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02-279-011WIND LOAD DESIGN FOR COMPONENT & CLADDING BUILDING: ROOF DESIGN CRITERIA R =30 INSUL ASCE 7-05 r U FLORIDA BUILDING CODE 2007 DESIGN LOADING FBGLS BL -IN ROOF LOADING: DL =15 +10 P.S.F. LL= 30 P.S.F. • U ,, , WIND DESIGN VELOCITY: 146 M.P.H. ANALYSIS TYPE. COMPONENTS CLADDING, ASCE 7 -05 NET VELOCITY PRESSURE Q 40,4 P.S.F WIND LOAD ZONING DIAGRAM 73 IF Y2" D.W. ON 1X2 HIGH HATS 0 16" O.C. OR #4 • 12" HORIZ. O.C. (TYP.) [\ \ cl) WALLS (PSF) .a' 7--4 50.7 U 1X2 f 39' --0• i (j) C?j �1) I ? I r ` � I 3000 PSI CONC. z 2X6 FASC GRAVITY LOAD ( I , LIVE LOAD = 30 P.S.F. LIJ DEAD LOAD = 25 P.S.F. t TOTAL LOAD = 55 P.S.F. SHALL BE LAPPED A MIN OF 30" ENCLOSED BUILDING PARTIALLY ENCLOSED PORCH ASCE 7 -05 ASCE 7 -05 CATECOPY: C, V=146 MPH, Kd =1.0 CATEGORY: C, V =146 MPH,, Kc =1.0 ZONE 2/3 - ROOF NET PRESS. -63.3 P.S.F, ZONE 2/3 - ROOF NET PRESS. = 63.3 P -S.F ZONE 1 -- PRESSURF" = 4.5.5 P.S.F. ZONE 1 - PRESSURE = 45.5 P.S.F, GGPI = ± 0,15 (ENCLOSED) GGPI = ± 0.55 (PARTIALLY ENCLOSED } NET WIND UPLIFT PRESSURE NET WIND UPLIFT PRESS. SCHED SCHEDULE(ENCLOSED) ( PARTIALLY ENCLOSED PORCH LONE TRUSS ROOF ZONE TRUSS ROOF - EACH WAY W /EMBEDDED FIBERGLASS ly EXIST. � ELEV. MESH 1 215 31.0 46,1 1a 36.3 4-7.6 61.8 2 2115 57.4 97.4 2b 36.3 73.2 122.9 3 2U.5 57.4 97.4 3c 36,3 73.2 172,9 0,H. 2D.5 57.4- 97.4 1 0. H. 36,3 93.8 113.0 CONNECTOR SCHEDULE (NU -VUE) MARK TYPE UPUFT (Lbs) L1 (Lbs) L.2 (Lbs) FASTENER DADE COUNTY N.O.A. 1 NVHTA22 2429 1444 1994 (16) 10dX1.5" 08- 0325.02 2 UGTS53 6390 (8) 10dX1.5 "/(2)4 "X5" 07- 0322.15 POWERS WEDGE -BOLT ASPHALT SHIN GLE --�- ON 30LB FELT ON 5/8" CDX PLYWD. " "E1URR. STRAP PER SCHEDULE 5X3 DRIP EDGF� D BLOCKING FOR INSUL. 1 I , C m ZONE A ANCHOR M UL =1069 LBS I\ I I I \, \ I V I 1 1 14 \--/ I I-/ , I N SCALE: 4 " =1' -0" 18OI / (TYPI) REMOVE INSULATION & EXPOSE CONCRETE - REMOVE ALL I.C.F. WEBS WITHIN 24" OF CONNECTION STL. TRUSS CONNECTOR PER SCHEDULE SEE SCHEDULE ON SHEET A -4 FOR NOTES GIRDER TRUSS ANCHOR `' / SCALE: N.T.S. 1 -1/2" MIN. 2 -1/2" MAX. 1 -1/2" MIN. 2 -1/2" MAX. LINTEL SCALE: N.T.S. Q Q�� 0 U Z Q - -ISOLATE TRUSS FROM CONTACT W/ CONC. (2) #5 CONT. N0. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIM�IM NO. 3 STIRRUP AS REQUIRED 0 4.5 O.C. INSULATING FORM R170NTAL LINTEL REINFORCEMENT REQUIRED - #4 GWWr Err • W R =30 INSUL G•• r U • r i FBGLS BL -IN V • U ,, ' ••• U W •1 • Y V U W '', Y2" D.W. ON 1X2 HIGH HATS 0 16" O.C. OR #4 • 12" HORIZ. O.C. (TYP.) I R -22.6 INSULATION R -23 INSUL. U 1X2 Y V (2) #5 CONTIN. EMBEDDED FIBERGLASS REINF. MESH � 2ND COAT ROUGH MIN. 3000 PSI CONC. z 2X6 FASC LLI - - -- 9.5" FOAM BLOCK - 5.5" HOLLOW Z #4 @ 12" O.C. VERT. LIJ STUCCO ON RIB #4 RE -BAR VERT. • 12" O.C. !