5-0 la L---, --------L I 1 8 0 TE-I _ 5-01 O a' 112 r '-� I I I a 5-01 m I I I I Ir I I I I e I L---J I SLOPE 3/4'in I 0 I I I I L I I e 5-01 m 12 r--� I I I ■ I I I---J ---� IL FOUN014 r/ON EN rje �I' rO�rE� DROP- OI�F / 5,4� VALET PL,4N6 SCALE l/B'- V-0' SEE 61-IT. • 5311 FOR NOTES 00 Q. ENVY TOWER / DROP-OFF / : AG VALET PLANS 1/899 a V� ir a LL Lu 2 V 00 �] U D D Q � �7 D z ®W U U nD IIL ~ N DRAWN DATE %41¢2C Ij �995 $DALE .ae No 8 0.1,2 REVISIONS 15 JIJNE 1995 BY K PX S BOLTS I STEEL COLUMN/FRAME BY METAL —- I -- .__---- 2l'-0' 20'-® 20'-0' - ---- 30 _3 I BUILDING MANUFACTURER. ----" — NOTE'--- ----- n n n r r n CONT. P.T. 2x. WOOD NAILER FA° IENED ------- - -�'---- _ I�i-- ------- -_- TO CONCRETE SLAB. VERIFY SIZE r II, --�jl� I WITH METAL BUILDING MANUFACTURER DASHED LINES INDICATE PROFILE OF PREF413RICAT'ED METAL BUILDINta , �, REFER TO DRLLl's5. BY METAL BUILDING Bl" OTHERS. ._--."__"..--.-n-- -- -- - - MANUFACTURER FOR ALL BOLT 51ZES ■� 'i AND LOGATIpIV —F4-110 �R EXTEND SLAB Pe7l1R� OVER FOGTINCsIFNF l�F I I. L=111T- Dll �' -,--- �-- I --Iwi HO 15)aSo'BARS EACH WA)- a BOTTOM. 1, J , , I � I I 1 LL I a � J � I%'�� I I 10, ! 4 m F l A'•a F- 1 A t I o ;_ _ SECTION: FOOTING "F-'i' F- 1 A PI 2 J � I SCj24� 1 i c k I I I' I O __.. _.. _.. STEEL COMANU FR MANUFACTURER R h?EL1L __..�_. _.; �_ •J• b , � I'� I .Q- , �� BUILDING MANUFAGPJRER. Flz Flz ' i I ----- '"`. WALK.LLAl ,r. n � q REFER f0 pFVA:xS. BY M1=TAL BUILDING 10, _ r c ' , 'ri - - _ MANUFACTURER FOR ALL BOLT SIZES 1 T rPIC AI_ � k" -AlAI E:L'Cat 9 I AND LOCATION W'�'----- - — —'------- -- — I 0 L chi ii I SLOPED FLOOR WITH FLOOR GRAINS. REFER TO ARCHITECTURAL DRLUSe. ((��,, T hI I I - + - ' _ _ _N (.: + - ,.+ r _ 4 -0 x 4 -0'x 12"D. CONCRETE FOOTING a� �, �{ I _ :..-.- . _" - WITH (°.) 5o BARS EACH WAY a BOTTOM. r d 1 ' �J I I 5 � m A o- 4 1 � T 1 _ i � , i F_i r7 F+2 F_S ** k F )4, Plu ,1 REFER TO PF IPYaS SUPPLIED BY METAL r I Ic. -�. in &.IILDIN6 MANUFACTURER FOR ALL STEEL � 1 ILL. F5-0 F5 0 COLUMN/FRAME 917f3 t CONNECTIONS. I-( I 1 h� � �' 1. G p/ i _ I t4 R S O I I f, OGA ("IONS I I to 12- 4 24 1 24 ` 3/4" . I'0" h' I O T I f i� Y I — 1 ' ." I�l� 4 S FOOTING •F 2" D j D3 C4'. J- - ' D2 li 1 _ FINFLRLA� 24 Q SECTION.r " II I i�� �lr I i' / I F-1 24 LL I I 24 u 1 m 1 I O EXTEND SLAB POUR OVER FO<>TIP P'6TE.5 al I I I QI I � _ 5UIL.DING MAIA)FAG URER MET ,L v I li i dl � FINFLRS