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12 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES ® 24 O/G BLOCK WALL BEYOND FOR SLOPE EXPANSION JOINT WINDOW AS SCHEDULED PRE -CAST GONG. SILL UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL G.M.U. O.H.D. RECESS DOUBLE 2 "x4" TOP PLATE 6X(b I.4 WWF ROY OR F15ERME5H O BOTHERS @) PATIO 2"x4" #2 5YP STUDS ® 16" O.G. ° p > n GRADE 1/4"ANCHOR5 > '' = PERMANENTLY z CRICKET AS REQUIRED Nx ? O INSTALLED 2"x PT WINDOW BUCK (130 MPH WEND) \ �\ �\ ��\� FA5TNER 5PAGIN6 ( INCHES) AB O O Cad S ATTIAGHMENBT DET?1IL� THIS SHEET SHEET) 4" \ 8" (I) #5 CONT. `V 51 MP50N SP4 @ EA. STUD / -4+I {' (2) #5 CONT. F A 5 7'i� 1 � PANEL 4 FEET 6 FEET S I �t SPAN SPAN SPAN O O 5/8" CDX OR 055 SHEATHING I�'�I �/ � 1 1� I /� �� 4 FEET 6 FEET 8 FEET lu )- FASTENED TO TRUSSES WITH 56 — B �ARAO �00R RECESSrc__� IN:7)CA S Ci' 10N p 7 I . ��T � �i lit � 5LA::) 6rz --.1 m COMMON WIRE NAILS ® 4"O/G - F W BOUNDARIE56" O/C EDGES $ 5" O/C S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. °Ln FIELD i ® > NO. 8 WOOD SCREW BASED V} ATTACH WINDOW FLANGE/FRAME TO BUCKS PRE -CAST TRUSSES SEE UPLIFT SCHEDULE ANCHOR WITH 2 INCH LU 5IMP50N 5P4 @ EA. STUD WITH MIN #ex2%" WOOD SCREW c 5" O.G. OR LINTLE OR EMBEDMENT LENGHT O O 2"x P.T. PLATE o MAIN SPAN ROOF TRUSS AS REQUIRED BY WINDOW MANUFACTURER TO CONCRETE TIE Fw- LU MEET REQUIRED WIND PRESSURES. BEAM _----- TOP COURSE O O p 1/2"(P WEDGE TYPE ANCHOR PRECAST LINTEL (W/0) 8"X8"XIb" GONG. BOLT ® 24" O.G. W/4" MIN. UPLIFT CONNECTOR #5 CONT. FOR OPENINGS K.O. BLOCK W/ NO. {O WOOD SCREW BASED EMBEDMENT GREATER THAN 6'-0". SEE IX6 PT POURED GONG. & ANCHOR WITH 2 INCH 1�(SEE 5GHE17ULE) PLANS FOR ADDITIONAL 1-#5 REINF. CONT. EMBEDMENT LENGHT 1:2 PLYWOOD PANEL LU • REQUIRED REINFORCEMENT. 5"Xb"Xl6" K.O. BLOCK W/ 1 #5 GONT. WINDOW BUCK PRECAST GONG. PLYWOOD HURRICANE PANELS LINTEL W/ � AND FILLED W/ 2500 P51 CONCRETE REINFORCING 1/4 INCH LAG SCREW BASED 1 #5 VERT. 1N GONG. FILLED CELL ALUMINUM WINDOW TEMPERED DOOR TRACK ANCHOR WITH 2 INCH W/ 5TD. a0 HOOK IN K.O. BLOCK GLASS (SEE FLOOR PLAN) EMBEDMENT LENGHT A KNEE AL.L A50 Y MA50NR 1 ^ALL OPENING 4" GONGRETE�LAB W/ NOTE: 1) FASTENER SIZE - 4 INCH DIAMETER S3 6"X 6" W1.4W1.4 WWF USE GLEAN, POISONED AND 2) FASTENER LENGTH MUST GO 2 INCHES DEEP INTO THE WALL SCALE: N.T.S. 5) FASTENER 5PAGING - NO MORE THAN 16 INCHES APART LL CAULK ®EA. WINDOW COMPACTED SOIL TO BE 4) FASTENERS - MUST BE VIBRATION- RE515TANT $ PERMANENTLY INSTALLED COMPACTED TO 11596 20'-O"MAX. 20'-O"MAX. PRECAST