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14-88-018TRUSS ANCHORS SCHEDULE BEAM SCHEDULE MARK T.O. BM. ELEV. SIZE WXH REINFORCING STIRRUPS REMARK ANCHOR # ANCHOR TYPE ANCHOR MFGR MAX NET UPLIFT ATTACHMENT PATTERN MIAMI DADE N.O.A. gOT. MIDD. TOP SIZE TYPE B -1 +8' -0" 8 "x12" * 2 #6 a 2 #6 #3 @8" O NVSTA � NU —VUE 1426 LB 9-10d X 1 -1 /2 NAILS IN STRAP& 6 -10d.X 1 -1 /2 NAILS IN SEAT 12- 0130.32 TB -1 +8' -0" 8 "x12" * 2 #5 2 #5 #3 @48" ONU NVHTA -20 40 V —VUE 1695 LB 12 -10d NAILSX3" IN TWO STRAPS & 6 -10d X 3" NAILS IN SEAT 12- 0130.32 L_1 � �� +g _0 (2)2 "x10" WOOD LEDGER WITH (1) -5/8" DIA. THRU BOLT @ 16 O.C. (STAGGERED) O NVJH -26 JOIST HANGER NU —VUE 10 -10d NAILS TO LEDGER & & 10 -10d X 3 NAILS TO TRUSS 12- 0130.34 N N N 4 — #3 STIRRUPS AT EA. INTERSECTION, BALANCE AS PER BM. SCHEDULE rsp_owrl_� 2 #5 -30 "x30" CORNER BAR ONE TOP, ONE BOTT. FOR BEAMS ONLY. TYPICAL CORNER DET. FOR TIE BEAMS N.T.S. ROOF NOTES: SHEATHING NOTES: BLOCKED AND UNBLOCKED PLYWOOD DIAPHRDAGM SHALL CONSIST OF 8" STRUCTURAL GRADE 1 PLYWOOD CONTINOUS OVER TWO OR MORE SPANS, FACE GRAIN PERPENDICULAR TO SUPPORTS, FASTENED EITHER WITH 8d RING SHANK NAILS OR 10d COMMON NAILS. IN 2" NOMINAL FRAMING MEMBERS WITH NAILS SPACED AS FOLLOWS : 1. -6" O.C. AT PANEL EDGES ...................(8d RING SHANK NAILS OR 10d COMMON NAILS) 2. -6" O.0 AT INTERMEDIATE SUPPORT .... (8d RING SHANK NAILS OR 10d COMMON NAILS) 3. -4" O.C. AT GABLE ENDS ...................(8d RING SHANK NAILS OR 10d COMMON NAILS) r7 N � (BOUNDARY PANELS) .- .. Q ¢ TIE BEAM NOTE: p yo 8 "X12" CONCRETE TIE BEAM W/2 #5 TOP 2 #5 BOTTOM #3 TIES Cam? 48" O.C. ELSEWHERE, AND 4 TIES #3 @ 12" 0. C. AT EACH WAY OF EACH CORNER; ADD 2 #5 X5' -0" BENT AT CORNERS, ONE AT TOP AND ONE AT THE BOTTOM BY EXTERIOR FACE OF THE TIE BEAM ADD 2 #5 AT THE BOTTOM FOR EVERY 12 "DROP FOR OPENINGS AND TIES #3 © 8" O.C. AND PROVIDED 8" SHOULDERS AT EACH SIDE OF ALL SUCH OPENINGS. ROOF SUPERIMPOSED LOADS: 84.0 PSF (ZONE 2) FOR A TRIB. AREA OF 10 SF. DL = 20 PSF LL = 30 PSF U = 50.0 PSF (ZONE 1) ROOF METAL SHALL HAVE MIAMI— DADE COUNTY PRODUCT APPROVAL. ROOF METAL SHALL BE INSTALLED IN ACCORDANCE WITH THE NOTICE OF ACCEPTANCE, MIAMI— DADE COUNTY LATEST ROOF TILE PROTOCOLS AND MANUFACTURER'S RECOMMENDATIONS. THE PRODUCT CONTROL APPROVAL AND MANUFACTURERS INSTRUCTION SHEETS MUST BE AVAILABLE AT THE SITE FOR REFERENCE DURING THE INSTALLATION OF THE ROOF SYSTEM. THE COMPLETED ROOF TILE INSTALLATION SYSTEM SHALL BE IN ACCORDANCE WITH MIAMI —DADE COUNTY CONTROL APPROVALS, LATEST SHINGLE ROOFING PROTOCOLS IN EFFECT AT TIME OF PERMIT ISSUANCE AND FLORIDA BUILDING CODE CHAPTER 15 & 16. ALL ROOFING ACCESORIES AND MATERIALS SHALL HAVE MIAMI— DADE COUNTY PRODUCT CONTROL APPROVAL AND MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND DIRECTIVES OF THE NOTICE OF ACCEPTANCE ISSUED FOR EACH INDIVIDUAL PRODUCT OF THE SYSTEM. ROOF SHEATHING SHALL