/) SHALL BE LAPPED A MIN OF 30" LATH W/4x12 VENTS #5 CONT. © 16" O.C. rr.• @ 8' -0" O.C. r•r OR (2) #4 0 12" O.C. EPS INS 3/4" RECESS °I Q 1/2" GWB -- SCREW DIRECTLY NEW FILL LL TO POLYETH. TIES ® MIN. 12 Q CONC.FORM SYS, STUC cr) EACH WAY W /EMBEDDED FIBERGLASS ly EXIST. � ELEV. MESH - TIE BEAM O C/ M LL ' O LL SCALE: N.T.S. Q C m ZONE A ANCHOR M UL =1069 LBS I\ I I I \, \ I V I 1 1 14 \--/ I I-/ , I N SCALE: 4 " =1' -0" 18OI / (TYPI) REMOVE INSULATION & EXPOSE CONCRETE - REMOVE ALL I.C.F. WEBS WITHIN 24" OF CONNECTION STL. TRUSS CONNECTOR PER SCHEDULE SEE SCHEDULE ON SHEET A -4 FOR NOTES GIRDER TRUSS ANCHOR `' / SCALE: N.T.S. 1 -1/2" MIN. 2 -1/2" MAX. 1 -1/2" MIN. 2 -1/2" MAX. LINTEL SCALE: N.T.S. Q Q�� 0 U Z Q - -ISOLATE TRUSS FROM CONTACT W/ CONC. (2) #5 CONT. N0. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIM�IM NO. 3 STIRRUP AS REQUIRED 0 4.5 O.C. INSULATING FORM R170NTAL LINTEL REINFORCEMENT REQUIRED - #4 GWWr Err • W •rru• G•• r U • r i • V V • U ,, ' ••• U W •1 • Y V U W '', I OR #4 • 12" HORIZ. O.C. (TYP.) I R -22.6 INSULATION W Y V U r Y V V • �' O • h • • 4 • • V V � r � • l V M Y V W W FRAMING NOTESaGG I. ALL FRAMING TO BE DUNE ACCORDING WITH THE LATEST EDITION OF THE FBC CHAPTER 2�S" AND W•� ALL OTHER PERTAINING CODES AND ORDINANCES HAVING JURISDICTIE)N. .•••� • �W 2. ALL. PLYWOOD USED STRUCTURALLY, TO BE IDENTIFIED FOR GRADE & GLUE TYPES BY TRADEMARKS OF APPROVED TESTING AND GRADING AGENCY. 3. ALL PL'T,WOOD PERMANENTLY EXPOSED IN OUTDOOR LOCATIONS To BE EXT. TYPE, 4, ALL LUMBER 2" THICK OR LESS SHALL CONTAIN MAX. 19 % MOISTURE AT TIME OF PERMANENT INCORPORATION IN A BUILDING OR STRUCTURE AND /OR AT TIME OF TREATMENT WITH WOOD PRESERVATIVE. 5. ALL PLUMBER SIZES REFEREED TO HEREIN, ARE NOMINAL. 6. LUMBER FOR JOIST -S, RAFTERS, TRUSSES, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL_ MEMBERS SHALL BE MIN. STRENGTH �2 GRADE OF SOUTHERN PINE, DOUGLAS FIR LARCH, HEM FIR, OR SPRUCE PINE FIR. 7. LUMBER USED FOR STUDS IN EXTERIOR WALLS TO BE MIN. STRESS GRADE 625 P.S.I. NOMINAL EXTREME FIBER STRESS IN BENDING (FB). 8. LUMBER FOR STUDS IN INT. NON BEARING WALLS SHALL BE STRESS CRADE MIN. 225 P.S.I. NOMINAL EXTREME FIBER STRESS IN BENDING (FB). 9, JOISTS AND RAFTERS SHALL HAVE MIN. 4" OF BEARING, EXCEPT AS PROVIDED IN SECTION 2309 OF THE "F.B.C." 2004 10, NOTCHING AND BORING OF JOIST AND RAFTERS SHALL C0IMPLY WITH SECTION 2309.1.5 OF THE "F.B,C," 2004. 