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HomeMy WebLinkAbout1700 OLD ENGLAND LOOP 01-000117 FLASHING DETAILSEE EXTERIOR FIN15H - DETAILS ON SHT, 8.1 BREEZENAY SEALANT 1 1/2" MIN. LT. WT. GONG. SINGLE -PLY -� SELF -ADHERING MEMBRANE ALUMINUM 6"H x 411E FLASHING BREEZENAY / UNIT DETAIL. UNIT 314" GYPCRETE 23/32" 0.5.8. 1/2" DRAFTSTOPPING FLASHING DETAIL ® UPPER FLOOR DOOR THRESHOLDS CONT. SEALANT BEAD 2" BAR/ COUNTER -FLASHING LEAD FLASHING MOLD TO 5 SHAPE - ROOF /WALL P.T. I X 6 BALCONY @ BREEZEWAY END R FIN15H 5HT. 8.1 g5HING INC BAR >TTED O.G. ;FALANT BEAD BENT CORNER COORD. HEIGHT N/ T -BAR SOLDER CORNER n1 PAN FLASHING - SLOT T -BAR 8 SEAL EDGES NOTE: ALL FLASHINO TO BE ALUMINUM, UNLESS OTHERNISE NOTED. c�I nT T -RAR I" a nRIP EDGE 0 "T" BAR CORNER (FER5FECTIVE VIE 0 STAIR LANDING 4 BREEZEWAY 1/4" DIA. 112" LONG ® 12" O.G. WEEPS n FLASHING O �5TICIZED STIC RNER LDERED llRNER "T" BAR N.T.S. y1 O r/ O _ bM C> o Z O M � I M 0 — Q Za f ^ 1J J W 00 a O CD e+oi Lu U Q � cl: O° 0 E W �o Z W ❑ M O ❑ F ``/�W// Q1 06 W W C n V'! `c c..) Dcy= U a Q _ w a= Z T — N m U z z a a C 4 J 0 Ln n z 0 CL U t/) Li D w Q 0 Li x JOB NO. 5aS DRAWN BY CHECKED BY GB APPROVED BY .165 DATE 5/15/00 I SHEET NO. 1 s 8A s i S c INDICATES STRUCTURAL BEAMS SEE DWS A' FORLOGATV 2X4 FRAME # 2-5.P.F. 4-2") WOOD FRONT ENTRY COLUMN DETAIL SEE EXTERIOR FIN15H DETAILS ON 5HT. 5.1 27'-81/8" TRU55 BRC. HOT. r FASCIA FY BEAM BEYOND II ( ( II III III I � 25'-2 7/8" � I — ARCH 5PRI N6 II I1 CO <r- 5T0( 0O FINISH IAS PER DETAILS I I I ON 5HT. 8.1 O w I I =1 N z I I I I IIII III — — O'-0 F.F. -0'-6" B.F.F. l FRONT ENTRY COLUNM DETAIL RAISED 5T0000 BASE TRIM PER ELEVATIONS RA15ED GONG. CURB PER DETAIL I ON 5HT. 3.1 GRADE LADDER TRU55 OFFSET LADDER 5/8" TO ALLOW / LAYER OF G.W.B. EXTERIOR C 5/8I GYP5U1 NALLBOARI SEE EXTERI DETAILS O� 1/16" 0.5.8 /';**`*N DETA I L @ VAULTED OFFSET FRAMING TO ALLOW AN ADDITIONAL LAYER OF 5/8" TYPE "X" G.W.B. VAULTED ROOM /BRZWY. CEILING 2 LAYERS 5/8" TYPE "X" G.W.B. TO MAINTAIN RATED CEILING 51 5" Rf I/: K UNIT 5 VAULTED CEILING (1 0 THIRD FLOOR ONLY) TRU55 W/ VERTICAL WEB ® 16" O.G. 15# FELT TURN 4 EXT VERTICAL ROOF / WALL SECTION INSULATION UNIT 3"=1'-0" 5TUGG0 ON METAL LATH WITH J CHANNEL GALV. OR ALUMINUM FLASHING EXTEND 4" HORIZONTALLY 6" VERTICALLY MA5TIC ASPHALT SHINGLE OVER FLASHING 1/16" 0.5.6. 2 x 4 BLOCKING BOTTOM CORD OF FLOOR OF ROOF TRU55 GYPSUM AND OR RESILIENT CHANNEL PER FIRE RATED ASSEMBLY RG -IA OR FG -[A ti (I) 2X4 + (1) Ix4 TOP PLATE FIRE5TOP 1/2" GYPSUM WALLBOARD EA. 51DE STUD LENGTH ® q2 5/8" (ROOF TRU55) TOP PLATE @ INTERIOR NON-BRO. WALL (INT. NON -BRC. WALL / NDN -RATED) 3" =1'-O" BOTTOM (,ORD OF FLOOR OF ROOF TRU55 GYPSUM AND OR RE51LIENT CHANNEL PER FIRE RATED A55EMBLY RG -IA OR FG -IA V (ROOF TRU55) TOP PLATE @ INTERIOR BRC. WALL (INT. BR6. WALL I I -HR. RATED) (1) LAYER 5/8" FIRE RATED GYP. ON CAVITY 51DE OF ONE WALL DBL. 2"X 4" TOP PLATE FIRE5TOP --� 5/8" FIRE RATED GYPSUM WALLBOARD EA. SIDE STD. PRECUT STUD ® 12 5/8" 3"= i' -O" PIPE OR WIRING BRC. WALL HOT. 8'-I VS," ABOVE SLAB OR FL.PW. FIRE STOP SYSTEM AS, REO'D. U.L. 5Y5TEM5: FG1006, F62115, FG2051, FG3007, FG3011, FC1001 FGb012, FG8013 OR EQUAL (FLOOR TRU55) TOP PLATE @ INTERIOR NON -BRC. WALL 30=1,. C//�11 0 PENETRATION (INT. NON-BR6. WALL i NON -RATED) � PIPE OR WIRING BRC. WALL HOT. 115" ABOVE \, SLAB OR FL.PK FIRE STOP SYSTEM AS, REO D. U.L. SYSTEMS: FG1006, FG2115, FG2051, FG3001, FC3011, FG7001 Fre 012, FG8015 OR EQUAL (FLOOR TRU55) TOP PLATE 0 INTERIOR BRC. WALL 0 PENETRATION (INT. BRO. WALL / I -HR. RATED) ELEGTRIGAL OUTLET BOXES INSTALLED AT LE55 THAN 24" SEPARATION ELEGTRIGAL OUTLET BOXES 10 II/16" W -3A OR W-36 2X4 DBL I6" WALL WITH STAGGERED STUDS, AT 16" O.G. u DTENANT 5EP. WALL RECEPTIGAL PLAN DETAIL (® ELECTRIC BOXE5 LE55 THAN 24" APART) 2 x 4 BLOCKING BETWEEN 5TUD5 I LAYER 5/5" TYPE 'IX" ELEGTRIGAL REGEPTAGLE STUDS ® 1611 O.G. TENANT 5EP. WALL RECEPTACLE SECTION DETAIL (0 ELECTRICAL BOXE5 LE55 THAN 24" APART) 1 1/2"= I'-0" MALL I NTERSECTON (ALL I HR RATED WALLS SIMILAR) U.L. U541 TENANT SEPARATION WALL I LAYER 5/5" TYPE "X" G.W.B. GONTINUOU5 3 x 4 FIRE5TOPPING RATED OR NON - RATED WALL w O 0 o � 0 _ M Ui N M � 7t C> Z O _ Z Q o 1-0o co a 0 c w o CD W 0 � �Q ^ o o �❑ Lu �-- Z s N M W ❑ I— O 0 z w off `` W w c o � U a N W ❑ V N N = z Z= U Z c Q Q o o a CL Lo z 0 U V) w w d D x JOB NO. 515 DRAWN BY CHECKED BY GB APPROVED BY JBB DATE 5/15/00 SHEET NO. 8.5 HEADER PER FRAMING PL FI5ER5LA55 REINFORG 5TUCCO 0/ FELT BAGK GALV. METAL LF 5/8" TYPE "X" GYP. I 5EAL/ ALUM.FLA5H �000 TRIM AT BREEZEWAY gT10 / BALCONY DOOR5 01 20 MIN. LABELED DO FRAME AND GLO`. (5EE 5GHEDl 1EXTERIOR DOOR HEAD JAMB Ll (FOR 5T0000 EXTERIOR) I/2 FULL SCALL 5HIM A5 REO'D. 3/8" F.R. STUCCO 5EALANT JOINT ALUM. FLA5HIN6 6°SELF-ADHERING MEMBRANE HEADER PER - FRAMING PLAN 3/4" FIBERGLA55 REINF. 5T0000 OVER PAPER-BAGKED METAL LATH NAILING FIN W/ 5EALANT BEHIND ALUM. FLASHING 5EALANT ALUM. WNDW, PER 5GHED. CAULK VINYL J -MOULD 5/8" FIRE -RATED GYP. BD. EXTERIOR WINDOW HEAD JAM5 (FOR 5TUGCO EXTERIOR) WOOD SILL TED DOOR, CAULK WE AND SCREEN �5ER (5EE QED.) ALUM. WNDW. PER 5CHEPULE NAILING FIN WITH 5EALANT BEHIND PGRETE SELF ADHERING MEMBRANE �. DECK 3/4" FI5ERGLA5� REINF. 5TU000 OVER PAPER-BAGKED METAL LATI- OOR 5/8" - 3/4 U55E5 CASING 5EA1 EXTERIOR DOOR THRESHOLD BREEZEWAY )-(AT UPPER FLOOR 05 NLY) RATED DOOR, FRF GL05ER (5EE 5C WEATHER 5 5 1/4" THF 5ET IN BED OF BREEZEWAY 5LAB @ DOOR TO BE FLI W/ FIN15HED FLOOF 1/2 FULL 5(.ALC JOIN EXTERIOR' DOOR THRESHOLD (AT GROUND FLOOR ON 1/2 FULL 5GALE Ii 5EALAN' 1/2 FULL 5GALL EXTERIOR WINDOW SILL (FOR 5T000O EXTERIOR) FOR INTERIOR BRG. V HEADER, 5EE 5TRUCTL PLAN5 1/2 GYF T 5HIM A5 REQUIRED LX WOOD DOOR FRAM DOOR PER 5GHEDUI 1/2 FULL 5GALE INTERIOR DOOR HEAD 8 JAMB (TYPICAL) 1/2 FULL 5GALL VINYL 511 HEADER PER FRAC' F 3" VINYL' 6" SELF -ADH. I (5EE DETAIL NAILING FI 5EALANT BE 5EAL ALUM.FLA5 IN5ULATED GLAZING, ALUM. WNDW. PER 5CHEO. CAULK VINYL J -MOULD GYP. BD. EXTERIOR HINDON }BEAD J*15 OF, 510ING EXTERIOR) I/2 FULL SCALE CAULK SCREEN INSULATED GLAZING, ALUM. WNDW. PER 56HED. 3 5EALANT NAILING FIN WITH 5EALANT BEHIND -RATED 6" SELF -ADH. MEM. (5EE DETAIL 56) 3" VINYL TRIM GYP. 50. 1/16" 0.5.5. VINYL SIDING r_v-rr_p nQ ►nl I �It�n W I I I (FOR 51DING EXTERIOR) FOR INTERIOR BRG. WALL HEADER, 5EE 5TRUGTURAL PLAN5 INTERIOR 2X4 WALL WITH 1/2" GYP. BOARD ( IF LOAD BEARING) BI -FOLD TRACK BI -FOLD DOOR PER 5CHEDULE 1/2 FULL 5GALE NP. BI—FOLD DOOR HEAD (TYPI( AL) 1/2 FULL SCALE BOTTOM CORNER FLASHING FELT LAF (TYP. ALL WNPN5.) IN57ALL GOMPONENT5 IN ORDER OF NUMBERS INDIGATED 4 FIELD FORMED FLA5HING 1/2 FULL 5GALL -----ALUMINUM FLASHING 3 30 EXTEND I" BEYOND LU EDGE OF FRAME TYP. SELF -ADHERING —TAPE MEMBRANE. 2 8.6 TYP.5ELF-ADHERING Tnpc M�AiiRt?b�IF I11�117�R OVER BUILDING PAPER WINDOW TAPE _� FLASHING DETAIL law, Ur r Z 6 Z� V L FmW W 0 o cr: a 0L F EE Lij F_ L Z _ c 06 F W L i U' W 4 V Q z 0 DRAWN BY PB5 ° CHECKED BY GB o ry 0 ALL BEDROOM 20" IN AIDTH, 24" IN HEIGHT, AND 5.150, FT, IN AREA. THE WINDOW 51LL 5HALL NOT BE MORE THAN 44" V) o 3 APPROVED BY J135W 5/15/00 Z A50VE THE FINISHED FLOOR. 0 Ur r Z 6 Z� V L FmW W 0 o cr: a 0L F EE Lij F_ L Z _ c 06 F W L i U' W 4 V Q o, JOB NO. Sq8 ° z DRAWN BY PB5 ° CHECKED BY GB o *NOTE: WINDOWS TO MEET EORE55 REOUIREMENT5 PROVIDING A CLEAR OPENING OF NOT LE55 THAN ALL BEDROOM 20" IN AIDTH, 24" IN HEIGHT, AND 5.150, FT, IN AREA. THE WINDOW 51LL 5HALL NOT BE MORE THAN 44" o 3 APPROVED BY J135W 5/15/00 Z A50VE THE FINISHED FLOOR. DATE .s W D *NOTE: SHEET NO. W ARE NO HIGHER THAN 3/4 INCH. THRE5HOLD5 AT EXTERIOR DOOR5, THRE5HOLD5 AND CHANGES IN LEVEL AT o A 5LOPE NO GREATER THAN 1:2. a THE5E LOGATION5 ARE BEVELED WITH ° 8*6o o, 115" MIN. RADIU5 SEAL EDGE5 (TYP.) 2X6 BLOGKING @ ALL HANDRAIL ANCHORAGE VINYL SIDING HANORA I L CONNECTION TO MALL 5EE FRAMING 5HEET5 FOR BEAM 56HEDULE 0 'x12 >ER LANDING LANDING SHAPED — 5TEEL CANE DETECTOR GUARDRAIL W/ PIGKET5 @ 5TA I R 5EGTI ON GIRDER TRU55 METAL HANGER5 C C — Z) C = 7 C = � c — � C = � C = D C — � 5 @ 11" All PROVIDE 50LID 2X BLOCKING @ ALL I I/2" I I/2HANDRAIL ANCHORAGE PRE6A5T CONCRETE TREAD (BEYOND) VINYL 5101NO HANDRAIL END DETAIL TYP. GA. rRl 0 3/8"=1'-0" BOTTOM HANDRAIL CONNECTION 211-5 118" TRU55 BRC. / \1 / I" 5 514" TYP. 3/4"=r -o" 4 3/4" 11/2" 50. TOP RAIL W/ / 12" ROUNDED GORNER5 GIRDER PROVIDE CONT. WELD ALL i--- 51DE5 @ ALL INTER5ECTION5 . ,i^ _ 1 " 5TAIR DETAIL GEN @ 2ND FLOOR 1z @ LANDING IQ' -6 114" @ LANDING @ 3RD FLOOR w @ LANDING w %Z o O � � w D -0 FIN. FLOOR � 5TAIR LANDING B.F.F. o i4'-15II6" 0 0 LANDING 1z �o � (L V M M r� v Z N i O M O � 0 Z a a z `` c3 O @ 2ND FLOOR 1z @ LANDING 50. PI( KET5 MG IOX5.4 5TEEL 5TAIR STRINGER PRE-( A5T GONG. TREAD W/ �/2" VERTICAL SUPPORT 3"X&"X3/Ib" PLATE WELDED TO 5TRINGER @ 5-0 O.G. MAX. TYP. 1 � ALUM. "T" BAR 1 1/2" MIN. LT. WT. GONG. 51NGLE PLY WATERPROOFING MEMBRANE OVER 314" T $ G 0.5.5. 5UBFLOOR FG -IG 2X4 2x4 R5 CEDAR 1 1/L"=I'-01 GONG. 5LAB LANDING aARDRA I / `�5TAIR ® 15T. FLOOR 5LAB 5EGOND FLOOR TO THIRD FLOOR 5TAIR PLAN (FIR5T FLOOR TO 5E( ONO FLOOR PLAN 51MILAR) MG STA 4 5 ANC - DEC FLOOR TRU'75F5 24" O.( . FREAD 3"XIMW LONG 1) 1/2" DIA. A.B. OR EXP. BOLT PRE-GA5T GONG. TREAD W/5"X5"X3/1 b" KOROLATH(HARD P" vmn 1 5HIM W/ PERIMETEF 2") 5D 5TAIR LANDING L 5TAIR 5TRINGER MGIOX,5,4 11/2" 11/2" r, "\ 5EGT 10 �NT RU 5TA I R5 � �CC.j i I UIQ I �tKUVC�ti M 11�-Lf�NU I NCS T'(F'. j In ■w. 4' -II 3/I6" @ LANDING w 1' m o O � � w D -0 FIN. FLOOR 5TAIR LANDING B.F.F. 50. PI( KET5 MG IOX5.4 5TEEL 5TAIR STRINGER PRE-( A5T GONG. TREAD W/ �/2" VERTICAL SUPPORT 3"X&"X3/Ib" PLATE WELDED TO 5TRINGER @ 5-0 O.G. MAX. TYP. 1 � ALUM. "T" BAR 1 1/2" MIN. LT. WT. GONG. 51NGLE PLY WATERPROOFING MEMBRANE OVER 314" T $ G 0.5.5. 5UBFLOOR FG -IG 2X4 2x4 R5 CEDAR 1 1/L"=I'-01 GONG. 5LAB LANDING aARDRA I / `�5TAIR ® 15T. FLOOR 5LAB 5EGOND FLOOR TO THIRD FLOOR 5TAIR PLAN (FIR5T FLOOR TO 5E( ONO FLOOR PLAN 51MILAR) MG STA 4 5 ANC - DEC FLOOR TRU'75F5 24" O.( . FREAD 3"XIMW LONG 1) 1/2" DIA. A.B. OR EXP. BOLT PRE-GA5T GONG. TREAD W/5"X5"X3/1 b" KOROLATH(HARD P" vmn 1 5HIM W/ PERIMETEF 2") 5D 5TAIR LANDING L 5TAIR 5TRINGER MGIOX,5,4 11/2" 11/2" r, "\ 5EGT 10 �NT RU 5TA I R5 � �CC.j i I UIQ I �tKUVC�ti M 11�-Lf�NU I NCS T'(F'. j In ■w. w o O w o 0 w V M M r� v Z N i O M O � 0 Z a a z `` c3 O _ _� U) o W w M om EE ❑ V w � o z M W "' o � � .o Z w `` 06 ` � a Wv N � w o � = o 4 N V Q - W ❑ •` N z0 a V z c a .