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THE CLOISTER - 10TH STREET - CONSTRUCTION DRAWINGS j t �m 02LLJ � zz0 1 .. O}Wit• `: i, 4 ••`�. .:•_ < •s` • a "z o W /•.• uT Zy �• ! •1 O ` L�Wr• z w' C EXISTING WOOD ROOF TRUSS = C` l w tom•W, _ � N � . �N w a is EXISTING WOOD ROOF TRUSS EXISTING WOOD ROOF TRUSS EXISTING WOOD ROOF TRUss EXISTING WOOS n MULTI--PLY ROOF TRUSS , z 0 w �0w •o z �;a.zz HGAM10 TIE, NS & FS z z HGAM10 TIE 0 EACH VERTICAL WEB MEMBER ' f HGAM I O TIE ATTACH TO�TRUSS w/ (4) SDS J"O x 1j" SCREWS - m w 0 - ATTACH O TRUSS w/ (4) SD x 1 " SCREWS ATTACH TO TRUSS w/ (4) SDS,- 4"0 x 1j" SCREWS �' -'" W/ 4 "� x 1 " TiTEN ATTACH TO CONCRETE TIE-BEAM w/ (4) J"0 'x' 1j" TITEN ATTACH TO CONCRETE TIE--BEAN! w/ ( } "� x 1 "pTITEN ¢;� ATTACH O .CONCRETE TIE BEAM / ( 4 p •p . ATTACH TO MASONRY BOND BEAM w/ (4} �'�� x ?.�A TITEN ATTACH t0 MASONRY BAND BEAM w/ (4) � � x � TITEN � �.+-w ATTACH 0 MASONRY BOND BEAM w/ O x 2 TiTEN 3:, ¢'- 1 ;¢�¢ „J N [IF + + + + + ©I z�, � + + _ z0 C.� z F" Qd' . 00 Ln 0 4 Q � �,��( z ©. LO v � Q A34 ANGLE, NS & FS . 00 4 w'.z w �.}.... I i ATTACH TO•TRUSS W/ (4) 8d NAILS 4 4 W¢ LsJ U7 C.D I ATTACH TO WALL TOP W a 4 . b Li— LO cD z z O L...- w PO L R / (4) 8d NAILS '4 >-8©} C C� a'' v 14 a a a l CONCRETE TIE B EXISTING CONCRETE TIE BEAM w o N a H Z _�..! �- I ExI LNG CONCRETE TIE BEAM d EX15T NG C N . BEAM a . 0 MASONRY OND BEAM OR MASONRY BOND BEAM a OR MASONRY BOND BEAM Xwi a ui Lv �. rn a EXISTING 2x STUD WALL R AS B 6. .. ; i ' \ �• •• •4 r• . •.•• '�i•1• W •• .. : A t. •• ••Y • • • ••. . r co 0 .s .I.t' .4•4 •�~ i I NG MASONRY WALL „ EXISTING MASONRY WALL �= EXISTING MASONRY WALL . •, ,• r/I• ..; .. •• •'it• 1 m LL DSI MAW Am NASO 14YWALL TRU BEARING ON NA��IR�` TALL x/1'4' TRUSS BEA RING'ONWOODWALL TR4-.- B'SBfARINO D —off, f B „ SCALE, 2" � '_Q" SCALE': 1 112: = 1 fi 1 p SCALE. 0 t 1. # sr: r 1 SCALEA '. _ AF Ar S TlEj w D WN A. Pima E. 00 LLI l z DIAGONAL WEB MEMBER DIAGONAL WEB MEMBER �� IAGONAL WEB MEMBER DIAGONAL. WEB EMBER S , I uj ' VERTICAL WEB MEMBER VERTICAL WEB MEMBER VERTICAL WEB MEMBER VERTICAL WEB MEMBER 1 ORIGINAL VERTICAL WEB � (� CONTACT AREA EXISTING CORRODED EXISTING- CORRODED SHOWN HATCHED CONNECTION _ EXISTI�fG CORRODED CONNECTION R C } R [� U') CONNECTION ' N _ (SEE RUST-REMOVAL EXISTING CORRODED `� NOTE BELOW) CONNECTION Li,J z < z C� 0 ORIGINAL DIAGONAL WEB CONTACT AREA (SHOWN HATCHED) 0 r o ry � <C W 0 0 W z '5��K- BOTTbM OR TOP ORIGINAL CHORD BOTTOM OR TOP BOTTOM OR TOP BOTTOM OR TOO CHORD MEMBER �=• CHORD MEMBER • CHQRD MEMBER CONTACT AREA CONNECTION R NOTE; CHORD .MEMBER CONNECTION R NOTE: TION NOTE: � � � � CONFECTION NOTE: RUST REMOVAL NOTE, CONNECTION R (SHOWN HATCHED} SHOWING ANY SIGN ,Of ,RUST IF A•TER REMOIIII�G RUST, TO I~XPO'SE BASE M , IF AFTER REMOVING RUST, TO EXPOSE BASE METAL, IF AI:TER- REM©VING RUST, TO EXPOSE BASE METAL, — IF AFTER REMOVING RUST, TO EXPOS RASE METAL, -ALL CONNECTION PLATES, S } M B MECHANICALLY CLEAN BY MEANS OI- A WIRE THE REMAINING SURFACE AREA OF R iS LESS T AN THE REMAINING SURFACE AREA OF R IS LESS.THAN THE. REMAINING SURFACE AREA OF .R IS LESS THAN THE REMAINING SURFACE AREA OF R IS LESS THAN S £ EP� CONTACT AREA SISTER PLYWOOD sl PLYWOOD BRUSH, TO EXPOSE THE BASE METAL OF THE PLATE.� 809 OF -ORIGINAL CONTACT AREA SISTER PLYWOOD SOt QF ORIGINAL CONTACT AREA SISTER PLYWOOD 806 OF ORIGINAL 80% OF'ORIGINAL CONTACT AREA . S - AFTER THE PLATE HAS BEEM CLEANED THE PLATE SHALL TO TRUSS PER DETAIL "J", THIS SHEET: TO TRUSS PER DETAIL "J", THIS SHEET. T.0 TRUSS PER DETAIL "J�, THIS SHEET. Q TO TRUSS PER.'DETAIL "J% THIS.SHE APPLIED PER FOR GRAPHIC REPRESENTATION OF COACT AREAS, HAVE TWO .COATS OF A ZINC RICH PAINT, SEE DETAILS "F", "G" & "H THE MAUFACTURER S RECOMMENDATIONS, as c� acm 'vm 1 TIONPLA r5R�PAIR TRR A �RUS'S VERTICAL t�EBAREATRUSS DIAGONAL W,S�'ArRUS CONAWEC15 Ir u oCL F ��C SCALE: 3 1 --C SCALE. -- 1 —C SCALE: 3 -� 1) . 6 - SCALE: 3 h TIO RO • AIR DETA N PIm A, TE REP V) DIAGONAL WEB MEMBER f VERTICAL WEB MEMBERS N M516N 5MCINCA�"10N5., --- WOOD: DESIGN CODE: 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS WOOD FRAMING SHALL BEAN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. + �► OCCUPANCY: RESIDENTIAL GROUP R-Z (CONDOMINIUM) LI...I ETA CO NI+CTO S• C4N5TRUCTI4N: TYPE Y, UNPROTECTED 3 3*W ATTACH PLYWOOD TO VERTICAL WEB ALL METAL. CONNECTORS SHALL BE SIMPSON STRONG—TIE CONNECTORS UNLESS OTHERWISt 'APPROVED BY THE ENGINEER OF RECORD w 2 8d NAILS �. 4"o.c. (E.O.R.) METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I•E. ACQ TREATED) SHALL BE BASIC WIND SPEED: 124 MPH C ) BORATE) SHALL BE r + GALVANIZED OR STAINLESS STEEL, ALL'METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. WIND IMPORTANCE FACTOR; 1..0 (CATEGORY II BUILDING} + Z^MAX CPATED. NAILS: ALL NAILS EXPOSED .TO EXTERIOR. SHALL BE GALVANIZED OR STAINLESS STEEL. ALL NAILS EXPOSED TO ' ATT C' PLYWOOD T DIAGONAL 1NEB + + FIRE—TREATED LUMBER SHALL BE STAINLESS STEEL. UItIND EXPOSURE: C AH + W " INFERNAL PRESSURE COEFFICIENT: :.0.18 ENCLOSED BUILDING W/ (2) 8d NAILS 0 4 o.c. + • o MAXIM.Uty! DESIGN WIND PRESSURES (PSI=}. NOT APPLICABLE (NA) f + . A ACH PLYWOOD TO CHORD MEMBER r + --ATTACH G RA ORIGINAL CONN. + w 3 8d !!AILS �: 4"o.c. ENE �. PLYWOOD NOTE: I; / C ) 2nd � PLYWOOD REPLACES EXISTING CONNECTION + . + + ca PARTY INSPECTIQNS 1 CODES USED: 2007 FLORIDA BUILDING CODE, ACI, N,DS, APA AND ASCE-7—Q5.. ALL LATEST EDITIONS USED, j R WITH •EXCESSIVE RUST. IF BOTH PLATES I + + + +- + I.