11, ENDS OF WOOD JOISTS ENTERING /BEARING ON MASONRY AND IN CONTACT THEREWITH, TO BE PRESSURE TREATED OR OF APPROVED DURABLE SPECIES. 12. WHERE MASONRY EXTENDS ABOVE SUCH WOOD MEMBERS, JOISTS SHALL BE FIRE - CUT SC} THE TOP EDGE DON'T ENTER THE MASONRY MORE THAN 1" OR SHALL BE PROVIDED WITH PLATE BOXES OF SELF RELEASING TYPE OR APPROVED HANGERS. `3. FLOOR JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS SHALL BE DOUBLED. DBL JOISTS MAY OF SEPARATED MAX. 6 ". 14, FLOOR JOISTS SUPPORTING CONCRETE FOR BATHROOM FLOORS SHALL HAVE MAX SPACING OF 12" 15, CEILING JOIST'S SPANNING MORE THAN 14-' -0" SHALL. FEE LATERALLY SUPPORTED AT MID -SPAN. 16. PRE -- FABRICATED ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL COMPLY WITH ALL THE REQUIREI'vIENTS OF THE "F.D,C," SPECIFICALLY SECTION 2319.17, -'' BTU PING SHALL BE PROVif�E - -f1 T -O CUT UFTF Al' CONCE-AI ED DRAFT SPACES BOTH VERT AN 1 18, ANCHORS SECURING WOOD TO CONCRETE SHALL BE MIN. 1" X 1/8" STEEL STRAP EMBEDDED AND NAILED WITH (3) 16d NAILS TO WOOD MEMEBFRS AS SET FORTH IN SECTIONS 2110.3 OF THE F.B.0. ". 19, ANCHCRS SECURING WOOD TO WOOD SHALL BE NOT LFSS TI--IAN 1" X 1/8" STEEL STRAP MAILED TO EACH MEMBER lNITH (3) 16d NAILS, OR SHALL BE A COMMERCIAL_ ANCHOR APPROVED BY THE BUILDING OFFICIAL ANCHORING EACH MEMBER, 20, ALL ANCHORS AND RELATIVE NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 21. WHITRE THE INT. OF MASONRY WALLS ARE FURRED, SUCH FURRING SHALL BE TREATED AND rIRESTOPi ED AS HEREIN REQUIRED AND SHALL BE SECURELY FASTENED TO THE MASONRY W:TH MIN. (1) CUT MAIL IN ALTF-RNATE COURSE OF BLOCK. 22, THE ALLOWABLE LOADS ON ALL TYPES OF CONNECTORS SHALL BE AS SET FORTH IN THE :STANDARDS LISTED IN SECTION 2321.5 OF THE "F.B.C," 2004. 23, IN GENERAL, NAILS `HALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF THE MFMBFR BEING NAILED THERETO. THERE- SHALL BE MIN. (2) NAILS IN ANY CONNECTION, NOTE: ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT PAPER TIN TAGGED TO 19/32" CDX PLYWOOD R,7QF 'i"ATFIING ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" O.C. PROVIDE BD ITS NAILS • 6" O.C. THROUGHOUT ANC 4" ON EDGES PROVIDE 10D NAILS • 4" O.C. ON HIP AND VALLEY HURRICANE STRAPPER SCHEDULE 12 5 T.O.