� 0 Q 0 z O I— n- E L C U V) W o � a W f' Q o c = U .m > W Qy X a ° N a � V) V a JOB NO. DRAWN BY MGA Z CHECKED BY GB o APPROVED BY JBB 0 W H DATE 5/15/00 z SHEET NO. w 9.1 v a 6 tv n ob 06 06 TENANT SEPARATION Of 13 H-4 H-4 H-4 H-4 (� ` �� BUILDING SYMMETRICAL I GIRDER: a� - : i, GIRDER r Z ` �i 2 ABOUT GENTERLINE - - - _ z ` - 8.1 H IR ER 4 H-4 -- fi� H H-4 _ - - -------- - - -.... - r r'`s�,.Fr'r' r'ka-C`J CA -%S•< Y'&'�ui� ' i" GI DE '� - - i ' H � 4:. ` 1 mu 05 I I II it EO5 CO Ic fit5 _ _H -4y_ I fi 3 t. H 4 H 4 - -'I '�` 05 ` NIT B o UNI A I 11 lG I EL W o a ij �� � o a ! t Q _ J UNIT 5 LL] ' 8.2 I z I I- !' 01 �! I 4 f ci - ._ NIT A _ }.L H-4 kr) Lu 17 - p p LLI Ort 0101 it t- I n t l u el 4 f 1] 4 4. D .�pD D D D J- it -2 I, � � , I �; SW � , _ ,�, -� ,•TI nI `�I 3 }} 2 I In !• 1 I���I'�_.�i }}{i�_ 2-- 1 _� _.�_ �__ .� _ ij -- Q m ry 0 m N t - -- -I{I - ---LL- - - I -- - - n' 1 , vi t IrHil UNIT A/R 4 I r. 1I1i I II 3 1 UNIT A/R NIT A � I I r r II ��' -_' UNIT A K,215:8 -A rq (x CA . ! 2 A -a' ?5 - >� is) v s, m I I k in 1 I I S I( kn �z I I yyI I _i r _ 1 r J. - - ._ -.___-: - � 5W -I � SSW-► 1 � � � 5W -I � � 5 -I � I _ - SSW-i� � sw-I � 280/ 25A UNIT BREEZEWAY U 250/ 2 BA UNIT BUILDING TYPE I THIRD FLOOR FRAMING I$ SHEARWALL PLANS BUILDING TYPE I SECOND FLOOR FRAMIN6 $ SHEARWALL PLANS 3 8.1 8.1 8.1 SIM. SIM. A 250/ 2 BA UNIT Ile? "-1'-0„ 1/611=11-011 3 2 8.2 BREEZEWAY 8.1 2BD/ 2BA UNIT H-4 Wv H-4 EIKEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAMS FOR ROOF TRU55E5 51ONED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF OX FLORIDA. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 5861606.1.2.1 AND 55G 350E a 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 4 2X WOOD TRU55E5 FOR LOADS, SPANS AND CONDITIONS SHOWN, t,...y SPACE 7RU55E5 AT 2'-0" O.G. MAXIMUM AND AS, REQUIRED BY CL TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, W , BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NEC E55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRU55E5, SECURE BEARING POINTS � OF EACH TRU55 AS PER TABLE 2306.1 OF THE Iqql 513661. Q V TRU55E5 SHALL BE DESIGNED IN ACCORDANCE WITH 5136I6,06.1.2.1 � c AND 55G 3501. u U d 03. ROOF SHEATHING. PROVIDE 1/16" 0.5.13., SPAN RATED, CODE CERTIFIED. APA RATED. 0 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERWISE, ALL WOOD o FRAMING COMPONENTS SHALL BE FASTENED AS SPECIFIED IN m TABLE 2306.1 OF THE Iggl 55661. WHERE SCHEDULE DIFFERS u FROM SPECIFIC, DETAILS NOTED HERE, INSTALL INAGCORDANCE TO THE 6REATE5T REQUIREMENT. 05. 511JD WALLS. EXT. 8 INT. BEARING WALL5 SHALL BE #2 5.P.F, MIN. W/3 X 4 WD. 5PUD5 @ 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 WOOD 5TUD5 @ 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIDE LARGER STUDS, AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE i DOUBLE TOP M PLATE ® BEARING WALL5. ® NON -BRC. INT. WALLS, PROVIDE U N 0 o s SINGLE. BOT. I TOP PLATE W/5TU05 ® 24" D.G. Z�{ Q X 00 0 z� 06. BEAM GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR C) JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE oM UNDER '' WOOD HEADERS, BEAMS, 4 GIRDERS. LL.I °° ° - ROOF A 01. DRAFT STOPPING - AT LOCATIONS SHOWN PROVIDE 1/2 0 BELOW (TYP) rr � ❑ E GYPSUM BOARD DRAFTSTDPPIN6 IN TRU55 CAVITY, PROVIDE 1116"Q w o 0.5.8. AT 5`E -LR WALL5 WITH SD NAIL5 AT 4" O.G. HORIZONTALLY z o AND VER" __Y. INSTALL MATERIAL CONTINUOUS FROM TOP OF W CEILIN6 KYE: -BANE TO UNDER510E OF DECKING. PROVIDE ALL F_ ❑ REQUIRED FIRE BLOCKING AND WOOD MEMBERS TO SUPPORT Z W W DRAFT STOP FANEL5 AT ALL LOCATIONS. SEAL ALL JOINTS NU od ►�- N METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL LU w e LOCATIONS. SEAL ALL JOINTS N/ METALIZED DUCT TAPE. Ci F= o a DRAFT5TOPPING SHALL COMPLY WITH 55G 2305.2.#2 AND 55G 2305.2.3. AG6E55 PANELS ARE TO BE PROVIDED FOR AGGES5 TO N U a o ALL DRAFT5TOPPED AREAS. W ❑ II ­N of 41m f 08. FIRE RATED SEPARATION, AT LOCATIONS 5HOWN PROVIDE 2 = Z LAYERS OF 5/8" TYPE 'X' GNB 5HEATING IN TRU55 CAVITY. INSTALL a o a MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO < � m UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND a WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL w LOCATIONS. a 0 L Oq. TRU55E5. APJU57 TRU55 WEBBING AS, REQUIRED TO PROVIDE o VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. o 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC ACCESS. LOCATE ONE AC GE55 AT EACH THIRD FLOOR BREZEWAY. y 0 11. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 058, 0 APA, SPAN RATED, CODE CERTIFIED WOOD DECKING, GLUE AND NAIL TO TRU55 TOP CHORDS. •2' 0 12. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN 0 GONTAGT WITH CONCRETE SHALL BE PRE55URE TREATED, 13. TRU55 LAYOUTS. ALL TRU55 LAYOUTS ARE 5GHEMATIC AND 0 m 5HOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRL55E5 AND COMPONENTS ; NECESSARY TO FULFILL THE PE516N INTENT WHETHER SHOWN IN to THESE DRAWIN05 OR NOT, 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF CL n n PAINTED GALVANIZED STEEL OR ALUMINUM 6005ENEGK VENT WITH z W INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC AREA. O 15. ROOF OR FLOOR TRU55E5. WHEN TRU55E5 ARE PARALLEL TO m 0 TENANT SEP. NALL5, AND NORMALLY SPACED TRUSS MEMBERS DO o m NOT ALIGN WITH WALL5, PROVIDE FULL HEIGHT INFILL TRUSSES OVER WALL WITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR ui TRUSSES TO WALLS AND DECK SHEATHING REQUIRED TO MATCH E DEFLECTION OF SPANNING TRUSSES. AS, DE5GRI5ED IN TABLE a I- 2306.1 OF THE 55CCI ADJUST HEIGHT AND SHAPE OF TRU55E5 AS, h REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. JOB SqS N0. v 16. OVER -FRAMING. PROVIDE 2x TRU55E5 OVER -FRAMING IN DRAWN BY LOCATIONS WITH DOTTED TRU55E5 BELOW. o CHECKED BY 65 0 11. METAL PAN LANDING W/ LIGHTWEIGHT GONG. FILL, SEE DETAIL APPROVED BY 155 ir W t- 5EE SHEET 4.IA FOR ALL HER, Al/q.l. DATE 5/15/00 BEAM SIZES, I SYMBOLS. W 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND � SHEET N0. SEE SHEET 4.6 14.1 FOR SIS WALL DOWN5POUT5 AS NEGE55ARY. COLOR TO BE SELECTED BY OWNER. d HOLDOWN DETAILS. 14.Iq. 4 PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. a BUILDING TYPE ROOF 8 ROOF FRAMING PLAN 5YM5011-5 KEY Ui SYMBOL DESIGNATION DESCRIPTION - F - F - F - F - F - - FIRE5TOPPING, SEE NOTE b, SHEET 4.1 -0 -p -0 -p -0 - - DRAFTSTOPPING, SEE NOTE 1, SHEET 4.1 - - - H -X OR B -X HEADER OR BEAM #2-S.P.F. - INTERIOR LOAD BEARING HALL5 2 - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE I VERTICAL GHA5E : COORDINATE A/ MEGHANIGAL 2 - 2X12 #2-S.P.F. WITH 7/16" CONTINUOUS FLITCH PLATE 2 B -I 2 -1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 5-2 2 -15/4"X14" LVL © INDIGATION5 OF SYMBOLS ARE 5HOWN ADJACENT TO WALL FOR CLARITY. A. PROVIDE "( ON5TRUCTION GRADE" OR NO. 2 SPF FOR ALL SHORT HEADERS 4-0" SPAN) B: PROVIDE "SELECT 5TRUGTURAL" 5PF FOR ALL LONG HEADERS 68'-0" SPAN) G. PROVIDE l/Ib" 0.5.5. FLITCH PLATE AT CENTER OF ALL HEADERS. (CONTINUOUS FOR FULL LENGTH OF HEADER, (TYP.) HEADER SCHEDULE SPAN CONDITION HEADER SIZE NO. JACKS UP TO 4'-0" ® ROOF DOUBLE 2X8 I UP TO 4'-0" ® FLOOR DOUBLE 2X10 1 4'-1" TO 8'-0" @ ROOF DOUBLE 2X12 2 4'-1" TO 8'-0" ® FLOOR I DOUBLE 2X12 2 A. PROVIDE "( ON5TRUCTION GRADE" OR NO. 2 SPF FOR ALL SHORT HEADERS 4-0" SPAN) B: PROVIDE "SELECT 5TRUGTURAL" 5PF FOR ALL LONG HEADERS 68'-0" SPAN) G. PROVIDE l/Ib" 0.5.5. FLITCH PLATE AT CENTER OF ALL HEADERS. (CONTINUOUS FOR FULL LENGTH OF HEADER, (TYP.) ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTE5 ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP DRMIN65 SHOWING LAYOUT, PROFILES AND (ONNECTION5 AND LOAD DIAGRAMS FOR ROOF TRUSSES 51ONED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE 5TRUGTURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 55(1606.1.2.1 AND 55C 3501. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOAD5, 5PAN5 AND CONDITIONS 5HONN. SPACE TRUSSES AT 2'-0" O.G. MAXIMUM AND A5 REQUIRED BY TRUSS MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NEGE55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO HOOD TRUSSES. SECURE BEARING POINTS OF EACH TRU55 A5 PER TABLE 2306.1 OF THE Igg7 5B((I. TRUSSES SHALL BE DESIGNED IN AGGORDANCE WITH 56-61606.1.2.1 AND 55G 3501. 03. ROOF SHEATHING. PROVIDE 1/16" 0.5.8., SPAN RATED, ( ODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT A5 NOTED OTHERAI5E, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS 5PEGIFIED IN TABLE 2306.1 OF THE 1111 5156-61. HHERE SCHEDULE DIFFERS FROM SPECIFIC, DETAILS NOTED HERE, INSTALL INAGGORDANCE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 8 INT. BEARING WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 ND. STUDS 0 Ib" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 HOOD STUDS 0 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE d DOUBLE TOP PLATE ® BEARING WALL5. 0 NON -BRC. INT. WALL5, PROVIDE SINGLE. BOT. 4 TOP PLATE N/5TUD5 0 24" O.G. Ob. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK 5UPPORT5 FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, & GIRDERS. 07. DRAFT 5TOPPIN0 - AT LOCATIONS 5HONN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPING IN TRU55 CAVITY. PROVIDE 1/16" 0.5.B. AT SHEAR WALL5 WITH SD NAILS AT 4" O.C. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DEGKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEMBER5 TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DPUGT TAPE. DRAFT STOPPING PANELS AT ALL LOCATION5. SEAL ALL JOINTS N/ METALIZED DUCT TAPE. DRAFT5TOPPING SHALL COMPLY WITH 556 2305.2.#2 AND 556 2305.2.3. AC GE55 PANELS ARE TO BE PROVIDED FOR AGGE55 TO ALL DRAFT5TOPPED AREAS. 08. FIRE RATED SEPARATION. AT LOCATIONS 5HONN PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GNB 5HEATING IN TRUSS CAVITY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNPER51DE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND NOOD MEMBER5 TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. Oq. TRU55E5. ADJUST TRU55 NEBBING A5 REQUIRED TO PROVIDE VERTICAL NEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC, AGGE55. LOCATE ONE AGGE55 AT EACH THIRD FLOOR BREZEWAY. II. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, APA, SPAN RATED, CODE CERTIFIED V4000 DECKING. GLUE AND NAIL TO TRU55 TOP GHORD5. 12. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRE55ORE TREATED. 