+ OWNER'S REPRESENTATIVE. S HALL I N SP ECT ALL C4 N N ESTI O N PRIOR TO C LQS I N G I N O R 2.'ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING N0. DATE REVISED (NS & FS) REQUIRE REPLAC ENT THEN I i TWO PIECES Of PLYWOOD .AR REQUIRED. + + + + + I+ + COVERING OVER :THESE CONNECTIONS AND PRIOR TO COMPLETION OF THIS SCOPE OF JURISDICTION OVER THE WORK. L-- _- --J CIONS A'Y B E REQUIRED O N AN AREA' BY AREA .BASIS TO ALLOW 3. COWRACTOR SHAD. VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. + + + + + + + FORK, INSPE T COMPLETION OF AREAS, PRIOR TO TOTAL COMPLETION OF TI-�I S SCOPE OF WORK. 4. DETAILIS FOUND WITHIN THESE DRAWINGS SHALL BE, ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DEI`AILs SHALL GOVERN CONSTRUCTION FOR THIS 009 UNLESS OTHERWISE NOTED -ON THE PLANS. TOP OR BOTTOM CHORD q EXISTING CONN. " APA RATED PLYWOOD R & PLYWOOD (THREE TIMES THE SIZE OF THE ORIGINAL CONNECTION R) AI A r REP'LA CEMENT DE?"�4IL.rRU�,� CONNECrION SCALE: 1 .112 1 t-011 ; f t W `. v Y �W m Z Z 0 *Zuj (n V) .`Q� p'.0wZN; _ - -� ft In _ - EXISTING WOOD ROOF TRUSSzi LLA _ • � z oz p atn w - sc IL) = ci t _ • -gin.; _�- w :..i 0 • a_ LL EXISTING WOOD ROOF TRUSS EXISTING WOOD ROOF TRUSS EXISTING WOOD ROOF TRUSS EXISTING WOOD a • MULTI-PLY •ROOF TRUSS �U Z I mow a..0 z • - mac:, M CL z z WWw_w HGAM10 TIE IjGAM10 TIE ® EACH VERTICAL WEB MEMBER HGAM1Q TIE, HS & FS o w z a W. ATTACH TO TRUSS w/ (4) SDS 4"o x 11" SCREWS ATTACH TO TRUSS w/ (4) SDS; 4"0 x 1i" SCREWS ATTACH' TO TRUSS w/. (4} SDS x 1 SCREWS a�+ ATTACH TO :CONCR TIE-BEAM 4 x 1 " TITEIV ATTACH TO CONCRETE TIE-BEAM W/ ( •} X 1 j" TITEN ATTACH TO CONCRETE TIE-BEAM w/ (4) : x 1 TITEN ¢ Y z r ` " ` " ATTACH TO MASONRY BOND BEAM w/: (4) 4`0 x 2j�' TITEN ,� W - ATTACH TO �MASON Y BOND BEAM 'w/'( } x 2 " TITEN ATTACH TO MASONRY BAND BEAM w/ .(4) i s x 'TITEN �- 0 y N + vlz - . Z • + •1• w W C3 I + + szo! aN �- f a 4• d 44 Via : � 0iz. OL�JC'�I � C A34 ANGLE, NS 6t FS . 44 : • 4 ° . . a 4 �� Op Lo ATTACH•TO'TROSS W/ (4) 8d NAILS _ ATTACH TO WALL TOP R wJ (4) :8d NAII;S 4°• • • ' . Z 4 a a . • d EXISTING CONCRETE TIE BEAM Ln w N Q .W_! d- EXISTING CONCRETE TIE BEAM s EXISTING CONCRETE 11E BEAM W O w a Lu1 I�-•� � ,.;� OR MAS NRY BAND BEAM OR MASONRY BOND BEAM �.J �- a OR MASONRY BOND BEAM 4 4 t Q °cd a~ C� 1 EXISTING 2x STUD WALLZXp 3:: z 0) 1 •t• '• .4. •S• ' • I, W +'• 'j ;t, ,:..'► ,,+. t,... Uj to W fes. LLO ,,.. '•�,'•• ' . '`• '•:'• �� EXISTING MASONRY WALL w Ld EL '•' EXISTING MASONRY WALL EXISTING MASONRY WALL sNM A DNR�'��, LL 1-RDRR TRS- O�EAIR1 OW, ASON Y WALLTRI ` ' Rlll�l� O J�� `� "BALL TRUSS B'ARI G DTRUSS'� QRI1V �1 OOD WAI r _ r'. t Ld — ! �!. _ _— SCALE; 1 1 2 1 —0 SCALE: 1 1/2 — 1 0 SCALF. 