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FDJ ENGINEERING AND DESIGN,
<br />12 LLr1
<br />CERT. OF AUTHORIZATION # 50q6b
<br />SEE ELEV. BLOCK NALL BEYOND rRANK@FDJEN6.COM
<br />FOR SLOPE FRE-EN61NEEREE;� NOOD TRUSSES (g 24'' OIC EXPANSION JOINT NINI�)ON AS SCHEDULED FRE-CAS7 CONIC. SILL ENGINEERING CERTIFICATIGATION
<br />UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL G.�-I.U. I HEREBY CERTIFY THAT I HAVE REVIENED THE
<br />ATTACHED DESIGN AND FOUND IT TO 13E IN
<br />COMPLIANCE VAITH THE FLORIDA BUILDING CODE,
<br />bTH EDITION (2011) - RE510FNTIAL
<br />DOUBLE 2"x4` TOP PLATE &X& ^I.4XNI.4 ALUM. SCREEN THISDRAKNG AND DESION 15 VALID FOR 12
<br />OR, FIBERMESHNNF ROOI`-1 BY OTHERS MONTH5 AFTER THE DATE IT 15 516NED AND
<br />2"x4'' #2 5TF 57UI�)S @ 16'' O.C. t, 1> g PA710 5FALED
<br />A f 114
<br />ORAI;T: �eH�29��L
<br />����N is 516NIED AND
<br />CRICKET AS REOUIREL.� Z/ Y FE I FNe;[NEERINC, ONLY. z
<br />C)
<br />INSTALLED
<br />U
<br />.2"x F7 NINDON 5UC< (150 MPH NIND)
<br />FA57NER SPAICINO INCHES) A,5 S 1�
<br />"x F7 NINDON 5UC< (< 120 MPH NINL,�)
<br />(1) #5 CON7.
<br />SEE ATTACHMENT E�)ETAIL THIS SHEET 01 4 - �a
<br />SIMPSON SF4 EA. 57UI:� tic
<br />LU
<br />(2) #5 CON7. FA57NER PANEL 4 FEET FEET
<br />SPAN SPAN SPAN 0 Cr-
<br />Z
<br />5/all Ci�)X 4 FEET FEET a FEET �0 LU
<br />ool.
<br />FAS7ENEr 7'�rFE C
<br />rB--� CSARACSE r;�OCR REC,,E55 KN:�C^ SEC,7�ON SL-Ar;� El:� r-:;;E % CQ
<br />N RAN
<br />'O""MO'
<br />- I LU
<br />S3 3 SCALE: N.T.S. S3 SCALE: N.T.S. 0 1
<br />F I ELD SCALE: N.T.S.
<br />>
<br />T D NO. 5 NOOD S(�,REN BASED LU
<br />TRUSSES SEE UFI IFT SCHEDULE ANCHOR NITH 2 INCH v i I I
<br />EMBEDMENT LEN6HT
<br />5IMP50N 5P4 @ EA. STUI�) C5< 1 ATTACH NINI�)ON FLANOE/FRAME TO 5JC<S PRE CAST 0 0 >
<br />NITH MIN #OX.2Y2" NOOI�) SCREN @ 5'' O.C. OR LINTLE OR
<br />2''x P.T. PLATE MAIN SPAN ROOF TRUSS AS REaUIREI;� BY ^INDON MANUFACTURER 70 CONCRETE 71E
<br />1/2"4') NEI�)67E 7TFE ANCHOR MEET REaJIREI�) KNI�) PRESSURES. BEAM TOP COURSE
<br />PRECAST LINTEL (NIN a"Xa"XI&" CONC. 0.1 —0
<br />BOLT g .24'' O.C. N/4" MIN. #5 CON7. FOR OPENIN(55 <.O. BLOC< NI NO. 10 NOOD SGREN EASED
<br />UPLIFT CONNECTOR -) N C. $ ANCHOR N17H 2 INCH I
<br />EMBEDMENT &REA7ER THAN SEE IX& F7 POURED CL
<br />A (SEE SCHEDULE) PLANS FOR ADDITIONAL 1-#5 REINF. CON7. EMBEDMENT LEN(3H7 FL`�NOOI�) PANEL
<br />U. REGUIREI�� REINFORCEMENT.