13, TRUSS LAYOUTS. ALL TRUSS LAYOUTS ARE SCHEMATIC AND SHOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RE5PON5113LE FOR ALL TRUSSES AND COMPONENTS NECESSARY TO FULFILL THE DE51ON INTENT WHETHER 5HONN IN THESE DRAWIN65 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM W05ENEGK VENT KITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. 15. ROOF OR FLOOR TRUSSES. HHEN TRU55E5 ARE PARALLEL TO TENANT SEP. WALL5, AND NORMALLY 5PAGED TRU55 MEMBERS DO NOT ALIGN WITH WALL5, PROVIDE FULL HEIGHT INFILL TRU55ES OVER NALL KITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR TRUSSES TO NALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. AS DESCRIBED IN TABLE 2306.1 OF THE 55C(I ADJUST HEIGHT AND SHAPE OF TRUSSES A5 REQUIRED TO MATCH DEFLECTION OF 5PANNING TRUSSES. 16. OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOCATIONS KITH DOTTED TRU55E5 BELON. Il. METAL PAN LANDING N/ LIGHTNEIGHT GONG. FILL, SEE DETAIL A7/q.l. 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTER5 AND DOWNSPOUTS AS NEGE55ARY. COLOR TO BE SELECTED BY ONNER. 11. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. HEADER DESIGNATIONS HEADER DESIGNATIONS SIZE DESCRIPTION **MIN. NO. OF BRG. STUDS OR JACKS H -I 2 - 2X10 #2-5.P.F. WITH 1/16" GONTINUOU5 FLITCH PLATE 2 H-2 4XI2 #2-S.P.F. 3 H-3 2 - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE I H-4 2 - 2X12 #2-S.P.F. WITH 7/16" CONTINUOUS FLITCH PLATE 2 B -I 2 -1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 5-2 2 -15/4"X14" LVL LAMINATED VENEER LUMBER 3 GIRDER GIRDER GIRDER (ENG. PRE -FAB. BY TRU55 C,0. 3 UNLE55 NOTED OTHRA5. ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTE5 ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP DRMIN65 SHOWING LAYOUT, PROFILES AND (ONNECTION5 AND LOAD DIAGRAMS FOR ROOF TRUSSES 51ONED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE 5TRUGTURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 55(1606.1.2.1 AND 55C 3501. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOAD5, 5PAN5 AND CONDITIONS 5HONN. SPACE TRUSSES AT 2'-0" O.G. MAXIMUM AND A5 REQUIRED BY TRUSS MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NEGE55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO HOOD TRUSSES. SECURE BEARING POINTS OF EACH TRU55 A5 PER TABLE 2306.1 OF THE Igg7 5B((I. TRUSSES SHALL BE DESIGNED IN AGGORDANCE WITH 56-61606.1.2.1 AND 55G 3501. 03. ROOF SHEATHING. PROVIDE 1/16" 0.5.8., SPAN RATED, ( ODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT A5 NOTED OTHERAI5E, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS 5PEGIFIED IN TABLE 2306.1 OF THE 1111 5156-61. HHERE SCHEDULE DIFFERS FROM SPECIFIC, DETAILS NOTED HERE, INSTALL INAGGORDANCE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 8 INT. BEARING WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 ND. STUDS 0 Ib" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 HOOD STUDS 0 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE d DOUBLE TOP PLATE ® BEARING WALL5. 0 NON -BRC. INT. WALL5, PROVIDE SINGLE. BOT. 4 TOP PLATE N/5TUD5 0 24" O.G. Ob. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK 5UPPORT5 FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, & GIRDERS. 07. DRAFT 5TOPPIN0 - AT LOCATIONS 5HONN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPING IN TRU55 CAVITY. PROVIDE 1/16" 0.5.B. AT SHEAR WALL5 WITH SD NAILS AT 4" O.C. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DEGKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEMBER5 TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DPUGT TAPE. DRAFT STOPPING PANELS AT ALL LOCATION5. SEAL ALL JOINTS N/ METALIZED DUCT TAPE. DRAFT5TOPPING SHALL COMPLY WITH 556 2305.2.#2 AND 556 2305.2.3. AC GE55 PANELS ARE TO BE PROVIDED FOR AGGE55 TO ALL DRAFT5TOPPED AREAS. 08. FIRE RATED SEPARATION. AT LOCATIONS 5HONN PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GNB 5HEATING IN TRUSS CAVITY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNPER51DE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND NOOD MEMBER5 TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. Oq. TRU55E5. ADJUST TRU55 NEBBING A5 REQUIRED TO PROVIDE VERTICAL NEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC, AGGE55. LOCATE ONE AGGE55 AT EACH THIRD FLOOR BREZEWAY. II. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, APA, SPAN RATED, CODE CERTIFIED V4000 DECKING. GLUE AND NAIL TO TRU55 TOP GHORD5. 12. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRE55ORE TREATED. 13, TRUSS LAYOUTS. ALL TRUSS LAYOUTS ARE SCHEMATIC AND SHOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RE5PON5113LE FOR ALL TRUSSES AND COMPONENTS NECESSARY TO FULFILL THE DE51ON INTENT WHETHER 5HONN IN THESE DRAWIN65 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM W05ENEGK VENT KITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. 15. ROOF OR FLOOR TRUSSES. HHEN TRU55E5 ARE PARALLEL TO TENANT SEP. WALL5, AND NORMALLY 5PAGED TRU55 MEMBERS DO NOT ALIGN WITH WALL5, PROVIDE FULL HEIGHT INFILL TRU55ES OVER NALL KITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR TRUSSES TO NALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. AS DESCRIBED IN TABLE 2306.1 OF THE 55C(I ADJUST HEIGHT AND SHAPE OF TRUSSES A5 REQUIRED TO MATCH DEFLECTION OF 5PANNING TRUSSES. 16. OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOCATIONS KITH DOTTED TRU55E5 BELON. Il. METAL PAN LANDING N/ LIGHTNEIGHT GONG. FILL, SEE DETAIL A7/q.l. 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTER5 AND DOWNSPOUTS AS NEGE55ARY. COLOR TO BE SELECTED BY ONNER. 11. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. 's 7 7 u T 0 O 3 t 0 n H V Q c H tl 0 0 tl � o Qq o"d U - s 4 4 c { 3 t a a M N 1 3 , 0 0 0 oMD X 2 0 V J W C) Lu 0 X W ❑ Q w �- s Z M 'O ❑o O w od 'a r ' N V We . , w o = a U N Q- W ❑ N Z Q i U � c/ 1 1 z Z Q O Ln <_j CL -t p0 z a CL a v V) LaJ a Is 6 W H Q 0 > W a X Lo L`LL ,_- JOB NO. 5q8 0 o DRAWN BY FL CHECKED BY 65 APPROVED BY,55 ' DATE 5/15/00 SHEET NO. .o CL 13 4.1A a 's 7 7 u T 0 O ROOF H-4 BELOW Ob TENANT SEPARATION H-4 H-4 BUILDING SYMMETRICAL H-4 T NTERLINE ABOUT G E 4--` -4 i - -:� GIRDER H-4 �= -b r U�-� 5� GI DE stir I - j �---- - i 4 �,1 O5 - 05 1 } ( Fo!)-J 05�_ -; 5-2 I, N H-4 H-4 u co 8.3 '► it TNIT A m vEL W ° o NIT A ,I _ _ - { 1 01 L _4 W H-4 i In v � F-0- - �1 I, -��1 ate' I -JE ' r CD D Dp" d 4 D D D - 4 P. z Q m N w m n 06 01 13 H-4 s • r , , 114, 14 -- i �- V vij i UNIT A _ UNIT B UNIT A 41 i, 11s) �5 BUILDING TYPE H-4 ( 35D/ 215A UNIT BREEZEWAY J 2BD/ 2 BA UNIT THIRD FLOOR FRAMINO d SHEARWALL PLANS 25D/ 2 BA UNIT 1/811=11 _OU TENANT SEPARATION fir o EL h L t 01 , L31 F r 2 'NI s BREEZEWAY UNIT B H-4 H-4 i O1 - 5W-2 X r e 11 Mr \\ l f t � w it �L �t L -L- -- - t tkn Q550/ 25A UNIT Ob H-4 H-4 BUILDING SYMMETRICAL H-4 Ol 13 H-4 _ _ ABOUT GENTERLINE <. H-4 i -4 IR ER � , H-4 - -- ° n05it! 5 - 5-2 I H-4 H-4 _. i.° !� ;� ___.. B-2 I 05 L -1 NIT D I! NI A NIT D , 6 W r - I lIl H-4 W Fol :z: 1 ( 0 ; n ° �< g� S 1 D. «:._...,. �. .. D D .�., c D D wd i lri '2 'i ` �,•'�iN ` jl I! N , / 4�.�! ,i I' -i ',.;I 2 2 I! � - l`� ,.:.� _!� > --- �.___�� s.« �_ !_-:._ - Aja f1 I 3 7 0-711 iA ie ' - { 1 I ��jl UNIT A sal a.y i ' 8.✓ It UNIT D UNIT A UNIT D r4 ' I , -- 5W-3 a5W-3 i I 1Lol, ,...,. u'',:.2t.:i..., a2i8::PP' - _ .. i '_. f ... ..h t _.. .. _. - :. _:.`::� ..: -_ _.•__-._-_..;{ -__ __ __. - ..._-..-_ 4 _ _�: _.:, ._.__l i I i 1 FIRE 5PRINKI.ER ROOM 8.1 8.1 8.1 51M. 8.1 51M. i � w it �L �t I- 3 io p �j 3 2 0i'!. TRUSSES. AOJU5T TRU55 WEBBING A5 REQUIRED TO PROVIDE 8.1 00 a x Q Q Z o c� o cn W M OD SIM. D KEY NOTES: 82 NOTES KEYED ARE TYPICAL, ALL OTHER NOTES ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP DRAWINGS 5HOWING LAYOUT, PROFILES AND GONNECTION5 AND LOAD DIAGRAMS FOR ROOF TRUSSES SIGNED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 55C,1606.1.2.1 AND 55C 3501. 2 82 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, 5PAN5 AND CONDITIONS SHOWN. SPACE TRUSSES AT 2'-0" O.C. MAXIMUM AND A5 REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOGKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT GONDITION5 FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS 2 OF EACH TRU55 A5 PER TABLE 2306.1 OF THE Iggl 55C(I. 8.1 TRU55E5 SHALL BE DESIGNED IN AGGORDANCE WITH 55G1606.1.2.1 AND 55C 3501. 03. ROOF SHEATHING. PROVIDE 1/16 u 0.5.5., SPAN RATED, CODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT A5 NOTED OTHERWI5E, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS 5PE(IFIED IN 8.1 TABLE 2306.1 OF THE Iggl 55GG1. WHERE SCHEDULE DIFFERS FROM SPEC IFI(, DETAILS NOTED HERE, INSTALL iNAGGORDANCE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 8 INT, BEARING WALLS SHALL BE #2 5.P.F. MIN. W/3 X 4 WD. STUDS @ 16" O.G. FOR 3 STORY BUILDING5 @ GROUND FLOOR AND 2X4 WOOD 5TU05 @ lb" O.G. AT OTHER LOCATIONS, AT OTHER LOCATIONS PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE SOL. BOT, PLATE 4 DOUBLE TOP PLATE ® BEARING WALL5. @ NON-BRG. INT. WALL5, PROVIDE ROOF SINGLE. BOT. 8 TOP PLATE W/5TUD5 ® 24" O.G. BELOW (TYP) Ob. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK 5UPPORT5 FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, $ GIRDERS. 07. DRAFT 5TOPPIN5 - AT LOCATIONS 5HOWN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPIN6 IN TRU55 CAVITY, PROVIDE 1/16" 0.5.8. AT SHEAR WALLS WITH 80 NAILS AT 4" O.G. HORIZONTALLY A4---" VERTICALLY, INSTALL MATERIAL GONTINUOU5 FROM TOP OF GE,LING MEMBRANE TO UNDERSIDE OF DECKING, PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEMBERS TO SUPPORT DRAFT STOP PANELS AT ALL LOGATION5. SEAL ALL JOINTS N1 METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. DRAFT5TOPPING SHALL COMPLY WITH 550 2305.2.#2 AND 580 2305.2.3. ACCESS PANELS ARE TO BE PROVIDED FOR AGGE55 TO I ALL DRAFT5TOPPED AREAS. 8.2 08. FIRE RATED SEPARATION. AT LOCATIONS 5HOWN PROVIDE 2 H-4 LAYERS OF 5/8" TYPE 'X' GWB SHEATING IN TRU55 CAVITY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND II WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS 0)450/ 25A UNIT 11 BREEZEWAY 11 ( 2BD/ 2 BA UNIT (A )251D/ 2 BA UNIT BREEZEWAY le @)45P/ 25A UNIT BUILDING TYPE SEGOND FLOOR FRAMING 8 5HEARNALL PLANS 1/8"=11-0" NOT ALIGN WITH WALL5, PROVIDE FULL HEIGHT INFILL TRU55E5 OVER WALL WITH VERTICAL MEMBERS AT Ib" O.G. MAX. ANCHOR TRU55E5 TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. AS DESCRIBED IN TABLE 2306.1 OF THE 5BG61 ADJUST HEIGHT AND SHAPE OF TRU55E5 A5 REQUIRED TO MATCH DEFLEGTION OF SPANNING TRU55E5. 