1 1/2 — 1 —a SCALE. 1 1/ 7 z _,.; RO0 F., TRU, SS TlEwDOWN DETAIL S, t - - t S • s 5 f .l 1 0� fly 1 pIAGON�QI WEB MEMBER DIAGONAL. ,8 MEMBER DIAGONAL WEB MEMBER D1i4GONCL WEB MEMBER t... " f.:`! .:��•�' ``r*„ .iii .f VERTICAL WEB MEM ER VERTICAL WEB MEMBER VERTICAL WEB MEMBER Q VERT CAL WEB MEMBER ORIGINAL VERTICAL WEB Iv7 EXISTING CORRODED EXISTING CORRODED CONTACT. ,AREA EXISTING CORRpDE3 CONNECTION R � (SHOWN H�TCHED) � CONNECTION.- Z " ,• ,, CONNECTION R ' SEE RUST .REMOVAL • � � EXISTING CORRODED NOTE BELOW) CONNECTION R O LL Z O LW 0 W � (� � ORIGINAL DIAGONAL WEB � c) � _j w i CCNTgCt AREA D z (SHOWN HATCHED) � Q C/3 a 0 � c..3 ;.. W o z LTJ :- ap z BOTTOM 0R TOP BOTTO OR TOP ORIGINAL CHORD BOTTOM OR TOP BOTTOM OR TOP W �' O ot. CHORD MEMBER CONTACT AREA CHORD MEMBER CHORD MEMBER �=- CHORD MEMBER M COI�fNECTION NOTE: RUST REMOVAL NOTEc CONNECTION _R. NOTE: (SHOWN HATCHED} CONNECTION R NOTE: CONNECTION �, NOTE. CJ 0 '-- Et POS BASE ET CONNECTION PLATES, SHOWING. ANY SIGN OF RUST} IF AFTER REMOVING RUST; TO EXPOSE BASE METAL, IF AFTER REMOVING RUST, TO EXPOSE BASE METAL, IF AFTER REMOVING RUST, TO EXPOSE BASE MET`Al.., - IF AFTER REMOVING RU TO EXPOSE M AL, ALL OF I THAN THE REMAiIVING SURFACE AREA OF I. IS LESS THAN Q 0 THE REMAINING'SUR AREA OF R IS LESS THAN SHALL BE MECHANICALLY CLEANED, BY ':MEANS OF A WIRE THE REMAINING SURFACE_ AREA OF t IS LESS THAN THE REMAINING SURFACE AREA S LESS �H •PLATE. ORIGINAL CONT CT EA STE PLYWOOD 8OX OF ORIGINAL COf#ACT AREA SISTER PLYWOOD 80 OF ORIGINAL CONTACT AREA SISTER PLYIIf100D 80X OF.'ORIGINAL. CONT CT AREA SISTER PLYWOOD BRUSH, TO EXPOSE THE. BASE METAL OF T E . 80% OF OR NAL A„ AR R �, „ I. TO TRU 5 PE DETAIL THIS SHEET. AFTER THE PLATE HAS BEEM CLEANED THE PLATE SHALL TO TRUSS PER DETAIL ) , THIS` S EETt TO i BUSS PER DETAIL J , THIS SHEAT, TO TRUSS PER DETAIL J , THIS SHEET. �C 'FOR GRAPHIC REPRESE REPRESENTATION OF CONTACT AREAS, HAVE TWO COAT5 OF A ZINC RICH PALNT, APPLIED PER j SEE DETAILS �' , "G" & "H". THE MAUFACTURER'S RECOMMENDATIONS. M, •° m TRUSS CONNECrION PU,rEREPA. IR Tl SOT'T OR TOP Q�� l� VERTIOA4WO, PROS$ C7 60 SCALE: 3C:l E ,! — 1 _C SCALE. 3 1 —p SCALE. 3= ^Q SCALE: - - "^0 F� S rE R,1w T frA S , i /TV y "P , �1 ; DIAGONAL EB MEMBER LL W M MEMBER VERTICAL WEB E SIGN Ci1A; M516N 5McIrICA110N5t ..�..