A � A ' � -rcl I � � II � rl A -I__._ \ I,I 1 t 24 , _ ii i� it - 12" CMU1 EXTERIOR WALL. , c' �_ , 15 '. I I _ - - - - -- _1 i. F-24 e - ,�� �,,1 I @ 24 24 REFER TO URlIX�9 By MEI AL BUtLDINI: \. • F_yq. -� _ I ri r -- -- �% / `p i ;�I i' �i- - ---- - - M4NUFakaURER FOR ALL BOLT SIZE fi - Tipp ti 2 � -- --1 _- L - 1 � r - I / r,■dl AND 1_oc4nal. \ 13 13 F3_0 01 r� F 24 , '�. __ F3 _ _ _ F1 6 _ 1 ',/ i �'Ii /' ii _ - _ - - T'i PICAL IUALKl1JAl SLA:'9.. \ O - I � - `-`'I i rs-c�- 1- - "I - r ----- ----- I p '( i7YIGAL COr•iT. 12"D. x 24"W. GOIVGF'ETE t4,_4�1 _ i i I I rl II i fr - ---- FOOTING BE) CfID a CPLU. WALL. * i l i 'I ' I i SE� 15HT, 5312 FOR 11 LI�U.4Y - -----�`_----+I'---- / �� -- ---- -- --__.—'�e I. 1__ lB' 4" 9_QJn I YI _4^ L b FOOTN@�+I ----- I'�--------II4,------ 1 i -� - --� --------�{`—'-I(p "--- ----- blr .I{` 6!-I �. 21'-4 .4._''._-04, LI EACH WAY FOOTING 3'-I0T'fo -- - ----- �----- I-- ------ _..-------- _I ' Ir 1 Ir - WITH (5) °5o FtARS EAGFI UJAY a B0T7nM 2 O- F 71 q � J NC �7 91:-3:. 12: 2n 21 _4e L 5. 01: nlvt�: �oF ALL �v t{rt A,P>. 416 'h& MTIn bI.R�, HP9. '40F VFOI:514 • SECTION. FOOTING 'F-3• GROUND FLOOR & FOUNDATION PLAN GOLF CAR STORAGE / RESTROOMS 1/81F w h 4 'T a s z N 0 o h Y ti °r e s 0 W 0m ,■■1■1■ Q z 0 j ■ d Z OJ v � F CL U■ H O 0 0. DRAWN KPK. p DATE EI.AtE aD• eo. s�22 3.1.3 TYPICAL PERIMETER BEAMS UNLESS NOTED OTHERWISE: B-I (*13'-2'). TB-2 l.'1'-27 1 �ryn x 13 II x / / G8 11-5\ \\ r 9 \ Pj, All ' 18'-8' Mr -2' II III SEE SHT. 53.12 FOR CONTINUATION OF WALKWAY ROOF TYP. UJD. 3xs AT 2'-3' C/G I II P. WD. 4x10 r[, BEAM THRUOUT II II I11 III 0 I I ti Ihl INI INI • Ipl �\ II B_II III \ SIB I III 1 III 6 B I III i2 it T I B I IIII T,5,1412 III S-t III B I III Bww T—. 13 5 4S x 115 1 C8 x IIB C8 115 x 1 Cox 15 CB I�� C8 x 11 1 C8 x Ir MATCH LINE — A 4 TYP. AT W14 t WI6 BEAMS IT(La11 1 jam[ GS x 115 � i U �xIi I iI _v TYP. PEAK TYP. WDS 13 . 3x8LN` CONN. I 457 AT 2-3C/C Ot I(2) 2x10 LEDGER UY 3WU 5/8'A.B.'S • 24'C/C (TYPICAL) D 457 x T 10412'C/c N I X X 1 X 1 } TYP. 4 PLACES) u_ X X u//6 3 — H ��b X 2 Ix m l !9 l a LL 4' STUD WALLS BEARI — U 13 9 in1 3 3 I \� k �6 ` '--` m I I ON DBL CEILING JETS F A — TI 3 V i i i d� 2U (TYP) '� m Z j i 1 %;, 45 �\ 13 A -I � I I I2257 C8 x 115 1 _Ca x115 OBLJST, O O D6LJST. G8 x II 5 i x II 5 ( i I CS x 1I I � , , � � CS x IIS--Oii G8 II5 1 G8 x 115 1 C8 x II5 g _4. 