GONG. SILL MODIFIED PROCTOR ASTM 5) - FASTENERS - MU57 BE CORROSION RESISTANT "X" BRACE SEE DETAIL CONTINUOUS BOTTOM CORD ' a D 1557 _ 5RAGIN6 I"X4" MIN. • s ; PLYWOOD HURRICANE PANELS SET TRACK IN • • °'; ° • ° WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6" 2X4 MIN PT BUCKS A FULL BED stv INCH AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED ATTACHED TO MASONRY W/ OF CAULK NOTE: INSET TRACK FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. j"0x2i " MIN. EMBEDED TAPGON OFBLOCKIDE FADE PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE O MASONRY SCREWS AT 8 O.G. WINDOW OPENINGS WITH ATTACHMENT HARDWARE PERMANENTLY LU — — — — O MAX AND AT 4" FROM (2) #5 CONT. INSTALLED ON THE BUILDIN6. THE PANELS MUST LAP OVER THE CORNERS. SET BUCKS IN 51DF-5 OF THE WALL AT LEST 5 INCHES. DO NOT FIT THE CC, 141 1CONTNUOUS SEALANT BED SHUTTERS INSIDE THE OPENING. Ln — — — — M TYFI CAL 5EC71 ON 5L 1 I NG GL.A55 - - - - KNFC^ A77ACHMF.N7 7A I L G U KNFCH 00R BEC710N I HURRICANE A57 N R SG# OUL FANEL O 7A I L U v S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. Q N TT ARROW INDICATES 20" MIN. LAP LONG DIR. OF PLYWOOD 77 GABLE END BRAG I NG3 3 OR #4 RE I NFORG I N6 BAR y ° I*-- Gayle overhar gs u.p tr+ z feet (rz, ; 0 rrml inwidth compl ying with := gure R6019.1,5 shall be 4'-0" O/G MAX FOR n , ` #5 #4 LAP SPLICE to FIRST (4) ROW5 OF TRUSSES (2) 2"x 4" 5RAGIN6 ® 52" O.G.�r met. c�. ti Pressure treated 2 x 4 at 24 in. LU E00A�iI NG FLAN SEE DETAILS. x<, z ,1 Roof sheathing yi 25 MIN. LAP ) ry / �y� a m! 4 P YJ.i.•t max. lx.. S3 SCALE: N.T.S. '#5 REINFORCING BAR �. 5IMP50N MMT516 W/ ° Facia So 1 R'l y} ' • (4) 1/4" x 1 1/2" TAP- n t x 05 LAP SPLICE 24 in CONS INTO TIE BEAM x `� r LJ in. Wood . (610 mm} �, ♦NN\ G If a.� ��' Y� b�� "�'� � � �' • max. overhang �V'� i!i[!i1 roof truss 211 X6o 56" MIN. LAP reinforced FACIA concrete rake beam Vertical reinforcement 2 ` . 4 in. (1102 mm) REINFORCING BAR 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR "x 8" COLUMNS W/ (2) ROWS ' R bent and la -spliced minimum depth} °.. .•.43o LAP SPLICE OF 5TA66ERED I6d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS p` P 14' k,{ (D = 0.1(b2", L = 5 1/2") (D = 0.162", L = 3 1/2") with rake beam LL OUTLOOKERS ,.. o reinforcement x ' A @ 24" O.G. NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. o OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SGREW5 OR EQUAL tartcrete A .r' ' masonry wall Grout E�Ja2) ALL NAILS PENETRATE AT LEAST 5/4 (SPACE AS SHOWN FOR 3-PLY) #5 REINFORCING BAR TIONKNE55 