0 I6. OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOCATIONS WITH DOTTED TRUSSES BELOW. a 11, METAL PAN LANDING W/ LIGHTNEIGHT GONG, FILL. SEE DETAIL SEE SHEET 4.2A FOR AL HEADER BEAM SIZES, $ 5YM5OLE 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTER5 AND SEE SHEET 4.6 d 4.7 FOf5HEAR WALL DOWNSPOUTS A5 NEGE55ARY. COLOR TO BE 5ELEGTED BY OWNER. $ HOLDOWN DETAILS. o Iq. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. a � w p �j UM ZCN 2 0i'!. TRUSSES. AOJU5T TRU55 WEBBING A5 REQUIRED TO PROVIDE Z UI U) W 00 a x Q Q Z o c� o cn W M OD d D O cLLJ° _O LL' W Z N -� M z 06a W N WU � W o = Q U VERTICAL WEB TO RECEIVE DRAF5TOPPIN6 / FIRE5TOPPING. a� ❑ tz U CL z°' <t z Z d a a v� QI ^^ 1.1.. h 03 z 0 F- H- 1 U V) W C 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC, AGGE55. W F -- Q 0 LJ LOCATE ONE AGGE55 AT EACH THIRD FLOOR BREZEWAY. x V) JOB NO 5q8 DRAWN BY P55 CHECKED BY GS APPROVED BY JBB DATE 5A5/00 SHEET NO. 4.2 11. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, H-4 APA, SPAN RATED, (ODE CERTIFIED WOOD DECKING. GLUE AND 2 NAIL TO TRU55 TOP GHQR05. 01 _ 12. ALL STUD WALL SILL PLATES AND OTHER MEMBER5 IN CONTACT WITH CONCRETE SHALL BE PRE55URE TREATED. :...__ __ 5W-2 �, lei13. TRU55 LAYOUTS. ALL TRUSS LAYOUTS ARE 5GHEMATIG AND 5HOWN TO INDICATE PE516N INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRUSSES AND COMPONENTS y NEGE55ARY TO FULFILL THE PE51ON INTENT WHETHER 5HOWN IN 5W -I 8.1 THESE DRAWIN05 OR NOT, 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF zz I� '. yell I PAINTED GALVANIZED STEEL OR ALUMINUM GOOSENECK VENT WITH L_L' I I �' INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC AREA, ;jam iI 15. ROOF OR FLOOR TRUSSES. WHEN TRU55E5 ARE PARALLEL TO TENANT SEP. WALLS, AND NORMALLY SPACED TRUSS MEMBERS DO 0)450/ 25A UNIT 11 BREEZEWAY 11 ( 2BD/ 2 BA UNIT (A )251D/ 2 BA UNIT BREEZEWAY le @)45P/ 25A UNIT BUILDING TYPE SEGOND FLOOR FRAMING 8 5HEARNALL PLANS 1/8"=11-0" NOT ALIGN WITH WALL5, PROVIDE FULL HEIGHT INFILL TRU55E5 OVER WALL WITH VERTICAL MEMBERS AT Ib" O.G. MAX. ANCHOR TRU55E5 TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. AS DESCRIBED IN TABLE 2306.1 OF THE 5BG61 ADJUST HEIGHT AND SHAPE OF TRU55E5 A5 REQUIRED TO MATCH DEFLEGTION OF SPANNING TRU55E5. 0 I6. OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOCATIONS WITH DOTTED TRUSSES BELOW. a 11, METAL PAN LANDING W/ LIGHTNEIGHT GONG, FILL. SEE DETAIL SEE SHEET 4.2A FOR AL HEADER BEAM SIZES, $ 5YM5OLE 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTER5 AND SEE SHEET 4.6 d 4.7 FOf5HEAR WALL DOWNSPOUTS A5 NEGE55ARY. COLOR TO BE 5ELEGTED BY OWNER. $ HOLDOWN DETAILS. o Iq. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. a � w p UM ZCN h I p M o Z UI U) W 00 a x Q Q Z o c� o cn W M OD d D O cLLJ° _O LL' W Z N -� M z 06a W N WU � W o = Q U U w a� ❑ tz U CL z°' <t z Z d a a v� QI ^^ 1.1.. h 03 z 0 F- U V) W C W F -- Q 0 LJ x V) JOB NO 5q8 DRAWN BY P55 CHECKED BY GS APPROVED BY JBB DATE 5A5/00 SHEET NO. 4.2 1- z Q m m � F - w m g z UA Cil Ili - UA v op Q N. •. GABLE SLOPE 6..12 ! GABLE GABLE SLOPE _SLOPE SLOPE 6:12 6:126:12 SLOPE SLOPE, GABLE `SFr t bl � J TENANT SEPARATION BUILDING SYMMETRICAL I ABOUT CENTERLINE SYMBOLS KEY (D SYMBOL DESIGNATION DESCRIPTION r. - F. - - FIRE5TOPPIN6, SEE NOTE b, SHEET 4.1 -0 -0 - - DRAFT5TOPPING, SEE NOTE 1, SHEET 4.1 - - - --- H -X OR B -X HEADER OR BEAM 4X12 - INTERIOR LOAD BEARING WALL5 H-3 2 - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE VERTICAL CHASE : COORDINATE W/ MECHANICAL H-4 2 - 2X12 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE 2 5-1 (2)-1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 5-2 O INDICATIONS OF 5YM5OL5 ARE SHOWN ADJACENT TO WALL FOR CLARITY, HEADER SCHEDULE SPAN CONDITION HEADER SIZE NO. JACKS UP TO 4'-0" ® ROOF DOUBLE 2X8 I UP TO 4'-0" @ FLOOR DOUBLE 2X10 I 4'-1" TO &'-0" ® ROOF DOUBLE 2X12 2 4'-1" TO 8'-0" @ FLOOR DOUBLE 2X12 2 A. PROVIDE "CONSTRUCTION GRADE" OR NO. 2 5PF FOR ALL SHORT HEADERS (4'-0" SPAN) B: PROVIDE "SELECT 5TRUGTURAL" 5PF FOR ALL LONG HEADERS (5'-0" SPAN) G. PROVIDE 1/16" O.S.B. FLITCH PLATE AT CENTER OF ALL HEADERS. (CONTINUOUS FOR FULL LENGTH OF HEADER, (TYP) GABLE . SLOPE- 5_1.OP�� , X 6:12u, 6:12GABLE -1 d ,�•-_ 6.12 ,. _.,; _T__ ��-��R ( s 9:E' a 2- -:. I 'rtr?5 7-9La'3r• '- 1� �°' s _ SLOPE SLOPE ? o ` 6:12! SLOPE ►� o -1 f Lu SLOPE -- 6 coRIDGE o �. P _ SL E o GABLE GABLE t( 5t LOPE r '9 6:12 � � fi W SLOPE � _1,6 6.12 - . SPE! - 6 12 6.12 _ Li oLu i�lRIDGE � � I Q a cv 612 I' y��' 6- _J L {{ fAl � UNIT BI UNIT �; � �, UNIT B -� UNIT i f'I I 1ujLu Lu u, loo It* 1 f � I __f o _-Lj�/ ..a V 14 ---► � j fO a - SLOPE �v'i ijSLOPE 6:12 Ob I'Ol6:12 6 I 2 H-5 ID �, ; , ; it i10 F IO RIDGE RIDGE ( , ,,i',. - :RIDGE?°r j H-5 E _ I�. p .. p p D p -.- D p p - D P ^_ rD r._ p D -.. D p D -- p. - D j. -''-+• D - D D .:.r... ?"*'." P D P I-r-� _.. ,w$,_.- D P... :1;,' RIDGE �1302�01 ,, l 3 - ;, ; o v,- W it l; _ 2 H 0� 07 fi ( '' w i 2 I I 2 ;1 _ ,, 3 _ 4'' o , HEADER DESIGNATIONS HEADER DESIGNATIONS SIZEDESCRIPTION • * MIN. NO. OF BRG. STUDS OR JACKS H -I 2 - 2X10 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE 2 H-2 4X12 #2-5.P.F. 3 H-3 2 - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE I H-4 2 - 2X12 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE 2 5-1 (2)-1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 5-2 2 -1 3/4"XI4" LVL LAMINATED VENEER LUMBER 1 3 GIRDER GIRDER GIRDER ENG. PRE -FAB. BY TRU55 C -O -L 1 3 UNLESS NOTED OTHRWS. , GABLE . SLOPE- 5_1.OP�� , X 6:12u, 6:12GABLE -1 d ,�•-_ 6.12 ,. _.,; _T__ ��-��R ( s 9:E' a 2- -:. I 'rtr?5 7-9La'3r• '- 1� �°' s _ SLOPE SLOPE ? o ` 6:12! SLOPE ►� o -1 f Lu SLOPE -- 6 coRIDGE o �. P _ SL E o GABLE GABLE t( 5t LOPE r '9 6:12 � � fi W SLOPE � _1,6 6.12 - . SPE! - 6 12 6.12 _ Li oLu i�lRIDGE � � I Q a cv 612 I' y��' 6- _J L {{ fAl � UNIT BI UNIT �; � �, UNIT B -� UNIT i f'I I 1ujLu Lu u, loo It* 1 f � I __f o _-Lj�/ ..a V 14 ---► � j fO a - SLOPE �v'i ijSLOPE 6:12 Ob I'Ol6:12 6 I 2 H-5 ID �, ; , ; it i10 F IO RIDGE RIDGE ( , ,,i',. - :RIDGE?°r j H-5 E _ I�. p .. p p D p -.- D p p - D P ^_ rD r._ p D -.. D p D -- p. - D j. -''-+• D - D D .:.r... ?"*'." P D P I-r-� _.. ,w$,_.- D P... :1;,' RIDGE �1302�01 ,, l 3 - ;, ; o v,- W it l; _ 2 H 0� 07 fi ( '' w i 2 I I 2 ;1 _ ,, 3 _ 4'' o , BUILDING TYPE II ROOF / ROOF FRAMING PLANS I/8"=1 I-0'' 5.2 - ROOF BELOW (TYP.) 2 5.2 NM ROOF BELOW (TYP.) 0., 0 SEE SHEET 4.b d 4.1 FOR SHEARWALL d HOLOOWN DET4I1-5. ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL, 01. TRU55 SHOP DRAWIN65. PROVIDE SHOP DRAWING -5 5HOWING LAYOUT, PROFILES AND GONNECTION5 AND LOAD DIAGRAMS FOR ROOF TRU55E5 51ONED AND SEALED BY AN ENGINEER CERTIFIED TO PRAGTIGE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA, TRU55E5 SHALL BE DESIGNED IN A(GORDANCE WITH 5501606.1.2.1 AND 55C 3501. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOA05, SPANS AND CONDITIONS SHOWN. SPACE TRUSSES AT 2'-0" O.G. MAXIMUM AND A5 REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRU55E5. SECURE BEARING POINTS OF EACH TRU55 A5 PER TABLE 2306.1 OF THE Mq l 55G0 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 5BC1606.1.2.1 AND 55G 3501. 03. ROOF SHEATHING. PROVIDE 1116" 0.5.B., SPAN RATED, CODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERWI5E, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS SPECIFIED IN TABLE 2306.1 OF THE Ig11 55G61. WHERE SCHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL INAGGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD WALL5. EXT. 4 INT. BEARING WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 WD. STUDS ® 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOD AND 2X4 WOOD STUDS @ 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIOE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE $ DOUBLE TOP PLATE @ BEARING WALLS. @ NON -BRC. IIT, WALL5, PROVIDE SINGLE. BOT. $ TOP PLATE W/5TU05 @ 24" O.G. 06. BEAM /GIRDER 5UPPORT5. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, d GIRDERS. 01. DRAFT STOPPING - AT LOCATIONS 5HOWN PROVIDE 1/2" GYPSUM BOARD DRAFTSTOPPING IN TRU55 CAVITY, PROVIDE 1116" 0.5.5. AT SHEAR HALLS WITH 8D NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEEMBER5 TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DUCT TAPE, DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. DRAFT5TOPPING SHALL COMPLY WITH 5BG 2305.2.#2 AND 550 2305.2.3. AGGE55 PANELS ARE TO BE PROVIDED FOR AGGE55 TO ALL DRAFT5TOPPED AREAS. 08. FIRE RATED SEPARATION, AT LOCATIONS 5HOWN PROVIDE 2 LAYERS OF 5/8" TYPE 'XI GW5 5HEATING IN TRU55 CAVITY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. I 5. Oq. TRJ55E ADJUST TRUSS WEBBING A5 REQUIRED TO PROVIDE VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDIGATES A 22X36 ONE HOUR FIRE RATED ATTIC, AGGE55. LOCATE ONE AC/,E55 AT EACH THIRD FLOOR BREZEWAY. 11. FLOOR DEGKING. PROVIDE 23/32" TONGUE AND GROOVE 056, APA, SPAN RATED, GODE CERTIFIED WOOD PECKING. GLUE AND NAI T T L 0 RU55 TOP CHORDS. 12. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN CONTACT WITH GONGRETE SHALL BE PRE55URE TREATED. 13. TRU55 LAYOUTS. ALL TRU55 LAYOUTS ARE 56HEMATIG AND SHOWN TO INDICATE DE516N INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRU55E5 AND COMPONENTS NEGE55ARY TO FULFILL THE DESIGN INTENT WHETHER 5HONN IN THESE DRAWING5 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM GOOSENECK VENT WITH INSECT 5GREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. 15. ROOF OR FLOOR TRU55E5. WHEN TRU55E5 ARE PARALLEL TO TENANT SEP. WALL5, AND NORMALLY SPACED TRU55 MEMBERS DO NOT ALIGN WITH WALLS, PROVIDE FULL HEIGHT INFILL TRU55E5 OVER WALL WITH VERTICAL MEMBERS AT Ib" O.G. MAX. ANCHOR TRUSSES TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF 5PANNIN6 TRU55E5. AS DESCRIBED IN TABLE 2306.1 OF THE 55CG1 ADJUST HEIGHT AND SHAPE OF TRU55E5 AS REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. 16. OVER -FRAYING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOC ATION5 r, DOTTED TRUSSES BELOW. 11. METAL PAN _ANDING W/ LIGHTWEIGHT GONG. FILL. SEE DETAIL Al/q.1. 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND DOWN5POUT5 AS NECESSARY, COLOR TO BE SELECTED BY OWNER. 1. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT E-1 w O 4s _ M M � N I C) 0C) z E 4 4 (D z '` No LW M o00 20 62 ❑ w F- o F+- M ALJ o FF--❑ zw 0- 06 UJ W o FE v� a� W ❑ N U z 0 L.