5'_m' 9 -0' 9'-0' L 13'-3' L 13'-3' 9'-0' 9'-0' 9'-0' 9'-4- 3x8 AT 2 -0' C/C 18'-3' TYP. 4x4 BRACKETS THRUOUT (SEE DETJ TYP. WD. 3x8 AT 2'-3' C/C TYP. WD. 4x1O BEAM THRUOUT 4 TYP. AT WI2 W , W14 SEAMS 0 SHT.63,12 FOR UPPER T SEE SHEET 53.12 FOR UPPER ROOF IN /qD00F SCALE 1,4'- 292 OO F FRAMING P�001NS CLU: HOUg III SE / : ANQUET ROO OO MS / PA3/ILIOO N u a � n^ U )J IL_ A LL D z /f v w U C�D a J DRAWN DATE 01 IWW 2 qtH< 1995 SCALE 1/8' I'-0• JOB NO. SHEET u EXTER FACE I MASOr IWH TI 1 �I t==Fl,=®= --------- ---------- � TYPWD. 3x8 _--= I�AT 2'-3' fill LL1D. 4x12 ALL 'dal I N =c�gl II WOOD TRUSSES AT 2'-0' C/C - h OR SPACING OF 3x8 RAFTER'S I I ------------- ----- — -- — - -- — - _ - —- - --- -- ----- I I---�h I III � - 12_ __ 6 -- ------ I --------- ---- —--- ----------------- - - 1-�fjh -- --- I -III �I GOLF CAR STORAGEti III i —I_ PREFAB METAL BLDG. I - - 0 i FRAMIWG BY OTHERS Zw 1 � ❑1 T- TYPICAL NOM. 4x4 WOOD ROOF I}1 BRACKETS. REFER TO DETAILS I - SHEET A 63.2. 4 17i1 If \�\ � �y�i IIII i �C12 i III ll�r�j`�� I x1_1_ IIII a ID �_ II // � � \ I�— — —__-- jr TB-2 / ,L -y — 14- �' RAFTSTy'PICAL NOM. 3x8 D F —_ _—_,—_—_---_—_—_—_—_-- F _ _ _ _ _ R.�TER9.i'-3'O.C. 4---------------- jI� 'C �— * — I -LL\ II I WIn I� TB3 ,---- — -- 4+-1ig m 11 II 13 0 76 I i I lax// v I m 15 \I I I I // / _I Tex$ m✓a T15=2 \ \F ===aP1 m �1IlA* I\� \\ B'BI TBa2 21F1/3II/a Nm TB}2 IIIII I — 1 --- 412 AlA_ f T� `a�' /� `.r— rt= t= �.✓/i/ lil I I I I I lo�t�t— -�� I I I I I I I I I I III. I I I I l u\ �` /// \, %In 4 10 4�C1 1 III17- 9'-3I/2' 9'-0' 9'/; III III i Ip 3'-10�fe' ROOF FRAMING PLAN J. � II Y� ' ' 1. 6'-10' �I'-10' �21'-4' h I I I II II I h 9l'-3' III 12 2' I 21'-4. C' III III TYPICAL NOM. 3x8 WOOD ROOF I II II I SEE 544T.0 $3.12 FOR RAFTERS .2'-3'OZ. I��===° DLUAL <WAY NOTE III I I REFER TO SH. A-343 I II II I FOR ADDITIONAL DIMENSIONS LOCATING ALL EXPOSED 3x8 WOOD ROOF RAFTERS CART STOAGE SLOG. 2 SECTION pg. WD. FRAME WALL OUTLINE OF MASONRY WALL AND CONCRETE COLUMNS BELOW TYPICAL NOM. 3x8 WOOD ROOF RAFTERS • 2'-3' O.G. r------- - r� 5 � UPPER ROOF PLAN at RE5TRooM6 ' AdfATC" LI/VAR' B REVISIONS BY 14 AUGUST 1995 c. 1y o ^ vtf x U1�`x Y C a p po � z' oa 0 nn I"I Un n n x na W 'V^J H O ` O LL W 02 M W 0 � J O U0 0 . a: VJ ILI d Z 0 U 7 J F OD I'_ fr a DRAM DATE 9 MARCH 1595 _ SCAN 1/&' • I'.0, " ND. '3322 ;v 1/87 j L 3.4.3 ,2� . / / WIO x 19 m WD. 4x10 BEAM WD. 4x4 BFtAC<ET (SEE DETAILS THIS SHEE ) STU COLUMN OSTEEL AT EACH ETEEL F E -- 12 / o / —� i �� i i G / o / o � / / / WIS x 40 WELDED BENTS AT 9'-O' C/C D WE). 