<br />PREr-.A57 CONC.
<br />a''X(5''XI&` <.O. BLOC< N1 1 #5 CON7. - NINL.)ON Bur.< LINTEL N/ PL`rj^1001�) HURRICANE PANELS
<br />AND FILLED NI 2500 F51 CONCRETE - REINFORCIN6, 1/4 INCH LA6, SCREN BASED
<br />1 #5 VERT. IN CONC. FILLED CEI L ALUMINUM NINI��ON DOOR 7RAr�,< ANCHOR N17H 2 INCH
<br />7EMFEREI�) EMBEDMENT LEN61-17
<br />N/ STD. 1�00 HOC< IN K.O. BLOC< &LASS (SEE FLOOR PLAN)
<br />06
<br />OFENIN6, 1) FASTENER SIZE - ' INCH DIAMETER
<br />A KNEE! �NALL AE30VE ��A50NR"To ^ALL 4" CONCRE7E-5LA5 N/ NOTE: '4 Z
<br />S, SCALE: N.T.S. 6"X 6" NI.4NIA NNF USE CLEAN, POISONED AND 2) FASTENER LEN&TH - MUST (50 2 INCHES DEEP INTO THE NALL LL
<br />CAUL< @EA. NINI�)ON COMPACTED SOIL 70 BE 5) FASTENER SPACINO - NO MORE THAN 16 INCHES APART
<br />''MAX. COMPACTED TO Ci596/ 4) FASTENERS - MUST BE \/15RA71ON- RESISTANT $ PERMANENTLY INSTALLED
<br />201-011MAX. PRECAST CONO. SILL MODIFIED PROCTOR ASTM 5) - FA57ENERS MU57 BE CORROSION RESISTANT
<br />- A\
<br />4 N
<br />''X'' BRACE SEE C=AIL CON71N�OUS 50770Y CORD
<br />BRACINrz, I"X4` MIN. A FLYNOQI�) HURRICANE PANELS
<br />LU
<br />4,
<br />-4
<br />SET 7RA(�,< IN NOOI�) STRUCTURAL PANELS N17H A MINIMUM TH10<NESS OF LU
<br />— — — — 2X4 MIN F7 BUC<S A FULL 5=) NOTE: INSET 7RAC< INCH AND A MAXIMUM SPAN OF a FEET SHALL BE PERMITTED
<br />ATTACHED TO MASONRY N1 OF CAUL< , kK IV FOP, OPENINC7 PROTECTION IN ONE AND 7NO STORY 5UILDIN65.
<br />�1) 5-",Px25 " MIN. EM5EDED 7AFGON FROM OUTSIDE FACE PANELS SHALL BE PRECUT AND PRE-DRiLL=� 70 COVER THE
<br />1(0 4 OF 5]-O(-�,< NINDON OPENIN&5 KITH ATTACHMENT HARDNARE PERMANENTLY z
<br />MASONRY 5(' REN5 AT a" O.C. (3 T-
<br />MAX AND AT 4'' FROM (2) #5 CON7. INSTALLEr;) ON THE 51JILDINC:7. THE PANELS MUST LAP OVER THE
<br />CORNERS. SET 5UC<S IN SIDES OF THE NALL AT LE57 5 INCHES. DO N07 F17 THE
<br />CON7NUOU5 SEALANT 5EI�) 5HU77F-RS INSIDE THE OFENIN6.
<br />CD 5L 1:� \C=7 C-7LA55
<br />A77ACH��EN7 r��E7AL 7HRL) KNI;�O^ r;�COR 5EC-,,70\ HLAR�CANE 1=A57ENER SC,,HFr;��LE I$ PANEL 1��E7AL
<br />-X �D
<br />z �3 "3 �3
<br />0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S3 SCALE: N.T.S.