� Q C Q C \may\ V z 0 Ill CL w a w Q W �B x L- V) JOB NO. 5�8 DRAWN BY P55 CHECKED BY 63 APPROVED BY JBB DATE 5/15/00 SHEET NO. 4.2A IWIN I NIS � / � II- r.�11�Fil���..��"���.._ VIII .�����"��.m;����l'1► ��� i el�m IIII C: :ice ��IIIIII,���i► „��� -��MEW BREEZENAY BREEZENAY 0 BUILDING TYPE II ROOF / ROOF FRAMING PLANS I/8"=1 I-0'' 5.2 - ROOF BELOW (TYP.) 2 5.2 NM ROOF BELOW (TYP.) 0., 0 SEE SHEET 4.b d 4.1 FOR SHEARWALL d HOLOOWN DET4I1-5. ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL, 01. TRU55 SHOP DRAWIN65. PROVIDE SHOP DRAWING -5 5HOWING LAYOUT, PROFILES AND GONNECTION5 AND LOAD DIAGRAMS FOR ROOF TRU55E5 51ONED AND SEALED BY AN ENGINEER CERTIFIED TO PRAGTIGE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA, TRU55E5 SHALL BE DESIGNED IN A(GORDANCE WITH 5501606.1.2.1 AND 55C 3501. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOA05, SPANS AND CONDITIONS SHOWN. SPACE TRUSSES AT 2'-0" O.G. MAXIMUM AND A5 REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRU55E5. SECURE BEARING POINTS OF EACH TRU55 A5 PER TABLE 2306.1 OF THE Mq l 55G0 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 5BC1606.1.2.1 AND 55G 3501. 03. ROOF SHEATHING. PROVIDE 1116" 0.5.B., SPAN RATED, CODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERWI5E, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS SPECIFIED IN TABLE 2306.1 OF THE Ig11 55G61. WHERE SCHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL INAGGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD WALL5. EXT. 4 INT. BEARING WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 WD. STUDS ® 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOD AND 2X4 WOOD STUDS @ 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIOE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE $ DOUBLE TOP PLATE @ BEARING WALLS. @ NON -BRC. IIT, WALL5, PROVIDE SINGLE. BOT. $ TOP PLATE W/5TU05 @ 24" O.G. 06. BEAM /GIRDER 5UPPORT5. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, d GIRDERS. 01. DRAFT STOPPING - AT LOCATIONS 5HOWN PROVIDE 1/2" GYPSUM BOARD DRAFTSTOPPING IN TRU55 CAVITY, PROVIDE 1116" 0.5.5. AT SHEAR HALLS WITH 8D NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEEMBER5 TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DUCT TAPE, DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. DRAFT5TOPPING SHALL COMPLY WITH 5BG 2305.2.#2 AND 550 2305.2.3. AGGE55 PANELS ARE TO BE PROVIDED FOR AGGE55 TO ALL DRAFT5TOPPED AREAS. 08. FIRE RATED SEPARATION, AT LOCATIONS 5HOWN PROVIDE 2 LAYERS OF 5/8" TYPE 'XI GW5 5HEATING IN TRU55 CAVITY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. I 5. Oq. TRJ55E ADJUST TRUSS WEBBING A5 REQUIRED TO PROVIDE VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDIGATES A 22X36 ONE HOUR FIRE RATED ATTIC, AGGE55. LOCATE ONE AC/,E55 AT EACH THIRD FLOOR BREZEWAY. 11. FLOOR DEGKING. PROVIDE 23/32" TONGUE AND GROOVE 056, APA, SPAN RATED, GODE CERTIFIED WOOD PECKING. GLUE AND NAI T T L 0 RU55 TOP CHORDS. 12. ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN CONTACT WITH GONGRETE SHALL BE PRE55URE TREATED. 13. TRU55 LAYOUTS. ALL TRU55 LAYOUTS ARE 56HEMATIG AND SHOWN TO INDICATE DE516N INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRU55E5 AND COMPONENTS NEGE55ARY TO FULFILL THE DESIGN INTENT WHETHER 5HONN IN THESE DRAWING5 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM GOOSENECK VENT WITH INSECT 5GREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. 15. ROOF OR FLOOR TRU55E5. WHEN TRU55E5 ARE PARALLEL TO TENANT SEP. WALL5, AND NORMALLY SPACED TRU55 MEMBERS DO NOT ALIGN WITH WALLS, PROVIDE FULL HEIGHT INFILL TRU55E5 OVER WALL WITH VERTICAL MEMBERS AT Ib" O.G. MAX. ANCHOR TRUSSES TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF 5PANNIN6 TRU55E5. AS DESCRIBED IN TABLE 2306.1 OF THE 55CG1 ADJUST HEIGHT AND SHAPE OF TRU55E5 AS REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. 16. OVER -FRAYING. PROVIDE 2x TRUSSES OVER -FRAMING IN LOC ATION5 r, DOTTED TRUSSES BELOW. 11. METAL PAN _ANDING W/ LIGHTWEIGHT GONG. FILL. SEE DETAIL Al/q.1. 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND DOWN5POUT5 AS NECESSARY, COLOR TO BE SELECTED BY OWNER. 1. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT E-1 w O 4s _ M M � N I C) 0C) z E 4 4 (D z '` No LW M o00 20 62 ❑ w F- o F+- M ALJ o FF--❑ zw 0- 06 UJ W o FE v� a� W ❑ N U z 0 L.� Q C Q C \may\ V z 0 Ill CL w a w Q W x L- V) JOB NO. 5�8 DRAWN BY P55 CHECKED BY 63 APPROVED BY JBB DATE 5/15/00 SHEET NO. 4.2A ►1 I BUILDING TYPE THIRD FLOOR FRAMING 8 SHEARWALL PLANS H-4 H-4 F* i OB 350/26A UNIT BREEZEWAY 9G 350/ 2 BA UNIT BUILDING TYPE III SEGOND FLOOR FRAMING 8 5HEARNALL PLANS 1/8°=i'-011 935012 BA UNIT 8"1 SIM. BREEZENAY c .0 8.1 B 35D/25A UNIT 1 _ ROOF BELOW (TYPJ ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL. 01. TRU55 SHOP DRAWINGS. PROVIDE SHOP DRAWINGS 51-10WING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAM5 FOR ROOF TRUSSES SIGNED AND 5EALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN AGGORPANrE KITH 55(1606.1.2.1 AND 5136 3501. 02. ROOF TRU55E5. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRU55E5 FOR LOAD5, SPANS AND CONDITIONS SHOWN. SPACE TRU55E5 AT 2'-0" O.G. MAXIMUM AND AS REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOGKING AND 5RAGIN0 REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NE( E55ARY SUPPORT CONDITIONS FOR FRAMING ATTAGHED TO HOOD TRU55E5. SECURE BEARING POINTS OF EACH TRU55 A5 PER TABLE 230b.I OF THE Igal 55CG1, TRU55E5 SHALL BE DE516NED IN A(GOROANGE WITH 55G160b.1.2.I AND 55G 3501. 03. ROOF 5HEATHIN6. PROVIDE 1/16" 0.5.5., SPAN RATED, (ODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT A5 NOTED OTHERWISE, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS 5PEGIFIED IN TABLE 2306.1 OF THE Iggl 556G1. WHERE SCHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL INAGGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD WALL5. EXT. 4 INT. BEARING? WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 HD. 5TUD5 ® 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 HOOD 5TUD5 @ 16" O.G. AT OTHER LOCATIONS, AT OTHER LOCATION5 PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE 56L. BOT. PLATE 4 DOUBLE TOP PLATE ® BEARING W4LL5. ® NON-BRO. INT. WALL5, PROVIDE SINGLE. BOT. $ TOP PLATE- &5TUD5 0 24" O.G. 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO HOOD 5TRUGTURE UNDER ALL HOOD HEADER5, 5EAM5, 8 GIRDERS. Ol. DRAFT 5TOPPIN6 - AT LOCATIONS 5HONN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPINO IN TRUSS CAVITY. PROVIDE 1/I6" O.S.B. AT SHEAR WALL5 WITH SD NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDER51DE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND HOOD MEMBERS TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS N/ METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS H/ METALIZED DUCT TAPE. DRAFT5TOPPING SHALL COMPLY WITH 513( 2305.2.#2 AND 513( 2305.2.3. A(CE55 PANELS ARE TO BE PROVIDED FOR ACCESS TO ALL DRAFTSTOPPED AREAS. 08. FIRE RATED SEPARATION. AT LOCATIONS SHOWN PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GNB 5HEATIN6 IN TRU55 CAVITY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. Oq. TRU55E5. ADJUST TRU55 WEBBING A5 REQUIRED TO PROVIDE VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC AGGE55. LOCATE ONE AGGE55 AT EACH THIRD FLOOR BREZEWAY. II. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, APA, SPAN RATED, CODE CERTIFIED WOOD DECKING. GLUE AND NAIL TO TR 155 TOP CHORDS. 12. ALL STUD NALL 51LL PLATES AND OTHER MEMBERS IN CONTACT KITH CONCRETE SHALL BE PRE55URE TREATED. 13. TRU55 LAYOUTS. ALL TRU55 LAYOUTS ARE SCHEMATIC AND 5HONN TO INDICATE OE510N INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRUSSES AND COMPONENTS NECESSARY TO FULFILL THE OE516N INTENT NHETHER 5HONN IN THESE DRAWINGS OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM 5005ENEGK VENT WITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC AREA. 15. ROOF OR FLOOR TRU55E5. WHEN TRU55E5 ARE PARALLEL TO TENANT SEP. NALL5, AND NORMALLY 5PAGED TRU55 MEMBERS DO NOT ALIGN KITH WALL5, PROVIDE FULL HEIGHT INFILL TRU55E5 OVER WALL WITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR TRUSSES TO WALLS AND DECK 5HEATHING REQUIRED TO MATCH DEFLECTION OF 5PANNIN5 TRU55E5. A5 DESCRIBED IN TABLE 2306.1 OF THE 55CC1 ADJUST HEIGHT AND SHAPE OF TRU55E5 AS REQUIRED TO MATCH DEFLECTION OF 5PANNING TRU55E5. 16. OVER -FRAMING. PROVIDE 2x TRU55E5 OVER -FRAMING IN LOCATIONS WITH DOTTED TRU55E5 BELON. Il. METAL PAN LANDING W/ LIGHTWEIGHT GONG. FILL. SEE DETAIL Al/q.l. 2 0. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND 6.2 SEE SHEET 4.3A FOR ALL HEADER, DOWN5POUT5 AS NEGE55ARY. COLOR TO BE SELECTED BY OWNER. BEAM SIZES, d 5YMBOL5. SEE SHEET 4.6 d 4.7 FOR SHEAR NALL 11. PROVIDE ANCHORAGE FOR STAIR 5TRINGER ATTACHMENT. 4 HOLDOWN DETAIL5. El w co� 0 � q V L� UM Z N I 1 O M Z W o 0 o 4Q x Q z ca Vo L.j N, co olfO © � o E ❑ E W LAJ z N M Z w od W N U E LJ ry F- �_ E = a U W W Io- i � ❑ N � o zo 8 ,70 z O n. U N W 0 W Q 0 W X JOB NO. 5qa DRAWN BY P55 CHECKED BY 0 APPROVED BY .IBB DATE 5/15/00 SHEET NO. 4.3 ROOF _--, BELOW (TYP.) SYMBOLS KEY Q SYMBOL DESIGNATION DESCRIPTION DOUBLE 2X8 UP TO 4'-0" ® FLOOR w Q- O ry - DOUBLE 2X12 2 G ABLE - - - H -X OR B -X HEADER OR BEAM GABLE - INTERIOR LOAD BEARING WALL5 (2) - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE I VERTICAL GHA5E : COORDINATE W/ MECHANICAL (2) - 2X12 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE SLOPE B -I (2) -1 3/4"XII 1/4" LVL SLOPE_ -6.12 3 5-2 (2 -I 3/4"X14" LVL 66.12 3 GIRDER I GIRDER I GIRDER ENG. PRE -FAB. BY TRJ55 CO. 3 UNLE55 NOTED OT4RW5. UA - Z M � N v O M - Z UI' o co 0 a X Z 0 C/) Lijw Vo o 00 SLOPE Q oOf h O o w f; � o Z n - o Pti O w `` 06 WOE= _ U N � U w OE � a a Lu = ROOF _--, BELOW (TYP.) SYMBOLS KEY Q SYMBOL DESIGNATION DESCRIPTION DOUBLE 2X8 UP TO 4'-0" ® FLOOR FIRE5TOPPING, SEE NOTE 8, SHEET 4.1 4'-1" TO 8'-0" @ ROOF DOUBLE 2X12 2 DRAFT5TOPPING, SEE NOTE 1, SHEET 4.1 - - - H -X OR B -X HEADER OR BEAM - INTERIOR LOAD BEARING WALL5 (2) - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE I VERTICAL GHA5E : COORDINATE W/ MECHANICAL (2) - 2X12 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE 2 B -I (2) -1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 5-2 (2 -I 3/4"X14" LVL 0I INDICATIONS OF SYMBOLS ARE SHOWN ADJACENT TO WALL FOR CLARITY. HEADER SCHEDULE SPAN CONDITION HEADER SIZE NO. JACKS UP TO 4'-0" @ ROOF DOUBLE 2X8 UP TO 4'-0" ® FLOOR DOUBLE 2X10 1 4'-1" TO 8'-0" @ ROOF DOUBLE 2X12 2 4'-1" TO 8'-0" @ FLOOR DOUBLE 2X12 2 A. PROVIDE "GON5TRU( TION GRADE" OR NO. 2 5PF FOR ALL SHORT HEADERS (4'-0" SPAN) B: PROVIDE "SELECT STRUCTURAL" 5PF FOR ALL LONG HEADERS 68'-0" SPAN) G. PROVIDE 1/16" 0.5.6. FLITCH PLATE AT CENTER OF ALL HEADERS. (CONTINUOUS FOR FULL LENGTH OF HEADER, (TYP) U KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE - GENERAL. 