2,x6 ® 2'-0' C/C / 0 12'x 12' COLUMNS / 0 AT 5'-O' C/C r i / v WD. 3x8 RAFTERS / AT 2'-3' C/C (SEE PLAN) ° �o i v G i B-1 ti 3 / WD. BE CONT.T. WD. 4x4 BRACKETS l2I AT COLUMNS'(SEE PLAN)L TB-2 5' - O' 8'x 8' THICKENED EDGE W/ 1 • 5 CONTINUOUS SLOPE 1' 74—III— ` __ I —I 11V I I�• — I I —I _1 1 1-1 11-1 I I= 11-1 1 1= a PREFORMED EXPANSION I' 4' CONCRETE NOTE 01 , SHT. 4 v 4° ° 4° 4 4 ° ° IC JAL 3 - SEE 1/2' WELDE PL3/4Xlli W/(2) 3/4'x 1 SECTIO COLUMN • PL 3/4 x 1112'x W/(2) 3i4'x &' FL AN COLUMN • 6 0 SSEC�TOCo N: CLP �IOo MN�� WALL SECTIOON� OL 26'-9 3/4' FULL PENETRATION (VERIFY) WELD THRUOUT 3%' PL WELDED TO CL OF BEAM ff.1 ENT 1/2'4, THRU-BOLTS (W/ WASHERS) B BRACKET TO BEAM AND RAFTER TO BEAM CONNECTIONS ,2 Fv (2) 5/8'0 EXPANSION BOLTS IN ANGLE L6x4x5/16, 82'LONG ^ 30= I .IIL I I WD. 4x10 BEAM \ CONT. 4 x 4 BRACKET (2) W/1112'0 RECESSED BOLTS 5/8'0 EXP. BOLT IN� EACH VERTICAL v - ru FACE OF 12'x 12' COLUMN L&x4x5/16, 8112, LONG -v a 1 I/2 4 x 4 BRACKET (2) -�� (2) 5/8'0 EXPANSION BOLTS IN ANGLE - —� SECTION 'A' SCALE I' = i'-0' 4 x 4 5RACI4 1/2' EXPANE VERTICALS SECTION '8' SCALE 1' = I'-0' O2 TYG'PC� ° L BRACm/,-E T DE TA L 3/4 99 a 0 w LL O V ro L U D pC Q ~ D z (f v ® w U n D Ua J W DRAWN DATE 9 MARGH nee SCALE 3/4' . I'-0' JOS NO. MEET +29'-24 x 4 SUPPORT POST 4 x 12 WOOD BEAM AT 4 x 12 WOOD BEAM AT rT.OBM. T.O.TRUSS SPIKED !BETWEEN PEAK CENTERLINE PEAK CENTERLINE TRUSSE BEYOND 5/8'THRU-50LTS (6 MIN.) h +29'-4' (PEAK) — +29� '_4• (PEAK) • I-- Li -r — ii . I II II I I I II II I I -I II I I ofl - II ° I ° 36' GIRDER TRUSS ON EACH SIDE OF I � � coL. O 36' GIRDER TRUSS _ 3 x 12 WD, BEAM C�4 SIDE OF --- --- A 3 2WD, BEAM I i I O +24'-3 3j4' _ — _ — — �. COL. z BEYOND SADDLE t ANCHOR AT �. C —\` ` —j EACH TRUSS +24'-0' �— 5-3 BEYOND L I y • I I I L_ 4 x 10 BEAM I I I � � �_ savor BEAM NEAR Y �. -I I- -- L -� " WI0xl5 " WI0xl9 LI I 3 I COL. O ;A522 SCCTMM. LOBBY ROOF / 1 2x4PTPLATE W/ +13 -2 j 1/2' BOLTS 6 36' C/C 4 x 12 WOOD BEAM BOLTED — / •. + I EACH RAFTER T R +29'-4' (PEAK) AT PEAK CENTERLINE 4 x 4 SUPPORT POST / • • COL. O BE I OND / \ SPIKEDS SBETWEEN 12 WD. 3 x 8 RAFTERS II •a • \ AT 2'-0' C/C SEE SHT. 552.1 FOR BRACKET t BEAM DETAILS 4 x 6 x 3a, 8' LG. W/ +� g'-6' I •o • +13'-2' +2_� �O -� g4 BOLTS IN SIN Y 36' GIRDER TRUSS \ t l2) 5%'m BOLTS IN ON EACH SIDE OF 3 x 12 WE), BEAM \ REDHEAD' ANCHORS \ IN COLUMN \ 4x 10 BEAM COL. 6 i COL. O \ BEYOND OL +24'-3 3/4' \ COL. BEYOND +24'-0'--- \ Y � \ IN I B3 \ 4' CONG. SLAB - SEE COL. O BEYOND \ NOTE " 1, SHT. 083.1.1 \ SLOPE 1js' CENTERLINE OF LOBBY ENTRANCE =_I 1' I, 11=1 I I —III —III —III --I 1 I I I —III —I I I I I-1=1 I I —III WD. 4 x 10 CONT. III, �I i t _III _III--III=1 I -III= ;I�--I I ICI 11=1 I I m 4 x 4 BRACKET - SEE SHT" 5521 FOR DETAILS ' I O1 SCECTMN.- CLUBHOUSE MSC ENTRANCE E LBBY 0 SECTION: LOBBY ROOF WALL SEC TMNS 3/4 / 99 R a V � w O � O j L�J\J� Cl/(7� z o'J D C Z o i U L� a w DRAWN DATE 9 MARCH 1995 SCALE 3/4' . I'-0' .roe No. a 5.2,2 REVISIONS By 14 AUGUST 1995 n M c mi a O �^ U II n z O iL 02 U 00 Z V D a: Q o ®W U O U PA, J ~ Go DRAWN DATE 9 MARGN 1995 SCALE 3/4' . P-O' JOB NO. SHEET REVISIONS JBY 14 AU6U�-5 II' PL Vx 8'x II', EACH SIDE B WITH (4) 3/4' THRU-BOLTS PL 3,g'x 8'x II', EACH SIDE �— WD. 4 x 10 RIDGE BEAM WITH (4) 3/4' THRU-BOLTS 1 '1)' 4' 4' 1 iz' WD. 4 x 10 RIDGE BEAM WD. 4 x 10 RIDGE BEAM SPLICE AT CL COLUMN C� 2 ii , pia n I IIII IWD. 3 x 8 RAFTERS 2'-3'C/C WD. 4 x 10 RIDGE BEAM O m L 4 x 4 x 1/4, 6'LG. WITH 3/4' THRU-BOLTS WD. 3 x 8 RAFTERS m 2'-3'G/G COLUMN COLUMN L 4 x4 x 1/4, 6' LG. W/l/a' CAP PL W/ii7• CAP PL ^./s/� i3Loer, 1'4 I I I I I T �— TYP. RAFTER SPACING YP. RAFTER SPACING SECTM `A` 5GCTION IB �2) RHDD CCU BEAM CONNECTON 11/2' = l'- 0' 3 [RAFTER TOO RaDD G E CREAM COo NN. 11/2' .1,_ SEE DEL • 2 t 3 1 I COLUMN 12 T.O. RIDGE BEAM 4 x 4 BRACKET (2) ' d) 6w' (2) PL'S 3/6'x 6'x 8' W/ 16 1/2' (2) PL'S 3/9'x 6'x 8' W/ w 13/, (2J 5%'4 THRU-BOLTS g ,4 p � � �, � (2) % 9 THRU-BOLTS t U 34- SPACER PL. PROVIDE I MINIMUM RECESS TO BOLT Z 3V SPACER PL, HEADS IN WOOD F I/2'm THRU-BOLTS (W/ WASHERS) AT EACH BRACKET TO BEAM t RAFTER TO BEAM CONNECTION II SEE DET. • 4 I I I I I -- — COLUMN 12 ARCH'LFINISH-i1dooTdg�"- SEC ICI FI(L OlGage. WD. 4xl(D BEAM S CONT.- _ 4 x 4 BRACKET (2)� W/'%'4+ RECESSED BOLTS 14, o o a Sl o 0 4 x 4 BRACKET (2) SEE DET. • 5 -COLUMN 12 12'41 COVER, SEE ARCH'L> IL�/ L 40�� 15odoTdP�E1- a 4 x 4 BRACKET (2) 1/4' STL.SIDE PLATES - I �— / 6 1/2' STLPLATE INTO COLUMN CONCRETE 12 W Isy / (3) %10 THRU-BOLTS I _ U DB ^ILA Gi ,. C B _ 6'-834' fib' SPACER PL. L 3 - 5/8, DIAM. WOOD BRACKET _ STEEL LUGS 1 1 6 a' S \ 5' ' -6`o l o PLAN 13/4' �+\ - � n _ _ I I 8'x 8' THK EDGE 0 0 a W/I • 5 CONT. (TYP) T.O.SLAB N LjN \ /\x SEE SLAB NOTE • I, SNT! $311 GJ. — \, ELOPE �2 BLDG. P+P R SLOPE y' PL 3b-5, f/2 x 16' (WELDED 0, 0, AROUND T4-��SEIE RU BO TL S.WITH RECESS /HEADS t D WASHERS IN WOOD. FIN. FLR _ n°a !