BE A.P.A. RATED, NOT LESS THAN 5/8" (19/32 ") EXTERIOR GLUE TYPE PLYWOOD SHEATHING AND SHALL HAVE MANUFACTURER'S PRODUCT STAMP CLEARLY VISIBLE. INSTALL SHEATHING IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. CHAPTER 23. SHEATHING SHALL BE NAILED TO ROOF TRUSSES TO FORM A DIAPHRAGM USING NO. 10d GALV. RING SHANK NAILS SPACED NOT MORE THAN 6 INCHES AT INTERIOR FIELD, INTERIOR PANEL EDGES AND 4" AT EXTERIOR PANEL EDGES AND AT GABLE ENDS IF APPLICABLE. 8d 06" typ. 10d ®4" AT EDGES 5/8" CDX PLYWOOD SHEATHING TYPICAL GRAIN PERPENDICULAR TO FRAMING 2X4 WD. BLOCKING BETWEEN TRUSSES (TYP) 1 1 I I I I I 4-11 __ -IT— . � � I I I I _r I' _1 I ' 1 I I 1 1 I I I I I . .r-r—. 1 I I I I }__ . 1 1 1 1 . .�. •�l � I I I 1 • 1 I I I 1 I I 1 1 1 1 11 I I I 11 - - - - -- --- -� -I- - -- ----- 44 - ---- I I I I I I I I 1 1 I I I I 1 1 I I 11 I I I I 1 1 I I 11 I I I I I I I I I I I I I I I I I I I I 11 11 11 11 11 ------ T,----------- T- r---------- rT----------- T- l- - - -- ---- T- 1 - - - -- I I I I I I 11 I I 1 1 I I I I I I I I BLOCKING DIAGRAM DETAIL -1 SCALE: NTS 2" WHERE BEAM TERMINATES AT SLAB EXTEND TOP BARS INTO ADJACENT SLAB, TOP BAR EXTENSION SHALL BE BE LARGEST OF THE FOLLOWING: 1. - 0.25 OF CLEAR ADJ. SPAN. 2. - TENSION EMBEDMENT LENGTH. 3. - 3' -0" MIN. 2' -6" MIN. 'E' BARS 'C' BARS LN -2 L - r 1pSTWTV. LN -1 0. LN -2 OP BAR r "E" BAR N TOP BAR 1 WHICH IS GREATER-1 I STIRRUPS OR TIES AS SCHEDULED (SYMM. EA. END U.O.N.) SEE SCHEDULE FOR SPACING LN -1 wln"ro. BOTT 6" MIN. EMBEDMENT UNLESS INDICATED CONTINUOUS LN -2 WHERE BARS MARKED "CONTINUOUS" REQUIRE LAPS, LAP 30 BAR DIA ® POINT OF LEAST STRESS * WHICHEVER IS GREATER 2 "CL BOTT. BARS TO J BE CONTINUOUS 3" CL. FOR GRADE BEA 2" CL. FOR ALL OTHER BEAMS. LN -3 �sfj.rll11INN21Z� * LN -1 OR LN -2 (THE GREATER SPAN) * LN -2 OR LN -3 (THE GREATER SPAN) TYP. REINF. PLACING DIAGRAM FOR BEAMS N.T.S. _I U N G(gravity) = 1.19K Ib A(anchor) = 2 e Ln N N LO N N N ROOF FRAMING PLAN SCALE: 1/4" - V -O" T. 175 FOUNTAINEBLEAU BLVD. STE. 2-G MIAMI, FLORIDA 33172. PH: 305 -277 -7165 FAX: 305-229-3839 AAA ANAE ARCHITECTURE Manuel E Siques P.E. 8331 SW 12 terrace Miami �q111AM+IH!!!!!!!r �� �•i • EN�� • %`,fi,nn-i N0.20233 - .o•. STATE OF 11 ** /ONAI. TG SHEET S-2 CPP:I:T of U r7 o.. N O fn Z Q >- ¢ >" m a m r7 N � o V) Q .- .. Q ¢ m 0 W !Z2 p yo L- ii a D U -5 � 175 FOUNTAINEBLEAU BLVD. STE. 2-G MIAMI, FLORIDA 33172. PH: 305 -277 -7165 FAX: 305-229-3839 AAA ANAE ARCHITECTURE Manuel E Siques P.E. 8331 SW 12 terrace Miami �q111AM+IH!!!!!!!r �� �•i • EN�� • %`,fi,nn-i N0.20233 - .o•. STATE OF 11 ** /ONAI. TG SHEET S-2 CPP:I:T of z 0 0 0 0 3.1 w U 0 0 a 175 FOUNTAINEBLEAU BLVD. STE. 2-G MIAMI, FLORIDA 33172. PH: 305 -277 -7165 FAX: 305-229-3839 AAA ANAE ARCHITECTURE Manuel E Siques P.E. 8331 SW 12 terrace Miami �q111AM+IH!!!!!!!r �� �•i • EN�� • %`,fi,nn-i N0.20233 - .o•. STATE OF 11 ** /ONAI. TG SHEET S-2 CPP:I:T of