01. TRUSS SHOP DRAWINGS. PROVIDE SHOP DRAWIN05 SHOWING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAM5 FOR ROOF TRUSSES 515NED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN AGGORDANGE WITH 55G1606.I.2.1 AND 55G 3501. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRIGATED 2X WOOD TRU55E5 FOR LOAD5, 5PAN5 AND CONDITIONS 5HOWN. SPACE TRU55E5 AT 2'-0" O.G. MAXIMUM AND A5 REQUIRED BY TRD55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NEGE55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS A5 PER TABLE 2306.1 OF THE I1g1 55G(1. TRU55E5 SHALL BE DESIGNED IN A(rORPAN(E WITH 5BG1606.1.2.I AND 556 3501. 03. ROOF SHEATHING. PROVIDE 1/16" 0.5.8., SPAN RATED, ( ODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERWISE, ALL WOOD FRAMING (OYPONENT5 SHALL BE FASTENED A5 SPECIFIED IN TABLE 2306.1 OF THE Igg1 556(1. WHERE SCHEDULE DIFFERS FROM 5PEGIFIG DETAIL5 NOTED HERE, INSTALL INACGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 4 INT, BEARING WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 WD. 5TUD5 ® 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 WOOD 5TUD5 @ 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE 4 DOUBLE TOP PLATE ® BEARING WALL5. ® NON -BRC. INT. WALLS, PROVIDE SINGLE. BOT. d TOP PLATE W/5TU05 @ 24" O.( . 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, 4 GIRDERS. 01, DRAFT STOPPING - AT LOCATIONS SHOWN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPING IN TRU55 CAVITY. PROVIDE 1/16" 0.5.8. AT SHEAR WALL5 WITH 8D NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL GONTINUOU5 FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEMBER5 TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ TENANT SEPARATION BUILDING SYMMETRICAL METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL Q " GABLE 1 ABOUT CENTERLINE GABLE LOGATION5. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. GABLE -'� -= DRAFT5TOPPIN6 SHALL COMPLY WITH 55C 2305.2.#2 AND 5BG u SLOPE SLOPE - _ _ - 6:12 Lu ��------r---- I� 2305.2.3. AGGE55 PANELS ARE TO BE PROVIDED FOR AGGE55 TO L 6:12 W 12 6 I2 �- .a. __��I s �- r 6: y, o �;, y �ti; h! Q ; SLOPE I ! SLOPE ! ALL DRAFT5TOPPED AREAS. O �F _ ��. ,Z�:,j I,o JP (ASL i; - _ -! I �1 6.12 GABLE t- F J ,� I �,,, . ( ___-_--- _- - ! 08. FIRE RATED SEPARATION. AT LOCATIONS SHOWN PROVIDE 2 �.. P; LAYERS OF 5/8" TYPE 'X' GWB 5HEATING IN TRUSS CAVITY. INSTALL LIA -- I5LOPE o I SLOPE o 45LOP i _ `� 2 6:12 �' ;� 6:12 oc ; _� _____ _ MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO SLOPE -- 9c� , PE - r m In 6d -n, -y , b -- } L ((° ,, --� 8.1 UNDER51PE OF DEGKING. PROVIDE ALL REQUIRED BLOCKING AND 5L ,�- 9�� ii I x. SLOPE FrY II - - i --� WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL (2:12�, �, Fr I ; I _ _ _ { i W 6:12 j I E� by _ _ - 5:12 LOCATIONS. j I UNIT �P < UNIT A/R /'� i I it {! ,t ! jj UNIT A/R NI Q j, a ! Ly s o I _ r� 1 ( f 4 It � i f� � � 1 � j. `� �`� ! til t �} Oq. TRU55E5. ADJUST TRU55 WEBBING A5 REQUIRED TO PROVIDE nil 00 ' "' _ I� VERTICAL WEB TO RECEIVE DRAFSTOPPING / FIRESTOPPING. fi _ { o o;_�_` r$ __-. OL LLA n III _.il !�_-y tl 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC ACCESS. 1 ( t 1 ' - - - SLOPE �P� LOBATE ONE AGGE55 AT EACH THIRD FLOOR BREZEWAY. SLOPE 01UE AND GROOVE 05 6,Qb ),07 l 612 II. FLOOR PECKING. PROVIDE 23/32TOG6 12 jR, _� R 0 APA SPAN RATED, CODE CERTIFIED WOOD DEGKING. GLUE AND - -tp te?RIDGE Ty D --D D NAIL TO TRU55 TOP CHORDS H5 -! i, 2 � H5 Xw i I 12 ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN ��i 3 H- ! 3 �' ±1__ (' ._._ _ ,__ � ,_. � � �,�, CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. Io 3 to Il0 _ t� . � to rn �� ` , r I ._ _ ._ - { _-� �; � 3. TRUSS LAYOUTS. ALL TRUSS LAYOUTS ARE SCHEMATIC AND 77 H WN TO INDICATE DE51GN INTENT. THE TRU55 MANUFACTURER 5 0 }SHALL BE RE5PON515LE FOR ALL TRUSSES AND 6OMPONENT5 i NI G 2 NECESSARY TO FULFILL THE DE516N INTENT WHETHER 5HOWN IN -- NIX o / 3 '; I6 {' '! - „ f 8.1 THESE DRAWINGS OR NOT. 16 G NIT A 4 °C a � �� � � NIT A/ v / 1 14. OFF RIDGE VENT5. PROVIDE 4'-0" LONG WATERPROOF GI E RTE iI I - - - -- ' ,- PAINTED GALVANIZED STEEL OR ALUMINUM 0005ENE6K VENT WITH H-4 H - INSECT - o- - ER 06 INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. +! . IR ER IR - T- -F iR ER RD R - � - :y - 15. ROOF OR FLOOR TRUSSES. WHEN TRUSSES ARE PARALLEL TO or H- OI 02 3 H_ a TENANT SEP. WALL5, AND NORMALLY 5PACED TRU55 MEMBERS DO NOT ALIGN WITH WALLS' PROVIDE FULL HEIGHT INFILL TRUSSES _ ROOF OVER WALL WITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR B I -T B -I �; BELOW (TYP) TRUSSES TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH -4 H-4 H-4 _ DEFLECTION OF SPANNING TRUSSES. A5 DESCRIBED IN TABLE H-4 H --- -- -� 7 2306.1 OF THE 55CG1 ADJUST HEIGHT AND SHAPE OF TRUSSES A5 71 q 3 REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. H 8.1 8.1 51M. 8.1 51M. 4.1 8.1 2 H-4 82 I6. OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN 25R/25A UNIT BREEZEWAY G 35R/25A UNIT G 35R/25A UNIT BREEZEWAY @250. /25A UNIT LOCATIONS WITH DOTTED TRU55E5 BELOW. 11. METAL PAN LANDING W/ LIGHTWEIGHT GONG. FILL. SEE DETAIL Al/q.l. DUILDIN6 7 YFE III ROOF ROOF FRAMIN5 FLAN5" 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND SEE SHEET 4.6 4 4,1 FOR DOWN5POUT5 AS NEGE55ARY. COLOR TO BE SELECTED BY OWNER. SHEARWALL 6 HOEDOWN DETAILS. Iq. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. HEADER DESIGNATIONS HEADER DESIGNATIONS SIZE DESCRIPTION MIN. N0. OF BRC. STUDS OR JACKS H -I 2) - 2XIO #2-5.P.F. WITH 1/16" GONTINUOU5 FLITCH PLATE 2 H-2 4X12 w H-3 (2) - 2X8 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE I H-4 (2) - 2X12 #2-5.P.F. WITH 1/16" CONTINUOUS FLITCH PLATE 2 B -I (2) -1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 5-2 (2 -I 3/4"X14" LVL LAMINATED VENEER LUMBER 3 GIRDER I GIRDER I GIRDER ENG. PRE -FAB. BY TRJ55 CO. 3 UNLE55 NOTED OT4RW5. U KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE - GENERAL. 01. TRUSS SHOP DRAWINGS. PROVIDE SHOP DRAWIN05 SHOWING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAM5 FOR ROOF TRUSSES 515NED AND SEALED BY AN ENGINEER CERTIFIED TO PRACTICE STRUCTURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN AGGORDANGE WITH 55G1606.I.2.1 AND 55G 3501. 02. ROOF TRUSSES. PROVIDE PRE-ENGINEERED, PREFABRIGATED 2X WOOD TRU55E5 FOR LOAD5, 5PAN5 AND CONDITIONS 5HOWN. SPACE TRU55E5 AT 2'-0" O.G. MAXIMUM AND A5 REQUIRED BY TRD55 MANUFACTURER. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NEGE55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS A5 PER TABLE 2306.1 OF THE I1g1 55G(1. TRU55E5 SHALL BE DESIGNED IN A(rORPAN(E WITH 5BG1606.1.2.I AND 556 3501. 03. ROOF SHEATHING. PROVIDE 1/16" 0.5.8., SPAN RATED, ( ODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERWISE, ALL WOOD FRAMING (OYPONENT5 SHALL BE FASTENED A5 SPECIFIED IN TABLE 2306.1 OF THE Igg1 556(1. WHERE SCHEDULE DIFFERS FROM 5PEGIFIG DETAIL5 NOTED HERE, INSTALL INACGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD WALLS. EXT. 4 INT, BEARING WALL5 SHALL BE #2 5.P.F. MIN. W/3 X 4 WD. 5TUD5 ® 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 WOOD 5TUD5 @ 16" O.G. AT OTHER LOCATIONS. AT OTHER LOCATIONS PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE 4 DOUBLE TOP PLATE ® BEARING WALL5. ® NON -BRC. INT. WALLS, PROVIDE SINGLE. BOT. d TOP PLATE W/5TU05 @ 24" O.( . 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, 4 GIRDERS. 01, DRAFT STOPPING - AT LOCATIONS SHOWN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPING IN TRU55 CAVITY. PROVIDE 1/16" 0.5.8. AT SHEAR WALL5 WITH 8D NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL GONTINUOU5 FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEMBER5 TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ TENANT SEPARATION BUILDING SYMMETRICAL METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL Q " GABLE 1 ABOUT CENTERLINE GABLE LOGATION5. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. GABLE -'� -= DRAFT5TOPPIN6 SHALL COMPLY WITH 55C 2305.2.#2 AND 5BG u SLOPE SLOPE - _ _ - 6:12 Lu ��------r---- I� 2305.2.3. AGGE55 PANELS ARE TO BE PROVIDED FOR AGGE55 TO L 6:12 W 12 6 I2 �- .a. __��I s �- r 6: y, o �;, y �ti; h! Q ; SLOPE I ! SLOPE ! ALL DRAFT5TOPPED AREAS. O �F _ ��. ,Z�:,j I,o JP (ASL i; - _ -! I �1 6.12 GABLE t- F J ,� I �,,, . ( ___-_--- _- - ! 08. FIRE RATED SEPARATION. AT LOCATIONS SHOWN PROVIDE 2 �.. P; LAYERS OF 5/8" TYPE 'X' GWB 5HEATING IN TRUSS CAVITY. INSTALL LIA -- I5LOPE o I SLOPE o 45LOP i _ `� 2 6:12 �' ;� 6:12 oc ; _� _____ _ MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO SLOPE -- 9c� , PE - r m In 6d -n, -y , b -- } L ((° ,, --� 8.1 UNDER51PE OF DEGKING. PROVIDE ALL REQUIRED BLOCKING AND 5L ,�- 9�� ii I x. SLOPE FrY II - - i --� WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL (2:12�, �, Fr I ; I _ _ _ { i W 6:12 j I E� by _ _ - 5:12 LOCATIONS. j I UNIT �P < UNIT A/R /'� i I it {! ,t ! jj UNIT A/R NI Q j, a ! Ly s o I _ r� 1 ( f 4 It � i f� � � 1 � j. `� �`� ! til t �} Oq. TRU55E5. ADJUST TRU55 WEBBING A5 REQUIRED TO PROVIDE nil 00 ' "' _ I� VERTICAL WEB TO RECEIVE DRAFSTOPPING / FIRESTOPPING. fi _ { o o;_�_` r$ __-. OL LLA n III _.il !�_-y tl 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC ACCESS. 1 ( t 1 ' - - - SLOPE �P� LOBATE ONE AGGE55 AT EACH THIRD FLOOR BREZEWAY. SLOPE 01UE AND GROOVE 05 6,Qb ),07 l 612 II. FLOOR PECKING. PROVIDE 23/32TOG6 12 jR, _� R 0 APA SPAN RATED, CODE CERTIFIED WOOD DEGKING. GLUE AND - -tp te?RIDGE Ty D --D D NAIL TO TRU55 TOP CHORDS H5 -! i, 2 � H5 Xw i I 12 ALL STUD WALL SILL PLATES AND OTHER MEMBERS IN ��i 3 H- ! 