_ - °— ° ° ,n _ . _ _� ., - I 'B' FOR SPACER PL - — — — I — ° i=-1 I L 1=1 I III- ? ^ I Il l I I—I� 1=I 11- r AR FINISH I I I COLUMN 2 r ` , CH'L -1 I III_ III -1 1 I -1 I_ILI III-1T— ° 1 I 11- -I I I —I I 1=1 I I — III —III—I I ��� �90� I-1 I I-1 I I—III-III-1 I I —I I f 111—III .III —III _III=1 I I_ ( ' -1 I I I IL —.III III=1 I I_I 11=1 11=1 11—I' I' 1 11 ' — ii a ill III —1 III j =1 I I- III-1 I III =1TI III III —III III= —I 11 I_ III a . '111� 1I FOOTING A 11 a SCHEDULE a 1 1/2' . l'- 0' 3' 1'- 0' SE C TON ll tl RU WALK K CANOPY 3/4' - l'- O' BRACKET CON[I ECTJ ON c- mc z o U. O 00 no p � Q � p O I^I I p � L� J ~ DRAWN DATE II AUGUST 1995 WALE JOB NO. 5p;404 14 AUGUST 1995 Ll1 / WOOD JACKS AT 2'-0' C/C OR SPACING OF 3x8 RAFTERS / / /i 2x4 WALL STUD FRAMING, SEE ARGH'L SEE ARGH'L DRAWINGS / / / / / SEE ARCIC L DRAWINGS FOR DECKING DETAILS / FOR DECKING DETAILS 'D HURRICANE STEEL STAR at 12 1/2' CDX PLYW/ EA. TRUSS - FASTEN TO - / STEEL CHANNEL / 12 / / WOOD JACKS AT 2'-0' C/G i / OR SPACING OF 3x8 RAFTERS 3' MIN.RIGID INSULATION 2 1/2' METAL DECK / + 13'-6 3/4' / MAX. +13'-2' HURRICANE STRAPS w EACH TRUSS -- i / / • • L 4x4x1/4' CONT. - - / / _ • \\ P.T. 2x6 W/l/2'O 'X BOLTS 3' MIN.RIGID INSULATION / P.T. x& W/C2J i1 0 ANGI4. BOLTS �� G 1245 AT 4'-0' C/C O/ 2 I/2' METAL DECK 3x8 RAFTERS AT 2'-3' C/C / / / AT 4' C/C BETWEEN LONG / B-I 2x4 WALL --� SEE PLAN — / / / 5P STEEL JOISTS / / • 3/16 J VARIES — �— WD. x8 RAFTERS • 2'-3' C/C • • _ W/H R. CLIPS TO P-T. 2x8 Y METAL BLDG. MANUR COLUMN Ol PURL INS BY MET.BLDGMFR BEYOND • • . . — i / WD. 4x10 GONT- BEAM " 5 -1 1/2' DIAM. BOLTS 1/2' DIAMBOLT5 +9'-6 • °•' 4x4xI/4' STEEL ANGLE at 2'-0' O.G. ' _ _—______._ - - -__. . • W/ 5/8' DIAMPXP. BOLTS at 18'0.C. — PuK.IW LoeATI,,0 L LoWs6P SECTION OVER ROLL—UF DOOR ., SEE SHT. • 552.1 FOR DETAILS " OF BRACKET — TB-2 TB-2 .a 1'-0, . " d J[-d��J d ° SEE PLAN FOR FTG. 0 0� 10 'C CTf'MNo CAf' 11 "—'T0rmrfbp'%%%`3NE SECT Flo (CAR T S T0RA) A Q.E WALL SSECTMNS 3/4 99 q H L) a 0 z o L O oo 0 Dnn z U 0 Q � n Imo z ® W �D V lug ~ 01 DRAWN DATE 9 MARCH 1995 SCALE 3/4' - I'-0' JOB No. SHEET S 5 o 2 o 5