38401 12th Ave - Laserfiche WebLink

Browse Search

I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT 12 TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) (TYP) SFOR EE SLOPE PRE-ENGINEERED WOOD TRU55E5 9 24" O/C -- BLOCK WALL BEYOND WINDOW AS SCHEDULED PRE -CAST GONG. SILL EXPANSION JOINT PATRICK A. SULLIVAN UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL G.M.U. ARCHITECT, LLC O.H.D. REGE55 AA26002687 DOUBLE 2"x4" TOP PLATE ALUM. SCREEN 8910 N. DALE MABRY HWY 6X6 W1.4XW1.4 WWF SUITE 22 OR F I'4XNI SH ROOM BY OTHERS TAMPA FL 33614 2"x4" #2 5YP STUDS @ 16" O.G. o „ - o PATIO ( ) 400— ° 813 205-2494 ° D GRADE 1/4"ANCHOR5 CRICKET AS REQUIRED r �/ ° �� _ ° ° O PERMANENTLY Z /� nI INSTALLED 2 "x PT WINDOW BUCK (150 MPH WIND) \ PASTNER SPAG I NG (INCHES) A B I x PT WINDOW BUCK (< 120 MPH WIND) SEE ATTACHMENT DETAIL THIS SHEET 4" g" 01 (I) #5 CONT. SIMPSON SP4 (g� EA. STUD IE LU (2) #5 CONT. 1 -`+ FAST PANEL 4 PEET S FEET A IV SPAN SPAN SPAN O O 5/8" GDX I II -� 4 FEET 6 FEET 5 FEET LU FASTENEI g A6E 00 E�E55 C I Iv O 5 71 ON rD--� 7 . 7� I C Iv� 5LA 6 CA BOUNDAR S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. N o o Z 0 FIELD NOTi } _ _ = NO. 8 WOOD SCREW BASED LU ATTACH WINDOW PLANGEIFRAME TO BUCKS PRE CAST TRUSSES SEE UPLIFT SCHEDULE ANCHOR WITH 2 INCH SIMPSON 5P4 @ EA. STUD EMBEDMENT LENGTT O O LU WITH MIN #8x2 %2' WOOD SCREW ® 5" O.G. OR LINTEE OR 2"x P.T. PLATE MAIN SPAN ROOF TRU55 AS REQUIRED BY WINDOW MANUFACTURER TO CONCRETE TIE lLl BEAM TOP COURSE MEET REQUIRED WIND PRESSURES. © O 0 1/2"0 WEDGE TYPE ANCHOR PRECAST LINTEL (W/(I) 8"X8"X16" GONG. #5 CONT. FOR OPENINGS K,O. BLOCK W/ NO. 10 WOOD SCREW BASED BOLT @ 24" O.G. W/4" MIN. UPLIFT CONNECTOR „ EMBEDMI=NT (SEE SCHEDULE) GREATER THAN 6 -I .5EE IX6 PT • P#5 REINF. CONT EMBEDMENT LENGHTH PLYWOOD PANEL W PLANS FOR ADDITIONAL pa * ft, U- REQU I RED REINFORCEMENT. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. PRECAST GONG. � AND PILLED W/ 2500 PSI CONCRETE WINDOW BUCK LINTEL W/ PLYWOOD HURRICANE PANELS • REINFORCING 1 /4 INCH LAG 50REW BASED z ALUMINUM WINDOW ANCHOR WITH 2 INCH 1 #5 VERT. IN GONG, FILLED CELL TEMPERED DOOR TRACK EMBEDMENT LENGTT W/ STD. cl0° HOOK IN K.O. BLOCK 6LA55 (SEE FLOOR PLAN) A N0\/®N OPENING 4" CONCRETE-5LAB W/ NOTE: I) FASTENER SIZE - 4 INCH DIAMETER S3 6"X 6" WI.4W1.4 WWF USE GLEAN, POISONED AND 2) FASTENER LENGTH -MUST GO 2 INCHES DEEP INTO THE WALL SCALE: N.T.S. 5) FASTENER SPACING - NO MORE THAN 16 INCHES APART CAULK @F=A. WINDOW