�. WOOD:- DESIGN CODE. 2Q07. FLORIDA: BUILDING CODE w/ 2009 SUPPLEMENTS + . + = WOOD FRAMING BHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. OCCUPANCY:' RESIDENTIAL; GROUP` R--2 (CONDOMINIUM) METAL COR EC�:TO S. c NsTRucTIoN• E v 'UNPROTECTED * METAL CONN CT4RS `SHALL BE SIMPSON STRONG-TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD �-�- I 3 W- ATTACH PLYWOOD TO VERTIPAL WEB �-L- E w/ (2} 8d MAILS 4"o.c. (E.O.R.) METAL CONNECTORS: ALL METAL CONNECTORS tHICH ARE EXPOSED TO EXTERIOR *Vf ED WOOD ,(I.E. ACO TREATED) SHALL BE BASIC WIND SPEED: 120 MPH + GALVANIZED OR STAINLESS STEEL ALL METAL ONNEC�ORS WHICH ARE EXPOSED TO EXTERIOR TREATED W00D (I.E. 80RATE) SHALL 8E WIND IMPQRTANCE FACTOR: 1.Q (CATEGORY 11 BUILbING) + Z-�MAX COATED. NAILS; ALL NAILS EXPOSED TO EXTERIOR SHALL 8E GAIrVANIZED'OR STAINLESS STEEL.. ALL NAILS EXPOSED TO WINO EXPQSUREi C ATTACH PLYWOOD TO DIAGONAL WEB + W + + FIRE-TREATED LUMBER SRALL BE STAINLESS STEL.. W/ (2) 8d NAILS' 0 4 c.c. 40 d+ INTERNAL PRESSURE} COEFFICIENT: 4.18 ENCLOSED BUILDING • o MAXIMUM-DESIGN WING PRESSURES (PSF), NOT APPLICABLE (NA) ORIGINAL CONN. +, �•-�- — -� - ATTACH PLYWOOD TO CHORD MEMBER R ',vt[/�j S ' E!SAIL ir L�. T_E_S PLYWOOD NOTE. w/ (3) 8d NAILS 4 a.c. PLYWOOD REP Es EXISTING CONNECTION + + + I 2nd PARTY, INSPECTIONS. ORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-i-Q5. ALL LATEST EDITIONS USED. CODES USED 9007 FL WITH EXCESS RUST. IF .80TH PLATES --�-- •-� I + + + I + + + OWNER'S REPRESENTATIVE SHALL INSPECT ALL CONNECTION, PRIOR TO CLOSING IN OR 2, ALL DESIGN, CONSTRUOTt}N AND MATERIALS S 8E'IN ACCORDANCE WITH APPLICABI.E CODES AND AUTHORITIES HAYING NO. DATE REVaSED NS & FS).REQ IRE REPLACEMENT THEN f TWO PIECES OF' PLYWOOD ARE' REQUIRED. + + + + + I+ + ,lt�RISgICTIiDN lJVER THE WORK. COVERING OVER THESE CONNECTIONS AND PRION TO COMPLETION OF THIS SCOPE OF L.._ ,.. --- --1 .�. .�. + + + + + WORK. INSPECTIONS MAY B� REt UIRED Oh! AN AREA BY AREA ,IASIS, TQ ALLO�U 3�: CONTRACTOR SHALL VERIFY OII�ENSIONS AND CONDITIONS AT THE JOB SITE PRIOR Ta COMMENCING CONSTRUC'�ON, COMPLETION N CF AREAS, PRIOR TO TOTAL COMPLETION OF THIS �COPE OF WORK- 4 DETAILS FOUND` WITHIN THESE DRAWINGS SHALL BE ASSUMED 'O BE TYPICAL DETAILS FOR THIS X08 ONLY, DETAILS SHALL GOVERN OM CHORD CONSTRUCTION, FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PIANS. TOP OR eOTT EXISTING CONN. APA RATE[} PLYWOOD �.& PLYWOOD► THREE TIMES THE SIZE OF THE i ORIGINAL CONNECTION , TRUSS.-CON �E TIC N' PL S TEREP, ll' 4 jj SCA : 1 1 f2 -0 LE 77 .. .. ,.... .-:-•ri ....... ..... .. .. l.-. -- ..-_.__..,a '*°�O•-'"•w°••T .,.„ __... .'n* n.,.n,. mass...- - �•--•.... �„_ m _- ... _... •fix - ..SmEw .=,. ....... __. ..,. .-:-..��•....,�, ,..� .t- ..... ...,, ... .�.daCR�*.87n.•:o "* !'�4!!er_w.:. .w�"+ut ... '?`.7 ...- ... ..,,.,.... _ ..... ... ... ...._.... .. 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