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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R90521 ON �.' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS — <br />O.S.B. SHEATHING OR I' — <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />-I/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFISER JUM50TEX <br />GRADE 'D' PAPER OVER <br />TYVEK BUILDING WRAP <br />(REFER TO STUCCO <br />SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST <br />NOT BREAK 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. 'D TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2x4 RIBBON <br />W/ (5) 12d NAILS -@ EACH <br />TRUSS. BTM. RIBBON TO BE <br />P.T. - <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED, STRAP VERIFY <br />W/ TRUSS PLAN <br />5/e' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM 50ARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRU65 PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />— SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS * 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />9' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />Is 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON 2' O.S.B. <br />SHEATHING OR #• CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUS -SAND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG, FOR SIZE 6 <br />CONDITION) — <br />SECURE 2x4 PLATE TO WALL W1 <br />i'x6' THRU-BOLTS 0 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ 5IMP50N HTC4 10 24' <br />O.G. MAX — <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS — <br />O.S.B. SHEATHING OR J' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 — <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. * TOP AND BT. OF- <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS 0 <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T.— <br />WEEP SCREED <br />(SEE DETAIL 2/D3) — <br />EMBED. STRAP VERIFY <br />W/ TRU56 PLAN— <br />Na' THICK, 3 GOAT <br />PORTLAND CEMENT <br />PLASTER APPLIED — <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND� <br />FLOOR FRAME <br />1 ri SCALE: 3/4'.I'-O' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d'e w EACH TRUSS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS 6 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-vALUES <br />J' T 4 G SUBFLODR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG, SPECS) <br />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />CU S REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />k Ix2 P.T. FURRING STRIPS <br />A 16, D.C. <br />I 8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.21 ON J' D.S.B. <br />SHEATHING OR s' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />1,0000 UPLIFT — <br />CONNECTOR <br />2x8 SYP 02 — <br />DEL TOP <br />PLATE <br />WALL <br />SHEATHING <br />2x8 SYP 02 — <br />WOOD STUDS <br />AT 12' D.G. MAX <br />2x8 P.T. SYP *2 <br />SOLE PLATE <br />05 REBAR m 16' <br />O.C. MAX, IN <br />CONCRETE <br />POURED CELL, <br />VERIFY PER <br />PLAN. <br />SEE ENERGY <br />CODE FORMS <br />FOR <br />INSULATION <br />R-vALUES z <br />w <br />SQ <br />z� <br />_j <br />N <br />V <br />� <br />WALL <br />SECTION — �I <br />WOOD <br />FRAME TO <br />j_ LOCK WALL <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />SIMPSON <br />SP2 ® EA. <br />2X8 STUD <br />J' DRY WALL <br />I' DIA ANCHOR BOLT <br />AT I6' O.C. MAX WITH -I' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON SPI <br />® EA. 2X8 <br />STUD <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />CONCRETE. (1) «5 <br />REBAR HORIZONTALLY <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />Fll SPECIFICATIONS <br />FTX /—PRECAST SILL <br />9// <br />lx2 P.T. FURRING STRIPS <br />0 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />(1) 04 CONTINUOUS REBAR <br />WOOD BASE <br />04 REBAR 46' LONG <br />MIN. <br />24' IN SLAB OC <br />I4r,6 <br />4' CONC., REINF. W/ ro v6 <br />WI.4XWI.40 WWM ON -MIL POLY <br />vETHYLENE <br />VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />(3) S REBAR ON CHAIRS <br />2x STUDS 0 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />' T 4 G 5U5FLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />to O.S.B. SHEATHING OR ¢' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />OS <br />1/6' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />ON FORT FIBER JUMBOEXL LATH <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />2x STUDS A 16' O.C. MAX W/ <br />INSUL., SEE ENERGY GODS <br />FORMS FOR INSULATION <br />R-VALUES <br />J' T E G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR 9052.'I -FOR ROOF SLOPES 2:12 70 <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4869 TYPE IV, OR ASTM D 615� <br />EXTERIOR WALL STUDS <br />(WALL SwEATNING NOT <br />6WOUN FOR CLARITY) <br />FASTEN STUDS TO BLOCK WALL <br />F ST.�R AASSSW NTRINSTALL <br />STRAP • EA- ENO (URO) A <br />SPACE e� ASMPW LLO <br />- <br />PLACE STENED SPACED <br />AND FASTENED A8 <br />SHOWN WITH ONE <br />ADDITIONAL STRAP AT <br />EACH wINDow KING SruD <br />MIN (W) Ind COMMON NAILS <br />MTO STLID 1. DIA X I W <br />LONG) <br />3/4' T 4 G 5U5FLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED A5 PER <br />-ISH n 0 MP'° 32. Oc <br />INFORMATION) <br />FASTENER SCHEDULE ON k <br />-ISO MPN 8', 4a' O.C. <br />-i40 MPH 'C' 4e• oa. <br />2x4 CONT. a TOP AND BT. OF <br />SHEET D2 <br />TOP OF STUD WALL <br />FOR TRUSS (TOP 2x4 SUPPORTS <br />_ <br />SOLE PLATE <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />FILL ALL REMAINING STRAP <br />HOLES W) Wd NAILS INTO <br />PRE -ENG FLOOR TRUSS <br />15 FOR WALL SHEATHING NAILER) <br />PRE FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />'�D BACKING <br />FASTEN EACH 2X4 RIBBON W/ (5I <br />(5) 12d NAILS 0 EACH TRU55. <br />DO NOT PLACE SCREW IN <br />SIMPSON HETA-fro EMBED. <br />TM <br />12d NAILS . EACH TRUSSB. <br />' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />TOP OF <br />T HOLE NEAREST TO TOP <br />TOP <br />STRAP � 32' D.G. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH CLG. <br />_ _ <br />�A_66RR WALE <br />� CMU BLOCK WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />STRAP roc�MTuTOMOFu-cwAu <br />14T, <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />- - IO DIA.xOC <br />1) <br />' GYPSUM BOARD OR }' <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />CMU BLOCK WALL <br />LOW, TAPCON MASONRY <br />SOPMUS <br />HIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />(1) 05 REBAR CONTINUOUS <br />GONG. FILLED LINTEL BLK W/ <br />%' THICK, 3 COAT PORTLAND <br />(1) 05 REBAR CONTINUOUS <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RIBBON <br />EXTERIOR <br />STUD WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL/ <br />FASTENING DETAIL <br />TO FIRST <br />FLOOR MASONRY WALL <br />2 PERPENDICULAR PRE—ENG FLOOR TRUSS <br />2A SCALE: 3/4'=I'-0' <br />3 SCALEINrb <br />SCALE: 3/4'= I'-0' <br />• s e u i r e e r e <br />6 <br />Design <br />Group" <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />AA #: 0003325 <br />w <br />y <br />w <br />x <br />a <br />c <br />F <br />0 <br />2I <br />I <br />am,m ae Lotil <br />SILVERADO <br />LOT 41 <br />BLK 6 <br />PROJMT# <br />04128.000-04161 <br />MODZl.c <br />4EHB <br />"2605— HAYDEN" <br />OA %AOI7 DITMO: <br />LEFT <br />PAOM <br />MONOLITHIC <br />2—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />6 % <br />' , .- <br />DAM <br />10/19/17 <br />SCALM 1/4"=l'-0" <br />Bila.'R'1' <br />D 4- <br />