OF THE LAST 5) FOR 5-PLY, PROVIDE 1/4" DIA. Grout, as requir stop x 7 LAG 50REW5 OR EQUAL location GABLE END TRUSS 3) FOR 3-PLY, COLUMN SHALL BE (SPACE AS SHOWN FOR 3-PLY) PROVIDED BY: (WEBS REMOVED RADIUS NAILED AS SHOWN FROM EACH SIDE 2721 Agnes St TYPICAL HU5 INSTALLATION RETROFIT-MT5 ANCHOR = I-7/8" (ONE INTO EACH OUTSIDE FACE OF 6) REFER TO NDS SECTION 15.T FIGURE l�49.4.5 FOR CLARITY) B.U.G., 5AME NUMBER OF ROW5, FOR ADDITIONAL INFORMATION GABLE OVERHANG Tampa FL 33619 SAME 5PAGIN6) 813 313 0045 o X = IOd COMMONS OR ad RIN6 SHNANK Cap 40.C. ON EACH SHEET OF PLYWOOD 0 `, o ` o O = !Od COMMONS OR Sd RING SHANK ® 60•0. ON EACH SHEET OF PLYWOOD Olt L �A�I( OST NA I 1 NG � � I M COA L= ®Y N� 1 ❑ = IOd COMMONS OR Sd RING SHANK ® 8+'O.C. ON EACH SHEET OF PLYWOOD S3 SCALE: N.T.S. S3 SCALE: N.T.S.Cr s 6AELE NAILING #5 57 . `10 ° �400< r;)7A I L LL .... S3 SCALE: N.T.S. S3 SCALE: N.T.S. TYPICAL META / HETA INSTALLATION TYPICAL HT5 INSTALLATION STD. a0° HOOK RIDGE LINE BOND BEAM x + + + + + + + 2 "x BUILT-UP COLUMN 61 RDER TRU55 + + + + + + + + ++++ ++++ SlMP50N HTT P. ++++++++ ++++++++_ INT. HEADER SCHEDULE FILL EVERY ++*+*+*+ +*+*+++* CONT. #5 BAR lX 0.0. e e NAIL HOLE ++++++++ ++++++++ > FILL EVERY NAIL W/16d NAILS ++++++++ ++++++++ OPENING HEADER a a HOLE W/ Ibd NAILS 2X TOP PLATE ++++++++ +'+ + 3/4"0 THRU +*+*+*+ RIDGE LINE *+*+*+*+ UP To 3'-4" (2) 2" x 6° DATE: BOLT ++++ ++++ 5/5"(Px8" "J" BOLT OR _�— SIS"cG WEDGE ANCHOR + + + + + + + + 3'-5" TO 5'-4" (2) 2" X8" FILL EVERY ** ++++++++ +**** +++++++ 1 i �o i W/ MIN. 5" EMBEDMENT NAIL HOLE ++++++++ +++++++* + + + + + + + + W/16dNAIL.S ++++ ++++. + +++++++++++++++ ++++ ++++ +++++� ++++ +++++++++++ ++*+ 5 5 T08 6 (2)2 Xlo Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +_ it I II " " + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 X B.U./ +*+*+*+* +*+*+«+++*+*+*.N +*+*+*+*+ +*+*+*+*+*+*+*+*+*+*+*+*+ *+++*+*+ 5IMP50NH7T7YP. ++++ +++++++++ + + + + +++++++++++++ ++++ SCALE. 5G�tE1XLE- 145 mph ZONE (MAX) a'-7" To I2'-b" (2) 2" x12" .. •'e" (1)#5 VERTICAL TO TOP (PlGAL SIMPSON STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL *++++{++++++++.++. .. Sd RiN6 SHANK OR IOd COMMON NAILS ®4" O/C Sd COMMON NAILS ts� 6° O/G OF BOND BEAM STEP « + + + + + + + + + + ® GABLE END WALL OR OR BUILDING END ZONE (INTERMEDIATE)ILS �12 O/G SHEET. ++++++++++ • +++++++++++ UALI i GONN C71ON5 A7 N iYf= I GAL. ANG#�0R 7A I LS p 5lillllll4EA7HIN6 NAIL FA77ERN5 P MA�ONi�`i' ^ALL 57F Q L CAO S ARI NG ALL.S S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. °"