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4" 20GA MTL. STUD OUTRIGGERS AT 16" 0. C. TYP. --- L--1 --- L—_---1---I—__1:--L--1---L-- ---L-- --- ---I--- --- L__J--- L--1--- um0 STEEL JOIST ROOF FRAMING NOTES: 1. ROOF FRAMING IN THIS REGION SHALL BE 1 1 /2"— 20 GAGE TYPE "B" 6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN (WIDE RIB) METAL DECK SPANNING OVER OPEN WEB STEEL JOIST ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORD SPACED AT O 5'-0" O.C. (U.N.O.). MEMBERS HAVE BEEN INVESTIGATED FOR REVERSE STRESSES DUE TO 1A. ROOF FRAMING IN THIS REGION SHALL BE 5/8" FIRE —TREATED ALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THE PLYWOOD SPANNING OVER 8"-20 GAUGE METAL STUD RAFTERS AT 24" FIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECT MAX. TYP. U.N.O. 0 C / TO NET UPLIFT PER STEEL JOIST INSTITUTE. 7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM 1B. ROOF FRAMING IN THIS REGION SHALL BE 5/8" FIRE —TREATED FLANGES. INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE PLYWOOD OVER PRE—ENGINEERED METAL STUD TRUSSES AT 2'-0" O/C APPLIED. MAX. METAL STUD TRUSSES ARE TO BE DESIGNED BY FLORIDA 8. RAIN LEADER SHOWN THUS® R.L. ON PLAN. SEE PLUMBING DRAWINGS REGISTERED PROFESSIONAL ENGINEER AND SIGNED AND SEALED FOR SIZE AND LOCATIONS. DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED TO E.O.R. FOR 9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. REVIEW. 1C. ROOF FRAMING IN THIS REGION IS TO BE PLYWOOD ON 2x6 TONGUE 10. :: DENOTES FLAT ROOF. AND GROOVE DECKING SPANNING OVER 4x10 SAW LUMBER RAFTERS O 4'-0" O/C MAX SPACING TYP. AS SHOWN IN PLAN. 11 ........... :. PROVIDE MOMENT CONNECTION AT BEAMS SHOWN THUS ON 2. DIRECTION OF METAL DECK SPAN SHOWN THUS ad ON PLAN. PLAN. 3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS. 12. COLUMN DESIGNATIONS SHOWN THUS O ON PLAN. FOR COLUMN FOR FRAMING SEE TYPICAL DETAIL 5-302/S3.03. SCHEDULE, SEE DRAWING S3.05. 4. FOR TYPICAL DETAILS SEE DRAWINGS S3.01 THRU S3.05 AND FOR GENERAL NOTES SEE DRAWING S1.01. 13. O DENOTES COLUMN STOP AT THIS LEVEL. 5. ( ) DENOTES UNDERSIDE OF METAL DECK ELEVATION. 14. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S3.05. PCL-4 CONT. SEE 4-033 ON S3.02 I I I I I, I I - -- -- --- — -- --- — ---T— ---- ---- --T —T-- — ---- ---- ---- ---- _L-- ---- ---L ---� -- 1 —1-- » l fi fi fi I 1 ItII 19 J 1EE ETA STU cn R FR ING OTES CIA Im 1 I I I __ +.... 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(TTYP)I I I I I 4.0 1 I I - ----- — — — — — — — — ---- ---- ---- �' l'--'— ----------- ------------------ --- -- S2 v 4-10 1 2 — W21x50 _ -- ---- ---- --- — — — - - I — — — — — -- _ — ----- ----- ----- ----- ----- — — — i 10K1 aI \ I I 7- SEE STEEL JOIST I Ii1I IiIIoH— M I I I I ROOF FRAMING NOTE #1 _0Y o \/ ,'IN4.0 v/ L a -C-4N < - - - - / Z Y Y Y ]C Y \ a. N N N N N N N N N N 10K1 I I I I I I I W a I \\ // I I I I I I I\ / I 4.07 \ // I I I /x r--——-----I------I------I------I-----� x \/ o \/ 000p I I I T i 10K1 � X a 1 SLOPE 1 I I I I I I I la 1 1 1 Ii i 4'-5 j" 4'-54' 4'-5 j" 4'-5 j" 4'-5 j» 4•-51" 4'-51" 4'-5 j» 2X4 PURLINS AT 16" O.C. 1 4,5 V It b s _J PCL-3 A/F/777=1z/A// //y/ i Ce Ir Ix Ix w cr Ix cc Cr W Ix 0: W X it -ilia 11. I� I E ROOF TRUSS ., TYP A- I I I I R FRAMING RT-1 Al. OTES 24" 0 1 I I l I I I I I PCL— PCL— ir--PCL-4 10 4 1 RAFTERS Ar, 48" O.C. �15 LQ I I I I I I I I I I I I I I I I I I I I A PCL-1 PCL-2 PCL-2 CL-1of CONT. HORIZ. UPLIFT BRIDGING roof framing plan AT FIRST PANEL POINT OF JOIST BOTTOM CHORD (TYP EACH END) "X" TYPE BRIDGING PER JOIST MFR. (TYP) CONT. HORIZ. BRIDGING NUMBER OF ROWS AND SIZE PER JOIST MFR. (TYP) scale: 1 /4"=1'-0r' I 2X4 PURLINS T 16" O.C.N a 0 Z _ I Q P TB-1 P.T. 6X10 SAW LUMBER BEAMS AT ALL COLS. AS SHOWN 2X4 OUTRIGGERS I AT 24" O.C. h ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 U v 2 2 O N c U O� C C C U� Q O U 0 III D V 0 s 011 1111 10 11.0 L0 N O a a"o O O 1q, "IT c a 0 `~ r- a 0 0000 0 CV C M -Op 0 O C •+- 0 c L o 'D LO cn O U z o w z� N '- NCII N J LLJ 4h 8 NnN N � LLJ Hinz V) 0'-n E 0 Nei V)ZC� aOZ �M�m a �o � U LLJ • �$ � J�p CC5 Na!M rz U to N lGl a N � W © copyright CV LO cM CO O O O CD s 'O >' O __C �O 0- *sO N revisions: drawn: sc/dm checked: rd date: 1-15-08 prof. no: P07-15B S2,02 Signature Date P:12000 Pro)ects\2002 R K CollaboraHve\2002-010 Sonnys Prototype - Zephyrhil1slSdw91S2.02.dwI 2008-02-27 2:23:52 PM, Noel