3 �' ±1__ (' ._._ _ ,__ � ,_. � � �,�, CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. Io 3 to Il0 _ t� . � to rn �� ` , r I ._ _ ._ - { _-� �; � 3. TRUSS LAYOUTS. ALL TRUSS LAYOUTS ARE SCHEMATIC AND 77 H WN TO INDICATE DE51GN INTENT. THE TRU55 MANUFACTURER 5 0 }SHALL BE RE5PON515LE FOR ALL TRUSSES AND 6OMPONENT5 i NI G 2 NECESSARY TO FULFILL THE DE516N INTENT WHETHER 5HOWN IN -- NIX o / 3 '; I6 {' '! - „ f 8.1 THESE DRAWINGS OR NOT. 16 G NIT A 4 °C a � �� � � NIT A/ v / 1 14. OFF RIDGE VENT5. PROVIDE 4'-0" LONG WATERPROOF GI E RTE iI I - - - -- ' ,- PAINTED GALVANIZED STEEL OR ALUMINUM 0005ENE6K VENT WITH H-4 H - INSECT - o- - ER 06 INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. +! . IR ER IR - T- -F iR ER RD R - � - :y - 15. ROOF OR FLOOR TRUSSES. WHEN TRUSSES ARE PARALLEL TO or H- OI 02 3 H_ a TENANT SEP. WALL5, AND NORMALLY 5PACED TRU55 MEMBERS DO NOT ALIGN WITH WALLS' PROVIDE FULL HEIGHT INFILL TRUSSES _ ROOF OVER WALL WITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR B I -T B -I �; BELOW (TYP) TRUSSES TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH -4 H-4 H-4 _ DEFLECTION OF SPANNING TRUSSES. A5 DESCRIBED IN TABLE H-4 H --- -- -� 7 2306.1 OF THE 55CG1 ADJUST HEIGHT AND SHAPE OF TRUSSES A5 71 q 3 REQUIRED TO MATCH DEFLECTION OF SPANNING TRUSSES. H 8.1 8.1 51M. 8.1 51M. 4.1 8.1 2 H-4 82 I6. OVER -FRAMING. PROVIDE 2x TRUSSES OVER -FRAMING IN 25R/25A UNIT BREEZEWAY G 35R/25A UNIT G 35R/25A UNIT BREEZEWAY @250. /25A UNIT LOCATIONS WITH DOTTED TRU55E5 BELOW. 11. METAL PAN LANDING W/ LIGHTWEIGHT GONG. FILL. SEE DETAIL Al/q.l. DUILDIN6 7 YFE III ROOF ROOF FRAMIN5 FLAN5" 18. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND SEE SHEET 4.6 4 4,1 FOR DOWN5POUT5 AS NEGE55ARY. COLOR TO BE SELECTED BY OWNER. SHEARWALL 6 HOEDOWN DETAILS. Iq. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. s 0 w ° V ` A - 0 Z M � N v O M - Z UI' o co 0 a X Z 0 C/) Lijw Vo o 00 Q oOf h O o w N LL W � o Z n - o Z O w `` 06 WOE= _ U N � U w OE � a a Lu = 0 V) o Z C) Z O N Q b J n CL dam.. Z 0 � U V) W i o a3 l W _ a _ o r r > r w CE 3 5 JOB NO. �q8 3 DRAWN BY P55 CHECKED BY GB S APPROVED BY JBB DATE 57 5115/00 G SHEET NO. 0 4-03A 6 �h i s 0 jj ObOb fl TENANT SEPARATION FLOOR GIRDER - - H-4 ,i H-4 BUILDING SYMMETRI(*.AL. H-4 -- , ABOUT CENTERLINE , F ' � r H- ORDR IR ER. _ _ _• .Ii H-4 rye cc, b:<< H-4 I .IF PE - : + 1. f I ' 6t: m o I ( 105 d H-4 H-4 1 5 l 05 N ; < I - C�k TT rt � U oLNIT A/ i LLA `L NI A ri �- _ 4 U) W it 7 �!1 i' Ol i� J fit Lj_.. , C ROOF m BELOW ° , I i FCCI D D D I D 5W-2 I I 01 r, a - D 5W-2 _ ,,- a �, Llv o K � � ____. -_ a �� I 8.3 i�1✓1 m m I ! + o UNIT A/R UNIT A 4 I� I K iILL LI It_ - s l s F,EWE , iL L f 8.1 8.1 3 5I M. 8.1 SIM. 25D/ 25A UNIT BREEZEWAY An 250/ 2 BA UNIT OA 25D/ 2 BA UNIT BU I LD I N6 TYPE 1\/ THIRD FLOOR FRAM I N6 ff SHEARWALL PLANS /8"= I'-0" KEY NOTES: I 'I NOTES KEYED ARE TYPICAL. A H H-4 3 I G L. LL OTHER NOTES ARE FLOOR GIRDER i' GENERAL. I. 1 r ` g 7 01. TRU55 SHOP ORAWING5. PROVIDE SHOP DRAWINGS 5HOWING LAYOUT, PROFILES AND CONNECTIONS AND LOAD DIAGRAMS FOR I; H- ROOF TRU55E5 SIGNED AND 5EALED BY AN ENGINEER GERTIFIED i I� TO PRACTICE 5TRU(TURAL ENGINEERING IN THE STATE OF jl 5 FLORIDA. TRU55E5 SHALL BE DESIGNED IN ACCORDANCE WITH i 1Lu 55CI606.1.2.1 AND 55( 3501. 2nd ROOF BELOW (TYP.) 02. ROOF TRU55E5. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X WOOD TRUSSES FOR LOADS, 5PAN5 AND CONDITIONS 5HOWN. _�If LL- e.__ _�_�J SPACE TRUSSES AT 2'-0" O.G. MAXIMUM AND AS REQUIRED BY n@ j - - TRU55 MANUFACTURER, PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING AND BRAGIN5 REQUIRED TO FRAME ENTIRE ROOF z ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMINGATTACH ED TO WOOD TRU55E5. R SEGU E BEARINGPOINTS 0 .INT 5 2 OF EACH TRU55 AS PER TABLE 2306.1 OF THE Iggl 5BGGI. 8.1 TRU55E5 SHALL BE DESIGNED IN AGGORDAN(E WITH 55(,1606.1.2.1 AND 5BG 3501. D 03. ROOF SHEATHING. PROVIDE 7/I6 0.5.5., SPAN RATED, CODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT A5 NOTED OTHERWISE, ALL WOOD FRAMING COMPONENTS SHALL BE FASTENED AS SPECIFIED IN TABLE 2306.1 OF THE Iggl 50GGI. WHERE SCHEDULE DIFFERS FROM 5PEGIFIG DETAILS NOTED HERE, INSTALL INAGGORPANGE TO THE GREATEST REQUIREMENT. 05, STUD WALL5. EXT. $ INT. BEARING WALL5 5HALL BE #2 5.P.F. MIN. W/3 X 4 NO. 5TUD5 ® 16" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 WOOD 5TUD5 ® 16" O.G. AT OTHER LOCATIONS. AT OTHER LOGATION5 PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE SGL. BOT. PLATE 4 DOUBLE TOP PLATE @ BEARING WALL5. @ NON-BRG. INT. WALL5, PROVIDE SINGLE. BOT. $ TOP PLATE W/5TUD5 ® 24" O.G. 06. BEAM /GIRDER 5UPPORT5. PROVIDE MULTIPLE 57U0 AND/OR 5W -I JACK SUPPORTS FROM BEARING POINT TO WOOD STRUCTURE UNDER ALL WOOD HEADERS, BEAMS, 4 GIRDERS. H-4 Ob Ob TENANT SEPARATION H-4 H-4 BUILDING SYMMETRICAL H-4 ABOUT CENTERLINE t H 4 61 Tq DE" - a IR ER H4 H 161FDEII 05 ' 1 0505 05 f t- ; H-4 H-4 \ I 3 _ �, _ j 5-2 NI NIT D II 'i v y o1NIT A k 3 w wZ 01 LuLLJ U v --Ol y m Ol 01 ;! = i I I I Ol ei F 4-1 -4- 4-1 -41 �.4� I 2 2 ` ,, 11 l f 8.3 - r� = - UNIT D o UNIT A I 4 � a f !G ,- IM If �I it y g n c, !! I I -_..___..- �,��-l� 3 f ii II 5W -I 5W I ( 450/ 25A UNIT BREEZEWAY ( 2BD/ 2 BA UNIT BUILDING TYPE 1\/ SECOND FLOOR FRAMING 8 5HEARNALL PLANS 51M, 3 a•I SIM. �A 25D/ 2 BA UNIT I/8'1= I'_of, •'> 01. DRAFT STOPPING - AT LO( ATION5 SHOWN PROVIDE 1/2" 8•I GYPSUM BOARD DRAFT5TOPPIN5 IN TRU55 CAVITY. PROVIDE 7/Ib" 2 0.5.5. AT SHEAR WALL5 WITH 8D NAILS AT 4" O.G. HORIZONTALLY BREEZEWAY / 25D/ 213A UNIT 8.2 AND VERTICALLY INSTALL MATERIAL CONTINUOUS FROM TOP OF of CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND WOOD MEMBERS TO SUPPORT DRAFT STOP PANELS AT ALL LO(ATION5. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS W/ METALIZED DUCT TAPE. ORAFT5TOPPING SHALL COMPLY WITH 5E, 2305.2.#2 AND 55C H-4 ==3 t� 2�= 2305.2.3. AGGE55 PANELS ARE TO BE PROVI DED FOR AC GE55 TO ALL ORAFT5TOPPEO AREAS. DI 13 H-4 1 !� -1 -"TF 1 TN' 08. FIRE RATED SEPARATION. AT LOCATIONS 5HOWN PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GWR CHEATING IN TR1J55 CAVITY INSTALL ! 1IjjJ� I B-2 A NIT D -d all , E I i� 2 Ik �j UNIT A 1 UNIT D �u , I �I L__ FIRE 5PRINKL ER ROOM BREEZEWAY I MATERIAL GONTINUQU5 FROM TOP OF GEILING MEMBRANE TO H4 82 UNDER51DE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND 51M. WOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL 'cc LOCATIONS. �+tt_ _� j' , i - L - Oq TRI ADJUST TRI WE681NG A5 REQUIRED TO PROVIDE VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRESTOPPING. 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC, AGGE55. LOCATE ONE ACC E55 AT EACH THIRD FLOOR BREZEWAY. JI -- -- - `' 11. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, ' s APA, SPAN RATED, ( ODE CERTIFIED WOOD DECKING. GLUE AND - 2 NAIL TO TRU55 TOP CHORDS. 01 8.1 12. ALL 57UD WALL SILL PLATES AND OTHER MEMBERS IN D D D 1 i -- CONTACT WIT H GONGRETE SHALL BE PRESSURE URE TREATED. 13. TRU55 LAYOUTS. ALL TRU55 LAYOUTS ARE SCHEMATIC AND 5HOWN TO INDICATE DE516N INTENT, THE TRU55 MANUFACTURER SHALL BE RE5PON51BLE FOR ALL TRUSSES AND COMPONENTS NECESSARY TO FULFILL THE DE51ON INTENT WHETHER SHOWN IN THESE DRAWIN05 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF t PAINTED GALVANIZED STEEL OR ALUMINUM GOOSENECK VENT WITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. „ 1� -4 + 15. ROOF OR FLOOR TRU55E5. WHEN Tt}{ }; -- -# ' '` BUSSES ARE PARALLEL TO al � 3 2 8.1 8.2 D 460/ 25A UNIT TENANT SEP. WALL5, AND NORMALLY SPACED TRUSS MEMBERS DO I!- NOT ALIGN WITH WALL5, PROVIDE FULL HEIGHT INFILL TRU55E5 OVER WALL WITH VERTICAL MEMBERS AT 16" O.G. MAX. ANCHOR TRU55E5 TO WALL5 AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. A5 DESCRIBED IN TABLE 2306.1 OF THE 5BGG1 ADJUST HEIGHT AND SHAPE OF TRU55E5 AS �r, I REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. I6. OVER -FRAMING. PROVIDE 2x TRU55E5 OVER -FRAMING IN LOGATION5 WITH DOTTED TRU55E5 BELOW. o Il. METAL PAN LANDING W/ LIGHTWEIGHT GONG. FILL. SEE DETAIL SEE SHEET 4.4A FOR ALL HEADER, BEAM SIZES, 8 SYMBOLS. I8. OPTIONAL GUTTER: PROVIDE ALUM. GUTTERS AND DOWN5POUT5 A5 NEGE55ARY. COLOR TO BE SELECTED BY OWNER. SEE SHEET 4.6 $ 4•1 FOR SHEAR WALL JDL- 4 HOLOOWN DETAILS. Ill. PROVIDE ANCHORAGE FOR STAIR 5TRIN5ER ATTACHMENT. r _ O R O V O Z M � g Z � W 0 Q Q X 4 z o 0 0 V r W M co o o LL W 0 o z N -- M Z ❑O .o w r o W _ t , N C-) V + ❑ C~j w o tz E = o a a W VZ ❑ a z Z Q.S 0 ,n Jum< n Z 0 F- a_ c_ w U W 0 W Q 0 W x u - V) JOB NO. SqS DRAWN BY PBS CHECKED BY C,8 APPROVED BY JBB DATE 5n5/00 SHEETNO. 4.4 c Lu H 5YM5OL5 KEY Q SYMBOL DESIGNATION DESCRIPTION - P -- P -- P --- P - P - - FIRE5TOPPIN6, SEE NOTE a, SHEET 4.1 - D -0 -0 -0 -0 - - DRAFT5TOPPING, SEE NOTE 1, SHEET 4.1 - - - H -X OR B -X HEADER OR BEAM #2-S.P.F. - INTERIOR LOAD BEARING HALLS 2 - 2X8 #2-5.P.F. KITH 1/16" CONTINUOUS FLITGH PLATE I VERTICAL GHA5E : COORDINATE N/ MECHANICAL (2) - 2X12 #2-5.P.F. N1TH 1/16" CONTINUOUS FLITGH PLATE 2 B -I 2 -1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER I 6-2 (2)-1 3/4"X14" LVL (I INOI6ATION5 OF SYMBOLS ARE 5HOHN ADJACENT TO HALL FOR CLARITY. HEADER SCHEDULE SPAN CONDITION HEADER SIZE NO. JACKS UP TO 4'-O" ® ROOF DOUBLE 2X8 I UP TO 4'-0" ® FLOOR DOUBLE 2X10 I 4'-1" TO 8'-0" ® ROOF DOUBLE 2X12 2 4'-1" TO 8'-0" @ FLOOR DOUBLE 2X12 2 A. PROVIDE "GON5TRU(TION GRADE" OR NO. 2 5PF FOR ALL SHORT HEADERS (4'-0" SPAN) B: PROVIDE "SELECT 5TRU6TURAL" 5PF FOR ALL LONG HEADERS (8'-0" SPAN) G. PROVIDE 1/16" 0.5.5. FLITCH PLATE AT (ENTER OF ALL HEADERS. (GONTINUOU5 FOR FULL LENGTH OF HEADER, (TYP.) GABLE GABLE BUILDING 15 GABLE GABLE SLOPE 5YMMETRIGAL ABOUT SLOPE 1- OL _ 6:12 ,,b: 12 i- CENTERLINE 1- 6:12 u, 6:12 OPE SLOPE o GABLE A GABLEi L 5L ti� 6:12 6:12 W Lu 6 SLOPE I�SLOPE o SLOP E SLOPE W 6:12 6:12 i I�� �I 6:12 J r 12 oPE _ __ _ 5L - o ql J L n 6:12 i 6:12 q� UNII A ��. ,I UNIT A/R UNIT r ,, UNIT A/R }I� ` W Q Lu ; Lu ( 0- IN � oSLOPE _-_ . 6.12 I_- � is _- C� O6 ' 1--'� RID I _ , p r i RIDGE --� 1__, .�.-.. �.r" la.w.+. '-'!'�'r p' .. ..+ ___G. _. D�• D ,� p D -�-. D D -.ewe-.D. '-D D ... ,: ,C„ a........»..�.. _.M._Q_. ._.._. «..�..,..vU i �. _ 1 � ��.. , 1 � F f`; l� ( r .. � �,.,I r°C t H 5 ',I r-lj' H 5 , , + II ; U ° ;�( f _ ro I xY H-4 H-4 ` H- I I 3 9 H_4 8.1 8.1 8.1 SIM. 4.7 SIM. 2 50 / 2 BA UNIT 1, BREEZEWAY I, (A� 2 BD / 2 BA UNIT U 2 BD / 2 BA UNIT BUILDING TYPE IV ROOF 8 ROOF FRAMING PLANS /V=I I -oil BREEZEWAY GABLE I GABLE 5LOPE !! SLOP�E_� <-'! 