<br /><
<br />n
<br />ARRON INDICATES 20" MIN. LAP LU
<br />LONC7 1�)IR. OF PLYNOOr;) >
<br />U-
<br />--#3 OR #4 REINFORCIN6 BAR
<br />6,A5LE END 5RACINr-7 @
<br />Gable overhangs up to feet (64 1) mm) invvidth complying with Figure R609.4,5 shalt be
<br />4'-0" Olr.. MAX FOR
<br />#5 4 #4 LAP SPLICE permitted.
<br />FIRST (4) RON5 OF 7RU55ES
<br />(2) 2"x 4" 5RACINC7 @ 52" OC.
<br />Pressure tre
<br />R0012—�� 5RAC,1N(:5 FLAN SEE DETAILS. ated 2. x 4 at 24 in. Roof sheathing LU
<br />25" MIN. LAP
<br />E
<br />(610 mm) o.c., max.
<br />C,
<br />---- ---- --- -- X X
<br />0,
<br />_71" -Lr
<br />"--#5, REINFORCINO BAR
<br />SCALE: N.T.S.
<br />7--
<br />ZFacia
<br />IT51 a N/
<br />0, 124 in. (610 mm)
<br />CONS IN70 TIE BEAM 0,
<br />__ ' L -- - 71 — Wood LU
<br />0 11 Soffit L*�"�8 in. (203 mm)
<br />Tll� S LA10 5FDLIGE r
<br />(4) 1/4" x 1 1/2" TAF- L
<br />-0,
<br />max. overhan
<br />Lo LU 1:
<br />0 roof truss,
<br />rein
<br />foiced
<br />J-1
<br />2 `X&
<br />56'' MIN. LAP
<br />concrete rake beam
<br />FACIA
<br />-0
<br />(4 in. (102 mm)
<br />Vertical reinforcement LU
<br />REINFORCIN6, BAR 2"x 4" COLUMNS N/ (1) RON 6
<br />2 x 6" OR 2''x a'' COLUMNS (2) ROJ,^
<br />0(o LAF 5f=LICE -;,ERF r-ER=� I&dI C bent and lap -spliced minimum depth)
<br />OF 57A&C -D I&d COMMON NIRE NAILS OF STAC OMMON NIRE NAILS
<br />0.162'', L = 5 1/2 (I�) = 0.162", L = 3 1/2") with rake bean) LL < N
<br />OU7LOO<ER1- reinforcement A 0L
<br />00 N07ES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-FLY, PROVIDE 1/4'' 1�)IA. �-Concrete A
<br />@ 24"
<br />OFF0517E SIDES OF THE COLUMN
<br />x 5 1/2 " LAO SCRENS OR EOUAL masonry wall
<br />2) ALL NAILS PENETRATE AT LEA57 3/4 (SPACE AS 5HONN FOR 5-FL,r) Grout
<br />OF THE 7HIC<NE55 OF THE LAST Grout, as required--��
<br />#5 REINFORCINe, BAR LAKNA71ON stop
<br />-7` LAO SCRENS OR EOUAL
<br />5) FOP, 5-FLY, FROVII:�E 1/4'� 1�)IA. location
<br />x
<br />6AE3LE END 5) FOR 5-PLY, COLUMN SHALL BE (SPACE AS 5HONN FOR 5-PLY) PROVIDED BY:
<br />TYPICAL HUS IN57ALLA71ON RE7ROF17-M75 ANCHOR (NEE35 REMOVED RADIUS 1-7/a" NAILED AS SHONN FROM EACH SIDE 6) REFER To Ni�)S SECTION 15.5 FIGURE R609.4.5 2721 Agnes St
<br />FOR CLARITY) (ONE IN70 EACH OUTSIDE FACE OF: FOR ADDITIONAL INFORMATION Tampa FL 33619
<br />5.U.C., SAME NUMBER OF RONS, GABLE OVERHANG
<br />SAME SFAG� I NO) 813 313 0045
<br />0 X = IOd COMMONS OR ad RINO SAHN< @ 40-C. ON EACH SHEET OF PLYNOOr;1
<br />0
<br />CD