COMPACTED SOIL TO BE COMPACTED TO q59/6 4) FASTENERS - MUST BE VIBRATION- RE515TANT $ PERMANENTLY INSTALLED 20'-0"MAX. 20'-0"MAX. PRECAST GONG. SILL MODIFIED PROCTOR ASTM 5) - FA57ENER5 - MUST BE CORROSION RF-515TANT D 1557 "X" BRACE SEE DETAIL CONTINUOUS BOTTOM CORD t ° BRAG I NG I "X4" MIN. PLYWOOD HURRICANE PANELS SET TRACK IN =• d• A •d WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF 7/16" _ _ _ _ 2X4 MIN PT BUCKS A FULL BED z ' 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 BUILIDIN65. •A A FROM OUT5IDE FACE PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE — — — — J 16"cGx24 " MIN. EMBEDED TAPCON OF BLOCK O WI MASONRY SCREWS AT 8" O.G. NDW OW OPENINGS WITH ATTACHMENT HARDWARE PERMANENTLY O MAX AND AT 4" FROM (2) #5 CONT. INSTALLED ON THE BUILDING. THE PANELS MUST LAP OVER THE CORNERS. SET BUCK5 IN 51DE5 OF THE WALL AT LEST 5 INCHES. DO NOT FIT THE GONTNUOUS SEALANT BED GHUTTER5 INSIDE THE OPENING. LU I A U I G ---- m 7I�L SE7ION SLIIN 0LA55 O F z I NCO^ A7iA�HMEN7 E7A I L 7� U J N O H O® BEC,7I ON I U I CANE A57ENE SCHEDULE PANEL E7A I L ---- S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. — — — ARROW INDICATES 20" MIN. LAP . (1 LONG DIR. OF PLYWOOD V 3 OR #4 RE I NPORG I NG BAR LU U— GABLE END BRACING ® Gayle overhangs tap to 2 felat (61C mm) is Width complying, With figure R609A.5shall be •� ,. nn 4'-0" O/C MAX FOR #3 & #4 LAP SPLICE '' '' permitted. V l FIRST (4) ROWS OF TRU55E5 < (2) 2"x 4" BRACING @ 52" O,C. SEE DETAILS. L Pressure treated 2 x 4 at 24 in. Hoof sheathingLU E 0® � I NO N 25" MIN. LAP (610 mm) o.c., rna S3 SCALE: N.T.S. # CAI 51 MP50N MMT515 W/ 5 REINFORCING BAR ' • (4) 1/4" x 1 1/2" TAP- 05 LAP SPLICE in. 610 rnm ..� � in. 0 rr m LU CONS INTO TIE BEAM � ' L-1�1"-S'� o , max. Ci�rerh�n� " 211X6, roof s ° : ° .�;� 36" MIN. LAP �'infnrc�d � � n FACIA concrete raise beam x � u— " " u Vertical reinforcement � in. 1 mm LU ::,, : • 6 REINFORCING BAR 2 x 4 COLUMNS W/ (1) ROW 2 x 6 OR 2 x S COLUMNS W/ (2) ROWS and i iced + minimum death) A.ro LAP SPLICE OF 5TAGGERED 16d COMMON WIRE NAILS OF 5TAGGERED 16d COMMON WIRE NAILS , V *1`(D = 0.162", L = 3 1/2") (D = 0.162", L = 5 1/2") with rake beam OUTLOOKERS reinforcement 4A A _ ° @24" O.G. NOTES: I) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. I f o :•.