■ ELEV. B' -0" (SEE ELEV.) ALV MTL DRIP STRIP ON PT' I 1X2 PT WD BLOCKING ON PAINT GRADE 2XB WOOD FACIA GALV. MTL RIBBED LATH 2 #5 CONT. BARS W/ CORNER MRS: ALL REINF. TO BE 30" MIN, LAP. ROOF COVERINGS SHALL BE IN COMPLIANCE WITH F.B.0 EDITION 2007 PRE -ENG. GIRDER f ` O 24 O.C. \ J 2 "X4" TRUSS BY TRUSS MANFG. R -30 OPLN CELL SPRAY ON INSULATION 1/2- DRYWALL CEILING ON 1"X3" WOOD FUR STRIP AT 16" O.0 W /ACOUSTICAL SPRAY 4" CONC. W/ 6X6X10X10 2,500 P.S.I. el MIN. \`) OVER COMPACTED SOIL POISONED FILL AND V.B. -­ WALL S 5� SCALE: N.T.S. 12" X 16" MONOLITHIC :'. '... FTG. W/ (2) #5 CONT. ECT ON 9' -0" T.O.B. IT OF ::: f.,'LlT j'-? ^. xa . D : 1 1r + 0' -0" r • Q #5 • 16" HORIZ. O.C. (TYP.) Z OR #4 • 12" HORIZ. O.C. (TYR.) 1/2" GWB - SCREW DIRECTLY G W • r Td POL I TIES • MIN. 12" ar Y EACH WAY W #5 • 1G" HORIZ. O.C. (TYP.) I OR #4 • 12" HORIZ. O.C. (TYP.) I R -22.6 INSULATION STUCCO ON ICE WALL: Z n 1ST COAT J" SYNTHETIC W/ EMBEDDED FIBERGLASS REINF. MESH � 2ND COAT ROUGH MIN. - z FINISH COAT SMOOTH MIN. LLI - - -- 9.5" FOAM BLOCK - 5.5" HOLLOW Z CORE FILLED W/3,000 P.S.I. CONC. LIJ W #4 RE -BAR VERT. • 12" O.C. !/) SHALL BE LAPPED A MIN OF 30" L LJ 4" CONC, SLAB ON GRADE rr.• , r•r I 2 3/4" RECESS °I s -z WOOD BASE I NEW FILL LL -J Q _ cr) SEE SITE PLAN � 0d ly EXIST. � ELEV. i-- M 4" CONC. W/ 6X6X10X10 2,500 P.S.I. el MIN. \`) OVER COMPACTED SOIL POISONED FILL AND V.B. -­ WALL S 5� SCALE: N.T.S. 12" X 16" MONOLITHIC :'. '... FTG. W/ (2) #5 CONT. ECT ON 9' -0" T.O.B. IT OF ::: f.,'LlT j'-? ^. xa . D : 1 1r + 0' -0" r • Q Z • • r Y • O G W • r ar W tj W GGV• V W u r • LLJ zV W W Z n O' _ � u. +,4rk're z LLI Z LIJ W !/) L LJ Z o I W Lu r°-� LL > -J Q _ cr) a to i-- M O dS M LL ' O LL J Q O _ `L ©Lri � cf) oN Ua • . LLj Q UD O zi •• U W CI Z 0 0 W J a ° o' i ° A!lBAIB►M I i110011N1! QMBMAL ME IBl1XIIIIJI111B• MIMBI BF 1HE ABBIBTBBT. 11E BRIE MAY NOT BL BMIM/B� M d = B NIINU 71! A111111BCT. JOB No.: 12.06501 .SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT.. 10070 SHEET INDEX: ROOF FRAMING PLAN, SECTI❑N,' NOTES \ J SHEET No.: S -3 Q ar tj LLJ • i r Z n 0 � . �+t�fPttrrtea +,4rk're Z L LJ Z o I ccnn r°-� H d cr) M A!lBAIB►M I i110011N1! QMBMAL ME IBl1XIIIIJI111B• MIMBI BF 1HE ABBIBTBBT. 11E BRIE MAY NOT BL BMIM/B� M d = B NIINU 71! A111111BCT. JOB No.: 12.06501 .SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT.. 10070 SHEET INDEX: ROOF FRAMING PLAN, SECTI❑N,' NOTES \ J SHEET No.: S -3 .. tj • i r . �+t�fPttrrtea +,4rk're A!lBAIB►M I i110011N1! QMBMAL ME IBl1XIIIIJI111B• MIMBI BF 1HE ABBIBTBBT. 11E BRIE MAY NOT BL BMIM/B� M d = B NIINU 71! A111111BCT. JOB No.: 12.06501 .SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT.. 10070 SHEET INDEX: ROOF FRAMING PLAN, SECTI❑N,' NOTES \ J SHEET No.: S -3