6:12 - Ir- I ( L SLOPE I 10 01 6:12 �E n I i i x H-4 or ITLu s .r II 11 L I If Mw %! R 01i a.l 2 a.2 2 BD / 2 BA UNIT -w - SECOND FLOOR ROOF BELON (TYP.) I 8.1 1 H-4 i. ROOF i BELCH (TYP) fi I I i H-4 Ob SEE SHEET 4.b 8 4.1 FOR 5HEARNALL 8 HOLDONN DETAILS. ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL. 01, TRU55 SHOP DRANIN65. PROVIDE SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND GONNE(TION5 AND LOAD DIAGRAMS FOR ROOF TRUSSES 51ONEP AND 5EALED BY AN ENGINEER CERTIFIED TO PRACTICE 5TRU6TURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN ACCORDANCE KITH 556 1606.1.2.1 AND 566 3501. 02. ROOF TRU55E5. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X HOOD TRUSSES FOR LOADS, SPANS AND CONDITIONS 5HONN. 5PA(E TRU55E5 AT 2'-0" O.G. MAXIMUM AND AS REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REOUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NE( E55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO HOOD TRU55E5. 5EGURE BEARING POINT5 OF EACH TRU55 AS PER TABLE 2306.1 OF THE Igg1 513G4I. TRU55E5 SHALL BE DESIGNED IN A((ORDAN(E KITH 5561606.1.2.1 AND 55C 3501. 03. ROOF SHEATHING. PROVIDE 1/16' 0.5.8., SPAN RATED, CODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERNI5E, ALL HOOD FRAMING GOMPONENT5 SHALL BE FASTENED AS SPECIFIED IN TABLE 2306.1 OF THE Igg1 55GGI. NHERE SCHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL INACGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD NALL5. EXT. INT. BEARING HALL5 SHALL BE #2 S.P.F. MIN. N/3 X 4 NO. 5TU05 ib" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 HOOD 5TUD5 0 16" O.G. AT OTHER LOCATIONS. AT OTHER LO( ATION5 PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE 56L. BOT. PLATE d DOUBLE TOP PLATE @ BEARING HALLS. ® NON-BR6. INT, NALL5, PROVIDE SINGLE. BOT. 8 TOP PLATE N/5TUD5 ® 24" O.G. 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO HOOD 5TRUGTURE UNDER ALL HOOD HEADERS, BEAMS, 4 GIRDERS. 01. DRAFT STOPPING - AT LO( ATION5 5HONN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPING IN TRU55 CAVITY. PROVIDE 1/16" 0.5.8. AT SHEAR HALLS WITH SD NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDER51DE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND HOOD MEMBERS TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS, SEAL ALL JOINTS N/ METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS N1 METALIZED DUCT TAPE, DRAFT5TOPPING SHALL COMPLY WITH 556 2305.2.#2 AND 55C 2305.2.3, AC( E55 PANELS ARE TO BE PROVIDED FOR AG( E55 TO ALL DRAFT5TOPPED AREAS. 08. FIRE RATED SEPARATION. AT LOCATIONS 5HONN PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GNB 5HEATING IN TRU55 CAVITY. INSTALL MATERIAL GONTINUOU5 FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND HOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. Oq. TRU55E5. ADJUST TRU55 WEBBING A5 REQUIRED TO PROVIDE VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC, ACCESS. LOCATE ONE AGGE55 AT EACH THIRD FLOOR BREZENAY. 11. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, APA, SPAN RATED, (ODE CERTIFIED HOOD DECKING. GLUE AND NAIL TO TRU55 TOP CHORDS. 12. ALL 5TUD WALL SILL PLATES AND OTHER MEMBERS IN CONTACT WITH GONGRETE SHALL BE PRESSURE TREATED. 13, TRUSS LAYOUTS. ALL TRU55 LAYOUTS ARE SCHEMATIC AND 5HOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRUSSES AND GOMPONENT5 NEC E55ARY TO FULFILL THE DE51ON INTENT WHETHER 5HONN IN THESE DRANING5 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM W05ENECK VENT WITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. 15. ROOF OR FLOOR TRUSSES. WHEN TRU55E5 ARE_ PARALLEL TO TENANT SEP. HALLS, AND NORMALLY 5PA(ED TRU55 MEMBERS DO NOT ALIGN KITH HALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER WALL WITH VERTICAL MEMBERS AT I6" O.G. MAX. ANCHOR TRU55E5 TO HALLS AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. A5 DE5GRIBEP IN TABLE 2306.1 OF THE 55GGI ADJUST HEIGHT AND SHAPE OF TRUSSES A5 REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. Ib. OVER -FRAMING. PROVIDE 2x TRU55E5 OVER -FRAMING IN LOCATIONS WITH DOTTED TRUSSES BELCH. 11. METAL PAN LANDING N/ LIGHTNEIGHT GONG. FILL. SEE DETAIL A1/g.I. Ib. OPTIONAL GUTTER: PROVIDE ALUM, GUTTERS AND DONN5POUT5 A5 NECESSARY. COLOR TO BE SELECTED BY OWNER. Iq. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. 0 HEADER DESIGNATIONS HEADER DESIGNATIONS SIZE DESCRIPTION **MIN. NO. OF BRG. STUDS OR JACKS H -I 2 - 2X10 #2-5.P.F. WITH 1/16" CONTINUOUS FLITGH PLATE 2 H-2 4X12 #2-S.P.F. 3 H-3 2 - 2X8 #2-5.P.F. KITH 1/16" CONTINUOUS FLITGH PLATE I H-4 (2) - 2X12 #2-5.P.F. N1TH 1/16" CONTINUOUS FLITGH PLATE 2 B -I 2 -1 3/4"XII 1/4" LVL LAMINATED VENEER LUMBER 3 6-2 (2)-1 3/4"X14" LVL LAMINATED VENEER LUMBER 3 GIRDER GIRDER I GIRDER ENG. PRE -FAB. BY TRU55 G0. 3 UNLE55 NOTED OTHRN5. GABLE GABLE BUILDING 15 GABLE GABLE SLOPE 5YMMETRIGAL ABOUT SLOPE 1- OL _ 6:12 ,,b: 12 i- CENTERLINE 1- 6:12 u, 6:12 OPE SLOPE o GABLE A GABLEi L 5L ti� 6:12 6:12 W Lu 6 SLOPE I�SLOPE o SLOP E SLOPE W 6:12 6:12 i I�� �I 6:12 J r 12 oPE _ __ _ 5L - o ql J L n 6:12 i 6:12 q� UNII A ��. ,I UNIT A/R UNIT r ,, UNIT A/R }I� ` W Q Lu ; Lu ( 0- IN � oSLOPE _-_ . 6.12 I_- � is _- C� O6 ' 1--'� RID I _ , p r i RIDGE --� 1__, .�.-.. �.r" la.w.+. '-'!'�'r p' .. ..+ ___G. _. D�• D ,� p D -�-. D D -.ewe-.D. '-D D ... ,: ,C„ a........»..�.. _.M._Q_. ._.._. «..�..,..vU i �. _ 1 � ��.. , 1 � F f`; l� ( r .. � �,.,I r°C t H 5 ',I r-lj' H 5 , , + II ; U ° ;�( f _ ro I xY H-4 H-4 ` H- I I 3 9 H_4 8.1 8.1 8.1 SIM. 4.7 SIM. 2 50 / 2 BA UNIT 1, BREEZEWAY I, (A� 2 BD / 2 BA UNIT U 2 BD / 2 BA UNIT BUILDING TYPE IV ROOF 8 ROOF FRAMING PLANS /V=I I -oil BREEZEWAY GABLE I GABLE 5LOPE !! SLOP�E_� <-'! 6:12 - Ir- I ( L SLOPE I 10 01 6:12 �E n I i i x H-4 or ITLu s .r II 11 L I If Mw %! R 01i a.l 2 a.2 2 BD / 2 BA UNIT -w - SECOND FLOOR ROOF BELON (TYP.) I 8.1 1 H-4 i. ROOF i BELCH (TYP) fi I I i H-4 Ob SEE SHEET 4.b 8 4.1 FOR 5HEARNALL 8 HOLDONN DETAILS. ❑ KEY NOTES: NOTES KEYED ARE TYPICAL. ALL OTHER NOTES ARE GENERAL. 01, TRU55 SHOP DRANIN65. PROVIDE SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND GONNE(TION5 AND LOAD DIAGRAMS FOR ROOF TRUSSES 51ONEP AND 5EALED BY AN ENGINEER CERTIFIED TO PRACTICE 5TRU6TURAL ENGINEERING IN THE STATE OF FLORIDA. TRUSSES SHALL BE DESIGNED IN ACCORDANCE KITH 556 1606.1.2.1 AND 566 3501. 02. ROOF TRU55E5. PROVIDE PRE-ENGINEERED, PREFABRICATED 2X HOOD TRUSSES FOR LOADS, SPANS AND CONDITIONS 5HONN. 5PA(E TRU55E5 AT 2'-0" O.G. MAXIMUM AND AS REQUIRED BY TRU55 MANUFACTURER. PROVIDE ALL REOUIRED INFILL FRAMING, BLOCKING AND BRACING REQUIRED TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NE( E55ARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO HOOD TRU55E5. 5EGURE BEARING POINT5 OF EACH TRU55 AS PER TABLE 2306.1 OF THE Igg1 513G4I. TRU55E5 SHALL BE DESIGNED IN A((ORDAN(E KITH 5561606.1.2.1 AND 55C 3501. 03. ROOF SHEATHING. PROVIDE 1/16' 0.5.8., SPAN RATED, CODE CERTIFIED. APA RATED. 04. NAILING SCHEDULE. EXCEPT AS NOTED OTHERNI5E, ALL HOOD FRAMING GOMPONENT5 SHALL BE FASTENED AS SPECIFIED IN TABLE 2306.1 OF THE Igg1 55GGI. NHERE SCHEDULE DIFFERS FROM SPECIFIC DETAILS NOTED HERE, INSTALL INACGORDANGE TO THE GREATEST REQUIREMENT. 05. STUD NALL5. EXT. INT. BEARING HALL5 SHALL BE #2 S.P.F. MIN. N/3 X 4 NO. 5TU05 ib" O.G. FOR 3 STORY BUILDINGS GROUND FLOOR AND 2X4 HOOD 5TUD5 0 16" O.G. AT OTHER LOCATIONS. AT OTHER LO( ATION5 PRVIDE LARGER STUDS AS NOTED ON PLANS. PROVIDE 56L. BOT. PLATE d DOUBLE TOP PLATE @ BEARING HALLS. ® NON-BR6. INT, NALL5, PROVIDE SINGLE. BOT. 8 TOP PLATE N/5TUD5 ® 24" O.G. 06. BEAM /GIRDER SUPPORTS. PROVIDE MULTIPLE STUD AND/OR JACK SUPPORTS FROM BEARING POINT TO HOOD 5TRUGTURE UNDER ALL HOOD HEADERS, BEAMS, 4 GIRDERS. 01. DRAFT STOPPING - AT LO( ATION5 5HONN PROVIDE 1/2" GYPSUM BOARD DRAFT5TOPPING IN TRU55 CAVITY. PROVIDE 1/16" 0.5.8. AT SHEAR HALLS WITH SD NAILS AT 4" O.G. HORIZONTALLY AND VERTICALLY. INSTALL MATERIAL CONTINUOUS FROM TOP OF CEILING MEMBRANE TO UNDER51DE OF DECKING. PROVIDE ALL REQUIRED FIRE BLOCKING AND HOOD MEMBERS TO SUPPORT DRAFT STOP PANELS AT ALL LOCATIONS, SEAL ALL JOINTS N/ METALIZED DUCT TAPE. DRAFT STOPPING PANELS AT ALL LOCATIONS. SEAL ALL JOINTS N1 METALIZED DUCT TAPE, DRAFT5TOPPING SHALL COMPLY WITH 556 2305.2.#2 AND 55C 2305.2.3, AC( E55 PANELS ARE TO BE PROVIDED FOR AG( E55 TO ALL DRAFT5TOPPED AREAS. 08. FIRE RATED SEPARATION. AT LOCATIONS 5HONN PROVIDE 2 LAYERS OF 5/8" TYPE 'X' GNB 5HEATING IN TRU55 CAVITY. INSTALL MATERIAL GONTINUOU5 FROM TOP OF CEILING MEMBRANE TO UNDERSIDE OF DECKING. PROVIDE ALL REQUIRED BLOCKING AND HOOD MEMBERS TO SUPPORT FIRE RATED PANELS AT ALL LOCATIONS. Oq. TRU55E5. ADJUST TRU55 WEBBING A5 REQUIRED TO PROVIDE VERTICAL WEB TO RECEIVE DRAF5TOPPING / FIRE5TOPPING. 10. INDICATES A 22X36 ONE HOUR FIRE RATED ATTIC, ACCESS. LOCATE ONE AGGE55 AT EACH THIRD FLOOR BREZENAY. 11. FLOOR DECKING. PROVIDE 23/32" TONGUE AND GROOVE 055, APA, SPAN RATED, (ODE CERTIFIED HOOD DECKING. GLUE AND NAIL TO TRU55 TOP CHORDS. 12. ALL 5TUD WALL SILL PLATES AND OTHER MEMBERS IN CONTACT WITH GONGRETE SHALL BE PRESSURE TREATED. 13, TRUSS LAYOUTS. ALL TRU55 LAYOUTS ARE SCHEMATIC AND 5HOWN TO INDICATE DESIGN INTENT. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TRUSSES AND GOMPONENT5 NEC E55ARY TO FULFILL THE DE51ON INTENT WHETHER 5HONN IN THESE DRANING5 OR NOT. 14. OFF RIDGE VENTS. PROVIDE 4'-0" LONG WATERPROOF PAINTED GALVANIZED STEEL OR ALUMINUM W05ENECK VENT WITH INSECT SCREEN. LOCATE ONE PER INDIVIDUAL UNIT ATTIC, AREA. 15. ROOF OR FLOOR TRUSSES. WHEN TRU55E5 ARE_ PARALLEL TO TENANT SEP. HALLS, AND NORMALLY 5PA(ED TRU55 MEMBERS DO NOT ALIGN KITH HALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER WALL WITH VERTICAL MEMBERS AT I6" O.G. MAX. ANCHOR TRU55E5 TO HALLS AND DECK SHEATHING REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. A5 DE5GRIBEP IN TABLE 2306.1 OF THE 55GGI ADJUST HEIGHT AND SHAPE OF TRUSSES A5 REQUIRED TO MATCH DEFLECTION OF SPANNING TRU55E5. Ib. OVER -FRAMING. PROVIDE 2x TRU55E5 OVER -FRAMING IN LOCATIONS WITH DOTTED TRUSSES BELCH. 11. METAL PAN LANDING N/ LIGHTNEIGHT GONG. FILL. SEE DETAIL A1/g.I. Ib. OPTIONAL GUTTER: PROVIDE ALUM, GUTTERS AND DONN5POUT5 A5 NECESSARY. COLOR TO BE SELECTED BY OWNER. Iq. PROVIDE ANCHORAGE FOR STAIR STRINGER ATTACHMENT. 0 w V Z M V N 1 cm) M Z 0 00 a e Zc ca o U) W o W M o o EE ❑ w N -- M Qo .o W w N v � W E Eo = a a r W r U LL' ❑ Z z c 0 J �n oL Z c� CL m 0 V) Li 0 i W d D W 1 x i JOB NO. 5�a ' DRAWN BY PB5 CHECKED BY GB 's. APPROVED BY JBB y DATE 5/15/00 SHEET NO. 4.4A s s