> OPPOSITE SIDES OF THE COLUMN x 5 /2" LAG'SCREWS OR EQUAL 2) ALL NAI L5 PENETRATE AT LEAST 5/4 (SPACE AS SHOWN FOR 3-PLY)masonry wall Grout OF THE THIGKNE55 OP THE LAST Grout, a required---` #5 REINFORCING BAR LAMINATION 5) FOR 5-PLY, PROVIDE 1/4 DIA. top 3) FOR 3-PLY, COLUMN SHALL BE x 7" LAG SCREWS OR EQUAL location PROVIDED BY: GABLE END 7RU55 (SPACE A5 SHOWN FOR 3-PLY) 1385 OAKFIELD DR TYPICAL HUS INSTALLATION RETROFIT-MTS ANCHOR (WEBS REMOVED RADIUS = I-7/8 NAILED AS 5HOWN FROM EACH SIDE 6) REFER TO ND5 SECTION 15.3 FIG I�.4.,5 BRANDON FL 33511 FOR CLARITY) (ONE INTO EACH OU75IDE FACE OF FOR ADDITIONAL INFORMATION tE68A3til 813.313.0045 B.U.G., SAME NUMBER OF ROW5, GABLE SAME SPAC I NG) z ° X = IOd COMMONS OR Sd RING 5AHNK (g 40-C. ON EACH SHEET OF PLYWOOD °° e o O = IOd COMMONS OR ad RING SHANK ® 60•0. ON EACH SHEET OF PLYWOODJACX F057 NA I L I N 7A I L M L O `�! HAN 7A I p = 10d COMMONS OR 56 RING 5HANK @ 8"O.C. ON EACH SHEET OF PLYWOOD S3 SCALE: N.T.S. S3 SCALE: N.T.S. nCn A LE NAILIN& 5CHE ULE K#5 57 . �00 HOC E7AI S3 SCALE: N.T.S. S3 SCALE: N.T.S. TYPICAL META / HETA INSTALLATION TYPICAL HT5 INSTALLATION 5TD. ci00 HOOK RIDGE LINE BOND BEAM ++++ ++++ 2"x BUILT-UP COLUMN GIRDER TRU55 + ` ` + + + . + ++++ + + ++ SIMP50N HTT TYP. +*+*+*++ *+*+*+*+ w INT. HEADER SCHEDULE FILL EVERY ++++*+++ ++++++++ CONT. #5 BAR ++++ ++++ NAIL HOLE ++++ ++++ ++++ ++++ EVERY NAIL W/16ci NAILS +*+*+*+* ++++++++ OPE G HEADER ++++ ++++ o HOLE W/ 16d NAILS 2X TOP PLATE + 4� +4+ ++*'+*� ° ° .a +: �+ ° ° UP TO 3'-4" (2) 2" X 6" DATE 5/4"(P THRU +++++++ RIDGE LINE *+*+++++ BOLT ++++ ++++ 5/5",Vx8" "J" BOLT OR �- + + + + + + + + 5/S"0 WEDGE ANCHOR + + + + + + + + + + + + + + + + 3'-5" TO 5'-4" (2} 2" XS" 7�8�2�19 FILL EVERY ++++++++ `+++++++ W/ MIN. 5" EMBEDMENT NAIL HOLE ++++++++ ++++++++ +++ ++++ W/16dNAILS ++++ ++++++++++++++++.+++++ ++++ ++++ +++++ ++++ +++++++++++ ++++ o ++++ ++++++ ++++++++++++++++. ++++ 5'-5"TOS'-6" (2)2"X10" ++++ ++++++ ++++ +++++++++++ ++++ 2 X B.U.G + + + + + + + + + + + +++++++++ +++++++++++++++++++++++++ ++++++++ ++++ +++++++ SIMPSONHTTTYP. ++++ +++++++++ ++++ +++++++++++++ ++++ 5C HEDULE- 148 mph ZONE (MAX) 8'-7" TO 12'-6" (2) 2" X12" (I)#5 VERTICAL TO TOP + + + + , + + * + + 8d RING SHANK OR 1 Od COMMON NAILS ® 4" O/G ad COMMON NAILS ® 6" O/C OF BOND BEAM STEP-- rFICAL 51MPSON STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL +++++++++++++++++++++ ® GABLE END WALL OR OR BUILDING END ZONE ad COMMON NAILS g12" O/C + + + + + + + + + + + (INTERMEDIATE) U L I 7 �0NNEC,,7I0N5 A7 SHEET: N 7f= I CAL ANKH® ETA I L5 0 SHEEA7HINS NAIL f=A77E N5 P MA50N ALL 57E rQ- LOA SEA I NCS LL S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. 5-2