<br />0 0 = 10d COMMONS OR ad RINC7 SHANK @ ON EACH SHEET OF FL`rNOOD -�AC,,< f=057 NALINCE; r;�E7AL C=7A5L7= OVERHANCS r:)E!7A1L
<br />Od COMMONS OF, ad fRINr7 SHAN< @ 511O.C. ON EACH SHEET OF FLT'NOOI�) _ �3 SCALE: N.T.S. SCALE: N.T.S. Cr
<br />C==,;AE5LE NAILIN67 5C,�4E!1;�JL.E #5� 57Z�. ':�00 �400< 1;�E7AL LL
<br />Cl
<br />S3
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />TYPICAL META HETA INSTALLATION TYPICAL H75 IN57ALLA71ON 5 D ciOo HOO<
<br />RID&E LINE 50NI�) BEAM
<br />+ + +'+
<br />.... +++++++++ K--
<br />2`x BUIL7-UF COLUMN 61RI��ER TRUSS %+++++++ +,+++++++
<br />%+++++++ q) =�� , 11 1
<br />+
<br />%+++++++ + + + + + + + + + -HEDULE
<br />SIMPSON H7T TYP. LU INT. HEADER S(�,
<br />.... .... CON7. #5 BAR V
<br />�++++++.+ <
<br />NAIL HOLE .... ....
<br />+ + + + + + + + +++++++++ > OFENINrz, HEADER
<br />N/I&d NAILS .... .....
<br />FILL EVERY NAIL + + + +
<br />FILL EVERY +++++++++
<br />HOLE N/ I&d NAILS 1- + + + + + + + + + + +++ +
<br />2X TOP PLATE
<br />DATE:
<br />,.+++++++f UP 70 5'-4" (2) 211 X 611
<br />5/4"I� 7HRU Rlr�OE LINE ....
<br />BOLT + + + + + + + + +++++++++
<br />5/a"0Xa" ''J" BOLT OF, + + + + + + + + +++++++++
<br />5/0"0 NEDC7E ANCHOR F ILL EVERY %+++++,+ +++++++++ 51-5" 70 51-41f (.2) 2" X5" 7/14/2020
<br />+ + + +
<br />MIN. 5" EMBEDMENT I + + + + +
<br />NAIL HOLE ..... ...
<br />+++
<br />................. ...
<br />N/166 NAILS ++++++++ ..... +++++++++++++++++++ + + +
<br />+++++
<br />.... ...... ......... ....
<br />.... ....... I+ +++ + + + + + + +++++++++++++++++ ..... 51-51 70 a'-&" (2) 2" X 10''
<br />.... ...... ............ ....
<br />2 X 5.U.r. .... ++++++++++++ +++N"+++++++++ + + + + + + ++++++++++++++ r++++++++ SCALE:
<br />SIMPSON H77 7T' P . . . . . . . . . . . . * . . . . . .
<br />a'--7" 70 12'-6" (2) 2" X121'
<br />5r-,HEPQLE- 145 rn,ph ZONE (�IAX)
<br />(1)#5 VERTICAL 70 TOP
<br />............
<br />........... ad RINr7 SHAN< OR Iod COMMON NAILS @ 4'' O/(�, ad COMMON NAILS @ 6" OIC OF SONI�) BEAM 577F
<br />rFk�,AL SIMPSON 57RONC-; 71E H77 TYPICAL H77 70 BUIL7-UF COLUMN DETAIL + + +++++++++++++++++++ (�D &ABLE END NALL OR OF, 5UILDJN6 END ZONE ad COMMON NAILS @12'' OIC
<br />F11
<br />NO S,
<br />...........
<br />........... (INTERMEDIATE) �FLI=7 C,0NNEC71ON5 A7 SHEET:
<br />7'�F�C,AL ANC,,HCR 1;�E7AL5 5HEA7HNr--5 NAL FA77ERN5 ��A!50NRk�� �NALL- 57EF LCAt:� 5EARN6; �NALLS
<br />SCALE: N.T.S. �.S3� SCALE: N.T.S. �3 SCALE: N.T.S. S3 SCALE: N.T.S. 5-2
<br />
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